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16-105296 • y Building - Single Family ty FILE Permit #:16-105296-00-SFC iDevelopment 33325 8th Ave S Federal Way,WA 98003 inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: KAPOOR Project Address: 2001 SW 304TH ST Parcel Number: 122103 9102 Project Description: NEW-Construction of a 2-story,7742 square foot single family residence with a 600 square foot covered entry,and a 930 square foot attached garage,including plumbing and mechanical. ***4 bedrooms; $900,000 estimated selling price*** Owner Applicant Contractor Lender KUMAR RAKESH KAPOOR ALEXEY ANCHEYEVURBAN G K INDER CONSTRUCTION LLC HOMEOWNER IS LENDER 26809 118TH CT SE DESIGN GROUP 4413 S 146TH ST KENT WA 98030 2724 1ST AVE S SUITE A TUKWILA WA 98168 SEATTLE WA 98134 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.) 7,742.00 Additional Permit Information New/Additional Sq.Feet-1st Floor 4076 New/Additional Sq.Feet-2nd Floor 3666 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1-Area(Sq.Feet) 7742 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 930 Mechanical to be Included? Yes Plumbing Work Valuation? 9200 Mechanical Work Valuation? 10400 Number of Stories 2 New/Additional Sq.Feet-Other 600 Plumbing to be Included? Yes New/Additional Sq.Feet-Total 9272 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:935,030.40 Ducting 1 Fans 8 Fireplace Inserts 2 Furnaces 1 Gas Pipe Outlets 2 Bathtubs 3 Dishwashers 1 Laundry Washer Outlets 1 Showers 2 Sinks 3 Water Closets 5 Water Heaters 2 Hose Bibbs 4 CONDITIONS: 1.A City Right of Way(ROW)Permit is required for the driveway connection to SW 304th St.The ROW Permit must be finalled prior to Building Final.Contact Kathleen Mathena at(253)835-2725 for the ROW Permit information. 2.Height survey required,see note on elevation pages. *3.27.5 tree units to be retained, (*THIS SECTION AMENDED BY CONDITIONS 4& 5) Y 411 .11P • • 4.OK to remove trees as noted in resubmittal dated 6/.12/17.26 Tree units to be planted PRIOR to Final Building inspection. 5.Final Planning inspection required PRION'to Rind Building inspection.Please contact Kari Cimmer for this inspection at 253-835-2629 or 253-835-2607. PERMIT EXPIRES Tuesday,5 December,2017 Permit Issued on Thursday,June 8,2017 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: 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: KAPOOR Permit# 16-105296-00-SF Address: 2001 SW 304TH ST Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V-B Occupancy Load: Floor Area(sq.ft.) 7,742.00 Owner Name: KUMAR RAKESH KAPOOR Owner Address: 26809 118TH CT SE KENT WA 98030 OAVAlfitAj 11 . I) i? 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 is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. t • Building - Single Family Community al Federal Permit #:16-105296-00-SF 33325 8th e S Federal Way,WA '8003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax(2_,, 835-2609 Project Name: -OOR Project Address: 2001 W 304TH ST Parcel Number: 122103 9102 Project Description: NEW- :nstruction of a 2-story, 7,742 square foot single family residence with a 600 square foot covere. entry,and a 930 square foot attached garage,including plumbing and mechanical. ***4 bedroo s; $900,000 estimated selling price*** Owner •plicant Contractor Lender KUMAR RAKESH KAPOOR ALEXEY CHEYEVURBAN G K INDER CONSTRUCTION LLC HOMEOWNER IS LENDER 26809 118TH CT SE DESI GROUP 4413 S 146TH ST KENT WA 98030 2724 1ST A S SUITE A TUKWILA WA 98168 SEATTLE W- 98134 Census Category: 10 . -New Single Family House Includes: I #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V-B Occupancy Load: Floor Area(sq.ft.) 7,742.00 Additional Permit Inform. 'on New/Additional Sq.Feet-1st Floor 4076 New/Additi al Sq.Feet-2nd Floor 3666 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1- -a(Sq.Feet) 7742 New/Additional Sq.Feet-Basement. 0 Basic Plan? No Occupancy#1-Construction Type Type V-B New/Additional S• Feet-Deck. 0 New/Additional Sq.Feet-Garage 930 Mechanical to be Incl ed9 Yes Plumbing Work Valuation') 9200 Mechanical Work Valua ,n9 10400 Number of Stories 2 New/Additional Sq.Feet-Other 600 Plumbing to be Included') Yes New/Additional Sq.Feet- •tal 9272 Will Certificate of Occupancy be Issued9 Yes Occupancy#1-Use Residence(1 or 2 family) Comprehensive Plan Designation SF-High-Density Zoning Designation RS 9.6 Residential Total Valuation:935,030.40 ,. _. ,. i„ , ,�.�, __i/L„ ,/6�✓eNCCu�.�i�-� K_r'��u, , e o�- �, ..,,• ...o ..,a v %I�, ._�•>z..,. _ ..r � „�� :3�€�P Ducting 1 Fans 8 Fireplace Inserts 2 Furnaces 1 Gas Pipe Outlets 2 � m� - �� '` � yes xyn€t �;,d� 3 J d �: ✓a �� 's'E F.,. _ '. €�� /i�� ;_ �. ,, , ,,,� � sem.,,... ,,«,1s (�u,� .,'vx :F. r4 ,, •,z:rr�. �o,x.,i s ,, i .,,, , i� �:'.2� , ,,.�� "x� a. -'��s„r ..,e / ;��`. Bathtubs 3 Dishwashers 1 Laundry Washer Outlets I Showers 2 Sinks 3 Water Closets 5 Water Heaters 2 Hose Bibbs 4 CONDITIONS: 1.A City Right of Way (ROW)Permit is required for the driveway connection to SW 304th St.Th• ROW Permit must be finalled prior to Building Final.Contact Kathleen Mathena at(253)835-2725 or the ROW Permit information. 2.Height survey required,see note on elevation pages. 3.27.5 tree units to be retained. • • • , ' • • ` . n�, J . • '4• • •,*. ' PERMIT EXPIRES Tuesday,5 December,2017 ' Permit Issued on Thursday,June 8,2017 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 withsthe laws, rules and regulations of the State of Washington and the City of Federal Way. Date: /f Owner or agent: �% / (i° City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 111 of the Internalf•nal Building Code or Section R110 of the International Residential Code is certifying that at the time of issua r e,this structure was in compliance with the various ordinances of the City regulating building constr,ction or use.This certificate is valid ONLY when endorsed by City staff. Tenant Name: KAPOOR Permit# 16-105296-00-SF Address: 2001 SW 304TH ST Includes: #1 • #3 #4 Occupancy Class: R-3 Construction Type: Type V-B Occupancy Load: Floor Area(sq.ft.) 7,742.00 Owner Name: •R RAKESH KAPOOR Owner Address. 26809 118TH CT SE KENT WA 98030 Buildin• I fficial Date The priority focus in the ':view and inspection made by the City prior to issuance of this Certificate was on those matters which experience has show ost severely affect the health and safety of the general public. Although the City has made as complete a review and inspe '•n 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 re• lation of the City or the State of Washington affecting the construction or use of said structure or the land upon ` which it is sit , ed. Such compliance is the responsibility of the owner and/or occupant of the premises. - 'Sl/VL+- k>e)p-1--- rtDr girAwhiat ova_j 11 )8 ktc- , FILE • , THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record Federal VVay INSPECTION REQUESTS:(253)835-3050• ' PERMIT#: 16 105296 00 Address: 2001 SW 304TH ST Project: SONIA KAPOOR 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. 0 SWM Precon Site Mfg(4400) D Initial Erosion Control(4365) El Footings/Setback(4110) Approved To be done PRIOR to breaking ground Approved to place concrete By Date By Date By /43 Date 7412)7 ® Foundation Wall(4115) ® Drainage/Downspout(4040) © Plumbing Groundwork(419Q).r L', Approved to place concrete Approved to backfill Approved gGed to cover W Date$---3— (7 By /1. f' Date 243 /.I By -}O Date i L/ j e' /7 , ID Slab/Concrete Floor(4255) ® Underfloor Framing(4285) ID Floor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By , _ Date M is Date CI Shear Walls(4245) 0 Roof Sheathing(4220) 0 Rough Plumbing(4230) Approved to install siding Approved to install roofing Approved By % Date 17 )L Bim"_- Date l • ( By - Date Q. '— Vit' El Mechanical Rough-in(4165) El Gas Piping(4125) El Fire/Draft Stops(4095) Approved Approved to release test Approved By Date — .-) ByDate — By 11J Date S /6 S/ El Interim Erosion Control(4370) Prior to sauteing a Fraaahg irspectioo; ©7 Framing(4120) Approved Electrical,Plumbing&Meebaaical Rough-be Approved to insulate and Fire/Draft Stop inspections wast be signed- By Date obtund approved IBC 1093.4 By An/ Date 7) 2.4a El Insulation(4150) Ml Gypsum Wallboard Nailing(4130) Final-Planning(4070) Approved to install wallboard Approved to install mud&tape Approved By A d Date —1 7.0 By Date — '. Ee By Date fl Final Erosion Control(4375) 2 Final-Mechanical(4065) •E0 Final-Plumbing(4075) Approved Approved Approved By Date By d ..1 Date cr 2-3 // By 4.J1 Date Q J 2 3 (`1' 73 Final-Building(4050) Approved By i Date 1\\411‘1" (� 7/ 117 — LAKAeV — Ad • 0 Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date . By Date • e , . a-ij ,--, . zt ‘i, 1 • i''' j % . . 1'"' r A % I ,,r 0 H 4 r s 1 . a 3 \r, rr , . l r ra s ___.z...... M V 00 r w ` t r 4 . Bruce S. MacVeigh, P.E. - Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 November 18, 2017 City of Federal Way Attn: Building Official/Field Inspector Subject: Two-Story Wall Construction, New Residence, 2001 S.W. 304th Street, Federal Way, WA 98023 Permit#: 1610529600 Dear Sir: On this date this office reviewed the construction of a minor section of a two-story front- to-back wall in the rear of the building in the living room area. The height of the wall in this area is approximately 23 feet. While it should have been constructed from either continuous full-height studs or side-spliced to provide bending resistance, it was constructed as a wall with a horizontal floor break approximately half way up. Having reviewed the construction, and noting that it should have been done correctly when framed, it is in this specific case acceptable. The wall section is short and has 90 degree bends at its front and rear, thus resisting the possibility of it buckling. It was observed that the roof loading on this section is negligible. Note that the structural break in the wall must be fully blocked with either short filler studs or an inside rim joist. This is for full vertical bearing capacity of the wall section from itself and roof loads from above. Thank you for your assistance. Sincerely yours, Bruce S. MacVeigh, P.E. Civil Engineer- #18657 4.111Ef ` . chandisfedwayltr01/1700 [EXPIRES: 4/24//9 I ��/v " r/7 • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 November 18, 2017 City of Federal Way Attn: Building Official/Field Inspector Subject: Second Story Front Deck Modification, New Residence, 2001 S.W. 304th Street, Federal Way, WA 98023 Permit#: 1610529600 Dear Sir: On this date this office reviewed the construction of the roof area of the front porch. The original plan called for an occupied deck on the roof area above the front porch. Part of the design called for a minor cantilever of the occupied deck in the front. As a support for the front-to-back joists of the cantilever, and interior cross beam was provided to provide uplift resistance from the cantilever area. The constructed design for the porch roof was a modified use of the area as a conventional peaked gable-ended roof instead of the occupied deck, with a straight front of the roof area, with of course no cantilever area. The roof structure consists of transverse trusses resting on the side beams in the conventional manner. The interior cross beam was not needed for this structure and was not installed. As such, the omission of the interior cross beam is acceptable and appropriate. No remedial measures are required. Also, the side beams should be adequate since the roof loading is less than the original occupied deck loading. Thank you for your assistance. Sincere) yours tis.M. , � . Bruce S. MacVeigh, P.E. ••f'- •leA Civil Engineer- #18657 �f chandisfedwaylb02/9700 [EXPIRES: 4/24//' /S/foe/ '/ 7 r • ' } • BUILDING HEIGHT CERTIFICATE (IIIIII PARCEL NUMBER 122103-9102 At.' S.W.304TH ST. NO T I I � SCALE: 1 inch = 60 ft. 16, f 150.00' '1""'"' 60 0 30 60 REBAR & CAP 1 EL=702.02 03 < I d 4 ( IN FEET ) alp MERIDIAN: k el i 4" • RECORD OF SURVEY REC. No. 9802031508 ti VOL. 184/34-35 4• I 8 w ��-.- ---ii- �.-� 35.68' s : 1. SURVEY DATA FOR WAS OBTAINED BY § 11 '� • 1 ACTUAL FIELD MEASUREMENTS. ANGULAR 18.56 +� 4• 1 AND LINEAR RELATIONSHIPS WERE ., I DETERMINED WITH A FIVE SECOND TOTAL1 STATION SUPPLEMENTED WITH A STEEL TAPE. . 2. BUILDING DIMENSIONS WERE PROVIDED BY �J ——— 1±-1 OWNER AND GSS DID THE BEST ' 1 INTERPRETATION SKILLS TO FIELD LOCATE THE -- c °ani SITE PLAN PROVIDED. IT IS THE BUILDER R RESPONSIBILITY TO INTERPRET THE ACTUAL di ARCHITECTURAL DESIGN. W AVERAGE BUILDING GROUND R EL.= 709.64' ROOF MIDPONT = 740.2' . 4• 1 I Z j R DATUM: illir BUILDING HEIGHT= 30.5' '- R I ASSUMED it BENCHMARK: FOUND 12" 4" TOP OF REBAR AND CAP REBAR& AT NW PROPERTY CORNER I CAP * EL.=702.02 0.52' S, 0.26' E II N8841'46'W 150.00' - - PLS No. 10708 rviii ---;64, A.�•.a' 1,, DATE '1: Vii(t F SCALE 6/15/18 GEODETIC s ,4,„(4 1"=60' -60 SURVEYING SERVICES DWG 217FDW1 P.O. BOX 133 iii t SOB#217FDW1 M UKI LTEO, WA ,.�dG:st0" DRAWN BY R 98275-0133 '" z.% aw APPROVED RV PHONE: (425) 299-1739 y �rsw',�v ,,,' ate:.,../ ," , ,,,P SHEET SHEET 1 OF 1 4 MiTek MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: SJ704461 MARK A/KAPOOR RESIDENCE/MLK The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by The Truss Company-Sumner,WA. Pages or sheets covered by this seal: K4582345 thru K4582345 My license renewal date for the state of Washington is September 28,2018. 01tING zit S WASt>. 0 wto v. 44 o ,p4tts 54074 y ` Ise 6\ + sr May 3,2018 Zhao,Xiaoming 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. 1. Job Truss Truss Type Qty Ply MARK A/KAPOOR RESIDENCE/MLK K4582345 SJ704461 A17 Common 7 1 Job Reference(optional) Truss Co, Sumner,WA 8.130 s Mar 11 2018 MiTek Industries.Inc. Thu May 3 16:45:19 2018 Page 1 ID:tcVmGmJATbZMCz8GW3oTbEz6?cN-T1TULiKLp7Ax196Bg5SHRBHZEYaJW VJzf2k6BzK92E 11-6-01 5-3-2 i 11-2-11 I 19-6-5 I 27-6-7 I 35-6-11 I 41-6-0 I 1-6-0 5-3-2 5-11-9 8-3-10 8-0.3 8-0-4 5.11-5 5x6 = Scale=1:86.1 5.00 iii - 8 3x10 r'- 23 Y, - 3x4 3x6 G 7 �� 1.5x4 II 6vi./� / 4x5 w 3x4 G // 10 3x4 45 /� 3 � x8 1.5x4— -.1 / 40# I eo \\-, / 1 /7/1/ i '17 / 4x4 = ii 6 12 18 77 24 25 14 26 20 19 16 15 13 12 11 4x5 = 408 = 2x4 II 4x5 = 2x4 II 4x8 = 4x6 = 2x4 II 1 5-3-2 i 10-11-13 11-?,11 19-4-9 1 27-6-7 I 35-6-11 1 41-6-0 I 5-3-2 5-8-11 0-2-14 8-1-14 8-1-14 8-0-4 5-11-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.05 12-13 >999 360 MT20 185/148 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.08 12-13 >999 240 TCDL 11.0 Rep Stress!nor YES WB 0.93 Horz(CT) 0.01 11 n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MSH I Weight:254 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr°Except° TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, 8-10:2x4 DF 2400F 2.0E,1-6:2x4 HF No.2 except end verticals. BOT CHORD 2x6 DF SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x4 HF No.2 WEBS 1 Row at midpt 7-16,7-13,9-13 WEBS 2x4 HF No.2`Except* 3-20,4-19,5-16,4-17,3-19:2x4 HF Stud REACTIONS. All bearings 0-5-8 except(jt=length)2=0-5-4,11=Mechanical. (Ib)- Max Horz 2=169(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,11,18 except 17=-182(LC 10) Max Gray All reactions 250 lb or less at joint(s)except 2=575(LC 17),11=1374(LC 18),18=542(LC 17), 17=1292(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-742/13,5-7=-256/101,7-8=-1068/122,8-9=-1112/138,9-10=-985/80, 10-11=-1338/93 BOT CHORD 2-20=-96/642,19-20=-96/642,15-16=-44/1084,13-15=-44/1084,12-13=-73/888 WEBS 18-19=-18/275,4-18=-269/0,7-16=1400/60,7-15=0/434,7-13=-330/101,8-13=2/315, 9-12=-764/112,10-12=-60/1238,16-17=17/1071,5-17=-524/152,3-19=669/105 NOTES- (9) 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.Bpsf;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)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 O taNG2 ',` non-concurrent with other live loads. T''�rF 7A44„4,`iCj 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 e 44<41r....rl Q. will fit between the bottom chord and any other members,with BCDL=7.0psf. ,,I,7' 7)Refer to girder(s)for truss to truss connections. sic,::::-.„ d `t, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,11,18 except (jt=lb)17=182. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. vdr 54074 4,c 'r''OIST `iv' ONi.L May 3,2018 ®WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtl-7473 rev.10/03/2015 BEFORE USE. sta- Design valid for use only with MiTek®connectors.This design is based ordy upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iiek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 'v fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPA Quality Criteria,DSB-89 and ACM Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3j4' Center plate on joint unless x,y p offsets are indicated. I (Drawings not to scale) Damage or Personal Injury lir Dimensions are in ft-in-sixteenths. Ili IIlik 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 „ 2. Truss bracing must be designed by an engineer.For 0'1/164 wide truss spacing,individual lateral braces themselves EME p may require bracing,or alternative Tor I _ lilipill'ildcz bracing should be considered. 1_ O 3. Never exceed the design loading shown and never O ®� a stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7-8 '7 c5-6 designer,erection supervisor,property owner and plates 0- '4 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 ANSUTPI 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. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular 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 ,moi Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 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. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 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. *NEMO reaction section indicates joint1.71.Xlmilll 17.Install and load vertically where bearings occur. unless indicated otherwise. Min size shown is for crushing only. MEMO18.Use ofreen or treated lumber may y pose unacceptable ►_ environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for MetalMil project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. lc BCSI: Building Component Safety Information, i1'e 20.Design assumes manufacture in accordance with 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 / /0519 (0, BUILDING HEIGHT CERTIFICATE (111 PARCEL NUMBER: 122103-9102 III Allij S.W.304Th ST. NO - 7'11 I mem SCALE: 1 inch = 60 ft. • 150.00' °°"'m;*, 1 1 60 0 30 60 REBAR & CAP1 EL=702.02Co �> 1 `d" a ( IN FEET ) upa. ' U-) MERIDIAN: n_ RECORD OF SURVEY 7a REC. No. 9802031508 / . ° R VOL. 184/34-35 / , sok a" 8 - a 4. 5.6 8' NOTES; 0 ��`• a $ 1. SURVEY DATA FOR WAS OBTAINED BY �No• I ACTUAL FIELD MEASUREMENTS. ANGULAR 18.56' -- a. AND LINEAR RELATIONSHIPS WERE aR, 1 DETERMINED WITH A FIVE SECOND TOTAL STATION SUPPLEMENTED WITH A STEEL TAPE. el °I 2. BUILDING DIMENSIONS WERE PROVIDED BY �O 4-,4____ ——\_ - OWNER AND GSS DID THE BEST 0 / INTERPRETATION SKILLS TO FIELD LOCATE THE — _�`''� SITE PLAN PROVIDED. IT IS THE BUILDER c a" RESPONSIBILITY TO INTERPRET THE ACTUALW' R W ARCHITECTURAL DESIGN. a' Eq .& AVERAGE BUILDING GROUND ao s 1 t EL.= 710.2' `n a• I Z R DATUM: ill ROOF MIDPONT = 740.2' ii na ASSUMED OAT UM BUILDING HEIGHT= 30.0' BENCHMARK: MF FOUND 1/2" R TOP OF REBAR AND CAP I REBAR & CAP 1i AT NW PROPERTY CORNER EL.=702.02 0.52' S, I 1 0.26' E " N88°41'46'W 150.00' — — PLS No. 10708 DATE 6/03 l icii) 19 GEODETIC SAIF WAS "SCALE � l�/,C� DWG 1"=60 SURVEYING SERVICES 217FDW1 P.O. BOX 133 E(Cfd'•,4;i-- 4 , , ,06#217FDW1 MUKILTEO, WA rr k asp 3ss7o �9 DRAWN BYR JUL tf !� �sTE„ 98275-0133 c"0 r-mi. LAS APPROVEDRV PHONE: (425) 299- 1739 tht�VlV SHEET _1_OF _1_ ."'''• ,ViVyArr go - /05Z`jc RECEIVED INVOICE MAY O? 2019 CITY OF FEDERAL WAY Geodetic Services COMMUNITY DEVELOPMENT PO BOX 133 Mukilteo,WA 98275 PHONE: (425)299-1739 DATE: April 25,2019 Job Name: 419FDW1 HC ._ Bill TO: Chandi for Kapoor Rakesh TELEPHONE#: 206-214-7534 STREET ADDRESS 122103-9102 CITY,STATE,ZIP Fed Way,WA SECTION: CITY/CO: King County Description of the professional services: _LAND SURVEYING SERVICES: FIELD WORK FOR THE BUILDING UNDER CONSTRUCTION HEIGHT SURVEY THEE SITE VISITS OVER THE YEAR; HEIGHT CERTIFICATE CALCULATIONS AND FINAL HEIGHT CERTIFICATE PREPARATION, DUE-$700.00 Total due: $700.00 Thank you for your business Y BUILDING HEIGHT CERTIFICATE flt PARCEL NUMBER: 122103-9102 IL )11j111111 S.W.304TH ST. NO "T H I — I 15000' °" `� SCALE: . 1 inch = 60 ft. • 1 • 60 0 30 60 REBAR & CAP ` . EL=702.02 t '�� ( IN FEET ) ici ll a 4" MERIDIAN: ' ee •l RECORD OF SURVEY ^ I 4" REC. No. 9802031508 :� • 1 VOL. 184/34-35 4" t 8 8 • — 4 5.68' NOTES; ic �:: 1. SURVEY DATA FOR WAS OBTAINED BY 1 I ACTUAL FIELD MEASUREMENTS. ANGULAR 18.56'—'00•- AND 8.56 -� j AND LINEAR RELATIONSHIPS WERE •, I DETERMINED WITH A FIVE SECOND TOTAL . • I STATION SUPPLEMENTED WITH A STEEL TAPE. e 1 2. BUILDING DIMENSIONS WERE PROVIDED BY —— -__I OWNER AND GSS DID THE BEST A INTERPRETATION SKILLS TO FIELD LOCATE THE SITE PLAN PROVIDED. IT IS THE BUILDER - Np�7toFL� 4" = RESPONSIBIUTY TO INTERPRET THE ACTUAL W -- � W ARCHITECTURAL DESIGN. 4' i AVERAGE BUILDING GROUND n i la EL= 710.2' in a" I z d- s DATUM: ROOF MIDPONT = 740.2' 4- 1 ASSUMED 4111,0ATUM BUILDING HEIGHT= 30.0' BENCHMARK: MF FOUND 1/2" 4" TOP OF REBAR AND CAP I REBACAP 4" AT NW PROPERTY CORNER EL.=702.02 0.26I ' E N88'41'46'W 150.00' 0 — - PLS No. 10708 1rr////777��777777A.��t....\.��..\...err �o1J . Tr DATE GEODETIC 4/25/19 I SCALE „ `v DWG 1 =6o SURVEYING SERVICES ' Cleo - t 217FDW1 P.O. BOX 133 , , i �', ADB"217FDW1 MUKILTEO, WA Ir' 44, 39' 0 w , � DRAWN BY R 98275-0133 1f,,Q/3', `" APPROVED RV PHONE: (425} 299-1739 '. s , SHEET _I OF __t Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Additional Inspection Comment-Alternate Internal Header, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. As discussed with the owner during the field visit, an alternate internal door header had been used in the ceiling of the main floor just to the side of the front entrance hall. Apparently a 4" x 12" header had been approved. Installed was a 6" x 10" header. This was possible since the wall was 2" x 6" framed. The Section Modulus (S) for each of the members is as follows: 4" x12" S = 3.5 x 11.252/6 = 73.8 in3 6" x10" S = 5.5 x 9.252/6 = 78.4 in3 Since the Section Modulus gives the geometric strength of a beam in bending it is seen that the alternate beam was equivalent (and slightly stronger) than the originally designed beam. No changes or alterations are recommended. Thank you for your assistance. Sincer-Iy_ ours Bruce S. MacVeigh, P.E. Civil Engineer- #18657 .IONAI. bhupinderresidence08/1848 (ExPI /24/ a i1 I t Iv i I ,Jk' 1p I Cn r Xa f ,,,.,,,r' :7-,,,,, owI 115 is 11111 I- 1.0.,„1, ......_410 ,,,.„...„.. . "i r Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Review Correction Comment - Item #25 - Manufactured Truss Joist Equivalent Evaluation/Use of Louisiana Pacific (LP) Product, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. Item #25. We have evaluated the use of LP truss joists versus the TJI product specified on the approved plans. The design equivalency was per the LP design engineers. We have concluded the alternate product provides the intended equivalent capacity and specification as the TJI joist products on the approved plans. (We have performed similar equivalency evaluations for BCI (Boise Cascade) truss joists used as alternate products.) The LP joists used meet the design requirements of the building design and no changes or alterations are required or recommended. See attached evaluation of two floor joist designs. Thank you for your assistance. Sinc-r? yours, , .r; ♦�.!of wns `y Bruce S. MacVeigh, P.E. PVt. Civil Engineer - #18657 4 • t4 I EXPIRES: 4/24/%x7' bhupinderresidence06/1848 EVALUATION/COMPARISON Attached are plan sheets for sections of TJI designated floor structure and the same floor structure supplied by LP for actual installation. Moment capacity comparison calculations are made for 3 sections. We believe this documents the equivalent installed capacity of supplied joists for the building relative to the original designed joist capacities. Note that the alternate LP chosen joists were per LP engineers and represent a common practice for alternate proprietary use of products. Comparisons (Per linear foot of floor width covered where spacing is different) TJI LP Section A 14" TJI 210 @ 16" LPI 20 x 14" © 16" 4,280 ft-lbs 4,400 ft-lbs Okay Section B 14" TJI 360 @ 12" LPI 20 x 14" @ 12" 7,335 ft-lbs 4,400 ft-lbs 22779 Section C 14" TJI 230 @ 16" LPI 20 x 14" @12" 4,755 ft-lbs 4,400 ft-lbs 3,566 ft-lbs/If 4,400 ft-lbs/If Okay The results of Section B do not make sense. A brief joist capacity calculation is done. Basic floor loading is assumed. Span = 21' = L Assume: DL = 15 psf LL = 40 psf TL = 55 psf Use 12" (1') spacing. Therefore w = 55 plf M = w x L2/8 = 55 x 21 x 21 / 8 = 3,032 ft-lbs < 4,400 ft-lbs Results: The LP installation meets strength requirements. The over strength of the TJI specification is not explained. Conclusion: The installed LP joists have been competently redesigned by LP engineers and may be considered appropriate for the installation. See attached information Design Properties, Material Weights, and Job-Site Safety E Trus Joist•Ti!"Joist Specifier's Guide 2025•January 2004 Design Properties (100% Load Duration) Material Weights basic F~r ernes Reaction Pro ertfos I (Include TJI®weights in dead load ,; x" Ma�tlitlfll� �iA 3�i"•ntotmedi8te ' I calculations—see Design Properties *O! TJP , J 1, ResfsOvb"rE oast Dhly Maximtlm End Reaction(lbs1.. .:... table al left for—west weights) r1 ; �u'� Ilfelgbt* ; Monten[t1j�k"''EI x 1{)ems 0;°1T'eftical Reaction No Web. ` .Wit h Web ( Floor Panels (Ib`te/(t) (1(40 (in 2-lbs) Shear,(Ills), ' (lbs) " " Stiffeners :Stiffeners Pine ' 110 '". 2 38'0 . " 140' 1;220 885> 1935 `', ' N q Southern Pine ;+F$ ;3210•••••',....14'4E6r° ,i2:86024. .' 167 1 330 98i1 X2;145 N A < plywood 1.7 psf yT •230•- ' z2 x:3,175 i 83. 1 330 1 035' ,2,410.•‘.)4,, ,, N A I "plywood 2.0 psf �„ 110 �"015 x 2 8_ ____1.56P--,- 885 1;935 4',-i'-'4:4,2;295 1 44'plywood 2.5 psf 1 :'_...g.:LO_ :F � .. 2f) 283 1 655 980 —A.2145 r zv j t .. 2505 1 1W plywood 3.8 psf f 230' ::-3''------1---44 ,...,..:•419''',- 3 0" ;}7��5, = 310 7j.655: 1,035 22410 2 765'" Lz"OSB 1.8 psf 360 3 0 $1160 z, 419' t 705 1,08_,.....0 2,460 ..231_57•_.1._ 560 a � ,f.hit} adti4 % k 636.2 '<� '211502.•.', 1,265; v '."44;,.. .:.:.3 !• 34'OSB 2.2;psf 3 000 475 > •..x 49 65 x�' ,; 51 1 w f;',86iJ 885 1;535 2 295 3'a'OSB 2.7 psf r h' • ' " 415 _ 1 945 980 2145 ,,e t 505 I rk"OSB 3.1 psf ra 0_11,,,,,-.." 3;z oy a b} x454 1,945 1,035x7 2410 � 65, i l�ik"OSB 4.1 psf '4 5 ' r 12; 1955 r�108D a 2,460 "�.:.. 1' , c s " , .�f 15•. Based on:Southern pine-40 pct for v '''' , 0.16 t 5+k"r .�i�- 6 o 09(1Z: •-•,.';',,,,V4°'?° .. 3,000 .�.. plywood,44 pct/or OSB Y " •210 ';, ' " � r r,�6C..'41.42190' ,i: up980i 2,145 .. . 50$ • 230 •,:.3m.,...,-,,_,,r� ..3b7 ,,,s4401x°air 611 2`190 ,<, 035 2,410 (is 765; ;; ° Roofing_._ ____ 16 ?a it . t is ,z„k7a e _ �_..—— 360 }' ;3 405 = 830 2x'190 i1,080`t 2,460 2 15 i Asphalt shingles 2 5 psf -4'5'' ;',';' 2425 ,�”„.,.1;252s� *�,2;71k vii,01,265 � . - 3,U00 K.• '” e3s475k ,; Wood shingles 2.0 psf (1)Caution:Do not increase Joist moment design properties by a repetitive member use factor. ' Clay tile 9.0 to 14.0 psf Slate(313"thick) 15.0 psf General Notes T/1®joists are intended for dry-use applications Roll or Batt Insulation(1"thick): . ! Rock wool 0.2 psf Glass wool • Design reaction includes all loads on the joist.Design shear is computed i 0.1 psf at the face of supports including all loads on the span(s).Allowable shear may sometimes be increased at interior supports in accordance Floor Finishes with pending ICC ESR-1153 and these increases are reflected in span Hardwood(nominal 1') 4.0 psf tables. Sheet vinyl 0 5 psi • The following formulas approximate the uniform load deflection Carpet and pad 1.0 psi of D(inches): : 44 ceramic or quarry tile 10.0 psf _ I For For i Concrete: TJI®110,210,230,and'360 Joists TJI®560 Joists ' -._ _ Regular(11 12.0 psi _ 22.5 wL4 2.67 wL2 22.5 wL4 2,29 wL2 Lightweight(1") 8.0 to 10.0 psi 0 El + d x 105 0= El + d x 105 • Gypsum concrete(3/4") 6.5 psf • w = uniform load in pounds per linear foot •C ;r°f - 1 L = span in feet /r / Ceilings .____ ____�____ _. _- d = outto-out depth of the joist in inches Acoustical fiber tile 1.0 psi El value from table above . Jani'gypsum board ,.2,2ssf • \ 'gypsum board 2.8 psi t Plaster(1"thick) . 8.0 psi • U.r • v..'. '1 Aft141N i1IIMI t611 leder properbracing . tFaanatru,;tion can k x " ' ,r a ;r •WARN �_ r�g�)f1�tf�SOrfb'�accitlents Under- nitaFtenditions If the ,Jr��F�� - zx; . � � '� �'�� 1otlAtyitig"6i�idelfnes are�+ahse0ved,'�1del�+tswNl be avoided�'� � i�? w �If :141�` a a t Jois• ts are i'A ''locking,, al ge 00" ° d rfni�b its at;it up arts Of the ; 'f: t j a'" unstable . I. oasts 't7s1Pbe, , Sjeth i'dost Ind nd rQp.�grlr aft .. 4 K ;;,,:t> 1 ` '.t �' y.l r : ,yQ'+s�'� esus w d 'Q " • :,�` C " '43 il ' =r",� � ' ; . tang1 bracer# : a tre��►� �e a � 1 � � ora vae, °lje bre e ° 'e i .t° aft i >?neb ' � (s+Jrd�dipiledbyafta orari7�ar t%'''':'',;'''-'"-'- `.1$•< 's - �, ° e' s,, laterally t �a d „; �� a ,`i .gie ,nikti li a1 . e 0 l , Wets h 4nd 5 ' ' `A. Bracin Includes: ' ',e y' ��' �� 'Vir W d� . :0;: - ��, • . _ • ".� .` �'44 ,, Blocking 3 ' b o itig'1� o mliilmum)mint be naai8d •'o braced etf,6441— '' ` ' h a �5r4t3 r ? eitkir g(1 9-0'� � ct joltf Wit?out thf b ft �'' �1 , Y ,f %�Ct aU'.>�.t�ly FI &'S • Hangers � v.,��y i � X s3 J.) Fp kta,l`7`; �u�/7 �f"A, '°h�i ��{ • ��%:1.,:'1'4'44 7 Y4.j�`. ' �:: + ys �ty4,toil a L': ig oba'b�e"ti•'i'b 4 h tongtf c'1rror t -'.'1tk$"`*a�"' f �� • Rini Board '''•'!,:i a ,491�ofuric '::.!•,' l bd1ieattiri) " , vrk it . ' UY1.Y t�4" '1 `'_r/ as s w..sa-�'` V., t : i a z k . s "..--4-ANAt• �, qq+l�c. diV . .�, 4 `fa'�.r-, ' ,%." , aG aVp,a +av °Sheathing tnn0` ,11 e . ' t ' a ,, Yf'�� ; r' 'sfd.��yY r �; e�Tl � � � ` �` y� t � � a 3 � a, ie. '3 e n , u, i e Rlfll �1D151 re ° :i; P c$ b e,T N A: u ::as� • 7 �� a t � Diu1, 49 ��'�' °ae e i d A:4r,�0 g"° S,h� ,,� d�Ygd.V� si, 4 f ��k� „,,,,,E,‘4%.9' 1. y�.$a��F�f&@r� U d 6, � x�. Uip”. , �7 ,� ti �!. ! ..w aS �v 9 o '11I. V lit Id '.14.'1 t Ra , .` d"441 ibo ,�. r °, ° .� .rte s trtrt Lines Y �r fi °4 A iy y, • :!` s, U ( ` ,.s `" a d rye . a ."S .� ,i trtea ;, ° •�. °f,''. 4:t e./I k 0. ioirot,,o,, nge ' `!f -,'l Y •fa .., Ie p. �wry ae men ,.l',':!� ,. :r 3E a. .4)40 ,,N . 'r,"ts yW[U r, .: t t^� �i s a 'a,2' 'he. °°t''l k�` „,r,„,,,,„,..., ._ < • • .00R....SOPER • SALL LEAR.E AI T �m RE ..E�T°!VIR.,RT ^om°ROOF � r.h,..041.001 F�NE�T - — 11 1 O,KwsE 611.106 SEAL 2.ALL AMMR WADED AT 16•AL SE RInE WRM,FL4 Ie,�RO MAQ°Ai.oui xo�O.E%R,E.YL ST:O,mYUC4M, 1 PE ' ` "A.WAAL SPAD F PER Z a R SAAR w ET oEmT MAX/REL.E .-LW 0 CD 443t' 4 o r - 11141— .L�taa I TT1T1T1T1 ;-C-„ ,„,_` Trfi7 r1:' .,0 � a TAM TM I , �,T x n�R a,T MOTS K�”W I ..��r�m. . �. I • !i I I i i I i' n x �s� � Z i� L •X w� Li 1 1 1 ' rA ly 11,f.. 1 1.•�w ... 1 1 1 i' P. x.. t ,W.TOP..,�OR TOP rraAVIUN ,AITOE L.0XLE AT. Z rc r�' S. PROP.� �„A„•�,EE.R,.MR R, a tu m e'vmi' »o�� w a € � first 11E ii I ! III 11 1 1 ,�.,,. E I .�,S...«o.e..�.m� ,..., a k w ... �`” 1111 ° UKa , 1 111 i K, .« mC.„°,.,. .,..A.MI�SEMSMATm.M l -a I I II ��, I ©:� I I • 11' 01 V V I' d II _ . ■ . ,. .a �i-W1i111� ,�E,AN A,�,AFELD APAAIA°MUD 1i�1 OLKWx.lU.11 STEEEE IP W.M.T 0 14.TJNE .OL ' '• it n "ee'°"`�TREATED ub00 OR os 1 ! 1 1 I k ;4r.6„, _ °= - 1 I :1 1 1 1 1 1 1 1 1 ---- - - o REA.TAR,AASOCA .Y, ..,1.1..e AMR AU i \; p . I ' III 1 I 1 I J:I I I I I I I j =_-_- Pati, LEGEND 011tilf III �; r= 1 1 1 1 1 1 1 1 0=- = il t', �o11� I4HIb5i . ! 1 Iiii � !11 171 l I� t:11 i a -=-= I fi DEWn . „� a [ HMO':I I I m 11 1 ,-� . o 1, ,E,WEAR WALLS TA LEPER.EF • III 1 :o.�xW..,� -ii -1 I --,7_ — — �� WEAR WALL SCIRIALE ATIO ELEVATION ° � 1 I 11.., I� 1 0 (BALLOON PROW 4,NO SAYE o , 1 1, 1 1 1 I I i t —II it -- fP: S�RA MAR _ 1 4. 1 1 1 1 1 I �-�t— it_ p I I i 1 1 ---- — ,a`E ...MAREw.ER ?d'o I 1111 sF- '�.. v le I I 1 'III' I •��- - _- �\ I I I A"I I I�I I I � I _ o -- -' €•, =3.6..............",o... . MA IEam...:..x«� _ L °1r ----- ---=== .: .,1 11 1 I 1 1 I I I 1 i % ////r/ DEE WA ° WOWS T E�Ww� ' _-_ — — _- I 1 1 I I I I 1 I I�r. s. ///i%/r///. o tt 1 Si _H — Lill i ,, � , / '•9•7/.• / SHEAR WALL°uCHEDULE NOTES(UPPER FLOOR): Z® r/ MAll.SPECIFIED Su.ED. ROAM A,'0.aTme R°LN0.Rn.IMES RAIL°o SHALL iLAM �2®lj8 r - O • ://// //"�//•A/' 1//r/' Y, y x.ZONLx w ME 0.2 TOP)u,[e NW.2 PLAT. ljf, x 1 ' sa®l.e eu4C x pEawATEO AsnR.Rn 0', L., 1t, 'f%/ r' /ji / "x a" ""�m:,a I,�sm,r�..E.�,PACEDAT,•°L ITT-77- TT-I-(Y- TIT-IT'• © j! !/i� / r/•/:; �%i:l� .EA ,�� n�:.;µ� � �' �" `�. l I.1J-LL11- � .•�,/.///ii/•/ii// /ij!•i� ° eEXTE.R..IE.nlai r a.cr�n.•o°. • a, o' IP: �R®.�,aE.°.a, y�d,/r, / r� IX 04 r ,. OR CP MALL AMA n,MEW�.n..n,A NEE OVALS v,) MLA 04.1'A�tkEN OVALS SRO AM MS COWER KM CONECTITS0- /, . / .. ,.ALL KaLL./ARIXlmenawRRA ,HAZONTAL LL BE2X6FOR EN MN M•i,e�.awu,NOTED AMR INIMMICR `fit WA.OR Y WA.OR MNaED m easo-ae. t0.&*1.#/ • / •IMTwRa 6.ME MR.w.EEL.MR EXMOOR LOLLS SOLE Kurz SHALL 120 DOOR TM wTI MINOR 'SUPPER FLOOR FRAMING PLAN �` ...SOLE MATE SALMI 211•YL BE IA el APACE>tr OC AUX OR LIM AO WIMP PI ir " SHEARWALL SCHEDULE L— ,., a �,nxu .Furs [g Exrn W Rai.)...w.ser,°pM rte.sax°,,LIN, IVLOCISTES vu, OR .)u ,�1..WONG E E[XEB E is 2 nt.r� mN OVALS !Ella ru, raR2 Yi Praia, DO NOT YALE DRAWINGS.VEWFY ALL DE1EN91CN5 v a, of f x ON, oJS x om'1 )^, A, a. LT, s c Fsii-hi N VV 32 VATH AFCNITECTWAL DRAWINGS. WT ,N:e[WALLS J OG16,141,00L. : "/�•/ r;f�� www,MOM EXAMS.0•0 ATSPE Dmxw ��'iw`E°s° r2,y.r°no r,yaw, a SR )-ar ror x,PIF a.. 97416 l , o n xo ,OL. „ ' , �. ,. ,.m. AZ= BS FM �k S 5 / //c1 tlPa FOR AUOF.EXIMOR)W.,wrSWARD.60...E.OTE.E@ NOV S..SMAR SAL 1.00£.OME 1 ••••• , , I ' I id . Ii ! 1 '\_3c.4! - ,,, i , f I1` y E r�i�� ►4 ,- ---- , i I i i \ -i- • -- -' - -— ♦ \� LVI �i' X 51iI'STUpS 1 , I i I i i : I r s 1i'O.C.FULL NE LsNT -c I i I r I �� - i 114'TJ1/10,a 1b'O.C.; I I // ( .ALLOOE FRAM:) 33 i I I ---- i 7 _._... NO r 1 i tiILI I I : • 1.4._.............6L14'TJE/210 e 161 I AC.i I 1,___ __ _ it i ------ - - _ - - 'I ii ' . a I I I s II I \♦ IIIIII II / .I61I G ii I I I i I - 5S g:{C/ /.J � /\ � I �, � R 3%1 C-�� ' 1: ? — — '-• 11HIIl /4 , /, //; CCR�RPOST DO\INECTCNS Q - - - . 1 I ; / / , / SEE 'PETALS 5t53 AND 12;53 ' \ 9E- + _ _ ` ` I i // I Irt i/ \/:///,////// x x / / 'I- :-C-43'("•• \ ' , .„:• , / , / - -- --- -- - - - ----'--1 / I 1/// . / EDi 4 — - — —.- 5aX1314G + i I8 I (7 I 4' JII/0 ' 1T[TI1 I la I 64:,tki. 4 „ /r i I , L41I i J i ,,,..3, . (1,,z,14 1 A �" I -�- �--Y CCnv':- POST CO N C'ICNS SEE DETAILS 9153 AND I2i53 CCR E POS' �.1NNECT4CNS-- SEE DETAILS 9./S3 AND 10/S3 UFFER FLOOR FRAMING FL4N ::; ,..;,,r/^' N7 Id �. N1e..17'c kC1 sawn: t4 /. , . .p/ . / F+ . � 4 s. .. //. j'• / !,) , ) f5'Cdl OW cs�s �Vi3is-S n-o I91•ox!---__ ,/�4t// �, // : . - , � / u��/ sn.);;'= .6a ts;d aha,- -- --I—ITT ,,,.- / `,.. , ,'C l9;if.x Ail. v , \ 7 . . 717111 ''. , , ,„, . .. ji, //i" /i /i. /'i, j/'�/ice �`'W�r I_ _� y�o 1�.multi.s. ti-, a -�--— —- r '' t,I / ' //-' //'f///' / ,/,,,/' , 4IICIIII ' ''►; ------ Nt.., '/// /// /// '/ e4° 11H1 j `�x - - -."_- ^r, , 1 1 "//r/,///// /''�//`` :„ ` I t1 I ( CI ' 1I !' - � ' XS `^ _.—..1_F -' 'LCL_ /1 ..L_ LJO , 1 , 1 I ! 1 1 1 r ------- - -_�_ ////z/ :77. , i_�I 11111 , I, —}r--1 I i I ( ,C , fE 371 eJ9 7. .__—_—_ 1�—_—.�L ;y4lC'v11Y Ki"J77t it , - ,-ie,>1 ik4I'V1L L ' �pX ____ _ _ - ------–Iw I I I I I � I 1 1 , I l I f J 1 a ~+ avtrl.n __ _ –..�, �--�--- -�-------ice APA Product Report' PR-L238 L______;________, Revised November 10, 2016 Page 4 of 13 Table 2. Design Properties(Allowable Stress Design)for LPI Series I-Joistsla> Joist Depth Joist Series El(b) m(c) Vo) VLC(e) K Designation (inches,unless (106 Ibf-in.2) (Ibf-ft) (Ibf) (Ibf/ft) (106lbf-ft/in.) otherwise noted) 7-7/8 69 1,910 940 1,900 0.302 8-7/8 92 2,205 1,055 1,900 0.334 9-1/4 114 2,315 1,100 1,900 0.347 LPI 18 9-1/2 142 2,365 1,130 1,900 0.355 11-1/4 228 2,915 1,280 1,760 0.414 11-7/8 248 3,100 1,335 1,760 0.435 14 371 3,720 1,510 1,600 0.508 16 514 4,230 1,680 1,200 0.577 9-1/2 142 2,365 1,130 1,900 0.355 LPI 18F8 11-7/8 248 3,100 1,335 1,760 0.435 14 371 3,720 1,510 1,600 0.508 16 514 4,230 1,680 1,200 0.577 7-7/8 117 2,235 1,045 1,900 0.305 8-7/8 157 2,580 1,175 1,900 0.337 9-1/4 173 2,710 1,225 1,900 0.350 240 mm 183 2,795 1,250 1,900 0.356 9-1/2 185 2,810 1,260 1,900 0.358 11-1/4 280 3,410 1,425 1,760 0.417 LPI 20Plus 300 mm 314 3,735 1,475 1,760 0.436 11-7741,.., 3183 7 5 1,485 1,760 0.438 14 .) 474 0 -. 1,680 1,600 0.512 0 mm 488 4,460 1,700 1,500 0.518 400 mm 629 4.965 1,845 1,500 0.573 16 652 5,050 1,870 1,500 0.582 9-1/2 185 2,810 1,260 1,900 0.358 LPI20FB 11-7/8 318 3,755 1,485 1,760 0.438 14 474 4,400 1,680 1,600 0.512 16 652 5,050 1,870 1,500 0.582 7-7/8 152 2,890 1,045 2,200 0.200 8-7/8 203 3,340 1,175 2,200 0.201 9-1/4 228 3,510 1,225 2,200 0.208 LPI32PIus 9-1/2 243 3,620 1,260 2,200 0.213 11-1/4 359 4,410 1,425 2,200 0.252 11-7/8 406 4,690 1,485 2,200 0.267 14 589 5,645 1,680 1,600 0.313 16 791 6,545 1,870 1,500 0.358 7-7/8 204 4,290 1,145 2,200 0.341 8-7/8 272 4,955 1,265 2,200 0.385 9-1/4 301 5,210 1,310 2,200 0.401 240 mm 317 5,340 1,335 2,200 0.410 9-1/2 321 5,375 1,340 2,200 0.412 11-1/4 480 6,550 1,550 2,200 0.488 300 mm 535 6,920 1,615 2,200 0.513 LPI42PIus 11-7/8 ) 547 6,965 1,625 2,200 0.515 14(9) 802 8,390 1,875 2,000 0.607 360 mm 825 8,505 1,895 2,000 0.614 400 mm 1,054 9,560 2,085 2,000 0.682 16(9) 1,092 9,725 2,115 2,000 0.693 18 1,333 11,000 2,555 1,700 0.960 20 1,688 12,170 2,795 1,580 1.067 22 2,088 13,335 3,030 1,300 1.173 24 2,534 14,480 3,270 1,100 1.280 (Footnotes on Page 6) ©2016 APA- The Engineered Wood Association 11-01 �� / J 4. <l� , ' 9x • ‘rt-74X.., I�, ' `�kf4EtlL,_� 6 LP TAPER Tcr a-- NOSE / ; Vet S v2.410040 �Ln Pa'XEy^Er�n9 ., .a'oe- art 9A L KN fRN€) 5 w ''T �' • co „...,:,.. ,„ i , s. �,,� ,, 1, 0,.., I I r Q k ' �r UPPE- FLOOR FRAMING PLAN KO erL ISE or aa'a> w�> .,' >�.r�• .elm wraajat �1 _a p� y-.,_ 1 1 I I . . miff :it ::��s >T'T _... .._— 'LV...eXk'..t IMO mLL al CC p ,___: 41 ..., �� x § III 1 gYAM X >r..• "' _ W 4 .. >�....r. f Inror..,.. A.A.. N Lw.w• fR/ i"...") is Ir a.. ' p' § CO a .,��. --moi`"'"'"" � y vv, \1 ( � / �� T L \/ J� i� N. 'X SSS'VIVO'.- _ „/"."---..--------.) kl• ' HJT BY 11F*— +gJ• , ay aqg > ' . / r, m / _I Ct > ti m.o./4,M- � �,+ 0 w Z< COML..,POET wrrES X;*— .. * O SEE OETAIL5°$,95 ANC f¢'493 t ,. ./ • W d O K: 'MO MINIM ' s a v~a i' ®� • .....+4 +'�,re / DATE Of DESIGN rTOA aero. 4 11:.A.NAM,AAA°OA LA MAUL AAAr TOAD= 4 : . 05/04/17 LAY'rrw o''iircn ai3;A uuus m Lwwoo.n>.wa ; ` ■ I S G /4/ DVEOFREN90H TRAM. „C ".�:R".'1 "pMAX.er r. 41..4, ; 10/5/17 MM y TAM.A.A410.400 MAC,.PURCAAVO NVIALLATIcAl TO PAM'MAT AXIOM MAI. / DESIGNER x t611111/111111111611Rs'' DESIGN 1 NUMBER ):IYHF + k; ``L41704088-03SU PETALS 5,s3 AND 10O, ,<, , ..x.TxxER M94 coNTEC-ce--/ 4, PAGE 1�4 ERFLOOR FRAMING PAN �t� DROOL PLAN DATE: DVI WIT ,41 ,(...,.-a. r , 4.0........-mviate.T.ana./0.0.....•711/MaiarIP..a. ....,..wm....., .... i 1 ' CZ CV ko 6,,_ g g '. ,E,§ . • L2Ø x 14' . - . 1 CP \6 1 13 .. fa 2 ... 4\,... . . .. \ \ , ,........m......................, LP1'20 X14" 11 .. . ) .' 13 1.\ \\ GL55.1/2''X IV 24F-Y4 5'1:1).Camber 26' ...s3 .-iti ---. LP1212)X 14' •-,.. — . LP:20 X 14' .; . 111 . .., .„,. , 1 1 - - ... • v . , 1_P-:20 X . -'4, 1-113120 x 1- 70 1 i , ,attil. t-OL- r--7 r,'' '--I- 544.- ' , R3 ''nn'71 ', ' '', i C.,, ' I. . ... - -n , F 1 '''`. Lpr XI ' 3' ,../ 1 - 4.P , til 111 ., . - . . • ..x i"5 .... "tfib, r 0;IA .• .. .••, ' 0 II1, A 1 . ,. It d 1 P/13422' 20 X14" 4916 OA. , 4, 13 ' t r ...- .., ----1P'11. (r. \ .., • " t -- ... .. ,, • , . 5 ' .."".....7\ . ; . _ _ ......cr'.- ik , 1.---- is 71 ... . . /I L / k .. ' ... . . , .„---- v\k.,,,, _.. ,. x 14" 3 '4N CI ' , . . ', ' -,,,••• '''', t trif.V.Z0V.«. C...,111r2=ttic--7-.... t....-77.-_,....•_ • ''). . ,. ; 1 • ./.1..„, 'O. . . ...---- J-P12€1...k_ige21. _ •.. ,,,,,e''''. . P:20 X. 01_15 5 1/2' X IS* 24v-v45717.Camber 26' ...- — — --- ,..... ..____.— . M ' fit' -1-1,12C X.A.41._,....162__ • .. ''. . LP1;C. 1*'-'-- N..... . • LP..x........,.. .. .. . .... •••., • • LpagLx_w____211.___- • ' LP120 X 14'1...,,21L . ., . . W.X14" 2L_ _ tf . g 9 . LP120 X 14','.2' - .1::. 1.. al . •'..Y. I -. x, .-" ' * - • i 1•12..5 X 14' 21' its,- Cl X `- LPIlbfb X 14" 21.- ,41.1v) ,. ,1 41111111111111011.1111111111111111111111M Pi''''' '' 112X ' V , .... ,. . ,„. ,... I ii % . /L12.9 x 14. 1' .4 i 1 \ • • W . 6 .6._5 S!..1.x IS'2,11F-v.4 eO.CAM:Mr 26' L.."'- IV . .. , H . .-:iiZt....' ' 6' / a \ \ ' ••-• '1*.t2. \ , I / I wk '‘, •,' si•• - U229 1 LW ki•'— •. , ' ''. ....r.'120.x 1::-.• , / 1 , \ • ,-PrAIP X 1 4• WY )(..,.., ,_,,,eadt4 IA" Is' 111120 41 IS" 21' • ----------! .J.0.1219,4r 4- .2t. \ / . 0 1 ftl - - --- -- LPL2113 It 14" 207 ----1 -..... ..;!!! // LF+12110.X LP 21' 17 a— is I.Pt 2011 10 IV 31' 18 ---- -1-1S12011LK 14*-2V-- -X •3 •3 '0 . *: - y , ,.... _ ,........,‘le 21' I 1,02415 lar Le' 21. -, ':•.X.44.'-' 245".. _..: :X . INk _ .,,,,„ coot, 0-- —71 oi 4. -. .... ,. 1-"Illax UV_ ex _ URINCLX11! E / .. L — '..2. - •Lemeuxid:,Jb__ .,d, L L .S'1)4" —10 t, • '4-'. . . -' # ,+ , c. \ 4. ‘..:44ei TIE 14/' z. 1 I L'Ir.,....„ 3:t. 3. 31 Ai* - \' 114...\ - g'.s, '71 _._ .a • 0 A 1 I, . 1 , , t , I I I riar - . I I ' , •cr 0.4. r, .., \ . • "\,,,, ,,,, 1 I \ ' \ . ._...„ . 4.46 41, •V , :,_....,. .,-- - 4, ... - 2, '... :' ' ,.. ', r';--',,;,'L- -JA''';',Zr'XkO6-,fr79"'Irq"74''''' • - • • Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Review Correction Comment - Item #22 - Theater Ceiling Outer Rim Joist Field Adjustment, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. Item #22. Approved plans show a ceiling outer rim joist in the theater room to be a 3.5" x 14" by 14' long LVL. Provided from the material supplier was a 10' long section of the 3.5" x 14" LVL. The framers provided an additional 4' section of 1.75" x 14" LVL to complete that run of rim joist. It was fitted in neatly and provides intended support and connection measures for the wall. The remedial measures provided by the framers is adequate and no changes or alterations are required or recommended. Thank you for your assistance. yours, f' l Bruce S. MacVeigh, P.E. '•� '' o �� x Civil Engineer - #18657 ! , / •NAL bhupinderresidence05/1848 �. EXPIRES: 4/24/%I I 7 / �.5) • „,-....,-!,,t'...;.,...;...,,,,,:;::.4.,-.--''''''''''''''' _. s► 4 i'l: -140tow., ,* ,,, y- y�y +n s. l� t. NI �µ ��g - 'P'*► i sir- ,,',R ..•f, w'„`.s1�,.fro g t r. z • '' i Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Review Correction Comment - Item #19 - Rim Joist Connection/Blockinq, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. Item #19. Approved plans show attachment of rim joists connected with A35 clips per Detail 2/S3. For this installation normal nailing is adequate and A35 clips are not required. End blocking of TJI joists is not necessary with normal end nailing and floor sheathing attachment at top of joists (Failure based on "rotation" cannot occur). No changes or alterations area required or recommended. Thank you for your assistance. Sincerely yours, I �L _ ". `--7 4:1", 4WASf ' Bruce S. MacVeigh, P.E. 'Y �' ,r. o ,,,v ,„ Civil Engineer - #18657 lip/� ."i z� � s ac, ONAL�� ' bhupinderresidence04/1848 EXPIRES: 4/24//x/ I 1-6,i2 '-/ Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Review Correction Comment - Item #15 - Eave RBC Clip Installation, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. Item #15. Approved plans show the installation of RBC clips connecting rafter/truss spacer blocks to top plat per Detail 3/S3. These are not necessary since all observed trusses/rafters were positively connected using H-1 clips (or equivalent for wider girder trusses). We do not know why the detail shows both methods of connection. No changes or alterations area required or recommended. Thank you for your assistance. Sinc-rely yours, G / f ' yis Bruce S. MacVeigh, P.E. • Civil Engineer - #18657 '. .. • 4/IP./ 0, /1/• Atfbhupinderresidence03/1848 EXPIRES: 4/24//9' I NOI.13" U %41111774 O141a3d9 el09 Is 133pts ; P--r- , u- NO 3l'1a3tios-rim NV-41G 339-and , ii -----______ — 1-trr 1:s m2 931ON 1Va3N31)33S-ON111VN 39034 NV,d a3ti 213at , 0 S91R11 1.CV3 ill NO4dl IS Ill1 D S39graL'0ai.1 `�...4 \ kid.+. I— ,�1NO SNOLLVOOI.�ea.1V `, �—•'_ — �_ Oa VNI)IJO19 ar1O xz 3a1A0?Jd — '`r! 0) '70.9.P 9N1)00183 1-1.1.11014S M111014s same Ol HOV11V ION Oa :310N/ -\ O'O.0-,9 1V a3a'Vds-X21 NOscWIS Sb3aJ3903 Imo/ 1,1 31VIa3l.Ri31 .A N1'7'O .P89 93/S3°J03 'O'O.9.Pa MI 11VN-NV1d aid%1H1V3119 '----- . . . Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Review Correction Comment - Item #14 - Front Porch Upper Floor Deck Strapping, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. Item #14. Approved plans originally had an upper floor deck above the front porch area. This was eliminated during construction. The tall roof over the porch was constructed per plan. The referenced post strapping detail does not apply to the beam connections in the porch roof structure. Installed were heavy gauge architectural saddle connections which provide necessary connection. No strapping connection per the given Details 5,6/S3 is needed. Attached is a photograph of the installed top of post/beam connections. No changes or alterations area required or recommended. Thank you for your assistance. Sincerely yours, .lyi;,' 'cl :ruse S. MacV"eigh, P.E. ':i Civil Engineer - #18657 'r 1,0 .(��'►f/• d bhupinderresidence02/1848 EXPIRES: 4/241/9 ) /1 ilit • ..K.:1-,,, 4 r a, HEAVY CORNER AND BEAM SADDLE CONNECTIONS AT TOP OF PORCH ROOF STRUCTURE AS INSTALLED. ii 41 , E N ' Ili l# ;,ri I. ! ,i d 1 ° iil , I,f t 111 ' ?iF '' tI #i it i ' ii 1 it la \------t. Oil i--x—s'.- : a il Ii! _ Q ��t � �f f i __)f i/ !g it[ 4 q b { ao• 9 I i 4 iii'. DETAILS 5,6/S3 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Ph: 206-571-8794 July 6, 2018 City of Federal Way Attn: Building Official/Field Inspector Subject: Review Correction Comment - Item #13 - Master Bedroom Window Header, New Residence, 2001 S.W. 304th Street, Federal Way, WA Parcel Number: 122103-9102 Dear Sir: On June 30th this office visited the above site to inspect and/or provide additional information for inspection items per the Correction Notice dated June 21, 2018. Item #13. Approved plans call for a window header with 7' span to be LVL 3.5" x 14". Installed was an LVL 3.5" x 12". Attached are calculations made from on-site measurements and observations showing the installed beam size is adequate. No changes or alterations area required or recommended. Thank you for your assistance. Sincerel yours, :g rr� :r.ce S. MacV Igh, P.E. /' Civil Engineer - #18657 W NAL bhupinderresidence0l/1848 EXPIRES: 4/24//7 7t' '/h -. ii I A JO . . � \\•\F pro. 1 CENTER PANEL WITH 7' SPAN 'loMillanar M , . '' ®► • , .. , -, . _:-.4.1111:.,, • i! ; ! lel ' t f hr,. i 1 • REAR PORTION OF SUPPORTED ROOF SPAN A BEAM CALCULATIONS BY: Bruce S MacVeigh,. P.E. DATE: 6 71 - Y % •8 14245 59th Ave. S. Tukwila,WA 98168 PROJECT: F v e,A/f'1 iyit /F S Cell: (206)571-8794 BEAM LOCATION: /14 4'S 7 ' 2 GJ/"4) '' "-1 /,/,eN9F/2. eI-1FC/� SPAN = L = 7 FEET DL = /5- PSF LL =Z PSF THEREFORE TL = 40 PSF ,Fe)air-- /6.,411) w = TL x width contrib. area = g60 PLF q0 x ?/,S- Lf3r MDES.(UNIF. LOAD) — w x L2/8 FT # = Roo , 7z1S FT # = FT # = 6.3/ Z/c) IN # /.s ' MDES. (POINT LOAD) '7.= ((L — ) / L x P) x X FT # = FT # = FT # IN # BEAM OR JOIST TYPE : / // GRADE: 57L), Fb = 2 66v PSI Y " x /2 " C ///s 7,91-Z,E- )) (Min. S Req'd = IN3) S = b x d2/6 IN3 = 3,S ' (.z 2/ g = 8�f, D IN3 THEREFORE: Mcg = S . Fb = IN # McAP. = 84 0 ' 2/ G, c) = 2/f 9e,0 IN # GREATER THAN MDES. = 6.3, 2/v IN # REQUIRED C/ THEREFORE OKAY RECEIV-FD4OFL PERMIT APPLICATION NOV 0 3 2016 PERMIT CENTER+ 33325 8th Avenue South + Federal Way,WA 98003-6325 Federal Way 253-835-2607 + FAX 253-835-2609 +permitcenter@cityoffederalway.com CITY OF FEDERAL WAY 5 CDS �iJ , _ PERMIT NUMBER I rho _ / 0 i ( (K _ TARGET DATE I 2_, I /5/ i, SITE ADDRESS ----- ------ C)0 I c5W 3 t./ci to S± SUITE/UNIT# PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ 6IC:0 0-'0 1 2 2 l 0 3 - q / d 2 TYPE OF PERMIT 0$UILDING ❑ PLUMBING ❑ MECHANICAL E DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT Pow 'ES/ PROJECT DESCRIPTION 42/JS I g°T .- sf _- Detailed description of work to - be included on this permit only NAME PRIMARY PHONE p/>f moi; ,y 4.--4-po t,/2-- 5 z 3/,_(--d7<2- PROPERTY OWNER MAILING ADDRESS E-MAIL -6. 8.d9 // 8174 S � / c%1/ r, �yC •�;� CITY / ' I STATE ZIPe 0 i 4" u� NAME O/,` PHONE MAILING ADDRESS E-MAIL Litt!CONTRACTOR '- /ti/_.•_,- CI STA;r, `Zip - FAX WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# �/ -) tJ NAME +1\��. T--:.' F- / / '-F( z,o6 PRIMARYDS i g'lco APPLICANT MAILING ADDRESS ( E-MAIL e7-6) ( i n I, A-,,,, A u A.-:,,,„Y e J -4 pi---o4 Vii. v CITY f-�- ✓ STATF ZIP FAX NAME /�,.,y PRIMARY PHONE PROJECT CONTACT '- • /ji API' "T (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence concerning this application) CITY STATE ZIP FAX PROJECT FINANCING NAME El OWNER-FINANCED 01.-1040r-r- _ P11`i14NC�'�3a _ When value is$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 y as a part of this application. SIGNATURE: DATE /C , ,- — / 6 PRINT NAME: /l 4-/C/%y// /-1 .1.4. Y,/2 Bulletin#100-January 29,2016 Page 1 of 2 k:\Handouts\Permit Application VALUE OF MECHANICAL WOK., MECHANICAL PERMIT 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. AIR HANDLING UNITS X FANS GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER L FIREPLACE INSERTS HOODS(commercial) BOILERS I , FURNACES HOT WATER TANKS(Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT Indicate how many of each type*of fixture to be installed or relocated as part of this project.Do not include existing fixtures to remain. Zf r BATHTUBS(or Tub/Shower Combo) LAVS(Hand Sinks) ?� TOILETS WATER PIPING I DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS Z. SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS __ SINKS(Kitc$ct/Utility) . WATER HEATERS(Electric) / HOSE BIBBS . SUMPS a 0 I , , WASHING MACHINES 7/( TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS t P-- .R/ ; F1-2+-( C.—. $ 0 EXISTIN /PREVIOUS USE LOT SIZ (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? ❑YesX No ❑ Yes u-- RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT FIRST FLOOR(or Mobile Home) - +0.3-64 v }(a SECOND FLOOR 366.6 3 W6 COVERED ENTRY Vie; r .,r,; �' DECK GARAGE CARPORT ❑ 95,r) y 5 0 OTHER(describe) EXISTING PROPOSED TOTAL Area Totals **NEW HOMES ONLY** ESTIMATED SELLING PRICE$ ( (i--- # OF BEDROOMS tri COMMERCIAL—NEW/ADDITION1 , AREA DESCRIPTION Area in Occupancy Group(s) Construction # of Additional Information Square FeetType Stories NEW BUILDING ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Occupancy Group(s) Construction # of Additional Information Square Feet Type Stories TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY \ Bulletin#100-January 29,2016 Page 2 of 2 k:\Handouts\Permit Application RECEIVED NOV 03 2016 dccJ avers ,. CITY OF FEDERAL WAY TILITY DISTI CDS WATER CERTIFICATE_OF AV Lakehaven Utility 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 This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, water 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): 1221039102 Site Address: TBD/XXXX SW 304th St Lakehaven GIS Grid: F-07 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 7,900 sf Applicant's Name: WATER SYSTEM INFORMATION 1. ® Water service can be provided by service connection to an existing 6"diameter water main that is approximately 43+/- feet from the site. 2. ❑ 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 ❑ 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. ® 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. ® a. The subject property is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. El b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Water 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: Water Service Connection application required. Comments/special conditions: Service pressure greater than 80 psi indicated, Pressure Reducing Valve indicated, contact local building official for requirements &/or additional information. The nearest fire hydrant is approximately 74+/- feet from the Property (as shown on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 1,000 GPM (approximate) for two (2) hours or more. 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. 538 Pressure Zone Est. Meter Elevation-GIS: 295+/- Est. Pressure Range at Meter (psi): Min. 96, Max. 105 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 Signature: �.,, Date: e� PERMIT #: 16-105296-00-SF ADDRESS: — PROJECT: New SFR Kapoor wtr 1221039102.docx (8/25/16) KAPOOR Page 1 of 2 DATE: 11/3/16 N d .. 1 _ ,45 _ o ,L, 4-4 x w u] N cu n ca a r: N v C Cr) i,a CO 4:C; ; N 43 CP ,caa Q 01 O rW N'" 1,' C f'r ,Nr. >' 1,- X \\\<\ , „\\\\\*\\ \\\\\ N„,,,, r 47 i U _ \\\\\N 4—ei ,, 3/1d +a 9 \ \ MS7dH161 \ 1 \ \\...\\ .z t5't7 1 C: 6 C y m W m w .4. = i7 7 ti YI S 1 a) !!Ii LL• \\\:\\:.\\ QD c. ' t:N '_ CO m O Csi ra l f,. ._ O, Cr) Ccd M t ra O TH Mr- O , c3` 1 A C '� % L L .. l I r- , 0 o 0 0. ro Y • ' • RESUBMITTED pf r✓ r�, e-sii$.f.► /7-7-7-r— Public Health-Seattle and King County MAY 1 6 2017 R N b ef 1,...\' Site Design Application Form for Individual On-Site Sewage eD`I T(I RAL WAY ON (Submit 5 copies of application with 4 copies of plans) COMMUNITY DEVELOPME`N'T Department Use Only Approximate �} ATTACH A DETAILED ROUTE/DIRECTIONMINIM Site Address: ( 9 5A/ 30/ft/ 5?- MAP FOR LOCATING THE PROPERTY. r• Name and address of property owner I f/, 1/%,4.,%4oe) per/ ,r7/,2(8O? //2,7,7&—f6-.-, ?fr1& Applicant« Street Address y/y-/3 5. / 'Izy. ; App ` . C,, /✓d/ I City-Zip Code 7-144..44,4, 949/ 1 Phone 74 -2/y-: 3 y Last First Designer Street Address e9. /ox- F-3(G6 7 I 1 /4717-/ /a—LZ-"-4:4 I City-Zip . &ifi• `,13`3f3_I Phone I53--20 - ),M1 THIS IS NOT A PERMIT PROPERTY INFORMATION: Legal Description Attached Er Parcel#(APN) I I 1 2I / 10 13 I q I / I0 I Z I Section: I/ I L I Township: 11 I / I Range: 10 13 I Subdivision Name: I /V4t I Lot: I I I I Block: I I I I Property Size I 1i/1513101 2-1 Sq. ft. Acreage: I /ay I Rural Area ❑ Urban Area 1 ' Distance from property line to nearest sewer: I>12-) Cil 0 I A SIGNED 0&M SERViCE CUNTRAC'• and A RECORDED NOTICE ON TITLE Water Supply IP I (IP) I = Individual F.71 Group A Supply Group B Supply IS REQUIRED AT STUB OUT RELEASE Public Water Supply Name: 11 f/tYG;47 '7G13-T 00Gj'" IID# I I 1 I I I I Sensitive Area: I/VI (Y?N) If yes, specify I I (L,W,O) L= Landslide W=Wetlands 0= Other SYSTEM INFORMATION: New System I V I Repair Design I I Correction of OSS Failure? I I Y?N Detailed Plans Attached (4 sets) I 1�/ I Y?N Type of Building I I I6 I F I SF=Single Family MF = Multiple Family COMM =Commercial INST= Institutional Type of System Proposed: I P I° I — I I I G = Gravity GP= Gravity with pump M = Mound SF =Sand Filter PD = Pressure Distribution HT= Holding Tank CT =Composting Toilet E = Experimental 0 = Other Dates Soils Logged: I / V' I&I -I / ICI Soil Logs Data Attached: (Min.4/10t) Fr` I Y?N Depth to Watertable or Restrictive Layer: I Gi 16 I Inches Maximum Slope in Drainfield/Reserve Area I&18 I % CALCULATIONS: Number of bedrooms: I V I Total Gallons/Day(450 minimum): 1 517I 01 Gal. Soil Texture Type (1A-5) I yV I Application Rate: I0,6 I Gal/sq ft/day Total Absorption Area: I 19 I S I 0 I Sq. ft. Trench Width I 3I inches Total Drainfield Length: 13 I ZIO I Ft. Septic Tank Size: I / I Sri 0 I 0 I Gal. Garbage Grinder I A/I Y?N Pump Chamber Size (if needed) 1 / 151 0 10 I Gal. Trench Depth (min/max): I / 16 I i I / I t I inches I understand that failure to comply with the Code of King County Board of Heath Title 13 may result in the disapproval of the sewage system being proposed in this application. Non-compliance may lead to revocation of my Designer's Certificate of petenc d/or appropriate legal action by the Health Department. Designer's Signature: K.C. ID# I ' 71;31-6-1 I Date: Z//3//...7- FOR HEALTH DEPAR MENT US NLY: NOTE:SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE PROVIDED BY CODE APPROVED(date): 3-2-Z0/7 BY• Comments Pre-construction meeting required between designer,instanter,builder prior to permit issuance ,',1�T Y: ' 1PIL'14 AP ROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE `. i PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE.THIS APPROVAL SHALL NOTBE CONSIDERED AN ASSURANCE,EITHER EXPRESSED OR IMPLIED.THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. t- 17 DISAPPROVED(date): BY: �' See attached Site Deficiency Sheet. '� �I t Any person aggrieved by any decision or final order of the Health Officer may file a written applica for appeal to the Health Officer within 60 calendar days of the date of the above decision. (Title 13.KC.B.O.H.Chapter 13.12-Sewage Revlevi Commitee). QS 13 1 7 fev.7/21/00_.i`,�r,,: 1 E R`� �- _ 'c i-,� a Permit. i, 1 IP PayPal ADVERTISEMENT `ir:c Search Prnpirty Tax Bin Map This Prnpeny Giuisnry of T rms Arra Report Print Prnperry D.-- PARCEL DATA Pay Pal !Parcel 1122103.9102 Jurisdiction FEDERAL WAY 1 helped Name KAPOOR RAKESH Levy Code 11205 � KUMAR+SONIA Property Type R _ Redshi { I _ Site Address Plat Block/Building Number �{ Residential Area 052-014(SW Appraisal Plat Lot/Unit Number District) Sport 1 is _ Property Name Quarter-Section-Township. _� Range _ get up Legal Description BEG 330 FTE OFNWCOR OFNEi/4OFNE1/4THE150FTTHS330FTTHW150FTTHN330FTTOPOB f and LESS N 30 FT Pat Block: selling I n Plat at Lot: 2 hours. LAPD DATA Learn More Highest&Best Use As If Vacant 1 SINGLE FAMILY Percentage Unusable 110 Highest&Best Use As 1(unknown) Unbuildable !NO Improved IRestrictive Size Shape ANO Present Use Vacant(Single-family) Zoning 1R59.6 Land SgFt 45,302 Water l WATER DISTRICT Acres _ 1.04 Sewer/Septic (none) ADVERTISEMEN Road Access !PUBLIC Parking 1 ADEQUATE Street Surface 'PAVED Views Waterfront Rainier Waterfront Location 1 Territorial Waterfront Footage 0 Olympics Lot Depth Factor 0 Cascades Waterfront Bank Seattle Skyline Tide/Shore 1 Puget Sound Waterfront Restricted Access i Lake Washington 1 Waterfront Access Rights 1NO t Lake Sammamish Poor Quality NO Lake/River/Creek I Proximity Influence NO Other View Designations Nuisances - Historic Site 1 Topography Current Use (none) Traffic Noise Nbr Bldg Sites Airport Noise Adjacent to Golf Fairway 1NO _j Power Lines 1NO Adjacent to Greenbelt 1NO !Other Nuisances 1NO Other Designation 1NO Problems Deed Restrictions NO Water Problems NO Development Rights Purchased NO Transportation Concurrency NO Easements NO Other Problems NO Native Growth ProtectionNO Environmental Easement DNR Lease NO Environmental NO BUILDING TAX ROLL HISTORY I III 1 Taxable TaxablelTaxablel King County iMap 3 V)y 0314 i 00326 a ,v m 1 00317_ '—+ 301'57 X3 03.13 30318 CA ril 30320 30331 2020 2014 Or ii 4327 30328 3 03 23 ,/30328 A16i12 d v� �r SW .73041-11 9 .,... 00404 009 0200: ,/ l'851 ,30412 1 I 1635 030424304:10 t.00438 Y8Z7 • LI '71111Cil The nformation included on this map has been compied by King County staff!tom a variety of sources and is subject to change N King County without notice. King County makes no representations or warranties,express or implied,as to accuracy,completeness.tinefness, or rights to the use of such information.This document's not intended for use as a survey product.King County shall not be table i 41 for any general,special,indirect,incidental,orconsequenfiat damages including,but not limited to,lost revenues or bst profits GIS CENTER resulting from the use or misuse of the information contained on this map.Any sale of this map or Information on this map is proh tiled except by written permission of King County. Date:11/7/2016 Notes: 111 ILL st'.. °'+l even uT�ITY DIST Lakehaven Utility 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 This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, water 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 0 Short Subdivision ❑Binding Site Plan ❑Rezone 0 Boundary Line Adjustment ❑Other(specify/describe) Tax Parcel Number(s): 1221039102 Site Address:TBD/XXXX SW 304th St Lakehaven GIS Grid: F-07 Ex. Bldg.Area to Remain: N/A sf New Bldg.Area Proposed: 7,900 sf Applicant's Name: WATER SYSTEM INFORMATION 1. ® Water service can be provided by service connection to an existing 6"diameter water main that is approximately 43+1-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 ❑ 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. ® 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. ® a. The subject property is within the corporate limits of Lakehaven Utility District,or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. O b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Water 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: Water Service Connection application required. Comments/special conditions: Service pressure greater than 80 psi indicated, Pressure Reducing Valve indicated, contact local building official for requirements&/or additional information. The nearest fire hydrant is approximately 74+/-feet from the Property(as shown on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system Is 1.000 GPM (approximate)for two(2) hours or more. 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. 538 Pressure Zone Est. Meter Elevation-GIS: 295+/- Est. Pressure Range at Meter(psi): Min. 96, Max. 105 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 Signature: / .... e(1— Date: / 7717 Kapoor wtr 1221039102.docx(8/25/16) Page 1 of 2 ,..,; i , 0121c90271 k CT 4 012'139041 30 / OOOO 2114 0. id1` 4 8 61\ Ex. - IA \_,Hydrant ___ -- b"AC 41SW 304TH ST G AC b NAB per az, . ____K-:n /////' 4 I 122103915 t0 0 3" 12210 4039 200 1221 i,H-i t31 18:,1 f22 5166 0430`r 122'03_� 3:. • - / 3427 "Th_______j 1221039001 1827 1221039028 30438 0 110-1E: takeha en Utility District Water Certificate of Availability N reither warrants nor gu3rant=_es the t accu any of any tacit ly 6ifomativn Parcel 1221039102 letj provided. Facilely b:ations and 4 5] Ill j,i 1dR i conditions are subject to fp Id"itry 1 verification. Fee; 9/27/2016 BIA Kapoor wtr 1221039102.docx(8/25/16) Page 2 of 2 - -,�.-- I , • 10C z November 2,2016 • Chandi Singh G.K.Inder Construction 4413 South 146th Street Tukwila,WA 98168 RE: File#16-105210-00-AD;CRITICAL AREAS VERIFICATION LETTER Parcel#122103-9102,*NO Sl'1'E ADDRESS*,Federal Way Dear Mr.Singh: On October 27,2016,the City of Federal Way's Department of Community Development received your request for verification of any critical areas located on parcel#122103-9102. After review of the subject parcel and the City's critical areas map,staff has determined to the best of our knowledge that there is no evidence of any critical areas affecting the above-referenced parcel.In the event that critical areas are identified on the property,please contact the City to determine applicable permitting requirements. Please do not hesitate to contact me should you have any further questions.I can be reached at 253-835- 2641,or becky.chapin@cityoffederalway.com. Sincerely, Becky Chapin Associate Planner Doc.1.D.74938 6� P 5 J f £ 'aa y a itj his gi zcsass1ecccc.......""_1 411 milli e e a §9 cw qe i ga, ll g Mk"SS SS 1 RR yy 91i ;i b Ci t li 11111 Ills{ III 6E5 Ili ni Fill 111'11 1 MI r 11 all`i ii 1`11 S a t 1I1Id! . liti1 ;\ tali! i I 6i � ' ' I I 3 i ii .ii _ 9[:..,1 ;177-' 6 I •. i i i II ti ; III 84 �R1► 1 �I " '/.,/ ,, , Axl"��p ,1''.G,l ' 1�1 /1 V /V 114 ;,, ' 4 A • ' I @ / / lug g o it I' rel ': ll i r ' ti I9 � ' 3. ° �' it g All 73,1i1 !1!iU1i1i1$ 50-00 5 — M a . it `r i 3 t 'ii C SW 0i-HI SFREE I z F i. &; H I !7 aj e. . L S 2 "e is g ---. 11 T j",Er, KAPOOR RESIDENCE ,'"�, w..w e { . s ii > ` „art ,nn�. PARCEL 1221039102 FEDERAL WAY WA 98023 ,.':'7.f;1j = aoo I Sw WOK 5+,.....a- 025)0 311145CWAGP STRRNf+TM RARAMrlr l MUM ONLY PLOW-570 GALLONS PER DAY , MAXIMUM gEPjl�tllj RP LU[N.[. ¢[p(. _ OP_'innONAl CAPACITY GALLONS PER DAY BODS 130-230 MODS APPROXIMATELY 106191 1025 SW 304±11 STREET DLG-150 0AG I / I " 150.00 +/ �,..,..11-'.- , DESIGNED STORM TRESEE AT I i':y,;C; I DESIGNED BY R.I.-5[[nTTACH[D PIAN i`�. ,' I • X49 ,t II/II ` a � ,,$ A //; +SII _.,._,7 ',x'. :: S,Q, / t._,, LIP ,' /I7 \'II I r.';,1; x Y. KIM III PRbPO5ED ' . 1 4 BEDROOM EA;Es:: M`Il 5IN LE FAMILY I / %RES lv,LIC.::: RSIDENCE / / 4516NEE08k5E .7 I (;� i ((((((oncARECORDED NO' i)AE 8 �"''' `REOONtEGA1Si; I / ExTRELEASE 1 i 1500 1ALLO3 I I 51PpM TANK Q APPROVED EATTLE-KING COUNTY • x qp PUBLIC HEALTH O J �b CC...-- D 17�\ J_, / 1500 GALLON-�-,. f-J PUNTIC RAST C/ATV TAN 1 i -� 20�� EH$ PUMP TANK ir R R62RV[D'[VCRINST D, •I/ R s1 DATE ® L 4/.40 2.9ORf 14 NL / " D[SIGN C°,.1 1' I NN'' I RBNLE LOR11[R X �• ( 91- I ELEVATION.B7.90x f t 1 i I PRIMARY DRAINPICLD 320UOF 5'SLN 40 PVC PIPE • f /`Y O I _ N W�IFICD DRILLSOCK ON ' 1 i/ WITH 3/1 12 ORIFICES DRILLED ON I 3'C[NTCRS SPRAYING DOWN. Q( / _Ip � P SLI 9 / SOIL LOGS 0 TAKEN I0-07-16 BY KEITH PCIZ(L tit x: I ICO-12"BLACK ROOTED SANDY LOAM2-19'BROWN ROOTED GRAM,LOMtt FINE SAND 19-43'LIGHT BRO.MED TO COPR4C SSY AND43-52P LIGHT DROWN MED TO COARSAND(SOME STAINING) - 1 0.209'BUCK ROOTED LOAM '/ •:E S /Di 4 9 'y / 1 051-16'UGIT BROWN ROOTED LOAMY FINE SAND , ',......5 a IG-33. NSE OF GREY LOAMY FINE SAND OUGHT11130) (1 MOTTLING I RESERVE AREA 150.0 8 TOAN 33-G0 TAN MEDIUM TO COARSE SD(SOME STAINING) 720 Of SUBSURFACE " 061 LIN[ON 2 CENTERS '2 2 a }51.3rE 00-06.MACK ROOTED 5ANDY LOAM 1490 50 01.120136'01103 T 063I'NIGHT DROWN ROOTED 1.00117 HNC 50110;IOM[STAINING) y G-' 141 31.11'COARSE SAINT a D ; 514 x RT 00U3'BLACK ROO10.403-24'TAN RO0110 OTED LOAMY PINE SAND(STAINING) 24{0 GRAVELLY COARSE SAND Meeow fLR�R� x45'BUCK ROOTED LOAM .o�u`�AER1J�/) 0536'TAN ROOTED LOAMY ONE SAND(SLIGHT MOTNING) 36-60 COARSE SAND o ..nsneare,o9;3.nnn1.9 r•rniwTILWor.V'no.N ..s OILIcn.c• SITE ADDRESS 1997 SW 304711 57 SEPTIC SYSTEM DESIGN PLAN PARCEL NUMBER 122103-9102 LOT NUMBER N/A CUENT CHARD)51NGH-206-214-7534 wESTSIDE 44)350US$146TH STREET NORTHSEPTIC DESIGN LLC. 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MASTIC E— A n .-' -Z.G (NOT TO SCALE) /j' \ /� O NORTHWEST!SCADS,INC. '>� ti/ r 2.500 LB.MAX.WHEEL LOAD \ CD AT WORST CASE LOCATION NOTCHED LID DETAIL TANK MODEL:871-1500 X •, R 46398 i�- U DATE MANUFACTURED;XX/XX/XX 9c �7SI.E „ft)' 6--(61,0 (I 6.000 LB FOR 13a-1500 T) a Z MAX.DEPTH OF COVER: 3 FT. fC"V:Y - Vl \ LIQUID CAPACITY: 1579 GAL / I" ,.:� 1 50(12'-67 _yr o N FINAL 6' 24' ,F 68' _�/�_20 I' 24" 6,/- o N F DETAIL OF I.D.TAG(LOCATE I O 3 _ t-',1 ti TAG INSIDE RISER OR —' REFFP.TO THE O ACCESS OPENING) SOIL COVER �' "NOTCIICD LID 12"MIN, CAST IN PLACE DETAL A80VE, 4"CAST-A-SEAL GASKET OP. 36"MAX. RISERS OR USE _2"AIR TVP. TI Z ADAPTER RING E EQUIV.WATER-TIGHT GAP N CONNECTION AT EACH TANK \ -- N PERFORATION-TVP. d I .`I CO k ____, n ACCESS AND RISERS NOTES �.� �,,,-�,"�,�� ,�,w _ ( � �_�A, co m Z Z I)MINIMUM ONE 18'W ACCESS OPENING PER COMPARTMENT. EY MIN. Z "`�"J''^Y`^^- ��'�� • THE DISTANCE BETWEEN ACCESS OPENINGS IS NOT TO --II 3 W Ci EXCEED 10-0'CENTER TO CENTER. i- `, v i F'D W 21 RISERS MUST BE A MINIMUM OF 23"INSIDE DIAMETER. Qy p -- i Q �- Q 3)RISER-TO-TANK AND RISER-TO-ADOTIONAI SECTIONS OF "'TI i ¢S RISER CONNECTIONS MUST INCORPORATE JOINT GROOVES CAPACITIES(GAL.) `I _ L 0 O CO OR ADAPTERS TO PREVENT LATERAL MOVEMENT AND -u '2 N J, REMARI WATERTIGHT. • O L OPERATING 1061 i 4)ACCESS AND RISER OPENINGS MUST BE COVERED WITH A iii 7 '. TOTAL(FLOOD) 1280 v LOCKABLE LID OR OTHER SECURED UD- 6.9 ? CAPACITIES(GAL.) 5)ACCESS RISERS AM)UDS MUST BE STRUCTURALLY SOUND iV 3'THICK 4500 PSI TO WITHSTAND ANTICIPATED SITE-SPECIFIC LOADS. l // CONCRETE WALLS OPERATING 513 0 Z V' AND FLOOR,TVP. 7070E(FLOOD)1622 Q E L� SEALS AND GASKETS NOTES 3 0 I)SEALS AND GASKETS FOR INLET. \ \ Z OUTLET,AND Q ei v INTERCOMPARTMENTAL FITTINGS MUST Be RESILIENT. \ \ WATERTIGHT.CORROSION-RESISTANT,AND FLEXIBLE M j 2)SEALS MEETINGS ASTM C-1644 OR EQUIVALENT MUST BE 7 2 112"TAPER 3'THICK 4500 PSI ��4" /" STOWS-FREE NATIVE SOIL LL Vi a( USED AT THE TANK.WALL-IO-PVC PIPING INTERFACE TO 7YP.4 SIDES CONCRETE FLOOR u //�OR COMPACTED SAND , ■ PREVENT LEAKAGE, OVER STONY SOIL W C� LL W . W -' `° INSTALLATION INSI RUCTIONS J I BAFFLE NOTES 1 HIGH WATER TABLE AND _ I Q I.- TRAFFIC LOADING NOTES J - m I I EXCAVATE TANK 1101!WITH VERTICAL WALLS TO 2 FEET LARGER THAN TANK ON ALL SIDES. BOTTOM OF I)INLETS TO SEPTIC TANKS MUST EXT END AT LEAST 8'EIELOW THE LIOUIL, 11 FOR TANK.MODEL 522-1500: HOLE MUST BE FLAT,LEVEL,AND TREE or WATER HOLE MUST SLOPE DOWN 3'TO CENTER OF TANK. LEVEL. A)MAXIMUM WATER TABLE AT TOP OF UP 0 CO LSO 2)INSTALL 6"MINIMUM OF 2'MINUS MATERIAL OR SAND ON BOTTOM OF EXCAVATED HOLE. 2)OUTLETS TO SEPTIC TANKS MUST EXTEND DELOW THE LIQUID LEVEL AT B)MAXIMUM TRAFFIC LOADING NOT TO EXCEED 2,50018 V 3)INSTALL TANK IN CENTER OF HOLE,KEEPING MINIMUM I FOOT VOID SPACE ON ALL SIDES. LEAST 30%BUT NOT MORE TITAN 40%. CONCENTRATED LOAD Z x 41 INSTALL REST CT SYSTEM,AND AFFIX RISERS AS REQUIRED BY LOCAL JURISDICTION. 3)INLET AND OUTLET DEVICES MUST HAVE A MINIMUM INSIDE DIAMETER OF 2)FOR TANK MODEL 872-1500 T: E 5)UPON APPROVAL TO BACKFILL,FILL VOID SPACE AROUND TANK WITH COMPACT GRANULAR(SANDS SOIL 4'AND BE CONSTRUCTED OP PVC OR ABS CONFORMING TO OK EXCEEDING A)WATER TABLE AT GROUND LEVEL m W FREE OF LARGE CLUMPS OF CLAY AND ROCKS OVER 2 INCHES IN DIAMETER. BACKFILL CAREFULLY AND THE STANDARDS Of ASTM D 3034 OR ASTM 0 2580,RISPEC,TIVB.Y. 5)MAXIMUM TRAFFIC LOADING NOT TO EXCEED 15,000 LB O Z EVENLY IN IS'tin's. MAXIMUM SOIL COVER IS 35'. 4)INLETS AND OUTLETS MAY BE MOVED FROM THE LOCATIONS SHOWN CONCENTRATED LOADS AT 14'INTERVALS(1520 RATING) Q 0 IF REQUIRED,WATER TESTING TO SE DONE BY LOCAL JURISDICTION OR DOTH SPECIFICATIONS. PROVIDED THE HEIGHTS ARE NOT CHANGED AND THE PIPE CENTERS ARE 3)TRAFFIC RATED FUSERS MUST MEET OR EXCEED THE STANDARDS d = 7)FINAL GRADE THE SURFACE TO AVOID CHANELLING SURFACE WATER TOWARDS TANK. LOCATED AT LEAST 8"PROM ANY EDGE AND AT LEAST 4"FROM ANY REDAP OF ASTM C478 112)AND WSDOT STANDARD PLAN 5-:0.0.0.00. O. FRAME AND COVER MUST MEET OR EXCEED THE STANDARDS OP W ASTM A4B COSS. PAGE: 4 1/2"OVERLAP MIN. j%f g;' MASTIC F- (NOT TO SCALE) 01 „5,,,, ,// O CD / NORTHWEST CASCADE,INC. \ 2,500 LB.MAX.WHEEL LOAD LO AT WORST CASE LOCATION NOTCHED LID DETAIL R Z TANK MODEL:BZP-1500 X (10,000 1.8 FOR BZP-1500 T) c DATE MANUFACTURED:XX/XX/XX g CL a MAX.DEPTH OF COVER: 3 FT. / 150"f 12'-6"1 \ LIQUID CAPACITY: 1610 GAL. / / CO Q FINAL 6' / / 24" X 90" 24" X 6"f- u0 W Q GRADE I -I wX U W UI --- I, O DETAIL OF I.D.TAG(LOCATE I � 06 W TAG INSIDE RISER OR. ACCESS ,.,. OPENING) SOIL COVER T ' L o OW 12'MIN. CAST IN PLACE N— 2 4'CAST-A-SEAL GASKET OR 30'MAX. RISERS OR.USE i ADAPTER-RING CL EQUIV.WATER-TIGHT CONNECTION AT EACHTANK \ \ N PERFORATION.TYP. \ 1'L CO F— 4'DZP-1500 _ 0 6"BZP-15(X)T `--' CO ACCESS AND RISERS NOTES \ _ m I— N— (D O Z I)MINIMUM ONE I8'0 ACCESS OPENING PER COMPARI MEM. 8'MIN. REFER TO THE"NOTCHED W THE DISTANCE BETWEEN ACCESS OPENINGS IS NOT TO LID DETAIL"ABOVE,TYP. UJ I--O j EXCEED I0.0'CENTER TO CENTER. 1— 2)RISERS MUST BE A MINIMUM Of 23"INSIDE DIAMETER L.3,8 Q g (4) 3)RISER-TO-TANK AND RISER-TO-ADDITIONAL SECTIONS OF _tn RISER CONNECTIONS MUST INCORPORATE JOINT GROOVES & CAPACITIES(GAL.) TI- .9, g,Vf OR ADAPTERS TO PREVENT LATERAL MOVEMENT AND m NF.,- `� OF --"y,� .(G • REMAIN WATERTIGHT, N OPERATING ILIO J _"O 4)ACCESS AND RISER OPENINGS MUST BE COVERED WITH A ko' . v TOTAL(TL0O0) 1943 .0 AF . ,: AA 4' V LOCKABLE LID OR OTHER SECURED I ID. " V_, 51 ACCESS RISERS AND LIDO MUST BE STRUCTURALLY SOUND / d, 3'THICK 4500 PSIZ CD TO WITHSTAND ANTICIPATED SITE-SPECIFIC LOADS. v CONCRETE WALLS O CDD AND FLOOR.TYP. co 4.�,p46�9E , �"qy �n 0) SEALS AND GASKETS NOTES i"�bL 6��—(� V 0 II SEALS AND GASKETS FOR INLET,OUTLET,AND \ Z INTERCOMPARTMENTAL FITTINGS MUST BE RESILIENT. \ \ WATERTIGHT.CORROSION-RESISTANT,AND TLEmuLE. I '/�I�/ rof 'i r' 2)SEALS MEETINGS ASTM C-1644 OR COUIVALENT MUST BE 'I 2 I/2"TAPER '/%jj � STONE-FREE NATIVE 501E L. a. USED AT THE TANK WALL-TO-PVC PIPING INTERFACT.TO TNT.4 SIDES �� OR COMPACTED SAND W (' LL PREVENT LEAKAGE. OVER STONY SOIL w co W 1— INSTALLATION INSTRUCTIONS BAFFLE NOTES HIGH WATER TABLE AND Z m TRAFFIC LOADING NOTES L5 ca I)EXCAVATE TANK HOLE WITH VERT CAL WALLS TO 2 FEET LARGER THAN TANK ON ALL LEDES. BOTTOM OF ()INLETS TO PUMP TANKS REOUIRE A SANITARY TEE OR DAPPLE(MEN I)FOR TANK MODEL UP-I SOD: HOLE MUST B[FIAT,LEVEL,ANL)mil Or WATER. HOLE M1151 SLOPE DOWN"1'TO CENTER OF TANK. EFFLUENT 15 PUMPED INTO TANK)AND MUST EXTEND MIN.8'BELOW THE A)MAXIMUM WATER TAW AT TOP LID CO of 2)INSTALL 6'MINIMUM OF 2'MINUS MATERIAL OR SAND ON BOTTOM OF EXCAVATED HOLE. INVERT OP THE INLET. DI MAXIMUM TRAFFIC LOADING NOT TO EXCEED 2.500 LB X ... Z 3)INSTALL TANK IN CENTER OF HOLE.KEEPING MINIMUM I FOOT VOID SPACE ON ALL SIDES. 2)INLET AND OUTLET DEVICES MUST HAVE A MINIMUM INSIDE DIAMETER OF CONCENTRATED LOAD p 4)INSTALL REST OF SYSTEM,AND ArFI.X RISERS AS REOGIRCD BY LOCAL JURISDICTI0N - • 4'AND DC CONSTRUCTED OP PVC OR A135 CONFORMING TO OR EXCEEDING 2)POR TANK MODEL BZP-1 SOO 1: 03 LU 5)UPON APPROVAL TO DACKPILL,PILI VOID SPACE AROUND TANK W TH COMPACT GRANULAR(SANDY)SOIL ME STANDARDS OP ASTM 0 3034 OR ASTM 0 2680,RESPECTIVELY. A)WATER.TABLE AT CRO/NO LEVEL W • Z TREE OF LARGE CLUMPS OP CLAY AND ROCKS OVER 2 INCHES IN DIAMETER. DACFJILL CAREFULLY AND 3)THC INLET MAY BE MOVED FROM THE LOCATION SFIOwN PROVIDED THE ())MAXIMUM TRAFFIC LOADING NOT TO EXCEED 16,000 LB O EVENLY IN I8'LIFTS. MAXIMUM SOIL COVER IS 35'. HEIGHT I5 NOT CHANGED AND THE PIPE CENTER IS LOCATED AT LEAST B' CONCENTP,ATEO LOADS AT IA'INTERVALS(11520 RATING) D- I 6I IF REQUIRED,WATER TESTING TO BE CONE BY LOCAL JURISDICTION OR DOH SPECIFICATIONS. FROM ANY EDGE AND AT LEAST 4"FROM AMY REBAR. 3)TRAFFIC RATED RISERS MUST MEET OR EXCEED THE STANDARDS [L 7)FINAL GRADE TIIC SURFACE TO AVOID CIIANELLING SURFACE WATER TOWARDS TWIT. or ASTM 0478112'AND wSDOT STANDARD PLAN 0-30.90.00. FRAME AND COVER MUST MEET OR EXCEED THE STANDARDS OF 11,1 0.5TM A-ID CL35B. A • RESUBMITTED City of Federal Way Department of Community Development JUN 12 2017 33325 8th Avenue South CITY OF FEDERAL WAY Federal Way, WA 98003 COMMUNITY DEVELOPMENT 253-835-2607 June 11, 2017 Reference to Tree Plan To City of Federal Way, Kari Cimmer, and other Addressed Parties: I Rakesh Kumar Kapoor, am developing the establishment of Kapoor Residence at Address: 2001 SW 304th st. 98032. As per conversation with Kari Cimmer and the required regulations of 27.5 trees planted on 1 acre of land. We will be accommodating to replace with 28 new trees. The categorized list may be found attached in submission to this letter. As we discussed, we will be extracting and removing all of the old trees out of the lot. So as to, replace with the replantation of new trees. Thank you for your cooperation and understanding in this matter. Sincerely, r \rtt 4 R esh Kapoor June 11, 2017 26809 118th ct. SE Kent, WA. 98030 (253)-315-0762 Cell Phone No. Tree Plan Rakesh Kapoor Address: 2001 SW 304th st. Federal Way WA. 98023 (253)-315-0762 Native Trees Type Quantity Vine Maple 3 beiti& Big Leaf � 2 �. "3 Service Berry 3 N(ct 1,1A 'CI Choketree ill Choketree Non Native Trees Hybrid Western Dog i 3 5 Katsura Tree 2 M Tulip Tree 3 Yoshino Flowering Cherry 5C . Japanese Snowbell Tree I1Gu� M iI c) , The total units planted will be 28 trees. A combination of 10 Native trees and Non-Native trees. In accordance to City Standards and Regulations. \OkA Replacement/Additional Trees Deciduous Trees - minimum 2-inch caliper at planting Evergreen Trees - minimum 6 feet in height at planting Large Canopy= 1.5 Tree Units /Medium Canopy= 1 Tree Unit / Small Canopy= .5 Tree Units Tree Species Canopy # of Trees Tree Units Total Units (Sm/Med/Lg) Proposed Value Vine Maple (Deciduous) Small 3 0.50 1.50 Big Leaf Maple (Deciduous) Large 2 1.50 3.00 Service Berry (Deciduous) Small 3 0.50 1.50 Chokecherry (Deciduous) Medium 3 1.00 2.00 Hybrid Western Dogwood (Deciduous) Small 3 0.50 1.50 Katsura Tree (Deciduous) Medium 2 1.00 2.00 Tulip Tree (Deciduous) Large 3 1.50 4.50 Yoshino Flowering Cherry (Deciduous) Medium 5 1.00 5.00 Japanese Snowbell Tree (Deciduous) Medium 5 1.00 5.00 Total Trees and Tree Units 29 26.00 45,302* � 43,560(sf`acre)= 1.04 acres' 1.04 x 25 (units/acre) =26 tree units * Lot size in square feet A ppr c\I e ci K.L. Cimmer 7/19/17 Please call 253-835-2629 or 253-835-2607 for Final Planning inspection BUILDING HEIGHT CERTIFICATE (I( PARCEL NUMBER: 122103-9102 lk_, 02 ev----,,,,f.p I)11111 At) S.W.304TH ST. NO — TH I I + PROPOtlY SCALE: 1 inch = 60 ft. 150.00' °°"a'm.,• � 60 0 30 60 REBAR & CAP ii M Elf EL.=702.02 t r 1 4' 1 ( IN FEET ) L cp a, • MERIDIAN: "9''''YomR RECORD OF SURVEY Ila a I REC. No. 9802031508 4 • VOL. 184/34-35 %. gyp• 8 [5.68' NOTES: § �°��1 S 1. SURVEY DATA FOR WAS OBTAINED BY 18.56'—i oy k , NO. • ACTUAL FIELD MEASUREMENTS. ANGULAR4I AND LINEAR RELATIONSHIPS WERE R I DETERMINED WITH A FIVE SECOND TOTAL I STATION SUPPLEMENTED WITH A STEEL TAPE. Or 2. BUILDING DIMENSIONS WERE PROVIDED BY �,y NO d — — /-St —I I oI OWNER AND GSS DID THE BEST ( 1`"INTERPRETATION SKILLS TO FIELD LOCATE THE _SITE PLAN PROVIDED. IT IS THE BUILDERa" RESPONSIBILITY TO INTERPRET THE ACTUAL L- • L J ARCHITECTURAL DESIGN. 4' *r 1 �i AVERAGE BUILDING GROUND i 1 t EL.= 710.2' ` . a' z >i DATUM: ROOF MIDPONT = 740.2' 4I ill)7 /W • ASSUMED BUILDING HEIGHT= 30.0' BENCHMARK: FOUND 1/2" s REBAR & TOP OF REBAR AND CAP a' AT NW PROPERTY CORNER 0.52C'AS ' •EL.=702.02 0.26' E N8841'46'W 150.00' . — — PLS No. 10708 •l 'g D Vk lIDATr 6E03/19 GEODETIC ,L,l F wasN j SCALE c DWG SURVEYING SERVICES /( 0/ N3x 217FDW1 P.O. BOX 133 As JOB #217FDW1 MUKILTEO, WA O �P�c39570 Eq DRAWN BY 98275-0133 , sI t 9Ts, ,�• APPROVED RV PHONE: (425) 299-1739 : -NAL" Lart0 SHEET _1_OF _1_ TREE TABLE TREE SPECIES DIAMETER RETAIN? 1 DECIDIOUS 10 Y 2 DECIDIOUS 14 Y 3 DECIDIOUS 12 Y 4 FIR 22 N 5 MAPLE 12 N 6 FIR 16 N 7 MAPLE 12 N 8 MAPLE 10 N 9 DECIDIOUS 10 Y 10 DECIDIOUS 8 Y 11 DECIDIOUS 14 Y 12 DECIDIOUS 12 N 13 DECIDIOUS 10 Y 14 FIR 14 Y 15 FIR 16 Y 16 FIR 16 Y 17 DECIDIOUS 10 Y 18 DECIDIOUS 14 Y 19 MAPLE 12 Y 20 IMAPLE 10 Y TOTAL NUMBER DIA. INCHES 254 DIAMETER INCHES TO RETAIN 170 _ J i PERCENTAGE OF 66.93% INCH1.ES RETAINED ------ — I , AREA OF DISTURBANCE 5,243 SF BLDG W/ O.H. 2,620 SF DRIVEWAY, WALK, ACCES14 660 SF PATIO, 540 SF COV'D PORCH %263 SF TOTAL IMPERVIOUS SURFACE: 45302 S.F. TOTAL Lot Area 5,243 SF BLDG W/ O.H. 2,820 SF DRIVEWAY, WALK, ACCES 660 SF PATIO, 540 SF COV'D PORCH %263 SF TOTAL 20.44% IMPERVIOUS COVERAGE IMPERVIOUS SURFACE CALCULATIONS INCLUDE BUT NOT LIMITED TO, THE STRUCTURE ROOF AREA, DRIVEWAYS, WALKWAYS, PATIOS ETC.) LOT COVERAGE 45,302 S.F. TOTAL LOT AREA 5,783 S.F. BUILDING COVERAGE (MAIN HOUSE, PORCH) 12.169. COVERAGE 5Y STRUCTURES PRESENT USE: S.F.R. Parcel Number: 122103-9102 Taxpayer: INTERPLAST CORP. Legal Description- BEG 330 FT E OF NW COR OF NE 1/4 OF NE -- - -1/4 TH E 150 FT TH S 330 FT TH W 150 FT TH N 330 FT TO POB LESS N 30 FT SITEPLAN BEG 330 FT E OF NW COR OF NE 114 OF NE 114 TH E 150 FT TH S 330 FT TH W 150 FT TH N 330 FT TO POB LESS N 30 FT APPROVE-D SOIL LOGS TAKEN 10-0-1-16 51' KEITH PELZEL SL I 00-12' BLACK ROOTED SANDY LOAM 12-n' 5ROWN ROOTED GRAVELLY LOAMY FINE SAND IS-43' LIGHT BROWN MED TO COARSE SAND 43-58' LIGHT BROWN MED TO COARSE SAND (MOTTLING) SL 2 00-09' SLACK ROOTED LOAM 013-16' LIGHT BROWN ROOTED LOAMY FINE SAND 16-33' LENSE OF GREY LOAMY FINE SAND WITH MOTTLING 33-60" TAN MEDIUM TO COARSE SAND (SOME STAINING) SL 3 00-Oro" BLACK ROOTED SANDY LOAM 06-31' LIGHT 5ROWN ROOTED LOAMY FINE SAND (SOME STAINING) 31-11" COARSE SAND SL 4 00-03' BLACK ROOTED LOAM 03-24" TAN ROOTED LOAMY FINE SAND (STAINING) 24-il GRAVELLY COARSE SAND SL 5 00-05' BLACK ROOTED LOAM 05-36' TAN ROOTED LOAMY FINE SAND (MOTTL ING) 3il COARSE SAND LEGEND ® Concrete Monument in Case + Monument * Tack in Lead or Nail 4 Disk OO Found pipe or rebar Hydrant ra) Power pole ❑ Catch Basin DWV4 Water Valve Qs sewer manhole ® storm drain manhole wm❑ water meter —g— gas line —w— water line power pole w/light E\Z] electrical vault JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. Ci 2'k2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC FLOWy U 6' MAX. \ MINIMUM 4"K4" TRENCH / BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2"K2" WOOD POSTS, STEEL FENCE' NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE Date RESERVE AREA � 576' OF SUBSURFACE 1 \ 1 p CENT a I 115 G)3,' RUN fi 40 96 I b 96 1 1 " 01 OI ANY CODE SECTION NOT MENTIONED IN THIS REVIEW DOES NOT IMPLY THAT A CODE SECTION IS NOT REQUIRED OR WAIVE A CODE REOUIREMENT PO/D R - 25' MIN.- 1 �{ DRIVEWAY CULVERT IF TNERE Z INSTALL S A ROADSIDE Dl1 PRESENT, AS FUR KING =N1Y ROAD STANDARDS 4'-B' QUARRY SPA1S— cV GEOIE%DLE— Ir MIN. 1HICKNESS z � r N I 411: '7t=..11.=11 161.6665 e� DESIGN CONTROL T FENCE CORNER ELEVATION = 87.98 I 0 GALLO 1500 GAL: MP TAN SEPTIC TA 9 • MgRY LATE „ C 9L4 P 0-0L 17.51 �L e � ,SEf71� S1js7E�i Z � p06f. -h DGrwpaA P �p01 300.00' 1 GAR SLAB EL. 90.6 MAIN FLR. 92' T.O. RIDGE 129 cJ PAT: PROPOSED 9e 5L 4 BEDROOM 4e' of 2° scrt 4o Pvc SINGLE FAMILY TRANSPORT LINE RESIDENCE 1 6 es Ktt� 0 A0I;100 14 „ s ''ESL Al,p/o-ovtlS AS PER KING OWNTY ROAD STANDARDS, DRIVEWAYS SNAIL BE PAVED TO THE EDGE OF R-O-W MW TO INSfALATW W TIE ONEWCIIW ENTRANCE TO AWID DAMAGING OF THE ROADWAY IT IS RECGMMENDED THAT THE ENTRANCE BE CROWNED SO MAT RUNOET DRANS DFF THE PAD HNIVAI L UKIVLWAY Alert Prior to final building inspection 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. FIRE DEPARTMENT FINAL REQUIRED PRIOR TO BUILDING FINAL. CALL 253- 946-7318 FOR INSPECTIONS 66.32 --�AL: vvvx:, VxxH.. BE INSPECTED PRIOR TO COVER. THE r)/ / • ° ° ° Y I 9 QR1 WAY, d c (c ); °. 1O ° °e ° O O A °a ° w I � Ln 4 weItrmet £ RFIflEWED -UNDEK r City of Federal Way Buildir, Dlylslc n APPROVED Foil OO�.S&�ti��:a By Ph¢. Date-- 5-*-17 TREE RETENTIO CALC'S: UNITS REQUIRED- 2 �$�/ACRE X 1.04 = UNITS PROVIDED -I /_ Minimum Tree Density Requirements for Vacant or RedeNcloping Sites (Table 19.120.130-1) Land Use Designation Required Tree Unit Density ............. . ' BC, BN, CE, OP, PO 20 tree units/acre ... ... .... ... , SF Residential zones 5 tree units/ac]7e ; I RM 1800, RM 2400, RM 3600 re • i`he following table specifies the tree unit credits established for retained (existing) trees and planting of t Tree Unit Credits (Table 19.120.130-2) Existing Tree Category Tree Unit Credit Fasting Tree 1? to 6? d.b.h. 1.0 tree units per tree Existing Tree >6? to 12? d.b.h. 1.5 tree units per tree Existing Tree >12? to 18? d.b.h. 2.0 tree units per tree Existing Tree >18? to 24? d.b.h. 2.5 tree units per tree Emsting Tree> 24? d.b.h. 3.0 tree units per tree Replacement Tree Category Replacement Tree, Small Canopy Species (Mature canopy area <450 SF) .50 tree units per tree planted Replacement Tree, Medium Canopy Species (Mature canopy area 450 to 1,250 1.0 tree units per tree planted Replacement Tree, Large Canopy Species (Mature canopy area > 1,250 SF) 1.5 tree units per tree planted *Refer to City of Federal Way Bulletin 4068 for a list ing of recommended tree species. i 11102111111 URBAN DESIGN RO P hereby reserves it's common low copyright and other property rights in these plans, ideas and designs. These ideas, designs and Plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any t hird party, without first obtaining the express® written permission from URBAN DESIGN GROUP. Written dimensions on these shall have precedence over scale dimensions. Contractor shall verify and be responsible for Oil dimensions and conditions of the job and URBAN DESIGN GROU must be notified in writting of an variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in act ord an with the standard building cotle. (SBCCI) an state and local codes. COPYRIGHT® 2010 URBAN DESIGN, INC. S 18.33 16.78 UR ArT C F RE SP 4 0 , 7 D O FRA SSP INKLER S TEAR D PPROVE' D - 17.20 South King Fire & liescus // Approved ❑ As Detailed LU -Subjec attached details 20,99gy LH Date (� f L A SEPARATE PER IT IS REQUIRED FORT E 36,7'�RE SPRINKLER SYSTEM 6�I1 tVl R402.4.1 Testin . The building or dwelling 0 unit shall a tested and verified as having an V _ air leakage rate of not exceeding 5 air W changes per hour. Testing shall be conducted with a blower Door at a pressure of 0.2 inches w.g 0 0 40' 60' 1 "=20' R401.3 Certificate (Mandatory) A furnace is located, afurnace is located, a utili�room or an an approved location inside the buildinelocation inside the buildine '�ten'�ilualn TTae Drmity'R,equinirawnix rarVarend m' teem iag. Rim ;TaAdr 999:I?Aa3 lB Lima Ul t1e3 �� A W RW tmF2Xi rEOk t n82 tt4R88kY A RC, ON, Cil-ilk":, PO 20 orm uWFatgnnc SF rkukk4itiak am lwN RMI iM RM 24M RIM _36W 30 Son ano0ane Ttw k4low mqt s the am unit crecblsest rht d for TeLlooli�siuwe',ap'e wid. pleating of new drepiac,emerrat i ti: Tret € Cif. Creohm lTabk, titt'AOG8 Z Fxbdzg Tree Cowry Trw Unit C*dh Existsine Tat, I' io 6' dAkh, € A we units lom fine Eza &mITT W w 62' a fir.. ,. S the unis, Per true rnr a.Tha>]2* to 191,h St oneuCar"M E4knimg Ttia>is w2 ELGSS. '13 a=wish Pw Inir F GSI9Ri� T1r:�D 9 2<i` it $).tL. <' )3 ime an3N5 FCR am iteasa saes TFPt "eiW4 RepoicamieftTme, srnDit Dims, rs' Sg« (Mabile caENr{ts' c 3 15#fj ..Sit ul .ts Crm p2�tad. .#ie9ebe¢t "rt>%?, AdeNfiumT t: uDusertktatucoczwtnpx,�M�YStIfio 43"_�'d ail msYD�s z'�cr�r+�lmi Repircorr atTex, Lwge CkimPr Sipcies fg;Lnnil oTDM scat, t M SM 1.5 neit uniu gar, tree Planed a 0 1Z E7 Z [7 N Q 1Z In -a■ 3 1111 M o o L OU £ Q-0 W 3 w V)� Z CU Li OD > (r) < OD W W `D H C3 (vU IZ-I Ox n OD DRAWN BY: AVA DATE ISSUED: 11/02/16 M❑DIFIED BY: AVA ENGINEER: ANTSEI - REVISI❑N Q o z REVISI❑N 8 W m Project No,: 16188 A ( o N O ED SHEET O N O 10 20 0 0 0 T A O O 3 L) *Rr6!rSo ViitlidR!& tsar Rieetm*068 fm a filing of aKit9Rn:n&d bw Wp•acs. I OF RESUBMITTED APR 18 2017 Q J CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT