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07-100982WA CWT of Federal Way RECEIVEfb FEB 2 3 2007 PERMIT COMMUNITY DEVELOPMENT SERVICES 33325 STM AVENUE SOUTH • P6�A VHF FEDERAATSPLICATION 2" 07•.A 253t33s�5X26 UILDING DE www.cituottederalwwr corn 40 &W CO ME EL PL DE EN FP r /SrFlEj --] The following is required information - an incomplete application will not be accepted. Please print legibly (in ink) or type. PROPERTY •, • SITE ADDRESS ( 3' ..i W , 6 •T'y jD/ sr pER R L WAY 98 0 '2S JITE /UNIT # ASSESSOR'S TAR /PARCEL # t P S - 0 LOT SIZE (sfi LEGAL DESCRIPTION (e.g. Acme Estates, Lot 1) !Attach separate ~far lengthy legal descrlptloN PROJECT INFORMATION TYPE OF PERMIT K,BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION SYSTEM PROJECT DESCRIPTION (Provide detailed description of work included on this permit onlul ✓"'��— � /n� YL SV OiOlAJC oils' L AC4k �Atxt 'T� PROJECT NAME (Name of Business or Owner Last Name) cd o lk y PEOPLE •• • PROPERTY OWNER CONTRACTOR COPY of card required with each application APPLICANT PROJECT CONTACT LENDER NAME �z yDA AIAD l CHUKNR t Y PRIMARY PHONE (151 9176- MAILING ADDRESS CITY, STATE, ZIP I d � � E -MAIL ADDRESS COMPANY NAME t'A uL - APPLICANT NAME OFFICE PHONE z/7s CITY, STATE. ZIP CELL PHONE RELATIONSHIP TO PROJECT (23-3) -8 $ MAILING ADDRESS CITY, STATE, ZIP CELL PHONE CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE FAX NUMBER 21L"' <, /436.31:3 as 8L ,2 - 3 ( -v r (2 5-3) 75-x8 CONTRACTOR'S REGISTRATION NUMBER EXPIRATION DATE E -MAIL ADDRESS CC <51 PAI I L d p A �o . � q_C3 W YXA nj CQ) COMPANY NAME4,�' % �J /j �J APPLICANT NAME OFFICE PHONE MAILING ADDRESS CITY, STATE. ZIP CELL PHONE RELATIONSHIP TO PROJECT FAX NUMBER ❑ Architect ❑ Tenant ❑ Agent ❑ Other I NAME `- C6 -'V 1 -w- (RIMARY PHONE - E-MAIL ADDRESS NAME Per R 19.27.096: Lender information is required (f project value exceeds $6,000 MAILING ADDRESS CITY, STATE, ZIP PHONE EXISTING USE ,5 )rg PROPOSED USE 5' �/ EXISTING ASSESSED /APPRAISED VALUE $ VALUE OF PROPOSED WORK $ j 5' 0.0 C> SPRINKLERED BUILDING? ❑ YES A NO FIRE SUPPRESSION SYSTEM PROPOSED /REQUIRED? ❑ YES ❑ NO WATER SERVICE PROVIDER SEWER SERVICE PROVIDER • HIGHIdNE ❑ TACOMA ❑ PRIVATE (WELL) • HIGHLINE ❑ PRIVATE (SEPTIC) Sqox f, PROJECT ••• AREA DESCRIPTION AREAS EXISTING S . FT. PROPOSED S . FT. TOTAL S . FT. BASEMENT FANS WATER HEATERS MISC (Describe) BOILERS FIREPLACE I ERTS HOODS (comme 14 FIRST FURNACES RANGES DUCTS GAS LOG SETS REFRIG. SYSTEMS SECOND - 6e d� � ,sue zs CHANGE OF USE? ❑ YES THIRD NEW ADDRESS REQUIRED? ❑ YES ❑ NO UP /SEPA /SU? ❑ YES ADDITIONAL FLOORS (DESCRIBE) PLATTED LOT? ❑ YES ❑ NO DEMO PERMIT REQUIRED? ❑ YES DECK (❑ COVERED OR ❑ UNCOVERED ?) GARAGE ❑ CARPORT ❑ NUMBER OF FLOORS EXUMG PROPOSED TOTAL TOTAL EMST 7G 8F TOTAL, MWPOSM1W TOTAL Sr "NEWHOMES ONLY" NUMBER OF BEDROOMS ESTIMATED SELLING PRICE $ FIXTURES Indicate number of each type of, vture to be installed or relocated as part of this project. Do not include extsttng fixtures to remain. Value of Mechanical Work $ COPY OF BID OR ESTIMATE MUST BE INCLUDED WITH APPLICATION) AIR HANDLING UNITS EVAP TIVE COOLERS GASP OUTLETS WOODSTOVES BBQS FANS WATER HEATERS MISC (Describe) BOILERS FIREPLACE I ERTS HOODS (comme 14 COMPRESSORS FURNACES RANGES DUCTS GAS LOG SETS REFRIG. SYSTEMS BATHTUBS (.r Tub /Shower Combo) LAVS MShk.) URINALS MISC(Describe) DISHWASHERS ATER SYST VACUUM BREAKERS DRINKING FOUNTAINS HOWERS ATER CLOSETS (rone) ELECTRIC WATER HEATERS SINKS NG MACHINES HOSE BIBBS SUMPS I cert4fg under penalty of perjurg that the irtformation furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold harmless the City of Federal Wcq) 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 of Federal Way, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the igormation supplied to the city as a part of this application. NAME /TITLE v !/ DATE .2, 23 d 7 (S mt1e) RELATIONSHIP TO PROD nt er Agent ❑ ractor ❑ Architect ❑ Other FOR.OFFICE us ONLY ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ TENANT IMPROVEMENT BUILDING SHELL ONLY? ❑ YES ❑ NO BASIC PLAN? ❑ YES ❑ NO ZONING DESIGNATION CHANGE OF USE? ❑ YES ❑ NO NEW ADDRESS REQUIRED? ❑ YES ❑ NO UP /SEPA /SU? ❑ YES ❑ NO PLATTED LOT? ❑ YES ❑ NO DEMO PERMIT REQUIRED? ❑ YES ❑ NO itllx) —January 1, 2007 Page 2 of k\Handouts\Permit Application City of Federal Way Building - Single Family Permit #• 07- 100982 -00%S F Community Development Services • P.O. Box 9718 Federal Way, WA 98063 -9718 Ph: (253) 835 -2607 Fax: (253) 835 -2609 ; , 1�;D� % S �(��G �% 5ii�-F�FFcoc�nspection Request Line: (253) 835 -3050 Project Name: CHUKHRIY FLF Project Address: 831 SW 364TH PL Parcel Number: 779645 0530 Project Description: Rep - STFI - Tree damage repair, replace truss, vinyl siding, roofing and repaint. vI Census Category: 43 Includes: Class: c ange in number of units #3 #4 ancy Load Owner Applicant n ctor Lender NADEZHDA CHUKHRIY PAKC6,A4'05V A TI A STORATION OF 0 831 SW 364TH PL 0 SKC FEDERAL WAY WA 98023 R DDR960PM (10/18/08) C W 9844 6405 VICKERY E TAC A 8443 vI Census Category: 43 Includes: Class: c ange in number of units #3 #4 CONDITIONS: SUBJECT TO FIELD INSPECTION THE ALTERNATE ADDRESS FOR THIS LOT: 36329 8TH AVE SW - (ONLY IF DRIVEWAY FACES 8TH AVE SW). PERMIT EXPIRES Monday, February 23, 2009 Permit Issued on Friday, February 23, 2007 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. 2 Owner or agent: Date: � J e 7 ancy Load ` a s .ft. 0 0 0 ,f: v 0 al r tI ti wy- New / Adddiorl ttrd Floor3� F - Basem` ' . :..0., Mechanical to be Included ? .................... ,..... .... .................No tdd>ti Plumbing to be Included? ...................................... No No Fixtures Associated With This Permit!! CONDITIONS: SUBJECT TO FIELD INSPECTION THE ALTERNATE ADDRESS FOR THIS LOT: 36329 8TH AVE SW - (ONLY IF DRIVEWAY FACES 8TH AVE SW). PERMIT EXPIRES Monday, February 23, 2009 Permit Issued on Friday, February 23, 2007 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. 2 Owner or agent: Date: � J e 7 THIS CARD IS TO REMAIN ON- SITE' CITY OF 4A Community Development Inspection Record Federal Way IVR INSPECTION REQUEST PHONE # (253) 835 -3050 PERMIT #: 07- 100982 -00 -SF Owner: NADEZHDA CHUKHRIY Address: 831 SW 364TH PL FEDERAL WAY, WA 98023 This card is part of your required inspection documents. 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 ❑ Temp. Erosion Control (4365) ❑ Underfloor Framing (4285) ❑ Floor Sheathing (4105) To be done prior to breaking ground Approved to sheath floor Approved to install flooring By Date By Date By Date ❑ Roof Sheathing (4220) Approved to install roofing By ❑ Framing (4120) Approved to insulate By h Date (/ ❑ Fire/Draft Stops (4095) Approved By Date ❑ Insulation (4150) Approved to install wallboard By Date ❑ Gypsum Wallboard Nailing (4130) ❑ Final - SWM (4375) ❑ Final - Building (4050) Approved to install mud & tape Approved Approved By fif Date ✓J IY /l!� By Date By Date ❑Temp. Erosion Maintenance (4370 Approved By Date /,,®7-X"P Livsf //2 101A//'2- .t3L10GjV-9o�1'7e0✓, CMG /K Slo-er 10 U,1101e1%V7— 1c Re: 29474 HOME DEPOT #4709 (CHUKRIY) FILE MiTek Industries, 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 Industries, Inc. under my direct supervision based on the parameters provided by Pacific Truss Span. Pages or sheets covered by this seal: R24060760 thru R24060760 My license renewal date for the state of Washington is August 1, 2008. Roof and floor sheathing inspection required. Surface shall be free of debris and contractor shall provide access y'��r,Ci•it S. T"N (, . 0-V f Q � FleLID 30496,,, z v January 18,20Q7 Tingey, Palmer The seal on these drawings indicate acceptance of professional enginelej truss components shown. The suitability and use of this component fpr responsibility of the building designer, per ANSI/TPI -2002 Chapter 2' t responsibility solely) the particular building is the _ -�7:TE � T. rr Job Truss Truss Type Qty Ply HOME DEPOT #4709 (CHUKRIY) 1t 3x4 = 824060760 29474 A7 MOD. QUEEN 3 1 COMMON Job Reference o tional 01 o-u-0 -2.0.0 ( 6-2 -5 11 -10.3 17-6-0 I 23-1-13 26 -9-11 i 35-0-0 i 3_7.0-0 2 -0-0 6.25 5-7.13 5.7.13 5.7 -13 5-7.13 6-2 -5 2-0-0 Scale = 1:65.5 4x6 = 6.00 12 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0 -13 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly -applied or 6 -0 -5 oc bracing. WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 5-13,7-13 REACTIONS (lb /size) 2= 159510 -3-8, 10= 1595/0 -3 -8 Max Horz2= 180(load case 6) Max Uplift2 =-628(load case 6), 10=- 628(load case 7) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=0/56,2-3=-268911196,1-4=-2420/1128. 4-5=-2255/1130.5-6=-1704/920,6-7=-1704/920,7-8=-2255/1130, B-9=-2420/1128,9-10=-2689/1196, 10 -11 =0/56 BOT CHORD 2-14=-869/2314,13-14=-599/1888,12-13=-599/1888,10-12=-869/2314 WEBS 3 -14 =332/ 307.5 -14 =- 13B/476,5- 13=- 654/425, 6 -13 =- 541/1085,7 -13 =-654/ 425.7 -12 =- 138/476,9 -12 =- 332/307 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02: 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard rp(�h,R S. TINS,'[ w 1 I� EXPIRES: 08- 01-08 -1 January 18,2007 ® WARNING. Ver(fy design Parameters and READ NOTES ON THIS AND INCLUDED MI7ER REFERENCE PADS MIF7473 RRPORS USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown _Mire k' is far lateral support of individual web members only. Additional temporary bracing to Insure stability du rn9 construction u the responsibillity of the erector. Additional permanent bracing of the overall structure u the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB -89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Informa8on available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. Wt 53719. Citrus Heights, CA, 95610 14 13 1t 3x4 = 5xB = 3x4 = 0.0 -0 0.0-0 i 904 17-6-0 25 -11.12 35.0.0 9 -0-4 1 &5.12 ( B -5 -12 9-44 Plate Offsets (X Y): 12'0 -1 -15 Edgel 1100 -1 -15 Edgel [13:0-4-0.0-3-01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.55 Vert(LL) 0.20 13-14 >999 240 MT20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.49 2 -14 >858 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight: 143 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0 -13 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly -applied or 6 -0 -5 oc bracing. WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 5-13,7-13 REACTIONS (lb /size) 2= 159510 -3-8, 10= 1595/0 -3 -8 Max Horz2= 180(load case 6) Max Uplift2 =-628(load case 6), 10=- 628(load case 7) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=0/56,2-3=-268911196,1-4=-2420/1128. 4-5=-2255/1130.5-6=-1704/920,6-7=-1704/920,7-8=-2255/1130, B-9=-2420/1128,9-10=-2689/1196, 10 -11 =0/56 BOT CHORD 2-14=-869/2314,13-14=-599/1888,12-13=-599/1888,10-12=-869/2314 WEBS 3 -14 =332/ 307.5 -14 =- 13B/476,5- 13=- 654/425, 6 -13 =- 541/1085,7 -13 =-654/ 425.7 -12 =- 138/476,9 -12 =- 332/307 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02: 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard rp(�h,R S. TINS,'[ w 1 I� EXPIRES: 08- 01-08 -1 January 18,2007 ® WARNING. Ver(fy design Parameters and READ NOTES ON THIS AND INCLUDED MI7ER REFERENCE PADS MIF7473 RRPORS USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown _Mire k' is far lateral support of individual web members only. Additional temporary bracing to Insure stability du rn9 construction u the responsibillity of the erector. Additional permanent bracing of the overall structure u the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB -89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Informa8on available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. Wt 53719. Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless x, y 14-1 �4 Damage or Personal Injury offsets are indicated. 6 -4 -8 dimensions shown in ft -in- sixteenths Dimensions are in ft -in- sixteenths. (Drawings not to scale) Apply plates to 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. 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves D•T /T G' 1 2 3 wide truss spacing, TOP CHORDS may require bracing, or alternative T, 1, or Eliminator bracing should be considered. cr -2 c2-3 4 3. Never exceed the design loading shown and never WEBS cz9 stack materials on inadequately braced trusses. p ``�� % �y1 3 W 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U pb =O designer, erection supervisor, property owner and all other interested parties. plates 0-'he" from outside o- O edge of truss. CL O 5. Cut members to bear tightly against each other. c2 -e c" cs-6 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 locations are regulated by ANSI/TPI 1. required direction of slots in Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. • Plate location details available in MTek 20/20 8. Unless otherwise noted, moisture content of lumber software or Upon request. JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 9. unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non - structural consideration and is the `Width measured perpendicular NUMBERS /LETTERS. responsibility of truss fabricator. General practice is to 4 x 4 to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. PRODUCT CODE APPROVALS 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 Indicated by symbol shown and /or ESR -131 1, ESR -1352, ER -5243, 96048, 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, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Nil project engineer before use. Industry Standards: back, words 19. Review all portions of this design inn ANSI/TPI1: National Design Specification for Metal 9 P and pictures) before use. Reviewing pictures alone pi Plate Connected Wood Truss Construction. is not sufficient. DSB -89: Design Standard for Bracing. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Mrrek Engineering Reference Sheet: Mll -7473