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Home My WebLink AboutPermit D96-0069 - VIRK PROEPRTIES CORP - NEW HOUSECity of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004000 -0967 Address: 4030 S 148 ST Suite No: Location: LOT 1 OF SINGH SHORT PLAT L95 -0041 Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: Y Contractor License No: AIROCLS100PD Permit No: Status: Issued: Expires: D96 -0069 ISSUED 01/31/1997 07/30/1997 Occupancy: DWELLING UBC: 1994 Fire Protection: East: .0 West: .0 Streams: OCCUPANT VIRK PROPERTIES CORP INC 4030 S 148 ST, TUKWILA, WA OWNER VIRK PROPERTIES CORP INC Phone: 206 883 -6114 3010 128TH AVE NE, BELLEVUE, WA 98005 CONTRACTOR A -1 ROCKEY LANDSCAPE SERVICE Phone: 206 883 -6114 3010 128TH AVENUE N.E., BELLEVUE, WA 98005 CONTACT JOE SINGH Phone: 206 246 -3782 18124 RIVIERA PLACE SW, SEATTLE, WA 98166 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW 1699 SF SINGLE FAMILY RESIDENCE WITH 440 SF DECK, CONNECT ROOF & FOUNDATION DRAINS TO THE EXIST STORM DRAIN SYSTEM.REFER TO PW96 -0202 FOR FIRE DEPR ACCESS W /HAMMER HEAD TURN -A- ROUND. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 128,755.67 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 50 Fill: 50 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,099.25 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 1 La -r__- � -- Date: I hereby certify that I have read and examin d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. SySignatu Print N Date: .04 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 CITY OF TIJKWILA Address: 4030 S 148 ST Suite: Tenant: Type: DEVPERM Parcel #: 004000 -0967 k•******* kk* k• k**- kkk k*' kk• k**** **'kk'k *k*kk•k-kk*-kk-kk** *-k *• kick * -k-Akk- k•k *k * *•k- k-A** -k*Akh Permit Conditions: 1. No chanaes-'Will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall ..be obtained through the Seattle -tiring County Department of,- Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by ,that agency (248- 6630). 4. All mechanical work shall be under separate permit issued by . the City of Tuk.wila'. 5. All permits, inspection records, and approved plans shall be availablerat the job ite prior to the start of any con- struction: These documents are to be maintained and avail - able'inti'l final inspection approval is granted. 6. Engineered truss drawings and calculations shall be on site �a ..: and.vailable to the buildi` inspector for inspection purposes. .Documents shall :bear. the seal and signature of :a Washington; State Professional Engineer. 7. Any eiposed insulations backing material shall have a Flarne Spread ;Rating. 25ar..less :,=;and material shall bear identi- fica:tion showing the fire ,per.tormance rating thereof. 8. All,`' constru,ct'i.on id-be-,done in .conformance with approved plans, and °requirements of the Uni.forr ,Building Code (1994' Edition)' as-amended, Uniform Mech.anica'1 . Code. (1994 Edition);,, and Washington State Energy Coder(1994 Edition). 9. Notify the City of Tukwila Building Division prior to placingrany concrete. This procedure is in addition to any requirements for.special inspection. 10. All wood: to rema {in in placed concrete shall be treated wood. 11. Validity of Permit.„ The issuance of aIpermit or approval of plans, specifications, and computations shall not be con - strued to be'.a, permit for, Or an approval of, an_y.violation of any of the provisions of the building code or of any other ordinance of. the jurisdiction.. No permit presuming to give authority to violate or „cancel the provisions of this code shall be valid. : 12. There shall be no occupancy of the buildings) until the final inspection has been' completed by the Tukwila Building Inspector. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. APPLICANT SHALL OBTAIN SANITARY SIDE SEWER PERMIT FROM VALVUE SEWER DISTRICT AND WATER METER PERMIT FROM WD #125 & SUBMIT COPIES OF THE ABOVE PERMITS WITH AN AS-BUILT UTILITY PLAN TO PW PRIOR TO FINAL SIGN OFF. 16. PRIOR TO FINAL SIGN OFF APPLICANT SHALL SUBMIT A WAIVER TO iinincoa ni►Nr►ThIC nPfTNL>;Nrl rn PIIRI Tr WnPvT. FOP APPROVAL. Permit No: 096 -0069 Status: ISSUED Applied: 11/13/1996 Issued: 01/31/1997 17. It Is strongly recommended that storm drainage designs be 7certified by a 1ic. 'ed engineer; otherwise, t owner ,ssumes liability he design and any ;subse nt related damages. 18. All private storm drain pipe shall be either concrete or reinforced ADS pipe. Treated corrugated metal pipe may be... .used for detention facilities. 19: APPLICANT SHALL REMOVE DIRT PLACED TEMPORARILY ON MR DOAKS PROPERTY @ 4058 S 148th ST AS FIRST ORDER OF BUSINESS. CITY OF re1KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Single- Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: \J i r K Propk r*26 Czrp -nc_ Value of Construction: I aSil Site Address: H0,230 NS. a City State/Zip: Tax Parcel Number L -t 1 00 �v_o b o a � Property Owner: r J 1 rke,,(1.6.1e-/ L,t v sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: 231 2� - /v (I 4 Street Address: Flo - l 2 Iif_. 'v -, ,i . City State/Zi : Fax #: - ev * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. C,nract Person:(....-1- J„ 0(A)61/171 Phone: 046 -' 7'z_ Street Ad:re , , Citv Sta e2ip: Fax #: Contractor: v/'�/,c a,l =47/� . Q0' ,,o, • Phone: os;73 _/ /4 Stree'a Address: - ! 21Z 41Y A,E, _ ��_ /� ityy�at��i vJ Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Type of work: 0 New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure C71 Garage(s) CI Deck(s) - Covered & Uncovered ❑ Residential Reroof Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Date application expires: 5-13—cil Proposed New Square Footage: 160161 sq. ft. Dwelling sq. ft. Covered Deck(s) A4O sq. ft. Garage/Comport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Addlt/onal..revlews shall be.determined by the.PublIc.Works Department)' ❑ Channelization/Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: gStorm Drainage Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling IS Land Altering: 0 Cut 1T) cubic yds. 0 Fill SO cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: I.- 13 --(1 0 Date application expires: 5-13—cil Application to by: (initials) SFPERMI'T.DOC 7/5/96 ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING. DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ © Complete Legal Description ❑ in Certificate of water/fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ 0 Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ Four (4) sets of site plans to include: 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Working Drawings ❑ 0 Foundation plan and details ❑ 0 Floor plan ❑ © Roof plan ❑ 0 Building elevations (all views) ❑ 0 Building height ❑ © Building cross - section ❑ 0 Structural framing plans and details necessary to completely describe construction ❑ © Washington State Energy Code Data (Gas/Electric /Oil/Propane/Heat Pump) Forms H -15 & H -16 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ © Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). 0 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. 0 ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building.Owner /Authorized Agent If the applicant is other'than the owner, registered architect/englrieer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS.O, THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIL • G OWNE .O AUTH IZED AGENT: . " iatur , _Si lei % I Date : /A / 7, YFax Prin na `" % , /. ^ Phone: #: Ad re City /State /Zip: SFPERMIT.DOC 7 /5/96 * * **A A*** *it **** *.1%*14 *11*le*** .14*** ** *it * *4 **** ****d lei •k** *it **• ;**** CITY OF TUKWILA. WA / t TRANSMIT * *�t * * * * * * *1 * * * * * * * * * * * * * * *It ****'4 * * * ** •k * * * * * ** * * * *4A * * ** TRANSMIT Number: R9700536 Amount: 1.061.75 01/31/97 11:33 Payment Method: CHECK Notation: VIRK PROPERTIES Init: KJP Permit No:, 096-0069 Type: DEVPERM DEVELOPMENT PERMIT Parcel Na:'004000 -0967 Site Address: 4030 8 148 ST Location: LOT 1 OF SINGH SHORT PLAT L95 -0041 Total Fees: 1.061.75 This Payment 1,061.75 Total ALL Pmts: 1.061.75 Balance: .00 **k h* k* k* k************ *Ak*A ** *ir•kk** * * **k * * * ***k *•k* * *k** * ***k•hk* Account Code 000/322.100 000/345.830 000 /386.904 412/342.400 Description BUILDING - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE INSP FEE - STORM DRAIN Amount 1.032.25 10.00 4.50 15.00 7050 02/03 9716 TOTAL 2123.50 INSPECTION RECORD Retain a copy with permit 444- 006 7 \ .t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 VPr 'ect I e; k PPw�,e_ •1I e s Cr• p Type f inspection: r w L re pri:"a i Address: yo3 o s /tie si, Date called: l/ -3 -,8 Special instructions: Date wanted: 7— 6— 9? m, p.m. Requester: j Joe. Phone No.: 9/9— 6066 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: c„-es) I Inspector: 6 NI Date: fclie $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recdtpt No.: Date: INSPECTION CITY OF TUKWIILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION. RE 1RD Retain a copy WW1—emit 0 c0-7a0* PERMIT NO. (206) 431 -3670 PVct(V 1-tOper re5 Type n: flit ( Ad�re>�,q.1'�0 / 1 t f / C..]"W, ,JF) (-fl FiAtt 2._ /hISU (...61'LO 4 , Specciial instructions: at t erore. jOLL Date wanted? f._ f s G. `� (�Q,r) Req Approved per applicable codes. Corrections required prior to approval. COMMENTS: C I AV L $Pacer -- Se(L Y O VA/d ti I V� 1 ) ` (Zz2 7Vf-- \r.Rro9 d- c4-o 44 /m4 1pn0 p S v\()gorq >I / C..]"W, ,JF) (-fl FiAtt 2._ /hISU (...61'LO 4 , ff ._ r-1NA- Ae%0 C, PNtwos,=i1 Q*-- To Film, - A IInspector: Date: ! $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt. No.: Date: INSPECTION RE RD Retain a co PY wit(�'ermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: :1 .. pro Type of inspec o • _ p i Address• ! • ,Quo called:. ,p Special instructions: 1l 7C/ ", 10-- • Date wanted _3/_�8 �'� Requester \y�� ,� P %Wi: &&. h'10611 Approved per applicable codes. Correctioi5 required prior to approval. COMMENTS: iv = SS-- / / S) IInspector: - Date: 5/31 Q . _ n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schebulb reinspection. Receipt No.: Date: INSPECTION RFrARD Retain a copy wit rmit INSPECTION NO. 1,0„,ociG- 00 6°1 rnq-►• olt�7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southce ter Blvd., #100, Tukwila; WA 98188 (206) 431 -3670 Projeci: v i P( -cif' -1ES Type of inspection: (.1VeS1 C A.?' G1 4F K:wiIA . /jam$ 0C T O13 DM''tc Address: q0. 0 s. Iv g Date called: cuee(wvAA. -. Special instructions: Date wanted: 3 JJ f 3/ 9 F a.m. �A.u�i Requester: Phone No.: Pc 1)-c) o t-Ct.. � >✓ '-4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17` IS t4Oi LAW kAL-- 'It 000.01 -rt9as IAc)tdc- w t i h uk, F+NAt... , NSecrrio Ivhe IvnL. rit, ' .c— G1 4F K:wiIA . /jam$ 0C T O13 DM''tc l4- A c;r*4 jack r 1 - A - x - - " , ) - os-r4„.\ s vc- cuee(wvAA. -. Tb R-0— hn NA oy- t. w s 0.44--.04— f,P P twVrI o F- 0 T _ P t-w► ‘t S 0 v.Ts11A *», ►J (4 :'j-( tT- wt u_ rt ,cam^" j Yid Pc 1)-c) o t-Ct.. � >✓ '-4 p c % 1 . Inspector: Date: -3 3 % 9g" $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. receipt No.: • F'a F.R Date: INSPECTION REJ D Retain a copy wit 4 -e rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcetitaer Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project:. �/ ;< -1- f//' )1`' IJi?&p 1L Lz �� Type of ins action: f1�/ YP P .,��f� had ;v t. Address: 110_30 S / �/ = • Date called: 3 -67'7 1143-67'7 Special instructions: v lvZ_ ( i)' - 1 Q 4. Date wanted: Requester: Phone No.: 1�- 10014 [Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ,54eze4 4e, (/ ce-Pzve , Date: $42.00 REINSPECTI •� FEE REQUIRED. Prior. to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: , Date: INSPEC • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcener Blvd., #100, Tukwila, WA 98188 INSPECTION RED Retain a copy with.r.irmit �Rl� >Ol�l�i PERMIT NO. (206) 431 -3670 Specia instructions: Ty s eof inspection: cr Da 1 led: ! _et() Dat 1k)— d: `S_ G1 Requester; ^^ Vj Approved per applicable codes. 4 // C.��+ v (ied Phone No.:q — 10 Corrections required prior to approval. COMMENTS: / 1 Lnspector: 3 $42.0r REINSPECTION "FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Receipt No.: Date: • INSPECTION RED Retain a copy wit rmit INSPEC = '0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 P.(oject: T e of inspectioq: A dress � L . �y s. Date called: cr) Spec i f instructions: ca.szcli4._,C_ciao f 4a-W*-- to w ed: rr Requ ter: Phone No n — L oa nco Approved per applicable codes. Corrections required prior to approval. COMMENTS: .s,/ , z / cr - /- . /am. C f`. .. t :` '.T ...3)• 3.--Cli 1-0y0.47eir'i s j-at P -iv, .4. &Zee s i4 ( S 1 G 4' - /ti.,C. /si s /7,1:-- / : 6 t......---y- .,, a St f'S os t e�•uis 64 h u, :. l �J G Ai - Inspector: J1 Date: $42.00 REINSPECT' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite'100. Call to schedule reinspection. • LC&Pt No.: Date: IN ION NO. CITY OF TUKWILA BUILQING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION R�RD RetaIh 8 copy wi rmit RMI ' •. (206) 431 -3670 Pro ecj: Type qf inspection: ■Ad res : 5 . \Li �'."� D called: _ ��,'c —1 Special instructions: R Rs.. 6S Q Dawantgd;, .1 °mot n Requ ster: Phon o.:� CTW L-Nit r -'. - -C; .. Approved per applicable codes. orrections required prior to approval. COMMENTS: 1�d vc - i 1 G--/ L? �^ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ti INSPECTION RErNID Retain a copy witA.,,4rmit -Dcto -Dc7bq INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188h (206) 431 -3670 PERMIT NO. `NtiW P m I ics Tyli2 c ;rirozmor 44816 S !4g c�- '1 Date called: (j,z0_ Q1 Special instructions: EpRL`1 A = An ` PLE Date wantec _ 2 1 - �i 7 Fn. Requester: --s-te s) t 4.6,1 �O: I61 -302- roved per applicable codes. COMMENTS: 1 Corrections required prior to approval. • Inspector: D2/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date; • INSPECTION NO. INSPECTION RECORD Retain a copy with permit br7G -ca7o oiMIT NG57 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: v,"....z e),27 /i'6> Type nspectl�`oyn: SA �iiGL � Cd�J �,� S 4'2 f Address: "" Da a called: v o41r t Special instructions: / / °r (// / X115 Date wanted: I , 'a Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0., ,' /e" 4/? e H �iiGL � Cd�J �,� S 4'2 f o41r t p..o.,h ee>�.'v4, X115 / , r /', 1,-.-7-7 cod sr Ali ,� _ a AO .0 • / /, 7. d ■ ,/ ,r. 1 Inspector: Date: �r. $42.00 REINSPECT! • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Ard Date: INSPECTION RED Retain a copy with permit il>910-.0 0 G? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: 1i V (11-k— )44)10.7.-lrakt"' Type of inspection: e- I 'V tA NDA-1---14za) Address: 14030 S . (4t.t- Date called: Special instructions: / t 3o Date wanted: p.m. Requester: 1... ,..... °001-3 t Phone No.: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION REERD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project �....y� i L Type of inspection: 1/ 4 Addres : ,, �. !Z Date called: Special instructions. 1! ' Yz.c, re), 'd Date wanted: 2,241 r / A Requester: Phone No.: +167_ (3 Z. (� Approved per applicable codes. 1 Corrections required prior to approval. MENTS: Inspector: Date: $42.00 • EINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION REERD Retain a copy with permit Vico-006cl PERMIT NO. (206) 431 -3670 ProjpVti y„ Nippon Es Type of inspection: ' , ` / _S dr s: S it Acs 'ST Date called: 2- p^ 61-7 Special instructions: 2,: CO ?A. • Date wanted _ 1 l , 97 Requester"' �� a,J Miall: 41-- .2* F-1 Approved per applicable codes. [X] Corrections required prior to approval. COMMENTS: m \smn-'t C L gd\holft-S" A-,:n0 1/1V4-i rJ e-.) p.. ti—xtAluskz T G ti-QtA 4J- • Inspector: /' IIP 1 Date: (I .' $42.00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. 'Call to schedule reinspection. Receipt No.: Date: MAY 28 '99 14:11 FR PSI SEATTLE Mil flootochnical CenoulNir/ • Ilinei vIng • Rooting May 28, 1999 File No. 712 -71521 Attn: Mr. Ray Cockerham City of Tukwila Building Department 6300 Southcenter Boulevard, Ste. 100 Tukwila, WA 98188 206 282 6457 TO 4313665 Subject: Project Name Pyramid Pointe Project Address 5711 South 152nd Piece Permit No. D97 -0069 P.02/02 RECEOV�D MAY 2 81999 DE�FMO me�Y We have completed the requested special inspections on the subject project. Our final report, dated 5/28/99, is numbered FR9236. WORK REQUIRED WORK INSPECTED Reinforced concrete (cast in place) Reinforced concrete (cast in place) Epoxy- grouted dowel installation Epoxy - grouted dowel installation Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P. E., Manager, Seattle Construction Services Department cc: Charlie Labnda, Daily Homes, Inc. Information To Bull On Prolasrienai Sarvlca Industries, Inc. • 3257 16th Avenue Wort • Seale, WA 98119 • Phone 208/282.0866 • Fax 2061282 -0710 ** TOTAL PAGE. fat ** 9610170658 sk IT PLAT NUMBER Z-1-0041C ` CITY OP TUKWILA, WASHINGTL LEGAL DESCRIPTIONS BEFORE THE SHORT SUBDIVISION: See attached sheets. AFTER 'THE SHORT SUBDIVISION: r• See attached sheets This space reserved for recorder's use Return to: Dept. of Community Development Planning Division City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certi- fied for filing this / b 41N day of c. -bar ,19% .. Chairman, Short Subdivision Committee' DEPARTMENT OF ASSESSMENTS Examined and approved this 1 _ day of � ..rd d 7-r "iv6c. � Assessor Ofr Deputy Assessor eN ••y[000 -•'(7 ono 12- •Z3_•� Page f of RECEIVED S E P 3 01996 TUKWILA PUBLIC WORKS EXISTING LEGAL DESCRIPTION ' Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; EXCEPT the South 110 feet of the East 106.80 feet thereof. ALSO known as Lot 2 of the King County Short Plat No. 380120R, recorded under King County Recording File No. 8008270719. PROPOSED LEGAL DESCRIPTIONS Parcel 1: That portion of Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of• Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 98.62 feet to the east line of said Lot 21' thence S 01 °05'55" W along said east line a distance of 80.00 feet; thence N 87 °53'09" W a distance of 106.80 feet; thence S 01 °05'55" W a distance of 100.00 to a line 10 feet north of and parallel with the south line of said Lot 21; ap thence N 87 °53'09" W along aid south line a distance of 22.00 00 feet to the true point of beginning. SUBJECT TO an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a • tiO distance of 10.00 feet to the true point of beginning; 0l thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" W a distance of 22.00 feet to the true point of beginning. 9610170658 PARCEL 2: That portion of Lot 21, Biock 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 152.55 feet; thence N 40 °21'34" E a distance of 47.67 feet to the true point of beginning; thence continuing N 40 °21'34" E a distance of 54.07 feet; thence N 01 °05'55" E a distance of 80.00 feet to the north line of said Lot 21; thence S 87 °48'47" E along said north line a distance of 64.40 feet; thence S 01 °05'55" W along the east line of said Lot 21 a distance of 122.39 feet; thence N 87 °53'09" W a distance of 98.62 feet to the true point of beginning. TOGETHER WITH an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" w a distance of 22.00 feet to the true point of beginning. PARCEL 3: That portion of Lot 21, Biock 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 152.55 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 160.00 feet to the north line of said Lot 21;; thence S 87 °48'47" E along said north line a distance of 64.40feet; thence S 01 °05'55" W a distance of 80.00 feet; thence S 40 °21'34" W a distance of 101.74 feet to the true point of beginning. TOGETHER WITH an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" W a distance of 22.00 feet to the true point of beginning. Page 3 of • /3 /Q A•t•It4 (Cl/ 13 /11/J •J18I 9610170658 { /4 N /7• II'If' w /1 /.10' MAP • /5 • i Sir AMA/ /vi I•S 11' !I' 1 1 I PARCEL 3 2*tI • 7107 J1 ,: /A.rA %N0 /Mr LANE it ?1.tl' 04.40' k PARCEL 2 .tell • I/17 14 101•J'J'Y7'IV LANZ it e. �71( 11.00' ♦ k 444'1 40. 04/4/11T • At fit Jf .V07'!i•Ol'W W.IO' 10T / NCSP S00 /10.e .rl'COA•O!O 0004l7071! AM J. /IOr/ JT. ro.4z,.,A' /414 _ It 4401 • • ea .re R t cI• 20 N //L • 7OP Ir i'4101211 FINtt JIM /1 rac .6w2"4 Av CALL .L WIN O/IN SCALE / "• 40' RECEIVED JUN 0 41996 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUN 0 it 1996 PERMIT CENTER // Q ' 0 !G U W4CM[JO, 11/1714 cl t O «, fJtw[/ aNN1L'rAON / /T, e0' S. /48 7# S r N . SS SS IO /. IO ;1/JY /.Ni A 'J.N. Jtwtf NIPS./ W Land Surveyor's Certificate: This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of ap- propriate State statute and has been properly staked. Name: C. MICHAEL CHADWICK Date. JULY 24, 1995 Certificate No. 8393 Short Plat Number L ' 604 Map on File in V Direction: T Scale: 1" =40 Stamp: • Page XIV. 0•I1.11 FA CONC. IA.'W. /.V CU W /7N O /JN. 11V. J. 1.1. ft AYVY• /!•Jt T of 9610170658 EXISTING LEGAL DESCRIPTION ' Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; EXCEPT the South 110 feet of the East 106.80 feet thereof. ALSO known as Lot 2 of the King County Short Plat No. 380120R, recorded under King County Recording File No. 8008270719. PROPOSED LEGAL DESCRIPTIONS Parcel 1: That portion of Lot 21, Block 7, 'Adams Home Tracts, according to the plat thereof recorded in Volume 11 og Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 98.62 feet to the east line of said Lot 21' thence S 01 °05'55" W along said east line a distance of 80.00 feet; thence N 87 °53'09" W a distance of 106.80 feet; thence S 01 °05'55" W a distance of 100.00 to a line 10 feet north of and parallel with the south line of said Lot 21; thence N 87 °53'09" W along aid south line a distance of 22.00 feet to the true point of beginning. • SUBJECT TO an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" W a distance of 22.00 feet to the true point of beginning. Page of 9610170658 PARCEL 2: That portion of Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 152.55 feet; thence N 40 °21'34" E a distance of 47.67 feet to the true point of beginning; thence continuing N 40 °21'34" E a distance of 54.07 feet; thence N 01 °05'55" E a distance of 80.00 feet to the north line of said Lot 21; thence S 87 °48'47" E along said north line a distance of 64.40 feet; thence S 01 °05'55" W along the east line of said Lot 21 a distance of 122.39 feet; thence N 87 °53'09" W a distance of 98.62 feet to the true point of beginning. TOGETHER WITH an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" w a distance of 22.00 feet to the true point of beginning. PARCEL 3: That portion of Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 152.55 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 160.00 feet to the north line of said Lot 21;; thence S 87 °48'47" E along said north line a distance of 64.40feet; thence S 01 °05'55" W a distance of 80.00 feet; thence S 40 °21'34" W a distance of 101.74 feet to the true point of beginning. TOGETHER WITH an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" W a distance of 22.00 feet to the true point of beginning. Page of 9610170658 EXISTING LEGAL DESCRIPTION ' Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; EXCEPT the South 110 feet of the East 106.80 feet thereof. ALSO known as Lot 2 of the King County Short Plat No. 380120R, recorded under King County Recording File No. 8008270719. PROPOSED LEGAL DESCRIPTIONS Parcel 1: That portion of Lot 21, Block 7,•Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 98.62 feet to the east line of said Lot 21' thence S 01 °05'55" W along said east line feet; thence N 87 °53'09" W a distance of 106.80 thence S 01 °05'55" W a distance of 100.00 north of and parallel with the south line thence N 87 °53'09" W along aid south line feet to the true point of beginning. SUBJECT TO an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87°53'09",E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" W a distance of 22.00 feet to the true point of beginning. a distance of 80.00 feet; to a line 10 feet of said Lot 21; a distance of 22.00 Page 9610170658 PARCEL 2: That portion of Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 152.55 feet; thence N 40 °21'34" E a distance of 47.67 feet to the true point of beginning; thence continuing N 40 °21'34" E a distance of 54.07 feet; thence N 01 °05'55" E a distance of 80.00 feet to the north line of said Lot 21; thence S 87 °48'47" E along said north line a distance of 64.40 feet; thence S 01 °05'55" W along the east line of said Lot 21 a distance of 122.39 feet; thence N 87 °53'09" W a distance of 98.62 feet to the true point of beginning. TOGETHER WITH an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15‘feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" w a distance of 22.00 feet to the true point of beginning. PARCEL 3: That portion of Lot 21, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 152.55 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 160.00 feet to the north line of said Lot 21;; thence S 87 °48'47" E along said north line a distance of 64.40feet; thence S 01 °05'55" W a distance of 80.00 feet; thence S 40 °21'34" W a distance of 101.74 feet to the true point of beginning. TOGETHER WITH an easement for ingress, egress and utilities described as follows: Beginning at the southwest corner of said Lot 21; thence N 01 °05'55" E along the west line of said Lot 21 a distance of 10.00 feet to the true point of beginning; thence continuing N 01 °05'55" E a distance of 142.55 feet; thence N 40 °21'34" E a distance of 47.67 feet; thence S 87 °53'09" E a distance of 38.15 feet; thence S 40 °21'34" W a distance of 73.19 feet; thence S 01 °05'55" W a distance of 122.51 feet; thence N 87 °53'09" W a distance of 22.00 feet to the true point of beginning. Page of DECLARATION: SIGNATURES Know all men by these presents that we, the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witnes rereof we have set oour hands and seals. Nam t-t.� �� , `�� C `V Name: Name: Name. Name: Name: Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me SM RR / L 441/...$ /Y £ to me known to be the individual described in and who executed the within and foregoing in- strument, strument, and acknowledge that S# L , signed the same as 14' A free and voluntary act and to deed, for the uses and purposes therein mentioned. v•4 GIVEN under my hand and official seal this2e today of Z L ¥ ,192r. .Q-1 Notary Publi in and for the State of Washington, Cr) att ui/vs f /0 ZS- 0 ZZ6 iH 57: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of ,19 Short Plat Number _Z-516- vLad-/ I Notary Public in and for the State of Washington, residing at • Page of S Lq5 -004/ EASEMENT AND JOINT ROAD MAINTENANCE AGREEMENT We the undersigned hereby agree that the road parcel described as: -See attached legal description and Plat map: All maintenance, repair, improvements and /or rebuilding of said private road shall be the obligation and responsibility of the owners and /or contract purchaser of the parcels of 'property having legal access therefore and their accessories, heirs and /or assigns for maintenance, repair, improvement and /or rebuilding, the cost shall be shared by the owners of each parcel in the short plat in the same proportion as their ownership of said road. The covenants herein contained shall run with the property and are binding upon all subsequent owners thereof. G1 ?e,Pa �.GI e , ee Owner( s) signature ate 9610170658 PrA JOINT MAINTENANCE AGREEMENT Notice is hereby given that Virk Properties Corporation, Inc., owner(s) of the following described tract(s) of land; -See attached legal description- do hereby establish this Agreement and convey unto all present and future owners, their heirs and assigns, of all or any of the foregoing described tract(s) of land, the maintenance of the easement(s) granted and conveyed in Tukwila Short Subdivision a 1-95-0041 , as described below. 1 ter Line/ Power Line and Cable Con ' and phone): It is agr - - . he cost of a, - '1 I maintenance for the main water line, power ' . - : . ca ' - • , V and phone) shall be the joint - • ility of all parties. 2. SAN/T RY Sewer: It is agreed that the cost of any repair or maintenance for the sewer pipe within the easement shall be the joint responsibility of all parties. This Agreement shall be binding upon all present and future owners of the parcels created under the aforementioned document. e? e4f Owner(s) signature i'y/AeuZ (14 eve4ieet,c1 141 1944 1,et-eiede‘eeel toOdi-M , M/4 9#7 L950041 Prior to the development of either Parcel 1, Parcel 2 or Parcel 3, the following will be required: • If there is no fire hydrant within 250 feet of all building sites then the developer shall either install a fire hydrant capable of pumping 1000 gallons per minute or; • The future houses will be required to provide interior sprinklers to be approved by the Fire Department. 9610170658 z Alto /7,G(7G 9610170658 EASEMENT THIS INSTRUMENT, made this 10 ''day of Gi)c c�/fc2f 1996, by and between DOAK HOMES INC., hereafter called "Grantor ", and VIRK PROPERTY CORPORATION, INC., hereinafter called "Grantee ". WITNESSETH: That said Grantor(s),for and in consideration of the sum of $ 10.00 paid by the Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for utilities with necessary appurtenances over, through, across, and upon the following described property in the City of Tukwila, Washington, more particularly described as follows; THE WEST 25 FEET AND THE SOUTH 10 FEET OF LOT 19, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. Said heretofore mentioned grantee, its successors or assigns, shall have the right without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities making any connections herewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintenance, repairs, alterations or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the easement shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. , The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the sanitary sewer easement during the existence of such easement. This easement, shall be a covenant running with the land and shall be binding of the Grantor, his successors, heirs and assigns. Grantors covenant that they are the . ful owners of the above properties and that they have a good and lawful •," t t• - 6t,s. his easement. ri W '. RS OWNERS 9610170658 STATE OF WASHINGTON) COUNTY OF KING ) ss. d1;;;IllikaiN 44 r 114 Ir. .44e: I, the undersigned, a notary public i e State of Washington, hereby certify that on this day bill of 1996 personally appeared before me JCU( E, L -to me known to be the individual(s) escri d in an w o executed th0 foregoing instrument, and acknowledged that signed the same as f1/1. free and voluntary act and deed, and for the uses and purposes therein mentioned. Notary • u / i " = d for the Stake ,qf Washing on, residing atf P Gil (.UJ My commission Expires t. STATE OF WASHINGTON) COUNTY OF KING ) ss. I, the undersigned, a notary public in and for the State of Washington, hereby certify that on this day of 1996 personally appeared before me to me known to be the individual(s) described in and who executed the foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, and for the uses and purposes therein mentioned. Notary Public in and for the State of Washington, residing at My commission Expires p. City of Tukwila Department of Public Works John W. Rants, Mayor Ross A. Eamst, P. E., Director Water System Proportional Fair Share Agreement The proposed development at: Lot / o f shot/ plat L 95 - 004/ / (address): 4 0X X 5 14ff 5T (parcel no.): adds to the cumulative need for the accommodation for domestic and fire flow water service. The result of continuing development will be the need to undertake water system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D funding sources are utilized. Gh The agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and nms with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. a +w•� So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the CO Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Chi Works Director. Sire A ress ti3eixevee,e_. a,A S,� City of Tuk ub is orks Director Date � 5f 15 3•-%11 Phone City/State/Zip Code fo/07/q6 Date STATE OF WASHINGTON COUNTY OF K1 On this day personally appeared before me 0 I rid('{? (--1170j11 individual s) described in and who executed the within and foregoing instrument, and acknowledged that same as = .. . free and voluntary act and deed, for the uses and purposes therein mentioned. , to me known to be the she they signed the Given under my hand and Qffic al seal this ) �'ll�day of \ 1 ,( �( 4ti , 19 9(/2 Notary Pu liE to • f. the State of Washington residing at: M.Gl/ L J2' CATHY L. LUNA EXPIRES: 7- 6300 Southcenter Boulevard, Suite #100 •, dkwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 City of Tukwila M. x.+v. x. • n, e1`,rrMrryry :,•wT.' +A4SUtrYxwy, -n ry.ry q.- rm.rr..• John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director Water System Proportional Fair Share Agreement The proposed development at: O �4r (address): �i r,K t Z-071 2 0/ sHo er, -r 1-9 c ' 49.e (parcel no.): adds to the cumulative need for the accommodation for domestic and fire flow water service. The result of continuing development will be the need to undertake water system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D funding sources are utilized. yThe agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, 6 and runs with the land. N This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost rl of said recording will be paid by the City. `i`4 So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the C Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Public 07 Works Director. ame) 3(Pla— 24ite Clac-- ress jaeeeeyezei, City of Tuk • . ublic Works Director ? I 16(96 Date —hill y, Phone City/State/Zip Code 101071 i?1)6 Date STATE OF WASHINGTON COUNTY OF 3)(1 rig , I On this day personall}+ appeared before me bil nde,Y p 6i V _. , to me known to be the individual s) described in and who executed the within and foregoing ins rument, and acknowledged that &sheithey signed the same • free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal ,199' SVU 4 this I 11) day of } � • M :! 4 Not Pub!' o an fo the State of Washington residing at: i• CATHY L. LUUNA 1, • r , +� MY APPOINTMFPJT FXPi rn. 12 6300 Southcenter Boulevard, Suite #100 • . aka, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 9610170658 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director Water System Proportional Fair Share Agreement The proposed development at: 4.0 3 OF SflO/2.7_ / L 93- � 0041 (address): 40X X 5, NQ e TM 5-Fe-Ear (parcel no.): adds to the cumulative need for the accommodation for domestic and fire flow water service. The result of continuing development will be the need to undertake water system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D funding sources are utilized. The agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. Owner: Owner(signature) , S eet- ddress i3,e„exexe City of Ti Public Works Director Gum 7// (/9 Date S'U_ll Phone City/State/Zip Code 10/07/ ic/ `? Date STATE OF WASHINGTON COUNTY OF I On this day personall ppeared before me Joc i ncI e r p �l n h - individual s described in and who executed the wit and foregoing instrumen and acknowledged tha same as free and voluntary act and deed, for the uses and purposes therein mentioned. re li 0 v,* .N.,. 4. 4, Given under my hand an, offcial seal 147. .,'a 4/11 this day of / Mb I 4- IS-trti __W;CI! 04 ' r� •+ i , 4 . ',� t; Not ary�� d • r e State of Washington residing at: 'PO �•' eR•r ni�t��int7�Af =tIT FXP{RFR' C/� -- , to me known to be the signed the 9 9(2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 TO: FROM: DATE: City of Tukwila John W. Rants, Mayor Department of Publk Works Ross A. Eamst, P. £, Director NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING JANUARY 241997 SUBJECT: VIRK PROPERTIES CORP. INC. - NEW SFR (Lot 1 of Singh Short Plat L95 -0041) Address: 4030 S 148th St Project No.: P96 -0018 Activity No.: D96 -0069 Contact Person: Joe Singh Phone: (206) 246 -3782 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 24, 1997: Storm Drainage Land Altering PERMIT FEE $ 25.00 $ 37.50 $ 62.50 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /sm C.F.: PW Utilities Inspector (copy of application and plans) Development File (copy of application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 1 �. t[_. ...t �.,. .. m.. e.[. ..r .. r, tin..• ...... CITY O TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 �r.n+ ..iT[4rtN.FFh7tiart%atK+t>•LnMat�: �.YN�rxw RECEIVED CITY OF TUKWILA JAN 0 8 1997 PERMIT CENTER REVISION SUBMITTAL DATE: / 8g -97 PLAN CHECK/PERMIT NUMBER: D q6 - 0W 9 PROJECT NAME: Vick ck prropefil ej corp. �rC. PROJECT ADDRESS: y03 o 5 / CONTACT PERSON: CZe ` if .y % PHONE: act- • REVISION SUMMARY: jT � )e u/ /C 71 Pei / (J7tht) Urn PC- cicmfei la- /ia /Q6.. e0670/75 Reap /-/at' Ong n SHEET NUMBERS) / ) � "Cloud" or highlight all areas of revisions and date revisions. PO/6 SUBMITTED TO: 3/19/96 PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 10, 1996 PROJECT NAME: VIRK PROPERTIES CORP., INC. PROJECT NO.: P96 -0018 PLAN CHECK NO.:D96 -0070 AND D96 -0069 Plan Reviewer: Contact Joanna Spencer at (206)433 -0179, if you have any questions regarding the following comments. 1. On your site plan, show existing and proposed contours (2 ft intervals) and finished floor elevation of the proposed structure. Specify the estimated yardage, both cut & fill for the land altering permit. Hauling over 50 cubic yards shall require application for a hauling permit prior to any associated activity. 2. Show roof drains and foundation drains and how they connect to the existing storm drainage system. 3. Show the location of the nearest fire hydrant. 4. Show all the utility lines that will service the new house: water, sewer, storm drainage and power including the pipe material and size. litralPrt.l.ard.t0Ar4 L j; 7,414V 0) a) = P 112 198 044 Receipt for Certified Mail m No Insurance Coverage Provided gtufwva Do not use for International Mail (See Reverse) silk JOE STROH 18124 RIVIERA PL SW Street ..r,„ N4 P.O. ant ZiP C�d, 98166 Postage $ .32 Certified Fee 1.10 Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom & Date Delivered Return Receipt Showing to Whom, lnd Addressee's Address Postage & Fees gpostma k Date C.3 NAILED -12/12/96 E CORRECTION LETTER #1 D96-0069 1.10 $ 2.52 0. WATTSUN 5.4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 02/16/96 FILE: C:\\WATTSUN5\\11186.WS HOUSE ID: 11186 Site Homeowner: Builder: Analyst: cfb Jurisdiction: Utility: House Type: Single Family Floor Area: 1699 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* COMPONENT PERFORMANCE ENERGY BUDGET with 1991 WA State Energy Code. REFERENCE 366 8.24 PROPOSED 323 Btu/hr-F 6.81 kWh/ft2-yr REFERENCE DESIGN Component Floor DoOrs AG Wall Ceiling, Attic Ceiling, Vault Infiltration Reference Value X Area = UA PROPOSED DESIGN Component COMPONENTS Description U-0.041 -o .'.~. U-0.400 U-O.062 U-0.036 U-0.034 ACH-0.350 1052 43.1 254.9 165.7 38.0 15.2 1718 106.5 769 27.7 232 7.9 13592ft3( 87.1) Reference UA Value 366 X Area = UA Floor ' 7%� AG Wall Ceiling Infiltration R30 vented Joist 16oc _R3 nted Joist 16oc * ` Wood 1-3/8" soiid'flush- '^`-� R19 STD Lap Wood R38 blown Attic STD baffled R30 batt Vault vented Standard Air Sealing CITY OF '"K,=` 1 ° 1 w NOV � � �� mwv ww PERMIT CENTER U-0.029 U-0.029 '- u_o.490` U-n.390 U-0.062 U-0.031 U-0.033 ACH-O.350 ..' 947 105 290.5 38.0 1682 769 232 27.5 . 142.3 14.8 104.3 23.8 7.7 13592ft3 ( 87.1> Proposed UA • Items in parentheses. not included in COMPONENT PERFORMANCE totals. ** Denotes non-standard values - check calculation of thermal value. ------ - - Page 1 WATTSUN 5.4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C:\\WATTSUN5\\11186.WS 02/16/96 HOUSE ID: 11186 Struc Mass Light Frame, Sheetrock walls M- 3.000 1699 HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size: Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: Solar Access: PROPOSED Gas Furnace DEFAULT 78 % 59 % 0.60 21455 Btu/hr 5401 8tu/hr(25%) 26857 Btu/hr 40500 Btu/hr (150%) 57 MBtu $ 321 Integrated Spot & Whole House 0.0 (Ducted) 16376 Btu/hr 1.9 tons(@125%) *** kWh/yr Partially Shaded PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area SUPPLY Vented crawlspace RETURN Attic or garage GLAZING ORIENTATION R- 8.0 R- 8.0 339.8 ft2 68.0 ft2 PROPOSED South : 72.6ft2 Southeast : East : 72.6 Northeast : North Northwest : West • Southwest : PROPOSED 72.6ft2 72.6 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. ------- Page 2 ` `� WATTSUN 5.4 COMPONENT CHECKLIST 02/16/96 FILE: C:\\WATTSUN5\\11186.WS HOUSE ID: 11186 Name: Address: Reference: 1991 WA State Energy Code Floor Area: 1699 ft2 Heating Type: Gas Furnace FRAMING INSPECTION Approved plans: Are available onsite Air leakage: Soleplate is caulked or glued to subfloor. Rim joists between stories are caulked/sealed. All holes in building envelope (i.e. exterior ceilings, walls, and floors) are caulked/sealed, including all electrical, plumbing, and HVAC penetrations. Outlets, switch boxes and recessed fixtures on exterior walls are caulked/sealed with approved sealant, or have foam face gaskets installed. Any recessed lights are IC rated, air tight, and sealed to the ceiling sheetrock. Wall framing: Net wall area: 1682 ft2 Standard framing with studs spaced 16" o.c. Structural panels: All structural sheathing is stamped "Exposure I" or "Exterior". Windows: (2GL Vinyl 1/2" 290.5 ft2) Windows are installed as shown on the approved plans. The rough opening around windows and doors is caulked/sealed. Exhaust fans, spot ventilation: Bathroom fans are 50 CFM, kitchen fans are 100 CFM. Fan ducting has minimal bends and terminates outside of the building. The whole house exhaust fan is between 100 and 150 CFM. The whole house fan is rated at 1.5 sones or less (unless remotely located). INSULATION INSPECTION Wall insulation: (R19 STD Lap Wood 1682.0 ft2) Insulation fills all exterior wall cavities. It is not compressed and is cut to fit around wires, pipes, and outlet boxes. Recessed fixtures in exterior walls have at least R-5 insulation behind them. ----- Page 1 _ WATTSUN 5.4 COMPONENT CHECVLIST 02/16/96 FILE: C:\\WATTSUN5\\11186.WS HOUSE ID: 11186 Vaulted ceiling: (R30 batt Vault vented 2x12 24oc • 232.0. ft2) Insulation is installed to the manufacturer's recommended density and coverage without compression. Ducts: (Supply Ducts: Vented crawlspace R8 339.8 ft2) (Return Ducts: Attic or garage R8 68.0 ft2) All HVAC ducts installed outside the heated, habitable space are sealed at joints, corners, and boots, and insulated to the specified value. Vapor retarder: 1.0 perm or less vapor retarder (e.g. poly, kraft paper, perm rated paint) is installed on the warm side of insulation in floors, ceilings and walls. A 0.5 perm vapor barrier is installed on all vaulted ceilings. Recessed lights: Any recessed light fixtures in the thermal envelope are certified under ASTM E-283 and labeled showing compliance, or are sealed around the exterior to be air tight. FINAL INSPECTION Crawl space moisture barrier: A six mil black polyethelene ground cover is installed on crawlspace floor. Floor Insulation: (R30 vented Joist 16oc 947.0 ft2) (R30 unvented Joist 16oc 105.0 ft2) Insulation is supported in a permanent manner without compression. Crawlspace ventilation: At least 3.2 Ft2 of net free ventilation is provided in the vented crawlspace. Crawlspace ventilation: Less than 0.4 Ft2 of net free ventilation is provided in the unvented crawlspace. Pipe insulation: All water pipes in unheated spaces are insulated to R-3. Hot water: Electric water heater labeled as meeting ASHRAE Standard 90A-1980 or 1987 NAECA. Tank has R-10 non-compressible pad underneath if located over slab or in unconditioned space. Shower heads allow a maximum flow rate of 3.0 gallons per minute. Page 2 WATTSUN 5.4 COMPONENT CHECKLIST 02/16/96 FILE: C:\\WATTSUN5\\11186.WS HOUSE ID: 11186 Doors: (Wood 1-3/8" solid flush ' 38.0 ft2) Weatherstripping, threshhold, and doorsweep are properly adjusted and seal well. Ceiling: (R38 blown Attic STD baffled 769.0 ft2) Insulation is installed to the manufacturer's recommended density and coverage. Attic access doors are insulated and weatherstripped. Heating system: DEFAULT The heating system does not exceed: 0 BTUs. Ventilation: The ventilation system has been checked for proper operation. If designed for intermittent operation, the system is controlled automatically by a time-of-day timer set to run for a minumum of eight hours per day. If designed for continuous operation, the system is directly wired to a dedicated circuit in the electrical. panel. Make-up air: Ports or registers supplying outside air in the quantity of 10 CFM are located in each bedroom and the main living area. All gas or oil combustion appliances (except stoves and clothes dryer) have outside combustion air ducted directly to the appliance. All stoves have an exhaust fan directly over them. Combustion Exhaust: All combustion exhausts are separated by minimum 3` vertically or 10' horizontally. Radon monitor: Radon monitor supplied to residents. Exhaust duct insulation: Ali exhaust ducts in unheated spaces are insulated to R4. Page 3 s1 T'Qd 9Z :£0 46,'61,'60 PROJECT: GALCUt.Ag, rroj.Gt oche L e••• 1 Gr.4 rJ E 414,4 ,4_,J 40 Q111 IS CAS flesc aprlclyt L1-4L ' J GONSTRUGTION TECANOL.06115 .bn Y. Rahuk,1'.!. 11b61 9.E. let Street 1204 6e! evue. PIA 98005 ( b) 450 -0454 1eleph. (206) 450 -0301 FAX Ue� 331 HOILaf>i1SH00 UBG Code 1c144 edition 8988 TY9 98Z Z 8Y:d1 36/61/60 RECEIVED CITY OF TUKWILA Nov 1 31996 PERMIT CENTER av33t,,:,1.. r': y. �i. t-: ryx�ran+.:: r. Y�RYC+ u�w • >.iro.u...........,._.....___ .__._:_.__....-- iJ } !i 1 r 1 :t ti I :.; is I • • S6 '6 i '60 *a . • 64.) 21-40 (bl 1�T QQt 2.. 28'd 331 NOI.30ii1SNO3 '1'1464 M6011,M. ■ 4 ..a1I. _,,,,4 To mliwww v rya. a. 14 1R.� NOI92Q INVMZ* w a•n . 80i,1 26'61,68 8988 109 96Z t►ATERAL D B 9 I GN A) MIND DESIGN EXPOSURE . HIND SPED VICTORS . UDC 16-0 UMC 16 -1! "D" METHOD IX UAC 1994 00 MPH Qum 16.4 pSP TADLR 16 - P Iw - 1.0 TABLE 16 - L Ce- 0.62 H < 15 FT Cc- 0.67 15 FT < H < 20 IT co. 0.72 20 FT < U c 25 FT eau 0.76 25 FT < a < 30 FT Cq- Cq- C1- 1.3 0.7 1.6 +0.5.2.1 WALLS UPWARD ROOF raves P - Cs * C.q * Qs * Iw UDC SECTION 1618 P - 13.20P$F <N <15F'P P • 14.30 PSF 15 fir < !t < 20 F C P -15.40 PSF 20 P'r <U <25 FT P = 16.20 PST 25 PT < H < 30 FT P ■ 17.90 PSF 30 FT < H < 40 FT ROOF+ UPLIFT - 16.20 PSF * 0.7/1.3 - 8.72 PSF RAVE UPLIFT - 15.40 PEP,* 2.1/1.3 - 24.80 P8P F+u • 2?? • 24.8 PSF 49.70 PL? SIMMPSON ANGLE A35 CAP. 5004 SPACING = 500 8 /49.70 per' - 10 1'T USE A 35 AT 48 IN 0. C. MAX PROJECTED HT OF THE STRUCTURE • 25 1?T 1 'DRIB. UT TO ROOF PLATS hi 0 FT 816.20 PSr' • h2 5 k"3' 815.410 PSF - h3 5 PT 814.20 P8? - h4 2 kT *13.20 PS? - TOT1l4 UNIFORM LOA!) TO ROOF PLATE 2 ?RIB. UT TO FLOOR PLATE Ill 0 FT *14.20 P3? - h2 5 FT 013.20 Pst' a h3 3 FT 813.20 PSY - h4 0 FT 813.20 PSF • TOTAL UNIFORM LOAD '1'O FLOOR PLATE 3 TRIG. UT '1'O GARAGE PLATE hl 1 FT 813.20 PSF • h2 9 FT 813.20 PSF - TOTAL UNIFORM LOAD T'0 P'LOOR PLATE 331 N0 t 13fl .L5H03 9968 109 90E g 0.00 PLP 77.00 PLP 71.00 PLP 26.40 WLF 174.40 ELF 0.00 PLF 66.00 PLP 39.60 PLF 0.00 P&P 105.60 PLP 13.20 PLP 118.80 PLP 132.00 PLF 60:ot G6,6t /66 .god Itd �9Z • EO S6, '61 t'60 G8'd 331 NO113f1U1SNo3 8988 109 98Z Y. 8G:*t G6/61/68 I. t. 99'd 331 NOI131141SN03 ;14.9Z:£0 S6 61T.60 EQUIVALENT SEISMIC UNIFORM LOAD SEISMIC FORCR - SEISMIC !ORC3 - WIDTH OF STRC. A WIDTH OP STRC.A WIDTH OP 3Tnc. A WIb4'8 UP STRC. Q ROOT' L3VRL • FLOOR LEVlRL ROOF PLATE N- 8 ROOF 1'LATP W- E FLOOR PLATE N- 3 FLOOR PLATE W- R UNIr0RM LOAD ROOF PLATS N -G UN/FORM LOAD 900? PLATE W -C UNIFORM LOAD F1.00 PLATE N -S UNIFORM LOAD FL •' LATE W -3 WIND GOVERNS 14Q ROOF SEISMIC GOVERNS YES ROOF UNIFORM LOAD RATIO; SEISMIC TO WIN N -S RATIO: SEISMIC TO WIND W -iR BASE SWT3MIC LOAD N -S HASV WIND LOAD N -S RAW SEISM= LOAD W -E SASE *.T.NU LOAD W -E RABE UNIFORM LOAD RATIO SEISMIC TO WIND N -S RATIO SEISMIC TO WIND W -C HORIZONTAL DIAPHRAGM N - 9 'ROOF N - E ROOF N - 3FLOOR W - 8 FLOOR FLOOR ROOF FLOOR 0.46 168 PLF 280 PLF 207 PLb' 280 FL? 0.60 0.74 LL- DISTANCE 8RTWEEN CL. L2- DISTANCE BETWEEN CL. L3- DISTANCE BETWEEN L. L4- DISTANCE BETWEEN CL. ROOF Nk8 CIIORO ROOF WEB CHORD ROOF Ni .S STRUT ROOF W43 STRUT FLOOR i -S CHORD FLOOR -3 CHORD FLOOR t$ -8 STRUT FLOOR 14-L STRUT We /Ww 174.0 174.0 174.0 174.0 L1 20.0 20.0 20.0 20.0 Wa1Ww L3 106.0 20.0 106.0 20.0 106.0 20.0 106.0 20.0 B 1 n 1 3.20 KIPS 3.51 KIPS 40.00 FT 26.00 re 40.00 FT 42.00 PT 00 PLF 123 PLF en PLF 84 PLF 174 PLF 106 PLF 123 PLF 08 FL? e.(4M4k AND AND AND AND WIND 174.00 174.00 106.00 106.00 MAX MAX /A.i. 't+Ailry. ( ) CL. C CL. 3 CL. C CL. 3 L2 22.0 22.0 22.0 22.0 L4 22.0 22.0 22.0 22.0 e9ee t1.9 99Z X 19.8 PLF 23.9 PLF 79.1 PLF 95.7 9LF 31.0 FL? 38.5 FL? 127.3 1'LF 154.0 PLF 20.0 22.0 20.0 22.0 es :tit S6,81'60 • LOd Rd 9Z : CO S6 TIT '60 L0•d 4cr.• � C,.m,.,.« _ • 331 NOI130815NO3 L (14 Pf.r Pto • F�. . e. • Ip 1 • I'7 44•0 1+ - (14 It Tod '• 3+ S.o'f" re. .• 1740 4- 104 x 11011. tte,v nt, • z4io •+■ le Gn to 7G .ti'" 8908 109 98L Y TG:ti.T G6i6Ti60 seal 4 lit INIMMINISM zoi 1 ? ♦x w' 1140 t TAO qt tat .4' • IOtp* 114(34,./.,. 10 i- 194.0 •• 111, 1 : 731 NOI10f dIsN00 1.4. 41 *.fl tz `,fir e9e6 109 90Z Y 14'114 1s :0t G6/61/68 _r. 'id •9Z :80 56,'61 '617. • • MAX 1'O1' . SHEAR WALL GZOMRTRY WALLS LENGTH Vmax Amax L DL WALL OT. NL'14 DL ROOT' T.W. PLR 'r.w.noo' 1.1. L2 t,3 L4 tJ L6 TOT L L MTN O.T.M. R.N. WDL R.M. RDL A.M. FDL I.0•T.M. C ' T N - 0 OTRRCTION RUUP C.L.A 1.740 0 1.4 10.0 15.0 15.0 0.0 1.0 14.0 0.0 0.0 0.0 0.0 0.0 14 14 13920 7840 2940 0 6733 481 8001` C.L. B 3480 8 27 10.0 15.0 15.0 0.0 4.0 10.0 8.0 9.0 0.0 0,0 0.0 27 10 10311 4000 3000 0 5644 564 ROOF C.L. C." • 1740 a 14 10.0 15.0 15.0 0.0 2.0 14.0 0.0 0.0 0.0 0.0 0.0 14 14 13920 7040 2940 0 6733 481 HOLDOGIN FORCE DIISIG'N v s a UNIT 9HIIAR 1 mAX SRRATiNG TYPE j ' j NOT$S : VMax hoax 60 'd WALL LOAD - t ain (4 RM DOTM Crl' UOLDOWN FORCE: UNIT SHHAtt . T > a 481 124 564 129 481 0 le- -. 124 f/ rr.Nj„� . 1 MAX SHEAR toORCB TO THE C.L. OF THE WALL PLATTE nEIGRT TOTAL. WAL1. LUNG= (L1 L6) TOTAL DL AND /OR LL TRIBUTARY TO THE WALL WALT, UNDER CONSIDERATION Lwin*Amax *(Vmax /L) ((0.5*(1 in "2) *hamx *DLW1X.L) ) OTM- ((RMDL +RIUWL +RMBhT.) * 2 / 3 ) DOTM /Tani n (CT) Vmax /TOT L •IlderA DROOP C.L.A C.L. . . 1:Trn* 2800 0 19 1.0.0 15.0 15.0 2.0 0.0 4.0 3.0 12.0 0.0 0.0 0.0 19 3 3537 360 0 135 3247 1069 5600 a 22 10.0 1!5.0 15.0 4.0 0.0 13.0 9.0 0.0 0.0 0.0 0.0 22 9 18327 3240 0 2.430 14547 1616 2800 a 31 10.0 15.0 15.0 2.0 0.0 4.0 4.5 22.0 0.0 0.0 0.0 31 4 2938 640 0 240 2351 588 1069 614- 147 1616 4) 255 331 H0I10fl11SH00 8908 t49 98Z Z 588 97. ZSs,t 56/61'60 �� °';�hi74t..L1i rT�fatvarrx ,:- >n+w..:,- ._. - -... 4 9{4 1Z : £O ;0 8 - W DIARCrxQN MAX TOT. UHl3AR Vmax WALL GEOMETRY hoax WATT, LOADING WALIS LBNGTE OVERTURNING DL WALT. DL PLR {7T, ROOF T.W.FT.R T . 29 . ROOF Ll L2 .L3 L4 L5 L6 TOT L L MIN O.T.M. R.M. WDL R.M. ROL R.M. D.O.T.M. C T ROOF 1740 d 24 10.0 15.0 15.0 0.0 0.0 3.0 8.0 13.0 0.0 0.0 0.0 24 3 1740 360 540 0 1140 380 BOI,DOWN FORCE DESIGN T U 8 a UNIT 8URAR v a1AX MATING TYPE NOTES. Vmax borax L IOW WALL LOAD- Lain OTM RM ThOTi4 CI*? 1LOLDOWN FORCES UNIT SHEAR WO ROOF C.L. 2 1740 8 10 10.0 15.0 15.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 10 10 13920 4000 6000 0 7'253 725 FLOOR C.L.1 2429 8 11 10.0 15.0 15.0 6.0 0.0 6.0 4.0 5.0 0.0 11.0 0.0 15 4 5102 640 0 720 4275 1069 L L00R C.L. 2 1060 8 10 10.0 13.0 15.0 11.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 10 10 0480 4000 0 9000 -107 -19 FLOOR C.L.3 2429 8 21 10.0 15.0 15.0 6.0 4.0 7.0 9.0 3.0 4.0 0.0 0.0 23 3 2535 360 7.70 405 1045 615 FLOOR C.L.4 1360 8 4 10.0 11.0 15.0 0.0 6.0 2.0 2.0 0.0 0.0 0.0 0.0 4 2 5440 160 180 0 5213 2607 380 ti 725 1.069 j) -19 73 174 162 /106~4 615 106 > C> MAX SHEAR VORCE .1m THE C.L. Op i82i WALLS WALL PLATS HEIGHT TOTAL WALL LENGTH (Li. L6) / TOTAT, OL AND /OR LL TRIBUTARY 0 THE WALT, WALL UNDER CONSIDERATION Lmia +borax+► (Vmax /L ) ((0.5 *(Lmia''2) *h!max*'DLWALL)) 104.x 0 %1+ _ 77 < 2i"11) OTM- ((RMDL +BNR1)L +RHPDL)•2 /3) DOTM /Lorin Vmax /TOT L 2607 140 1Yj'lam. 331 NOT10t181SH03 8908 Tb9 902 Z LStOt S6/6T/60 SHEAR WALL' SCHE0ULJ ( NOTES 1 10 ) tYp[ 41IIEATINS AND NAILINS r?;41p. fort w,iw 1 331 HOIl3n?l1SH00 711h" APA rated sheeting, blocked at all edges. Nailing - ad common (dr galvanised) box nails a 6" c.o. at instating panel edges, 2 12" c.c. at inter. framing members tnterior Sole plate nailing - 14d 3 6" o.c. Exterior mud sill - 3/8 "die A.S. a 4'- 0"o.c. Min. two A.S. per wall panel ). Allowable shear with framing G.F. -+44 PLF Allowable shear with framing ti.F.. -].97 PLF 7/i6" APA rated aheatinq,blocked at All edges. Nailing - Sd common (or galvanized) box nails @ 4" o.c. at sheatinq panel edges, 4 8" o.c. at inter. framing members tntarior sole plata naillne -(2) 1dd 3 4" c.c. Exterior mud sill - s/e "die A.B. S 3'- 0 "o.c. t Min. two A.B. per wall panel ). Allowable shear with framing D.F. -:!0 Pi Allowable shear with framing H.F. -207 PLF 7 /1C" ARA rated sheating,blockad at all edges. Nailing - Sd common Car galvanized) hoc nails A 3" o.c. as sheeting panel. edgiest 4 6" c.c. at inter. framing member, Interior sole plate nailing (2) i4d_1 4" O.C. Exterior mud sill - 3/9 "die A.a. 4 2'.-04o.c. ( Min. two A.B. per hall pansi ). Allowabla shear with framing D.F. -430 PLF Allowable shear with framing H.F. -370 PLF 1/24 APA rated sheatingsblockod at all edges. Nailing - 10d common (or galvanized) box nails e 4" C.C. at cheating panel lodges, 4'6" o.c. at inter. framing members interior sole plate nailing -(2) 14d i 4" c.c. interior mud sill - 5/8 "die A.A.l 2 ") "a.c. ( Min. two A.B. per wall panel ). Allowable shear with framing D.F. -460 PLP Allowable shear with framing H.F. -370 PLF 1/2" awe Coach side ) over 2x studs a 14" .i.c. Nailing - ad cooler nails d 4" c.c. typ: Intartar sole plate nailing - 16d 81 6" Q.C. A1•lowsbla shear - 230 PLF 1/2" GWd (each side ) over 2x study 6 Wald. Week all instating adgea. Nailing - 3d cooler nails A 4" c.c. typ. Interior sale plats nailing -(2) laid 4 6"a.c. Ailawabla shear - 30O PLF 8989 109 90Z 3; zstbt SS6 /61 /60 na 9Z:£0 • 031 H0110naLsH00 st,;6t.t6n NOLO - DOWO SCHOOL: ssmumaksusammussimmuszsmil wefts:ummi sRllssemisssigastms!l essassaMSI. $$• f: it' , •r. tndiostes HPAH022,,8abaded in•oonorstei nail. to (2) 2x stud with.24 10d nails. indioatsn NS'?A36 strap tic nail to 2x stud with 20 - 10d nails Indioates H05A. Sabsd 3/4" dia. anchor bolt 14" into oonarets (or use STA82O A.A. with 10" minima embedaant): bolt to(2) 22 with wit two 3/4" dia. machine bolts. Indiostes HD7A. Imbed 1.1 /9" dia.anohor bolt 19" into oonarste(or uaa 3TA82ewith 24" minimise osbedaent);boLt to (2) 2x studs with throe 7/0" di*, aaohin. bolts. Indioataa HDa. !Imbed 1 -1/6" dia. anehor bolt 25" into oonorste; bolt to 4x ■tud with three 1" dia. saohins bolts, 1) All hoed -downs rslsrenaed manufactured by " 3iapson Strong/-Tie Company, Inc." Hold -downs of equivalent oapaoity by other sanufactur*rs may be used. All hold - downs shall be Installed per latest manufacturer's sQeoitioation (Siapson Catalog C- 010 -1). Saa plans. for looation and installation details, For anal= bolt installation reguirementa see note 0 at shear wall sohsdule ?LOOK DIAPHRAOK saasNSSaiessslia>Aittitssa laxwammsaiainsimmaimaisesasian yaultasmaaisllajslaa:ta Zt'd Minimum 10/37" thioknesa APA rated tongue b groove cheating with exterior glue over 22 floor joists i 10" c.a. with 1Od nails • 0" o.o. at eupportad shooting panel odsss and 10 "0, o, at, int,raediata framing *sabers. •. trseo soh plans and / or general notes for rhea )' 8908 109 90Z _y:vt S6i61i60 eta , i'id 3E;£0 i6'6t,1.60 I�, •; NO 2261 ,`. ,! \�, ��,. . ! 331 Kotlanal st+o3 8908 1b990Z s'. 45tt• G6 /tit /60 • p VId Rd 3Z:E.0 G6:81:60 gal • • tt • • • 7 V.." • - , ' .2* '221127717:%%11::.. 331 HollonalsNoo SiA.4 I 1 • • • "--1 6908 109 90Z Z tpG';‘I G8/6t/60 ; • ' ' ._;.. . . . • . • . : : • '" ' • • 2 - • • • • • • a. la. • . • . . • 144044,* atamomis *""""v••-Ase'' sem. CONSTRUCTION TEC CO •0 0 CI 1.4 111 0. 0. 0. *Aktutiva- Arm, _46.42r" °soak r --Watr • • • rZaCC;t1g.fre eatscle fits 411" C4 44.7J; ts: *144 • . . . SaTilUmia 1 -.............s. ...r.6.4,4 &raw ....., .........___ 4 •thd...... 1 . ............, ....1r II41.1a 1..1..........1 ir I: ;sl" ',...... ....,..2t, Wm... hi...NI...qv, • 1.= gee t- OWN.. Is ars, 00% glad el lsOo. FLO R 1/4" . 43, .Sept • • P. • • iaiiixf'.: 2u`' rc;' i.; n; k':' e.' swt" 4; i"= r^: i, :'%T,:;�^re ".•R:L'"..^S,'.'5:1� City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 12,1996 Mr. Joe Singh 18124 Riviera Place Southwest Seattle, Washington 98166 Dear Mr. Singh: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D96 -0069 Virk Properties Corporation, Inc. 4030 S 148 St This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Fire Department, the Planning Division and the Building Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, O Kelcie J. Peterson Permit Coordinator Enclosures CERTIFIED MAIL File: D96 -Q069 ,AAA A At . _ n - If • AA _ .,._J_._.f._ •,__ ._._ _. FILE tort pUBLIC WORKS DEPARTMENT COMMENTS DATE: December 10, 1996 PROJECT NAME: VIRK PROPERTIES CORP., INC. PROJECT NO.: P96 -0018 PLAN CHECK NO.:D96 -0070 AND D96 -0069 Plan Reviewer: Contact Joanna Spencer at (206)433 -0179, if you have any questions regarding the following comments. 1. On your site plan, show existing and proposed contours (2 ft intervals) and finished floor elevation of the proposed structure. Specify the estimated yardage, both cut & fill for the land altering permit. Hauling over 50 cubic yards shall require application for a hauling permit prior to any associated activity. 2. Show roof drains and foundation drains and how they connect to the existing storm drainage system. 3. Show the location of the nearest fire hydrant. 4. Show all the utility lines that will service the new house: • water, sewer, storm drainage and power including the pipe material and size. City of Tukwila Fire Department Fire Department Review Control #D96 -0069 (511) John W. Rang Mayor Thomas P. Keefe, Fire Chief November 21, 1996 Re: Virk Properties Corporation, Inc. - 4030 South 148th Street (SFR) Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 C: City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fine Chief Page number 2 (UFC 901.4.4) 4. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes. does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 C City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 20, 1996 Mr. Joe Singh 18124 Riviera Place Southwest Seattle, Washington 98166 Dear Mr. Singh: SUBJECT: Development Permit Application Number D96 -0069 Virk Properties Corp. Inc. 4030 S 148 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 13, 1996, was reviewed at the November 19, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator File:. D96 -0069. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax 1206141313665 REDI- LETTER® TO " G� FROM: CJ6 Yom- 12 -tom `&P e- - t e0 oc-4 -101x/ 144, �a(D -ODD SUBJECT:: Pea:- G-`e a DATE. 10f9d, MESSAGE: &'LeJJi- phi, _9 -1. G0,/--c iii,/, vpleyfrcp Ocr c� tk gIo' 64,,e/e- I;`=.�- �o� / G� � 4_,;„.,_ oe a ef,, , �i '... ' > - - G,.,e, nile, ,t,ptitlf kz-,. 1 G1 t,Cc &-f--?(2 J fe-/-z-di 4-1;(4.• . _ - U# ' 4 -.e_- 2r'./-- � 3 , / -a.!/✓. 4, Le/ di &)‹i'c 4(� �" t ze30e--- (Y49(4- -7wc 1,____ /-,_,66/,,, Fe - e - - 0414 RECEIVED OIL WO U.0 Pl..tic,. roUier,(.� c42,2- j� .J CITY OF TUKWILA ` I ej--44, NOV 1 a. jsss $i-ti-e ; 'i ;dam„ {;eel 4-0 pvvicxgly PERMIT CENTER j� D .. SIGNED: �J��a - Z-- .. �4w �a �� Q�Cr -� 5� (`I Srv''U � �p �� q r�'C � � 1J REV cr 4S468/4P468 POLYPAK (50 SETS) ❑ NO REPLY NECESSARY ❑ REPLY REQUESTED - USE REVERSE SIDE CARBONLESS SPEEDISET I 0 ' AMU -.i.Ast,. .., .44.... .4:4•7:4•114,, cs.,44,.-51..e Aildt 01 a,,r-•?....— . .., \ _ _ 49/7.,r,•0•W — t....T.0 ..170 \ 10 W ‘ 72706RAPN/C *MP C, 7414?' + rvosim.)* + 1.10/e4, too 111 ,060,1040 e + + + 4. g 0.1:0:01 bo 04 fike• • 11. Aosp•• ,r.r• 'iv nu.", * 4 "\ gwvire. \ 051 „Sea rs 0/0 JeAIE 1'• 40' —4 IS 10a( SO woor.f.l* If-AV 0 Re sc. 411 co 31. * W0f1 roPt .2 /4 9z73."4. ,41I5 71 00. wro.e../.74r 40w al. WA:, Arlie J. a"' ciwaerre .1746w "dm? w 041 00 if hr 1120, AWYs' s 0 - NS/00 • • 0/4 JP 0/0 Sr J. /48 ■••••■• / f0' b--1 I RECEIVED are OF TUKWILA NOV 1 1996 PERMIT CENTER Page of : ..........�� MAP /4 4/07' 41'47. w /10. 00. 14..40' A � PARCEL 3 )P11 • 7717 Sf 114) 11 A 0 W NO ft/Fr/ /r6 Firt[ANG Ja./IL .✓67'IJ901'w O 1 1r% PARCEL / I I� rs. oo• 41.40• PARCEL 2 .4111. 0107 Jf tar /.Paw lira 1.. /S /oo 4.7.4 s /L 71113/1 /5 /10 "fig /lift Itlar 74' CNwW (/NKia. 01 "VT 04./4/. ti8 W 8 :zoo' • iO. 64747/17 ,/37'$J Of'W NO 00 • LOT / "'SP J80 /IOR .I1co.01-0 J0001707/9 4711 S. man/ Jr: g /67.00• L' i' . gr/A'NA /L rep 1F /V MVP raw•C /ot7: SCALE / ". 40' "'� S. /48 74' S T. S. Na 7.' Sr h NN 40/.400 aer•.re' 07 • w Land Surveyor's Certificate: This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of ap- propriate State statute and has been properly staked. Name: C. MICHAEL CHADWICK Date: JULY 24, 1995 Certificate No. 8393 RECEIVED CITY OF TUKWILA NOV 141996 • Short Plat Number .CENTER 3. /la 7 r V /C /NITY MAP Map on File in V Direction: t Scale: 1 " =4 0' Stamp: • Page REV. 6.07• .7S .'c Cave. M7N. /wC4JE WIT/" 0 /34. • of :,rs..�n:r�.Y„�.•.:aa�caisyXS AU6 1 41995 :7.1t1:>.vit,�E:`".' PROJECT it DEVELOPMENT CERTIFICATE OF WATER AVAILABILITY . PART A: (TO BE COMPLETED BY APPLICANT) '1. Owner Name /Address /Phone: • l�1aA'J ;' /es`e4 pe 4)7 .L _zJ • Agent or Contact Person /Name /Phone: -ti ' C_ 5r Al 6:142 .'• • 4/24 Site Address (Attach map and legal description showing hydrant location & size of main): 5 .t 2. This certificate is submitted as part of an application for: ❑ ,Residential Building Permit 0 Preliminary Plat Er Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ • Other. 3. Estimated number of service connections and meter size(s): 3 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 . psi. Source of minimum flow requirement: '❑ Fire Marshal • ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: WtAtb 9 `Bvur/Agent's Signature�..�Z %�'D'�� • Date: (Utility) (Reverse side to, a complete 6y water utility and governing jurisdiction) 05(06194 rsrurn.sv. asw. v...• e,., u.•: r:+.. r« au« mnr... r.. w: vc+ aaw.tw. evtx'+ nns.sr3 ?virti0air1*CrINi4YaTi!nh!140 M1'L+ 41, The proposed project is leca( within I �k-�V t, t fir( v1 v (City /Co�r ' 2. Improvements required to upgrade the water system to bring it into compliance with the ' utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of ,10 gpm at 20 psi residual for a duration of 2— hours at avelocity of 13. e fps as documented by the attached calculations. I hereby certify that the above information is true and correct. .4.2/141&r412-5- (),(12-9C V7 Agency /Phone By ` Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable'service cart be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. , ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) .S/44/ /Vo- -,940, T /cog. Fvrvee_. /,v S %5Z" f Xe4vh 5 J.3-o'7? c ' .t a Agency hone By. /✓nn2 Date 05/06/94 ❑2 CERTIFICATE OF SEWER AVAILABILITY ❑ CERTIFICATE OF SEWER NON- AVA1LABILITY ❑ Building Permit © Preliminary Plat or PUD GEt Short Subdivision ❑ Rezone or Other Proposed Use: [r Residential S.F. ❑ MulitFamily ❑ Commercial ❑ Other APPLICANTS NAME .,_10e1__ S r Cti 4-1 PROPERTY ADDRESS OR APPROXIMATE LOCATION Lit' �X l ° f q (ire_ S LEGAL DESCRIPTION 1.,-e c5-2 -% 19hcli-t< (Attach map & legal description if necessary) • ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION a.Ij Sewer service will be provided by side sewer connection only to an existing tY' sewer size sewer Ok) feet from the site and the sewer system has the capacity to serve the proposed use. OR 1-1 b.1 1 S _wer service will require an improvement to the sewer system of: Li (1) feet of sewer trunk or lateral to reach the site; and /or • 1 (2) the construction of a collection system on the site; and /or 11 (3) other (describe) 2. (Must be completed if 1.b above is checked) a.ljI The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b.i_...� The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.I The proposed project is within the corporate limits of the district, or has been granted Boundary Review.Board approval for extension of service outside the district or city. OR b.n Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC LFC UNIT TOTAL (Subject to change on January 1st) METRO Capacity Charge $750 billed by• METRO after connection to sewer system. b. Easement(s): Required _ Maybe Required c. Other: M. 2bL , Cn.acac'. Inn RV tic'. een,cri GA,._ I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT Man.•ger, . J. Matelich or Date • Inspec •r, Steven Fletcher 1 .,.... ..e..,.,,,..,..- .............. a,...n.,.c:.m> a ••m<....r..x..w ott,awa:ri r:VI*004.4 .•!,-, eg... 2: ,d 7'^+f 77.7=erc Ri rt t petrni'+ Coord. COP'l PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0069 PROJECT NAME VIRK PROPERTIES — CORRECTION #1 DATE 1/08/97 DEPARTMENT: B �.nIN DIVISION FIRE PREVENTION PLANNING DIVISION a P(w ea'1G� ��►a -g� nl - 1/ q/97 NA — / / ) 197 PUBLIC WORKS STRUCTURAL E PERMIT COORDINATOR P42(444-q3 tun- DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS NOT COMPLETE El DUE DATE 1/09/97 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE t APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL DUE DATE 1/23/97 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) Q DATE CORRECTION DETERMINATION: DUE DATE APPROVED El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Certi&azioa of occupancy requited. ) 4 ve•nwAr.�x^a.^ Jc�aYJYinn i', fSA- '"i.L`ti'�TM4Si;C,'VF.'.�.N3: -C �1Pt' V, F- a'?" NFY4t':.:' 7C�Y: H.'{: Y:<' Cr{! t% ic. ^,;»r. "3"SVAY/'SeiRtk31WM.!w�vw PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0069 DATE 1/08/97 PROJECT NAME VIRR PROPERTIES — CORRECTION #1 DEPARTMENT: BUILDING DIVISION gi FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS DUE DATE 1/09/97 NOT COMPLETE ❑ ' NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE H 9-97 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1/23/97 APPROVED ❑ APPROVED WI CONDITIONS C✓ NOT APPROVED (attach comments) ET REVIEWERS INITIAL DATE 1'zz.-9 7 CORRECTION DETERMINATION: DUE DATE APPROVED I 1 APPROVED W/ CONDITIONS F. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL C:ROUTE -F DATE (Cerdficadoa of occupancy required. 1 .x^v,�..r„r +y ., rr aeo+. v>.n,,..urow..wwr�:ww.,w,...•w. PLAN REVIEW / ROUTING SLIP ACTIVI'T'Y NUMBER D96 -0069 DATE 1/08/97 PROJECT NAME VIRR PROPERTIES CORRECTION #1 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION In PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL. 0 PERMIT COORDINATOR a DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Ej COMMENTS ' NOT COMPLETE DUE DATE 1/09/97 NOT APPLICABLE 0 TUES /TEURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED P3:1 ROUTED BY STAFF l__J (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ` X 512- DNIT / APPROVALS OR CORRECTIONS: (ten days) DUEDATE 1/23/97 APPROVED APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE 1 CORRECTION DETERMINATION: DUE DATE APPROVED 0 , APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS W INITIAL C:ROUTE -F DATE (Certification of occupancy required. ) J 1 1 net vr «xrr +fx cbn :'!err.; PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: D96 -0069 VIRE PROPERTIES — CORRECTION 11> DATE 1/08/97 BUILDING DIVISION PUBLIC WORKS ❑ FIRE PREVENTION ❑ STRUCTURAL ❑ PLANNING DIVISION. ■ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS NOT COMPLETE DUE DATE 1/09/97 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL /\,i L1 DATE l/qM7 t APPROVALS OR CORRECTIONS: (ten days) DUEDATE 1/23/97 APPROVED ❑ APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED EI APPROVED WI CONDITIONS ❑ REVIEWERS IMTIAL C:ROUTE -F DATE DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy requited. ) 1 .A.,...t.a.wv....;,..x. rNe..+.�.i" ✓. ,Ys.i.•..�f ). .�.. s -,>xua YH . ie. v. n. i.. m�a1t' s^ t+ 9flW". r. V. wW: nW.•{ r.. V`.. twr,.{ IiwKrt�`.} YStK` M.'l t: fl Y.: Y+ r' Y' +'RR*MY�SY•V'C'r1•^h't''!�l7'a: 1�.Y!KY "P1tiY1!N':hT'4" q.t.MMet?.XYTCµEanv } wvcr...•ruY PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0069 PROJECT NAME VIRK PROPERTIES CORRECTION #1 DATE 1/08/97 DEPARTMENT: BUILDING DIVISION t-1 FIRE PREVENTION ❑ PLANNING DMSION ❑ PUBLIC WORKS II) STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1/09/97 COMPLETE NOT COMPLETE-E% • NOT APPLICABLE ❑ COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE It NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE ) oc-T 17 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1/23/97 APPROVED ❑ APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ l l q 7 REVIEWERS INITIAL ,,/ [2/1 f TIAL � �` DATE � { 1 CORRECTION DETERMINATION: DUE DATE APPROVED l l APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INTI'IAL DATE (Certification of occupancy required. ) C:ROUTE -F ... .,. ,�.rc;r:it*;«n ZCn::r�;•' i'r :i"'t'Cie;cr<a,"r {,4_^..v" ".[ dt': :`i.'rN?;;N'i?'a*3;i�" � 4`v� �t,;;wi': i7,nayslYtiE °,:fX;, PEr nO Coor6LflbyC PLAN REVIEW / ROUTING SL ACTIVITY NUMBER D96 -0069 PROJECT NAME DEPARTMENT: VIRR PROPERTIES CORP INC DATE 11/13/96 BUILDING DIVISION FIRE PRE TIO�r P G DIVISION 0 Kir) Rper� /Ccnc/ -►► /13 /C16, PPPr• 1l c II (a Vfl - � PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 11/19/96 COMPLETE EJ NOT COMPLETE Ej NOT APPLICABLE d COMMENTS ' TUES /TSURS ROUTING: PLEASE ROUTE L J NO FURTHER REVIEW REQUIRED El . ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12/03/96 APPROVED El APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 5 ce Correc•hial . Leber marled. / ,g.- rz .qb . REVIEWERS INITIAL DATE le P Alr CORRECTION DETERMINATION: DUE DATE APPROVED • n APPROVED W/ CONDITIONS Li NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Cerrificadon of occupancy required. ) 4 1 tea: wa4.ae.nul.p.4a`!f%w.la.S.iK: . ?P.natt:+S�.: wA. xQA` M4' Y' M. x+^ m. IrtRFh' A4�M. www+.+.. ulw.l lvMM+'' EOra' M/. r+. eY�. nwrmv+ wl...... w..�....�....�.........��.�..++ PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0069 PROJECT NAME VIRE PROPERTIES CORP INC DATE 11/13/96 DEPARTMENT: BUILDING DIVISION ■ FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE JZ NOT COMPLETE 0 COMMENTS ' DUE DATE NOT APPLICABLE ❑ 11/19/96 TUES /TSURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ . ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE t APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE 1l DUE DATE 12/03/96 NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. ) C:ROUTE -F • PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0069 PROJECT NAME DIRK PROPERTIES CORP INC DATE 11/13/96 DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ COMMENTS ' NOT COMPLETE ❑ DUE DATE NOT APPLICABLE ❑ 11/19/96 TUES /TSURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL S� DATE 1l` l5No t ASV APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) 0 DUEDATE 12/03/96 REVIEWERS INITIAL ilietvi DATE / ///- I 1 �� CORRECTION DETERMNATION: DUEDATE APPROVED • n APPROVED WI CONDITIONS LI NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Ceruiica ion of occupancy required, ) C:ROUTE -F 4 • PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96-0069 PROJECT NAME VIRR PROPERTIES CORP INC DATE 11/13/96 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR El DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 14 COMMENTS • NOT COMPLETE Ej DUE DATE NOT APPLICABLE 11/19/96 TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED . ROUTED BY STAFF El (If routed by staff, make copy to master file & enterSierra.) REVIEWERS INITIAL 651 DATE ikbk • 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12/03/96 APPROVED APPROVED W/ CONDITIONS 11. NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED fl APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certificadoa of occupancy required. C:ROUTE-F 4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0069 PROJECT NAME VIRK PROPERTIES CORP INC DATE 11/13/96 DEPARTMENT: BUILDING DIVISION ❑� FIRE PREVENTION ❑ PUBLIC WORKS ill STRUCTURAL ❑ PLANNING DIVISION a PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS DUE DATE NOT APPLICABLE ❑ 11/19/96 TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL t YVDL'ej—/ DATE LI / L q itb APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ REVIEWERS S INITIAL APPROVED W/ CONDITIONS ❑. DATE DUE DATE 12/03/96 NOT APPROVED (attach comments) See- CCx n mer- 0l 167P CORRECTION DETERMINATION: APPROVED ❑ APPROVED WI CONDITIONS ❑ DUE DATE NOT APPROVED (attach comments) 0 REVIEWERS IlVITLAL DATE (Certificadoa of occupancy required, ) C:ROUTE -F sa CITY = TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431 -3670 PERMIT INTAKE CHECKLIST MISCELLANEOUS ❑ 5 sets of plans ❑ Application ❑ Checklist complete Application taken by: 6I L 1,1 Q i5a"C —o Energy checklist not needed: (Applicant signature) Permit Number: J) Q Xo OCiC Project Number: a co - c i rH Plan Review Meeting Date: 1 t "� a w q Application Complete Name:. 11hJQ- Date: ` 1-5 —C10 Date: l / - / 9" Application Incomplete ❑ Name: Date: PMTINTAK.DOC 7/29/96 SINGLE FAMILY COMMERCIAL 0 4 sets of plans ,r0 Application pChecklist complete ❑ in ❑ 5 sets of plans Application Checklist complete MISCELLANEOUS ❑ 5 sets of plans ❑ Application ❑ Checklist complete Application taken by: 6I L 1,1 Q i5a"C —o Energy checklist not needed: (Applicant signature) Permit Number: J) Q Xo OCiC Project Number: a co - c i rH Plan Review Meeting Date: 1 t "� a w q Application Complete Name:. 11hJQ- Date: ` 1-5 —C10 Date: l / - / 9" Application Incomplete ❑ Name: Date: PMTINTAK.DOC 7/29/96 • • • . .• • .• : • • ' • • . , • . • . PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD ; • •• ••■et. 1 i...-01,••••6.....• 1.....„,:..•416, ' Au , .;.,: •..,10, y„....tt 1,)% ,..;..'..+•. • '..,,,,...!:).,c.4%,;:f! .r•K_''.,:ri.' • '.,4,,,.' •• .,•114.,*k_ts f'•,' ... • ' e . V.Ir• .i, •+.t eff ‘.. . , :' ; .., i i I t•S: trA. .1' 1 k:41•7 44' .,.....p 11. - -•••••••••- •.,••• ,i.ny,-,..;...1....t..,..4,,,.., (......iv....• • .., itikitniai. - • ...,,t;5 '.A•C•4711Y.M...' 4.. .. .`i'li/CII 6 ' " 3.'•.$ . '• .. ,4 A, • :W.; 'R . . fg.;.(:—Nz ., • ' . : .4 '' ' ., 4 ',•:' ,., q." I.:. .;.' .q -;'';1 ' .. '1.14 , .. .. 41, '4' • .I' !,..:!- ,v, • "Al. 7,, , al. ., , NM.. - •s. 66' 1. i • .; svv.,...' " 1 . 4 71 ,t ' • . . • , •#*: ... J , ••4111i3;1...);%. ''' I. • ' Ai:* ' As.# •, . '..i.q... ... • • - :• ' f....tti^ , d'. ts. •,.....•:•tV4,, ,t, '6,1, ...0 • ,,..../.....,:,0 cty,,k..,1:,:!....:.,.7,..;;:, :i s., .t, . ., 4 . 0 , NI . t, , ' .. , 10.- iii. - .1., N ....4: • ". .. • • .• .....4 • .• ,o, •••A• .til' l' ' ' • 1.y.", •'' 4 eV 1 • . It, ' ' • "•-•'''l A 11.:(' 1 '..• • • • 't •••• . • • • I, • 1 SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES • . • • • . • • ■ • • . , • • , • • • • • • • • .• • • RECEIVED' • • • • • .• • . • • . , • o-ry pF.:rutom.A • • :* NOV 3.1996 • • F,'ERMIT.'9ENTEF! , • • . , . • ' • . *1100. COOPOsil• 1 f:, '3 eeFER TO ?cA) q6 -ozo2 FOR Fly DEPT. ACCESS ROAD FILE 1 undc._1='1. t.:_- Plan Nco., subb;cc? '.j . , Ord omissions c-j of plans does t authorize the violation cf -y adopted coils or Npt of contractor's copy of approved sand l 1$ I2 r,.S,1� - Permit N. 9 (G k- 00 lV i • q1P� , -• (-- 1 —.' IL, PRO Ol6ED STRU 1 kAN #1118 TUBE 1 I I i f I 1 i fL%r ! — \ / 1 _ I -I- I I I I 1 1 1 , '4- i 1 1 _ : f '' /. lj • th% 61ZL.,_:.. 5* 12e-, I PARCEL 1 \ 1 1 SEPARATE PERMIT RE IRED FOR: CHANICAL ECTRICAL UMBING GAS PIPING aTY OF TUKWILA BUILDING DIVISION • N i \N N \N N j N. ) V 'A\ 1 I 2 Ij .o c 0 U d) a 0 a0 U m m = U) 7 CD ca (1) ctS U U Q (6 � o_ c N co Cl s L 0 SITE PLAN FOR VICK PROPERTIES CORP. INC., 1 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NORTHNOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AN3 I,' ,Y J :_ A:7'7 _ . ',L PL . , F .-W F:7 LI) 0 L v �e 'i - ,k77:e6 SCALE:1 81 _1, -0h1 �� 4e- a e -��e , a_eeo � e 13aeal-td.09e r60(4‘44 G� =ova 4 J2 !J G F 42. 1,1 Col per; Zej { CITY OF TUKWILA APPROVED JAN 3 0 199 AS sort !LHLE ING 011 1)90-0(169 RECEIVED CITY OF TUKWILA PERMIT CENTER Date Drawn Plan Number 'Contractor Not - All dimensions Shall Be Checked And Verified Prior To Construction. To Reorder Plans 1- 800-845.5421 COPYRIGHT III CRANE DESIEN, INC. HESERVES ALL LEGAL RI(3HTS IC) MATERIAL ON THIS SI IEE I -- SUBJECT TO CRIMINAL PROSECUTION. LEFT ELEVATION1/8" L 1 n REAR ELEVATION 1/8 CRANE DESIGN INC. HAS TAKEN EVERY EFFORT TO INSURE _ THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. Crane Design, Inc proudly recommends these suppliers: 111101VEST1 -Arotrvvif krAiritrn&-, GmrammikrLiti. R GHT ELEVATION 1/8" eY.L ,11-01 Aki-( Roe:F Will- !kJ 14,L0' z 0 (r) 0 cr u_ ›- z 0 LLi cc 0 0 0 0 cn w wP- m a. 0 0. ce 1 1 Ataka a a a . Assatijm. a es Air .-.,:R8, liltt, .. • IN MI tfr •RirTiV•• IN — - — — — of :,.% 1 Iffillie I s U DEUSUMEMUEMUSEUSSUOUN I inErMi REIM] I :?o,! V MINENESZSZIONMENSEMINIE MIM iminum , 11 - •--- "-- ?3 1 smatassavamun mill PIrd-1 O,A4z -14- 12.62%1 tz.S. FASCIA - Ty4.L. 14' tz.s, -nzim- w co (f) &445L-E. JD V4JT CITY OF ERMA APPROVED 0 z 0 1- 0 cc er RECEIVED MY OF TUKWILA JAN 3 0 1997 AS NOTED BUILDING DIVT1TON 1,410 DM-ID - TYPICAL- HOUSE NUMBER OR ADDRESS TO 13E POSTED AND PLAINLY VISIBLE FROM STREET ,FRONTING STRUCTURE *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. FRONT ELEVATION 1/4" for to check and verify slope conditions prior truction. CRANE DESIGN sh 1be notified of any chang*due to conditions on siee. (T. rov 131:995 PERMIT CENTER SEISMIC ZONE: 3 WIND &PEED: mo., WIND EXF'OSUFRE: OCCUFANCY: 3/U1 S:4;r:Er BUILDER SIIALL PROVIDE THREE MONTH ETCHED TRACK RADON MONITOR WITH INSTALLATION INSTRUCTIONS AND RADON INFORMATION SHEETS 011186 E- e 0 MATERIAL ON Ti- tS SHEET — SUBJECT TO C (7,-- c) C01 c a k cl_6e,-e!-Frzoircr tom,. �'°u _ ' f R t: -'rS,. sir;.'° t!L...s•r'v'..i• C 'L= -= 0.11- . `> s r- t b-r I tai( frtt„ nsrQ21.14.12LIA - egr. t Ic S, cA:.- :-r=la a ;-( l r- •tr rte) L L fit= - r°'rte r GENERAL NOTES ^Alt headers to be: 6x:i° 12 DE or extia l OF (2 a studwaits) Unless el:mesra noted. °AA exterior & gar warm, alls to he 2x0 mods. •Conti c?or shall check. and verity an dimensions nor t:O corstnr?laa, ^L,t./tors & downspouts to be provided as required by code. •Doubts plst under all parefleling wais (•d over 5' -0' Or 5"-Cr that do not stack over walls below or' spe;lal beams) and nail lagetfer with 1 Cd•atlr o.c. slag.' goring between members,'. Al bolt mu:/ extend 314! min- above dble. or single mtdsirs for washefs and nuts. • UiJttl 1.ss‘, ', /i- .j.°i R .. L W - -G ice{ ;;to - �l • >0 /awl so 41 ill P5,4„ xo CF E FAMILY /1'i- -:A.-r4\ - - _ \ RGE- I I� ST�L L t r'll; i IG l rj.VC 3 -J 5°e, z 0 F— 0 w r) 0 cc a >- z 0 2 w a tz 0 DINING _q-z v MOM 4i7— O Zcv.3, , C'- t -- t. om d T y t ..lt`.N 2 ill il(2) (te> LIVING FAME! GARAGE CITY OF TUKWILA APPROVED JAN 3 0 1997 AS NOTED BUILDING DIVISION ico °7° Ole o. Location Minimum at .25 w.g Kitchen tan 100 CFM Bathroom tan( Z ) 50 CFM Laundry tan 50 CFM Whole house tan' (choose one) 0 O 50 CFM (1 -2 bedrms) 80 CFM (3 bedrms) • 100 CFM (4 bedrms) ;100 cfm whole house fan with 24 lhour timer switch, hot wire and undercut door for air passage. AIZE S\ : IS -O I CDC O�� S O 20 -o" tY4Qy-cxX79 °CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 40 99 MAIN FLOOR PLAN 1/4" RECEIVED CITY OF TUKWILA :" •131E3 3 PERMIT CENTER Cr)PYR(GHT© CRANE DESIGN, I NC. RESERVES ALL LEGAL RIGHTS TO MATERIAL O TH!S SUBJECT TO CRIMINAL pnosEcurnoN. 302-41— P- -z - t: 4c hr —I tz4 TER BEDR 0 E-77 ;Z. ,'K• . e 0-2 -o 0 0 cr) til f I 4I , S' S (Pt-a" I I L 1 Ye, Az t2,oLiuo 1 ANec _4,11 51-o eg oft -0 „ 4'1 ioLd 1 co • thensior)s Shell Be Checked And Verified Prior To CooStrtiCtiOn J I UPPER FLOOR PLAN 1/4” tit GENERAL NOTES headers to be: 64• 12 DF or 6x5" 11 DF (2x6 studwalls) Unless otherwise noted. -AB exterbr & gaielje warm walls to be 2x8 studs. •Contractor shall check and verify all dimensions prior to construction. •Sutler.& dow9spouts. to be provided as required by axle. • • •DoutAa.mst under all parellotk;g walls (if Over 5'-at or.6-0" Mal do nck-stick over-walls below or:special • beams) andnaittogether witi-r;l8d•ati2*o.c. stag- *" goring between members:- • •AII bolts Rata exterA 3/4! min:above this: ur single , modals for washers and • u. 0 CITY OF TUKWILA APPROVED JAN 3 0 1997 AS tOTED SMOKE DETECTOR SMOKE DETECTORS TO RE tHstA Lieu IN ALL HABITABLE ROOMS. A LoN0 AV1TH DETECTORS CENTRALLY LOCAtED Ot4 ALL FLOORS. HOT WIRED & iNTtRCOMNECtED RECEIVED CITY OF TUKWILA NOV 1 31996 PERMIT __ DF or 6x6' :fit DF (NS studwalis) Unless othwise noted. -Aft are warm watts to be 2x6 studs. •Contractor shall check and verify aft dimensions prior to construction. •Gtttters ? downspouts to be provided as required by code. . .Double joist under all paralleling waits (H over 5i -I)' or 5-0' that do not stack over walls" bek t or spec cal beans)" and nail Together welled-at-12- o.c. stag- gering between members.: - .A160411; must extend Ng above dbla. Cr S1ngle , mu,lsills for washers and nuts. L J rrY L 0 rh 0 Z. 0 1 I i f e,o_ n k .1, i & \r '* ie +i7 2-At;7 (to) 16-kV 1— r- L I L J ‹. 2 014-19z2 cc a. cc 1Cp= ,3Ii a.ri 2,d-0d FOUfDT1+ CITY OF TUI(WILA APPROVED JAN 3 0 1997 AS NOTED BUILDING DIVISION RECEIVED CITY 'OF TUKWILA , n 31S TS I� „ 1�� s PERMIT CENTER 14 1 /4' DRWN: COPYPI HT© cked Ana yetifikt Prior To Co tan :. DESIGN i c. .$ESEAiVES ALL LEGAL F GHTC TO MATERIAL ON THIS SHEET - TO CRIMINAL PROSECUTION f }. r rJ't r '_ .*7s i ii`i:- I !E�`7 e CIt1 L• i 11.14 R , f- -7 -3 ! � I i i It I i t 1' i I II tl ?3.1 J 1C1L_-1 47 rrz r? -1(A (2) 169, -1 — c +il"i L E/ rnt�I FLOOR FRAMING PLAN 1/4" GENERAL NOTES • A:1 headers to be: 6x8' 12 DE or 6x6' #1 DE (2x6 stt'dwaia) Unless otherwise noted. •All exterior & garage warm walls to be 2x6 studs. • Contrado` shall check and verify all dimensions prior to corist.nx tton. - Gutters & downspouts to be provkled as required by code. •Double)olst under all parelleling walls (11 over 5' -0" or 6-0" that do not stack over walls below or. special beams) and nail together with;1 edat12' o.c. stag- gering between members:..:. •AA bolts must extend 3/4"- min .-above die. or single , muds /ts for washers and nuts. ' 0 Imo} co .0 cc • a •- O —J w LL Cr O J 0 O F- 0 w N w m z rn rn z t— u. 0 z 0 0 0 0 CC a. w rY CITY OF TUKWILA APPROVED JAN 3 0 1997 AS NOTED BUILDING DMVISIMl RECEIVED CITY OF TUKWILA �m 3 1;E' 6 PERMIT CENTER COPYRIGHT© °CONTRACTOR NOTE - Ail Dimensions Shall 8e Checked And Verified Prior To Construction. P$ut4Dko 4042 CRANE DESIGN, INC. VES ALL LEGA 2x),:i v 25 14/ & 4�DUG. 60ri41-1- TYrI &L Krel,'Mtl3SE -S024f O. G • W� i.c'ri t tr I4T. HTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUT : -0 - It It, ?/ 'Trusses shall be designed by a Washington State licensed structural engineer, Taus design shall be submlited which bears the stamp of the same. Trusses shall be manufactured in a plant meeting the requirements of UBC section 306(g). Each trx:s; Shalt bear the quality control stamp, as weir as manutacauring plant name and address, design loading and maximum spacing. TRUSS NOTES: ALL TRUSSES Shall carry manui, stamp & be i ^stalled & bracod to manui. specs, WIll not be field altered without prlor BLDG. DEPT, approval of engineering carts. Shall have design detalls R drawings on site for field Inspection, All beams & headers to be 6 x 8 U.N.O. Provide screened blocking over supports. Shaded areas a frame over. MFG•I U'SE 0 `2,+ ,pi!../LP, -#2S - 24- o. c- O D jJ n 0 S 1 Z 0 1 0 MP V "t�US `O.G. I /NFL 2 x i 12.A.t= Ti✓4 6 2.6,1 OG, (VAULTED) U 0 U W kJ /NFL.. m J –MFeo. I � n UPS I2 • a ,. lDIS?5 - 4 ac, -TYP I2a�F +-I -TYP e- I p-rT -1 S — 'CONTRACTOR NOTE — I�ZII O.i-I, - tYf�G?.L — r v 1 - r 1 rr'ic�r vr_� CITY OF TUKWILA APPROVED JAN 3 0 1997 AS ti iED BUILDING DIVISION ROOF FRAMING PLAN 1/4" RECEIVED CITY OF TUKWILA PERMIT CENTER SHEET 6 X PLAN NUMBER COPYRIGHT© 011186 ATTIC VENTILATION CALCULATIONS ATnc AREA ATTIC AREA DESCRIPTION VENTILAT)ON REQUIRED WEN-MAT-ION PROVIDED �= TOTAL t lips Tr�i mix w�f�=' J� �= �15e, (o0 �i e k 1 "..F...,6 fr A*`r E x47 0`,..f/a4 , , I -EAVE VENTING TO PROVIDE 4.7412 PER LINEAL FOOT (PLF) -RLDGE VENT TO PROVIDE 18in2 PER LINEAL FOOT -ROOF JACKS TO PROVIDE 64in2 EACH MIN. 24" =450in2 -ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING in2 (MIN.): - 12 "�113in2 — r v 1 - r 1 rr'ic�r vr_� CITY OF TUKWILA APPROVED JAN 3 0 1997 AS ti iED BUILDING DIVISION ROOF FRAMING PLAN 1/4" RECEIVED CITY OF TUKWILA PERMIT CENTER SHEET 6 X PLAN NUMBER COPYRIGHT© 011186 1 ' Y'LJV 1_ 4 4E-T :_ i eRikee MOW INC. ReSERVIE ALL tilt. Mtn VIRAL ON D 1i11 Ert - SUBJECT TO 04160444,PRORICUM41. u6'A.TTcL 16d • t2' C.C. Imd • 6' Or. MAX id • OC. EACH 4' P. Of t TILE illEt >V f 1AVEL GRADE RIM JOIST //:3/4' T IG PL r i9 Q.5 5. //- 02-19 BATT S' ////./ / ,--FLOOR JO ST PER PLAN 1/2'DIA.x tm'AJS.•4' MAX. OC. 4 WITHIN 12' OF LCOFIN R, i' ?1*4 EMBEDMENT IF STEM 4 FIG. NOT MONOLITHIC USE '4 DsA CSrERTJ REAR • I[10 OC. axe" rain O MIL, vISCUEEN (te Ayr r,) vA!•OII! BARRIER t2` 1t„ kAR BEAM TO EARN ab' CLkAR BOTTOM of JOIST 7o EARTH 2 - '4 CON T . REBAR °4 CgNT. REDAR • Ito O.G. CvERT.i 2x6 611.DS • 16' OC. 16d•44'CC. led•4'OC. - RIM JOIST /-` 3/4° T8156 SWT. OTtt 0.525. R -19 1N5. FLOG1@ FIST r 'ER PLAN Ed @ 4' QC. MAx. WHERE BRICK - vEN. - '°ROvIDE 4' LIP 6' UNDER JOIST GRADE 5 /6'DIA. x10' AB. •4' MAX. O.G. 4 t1A114N 12' O' CORNER. UNO 2x6'isPT. MUpEILL MIL. vI EN (BLAc.k-) vAJ•OR SMItikit Ti-. P ONE STORY FOUNDATION() 2 - "4 CONT. RQE°BAR TYP. TWO STORY FOUNDATION O 14Nlb .i 1,-, 1.1 iL4. IJt.D I-!r/T a T mom. 114A4.i 3fi¢1 o Ttas; Ui i1? - # : I4aYE to 42 , it 9�r � CBT1.1 E 1 UtI.L it.- fir. ar. t P PrIzT10-1 OP NM4DE*4L, 511DUt.o Nat t Ltd me aR� Mt 2' IRJ Ct?,ig - - .„-.4. . ..,- ,...,...J - BEcr -111.1 l otav . 1 gn. P MI IATL N ►JE WWC,L. orb fe. E.1 i' TP 11.IA - Ec01� 1 ' PiR . 15L.064C11.140 I. mo InE. FOILS C/t.Gt.40-16. 4 co11c 4-W R. B114+11a.E. 6. /kr ii4 . 1 1< Evn-a -i s NE. R UI-i 4 1 SNIn ,44.4:346- �. ILi LI1JC. WITH P 11-1 12110 OF 'vrx.iettj IP THL i•4ALt U11tx 1141E v-A400., R5 FLOOR LINE UlJP tJi11CD. HANDRAIL - OR RAILING STAIR SECTI P-OOR JOIST DBL. JOIST LEDGER D%- coE9 Ai11i *soled Poor To E '0 L -- 2x4 STUDS • 4r' Q.C. - 2x4' P T. PAJCeoLL .4• -ID ' Q. vtrJ.-1" r;t,i1 j J T4.I t i .4�., ; -_ 4' CONC. SLAB OviER 4' AAA t! `I L 4!/ ii'x19- U211 x W'4•'- kikLM. la 'S�a 3' 44 vET 4' ALT 14ct;ices e2) }4 coal mr.25,44& DOOR FRONTS tVIT1 -I NOT LESS T1.aA4 (2) 5/6 x Ir' AB. P'LATES • SHEAR WALL OVER 2• JOVE TYP. GARAGE FOUNDAtIONO ATTIC INSULATION R -36 ELEC. RESIST. R-30 GAS CT14E!'t`1AX INSUL. 111/ EQJty. R -vALUE TO BE WED M ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT.) 1/2' GU :'Tr..) MIgg. '241/22' TF `r Uk,Ett- i.I'TME1.lT, U44.61 - CsLUE 4 NAILING C imp • 6' O.C. EDGES 4 BLOCKING. ND' 0.C. FIELD - TYPJ ID. 32116 R -19 BATT IN& tit/ y!3'. 16 FLOOR JOIST PER PLAN TYP. WALL BECtIONO ATTIC VENTILAT'ON IMym OR 11300 Cf SPACE - SEE PLANS roR ROOFNG CONST. SEE FRAMING PLAt.J 4 v YifJN , L/ MI4J. ' JJJ' FERP 1 1 -wl-t a F3Z M . LT oa t � PANE-L. � -r mi6 � R i W s? 4/;: ' aea2 - T tc'-L U o I ^1 a1R <•,1TEJO -i114 is APOAe. 0-ISUL T�AI. ff ,KR , lJ/PC44t�{ i -Is i o t.i/ i x W B. 1 1.1 141-1 4-1 ,LAB, ,-I4 Pt-F 1G4h'.4rL AL � , kV. () - CGi rf11iL16U5 TYP. BASEMENT SLAB() STEM WALL GRADE 5rim ti N2.4 NUR4zlu►��IE re* e 2-0' O.L. 471e- N t e "¢ O O.G. -T`rr LJj O Ix cow 61.40 06 W/ ' e& - TYJG 1J4,44L_ 14/ (V) CJ 4 CA. L•►$7 TV TRtly� OR R4PT1a12 TYj? } rq rr t - t�4EAT1 -Itl� N1+1UJt L+ U °OL MAGI. NO RS. CEDAR FASCIA tti/ CONT. MTL. GUTTER DBL. TOP PLATE 1..110DOtJ - PBX I.L AJ4 EXT. WARM WALLS - 2x6 STNS • 16" OC. OvEft R -19 BATT INS. IU/ vAPORS BARRIER kl� Ma IA/ IJAaU1Jlo CX41DID -i L DUILA44416 r&ft* at FP,a;7 TGW `C+t�.{ki foot iii C I:L'<LL° N- A1UIIJ&,- TYPItt'J_. AU EXTE4c0tz WAu , !ix hor'r t P L. .TLR zx i2II -1 -10151- 2 ¢'L:-. 51• r1 Fog TYPIC"i-- I"ou1Jc$T1oE1 NOT L 44 L- Eel . IQi I i� p��'�,�5 Eg X21. IM �. 111.142 riet"-Ult-THest 2. NTERROR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING 4 GARAGE SEPARATION 2x6" P.T. MUDSILL UV 5/6° DIA. x Im' AB. i 4' -1D° OC. (12;44 coal! Pit,ra IkL4 THERMAL BREAK 4" CoNC. ALAS ovine W�3.IxWrII W.W.e�i1Lb -4R -10 RIGID INS. 6 PERIMETERt +Y4 vtUrr S 111 o.. I{/ iLT 11440R05 '4 CONT. REBAR 77P. BASEMENT SLAB 1' 1 e ga. rg I t �ro1.1 OR II -IBUL, W ter R . 16Mi,API. 01- ! 2x1' CLEAT CEA R11C11t1 OR AIMPSOd hit TIN P C ;AC TYPE) p�2c� . it+ . x+>' ►=T" PIO Orx. Pe. GRADE CONC. OPIER -PER PLAN eo MIL vISQUEEN TYP. POST 4 SEAM DEtAILO RECEIVED CITY OF TUKWILA PERMIT CENTER corona-ire ��r ✓- .�=1e -- _ S LE E NAILED LW 16. S. CC - TAt • RI RIB PER aci e -`•' c.c. • :_e rLA' . !oIST 7.0P F.i,A ,_ DML 'Of= PLATES 2xix, STUD .JALL OAT' INSULATION (TYP.) Sib'x10Az. •36'O.G. —2xe PT. D.F. r'eU'ILL —ad a S' Off. 414 ' -r e 1'1 a-- N L3:1K.3,. se.; pURIEE.0 41.LL L1/ f2- 19 114�U �T1Gi.� iv`r"" i S ete r '±si TT,.1L .1 n !` . ___ e�-- -f • ' e, aj I . �1 t F ` `�L_, �t1 1 ¢ r-..Ai�i . t 11112--=-1111E , r._o...4-1 luct.1. a ttrnUdr W.W.hi. o!-J .4" 6.1e,..o.,t..L ¢ILl.. THERMAL. MREAK. R -Ii?? RIGID INSULATION -- 2 - •4 DIA. CONT. 31 j - 34 IN NOTE: 71L. eAcgrILL G?! F ,!OFD (MAY VARY - Tor p �. LEE PLANS) U!. t•I01..: ��t Iro!1lr�z rizovioto @POUNI:DATION i / ETAI dING WALL nr to 4•-r UMW w► POW ) GoWT -MUok N oR 6 (123 s° 1DI #T reg k..WdMW ��,p & 1Jt L00 .b2 r- ...4E4TI1.71I f'a pL*4J Fox g!z� (2) 2x6 as- 2x$ STUDS • lib' O.C. - TYPICAL.. d GNP.' h1NtMUM yiti.. rAre-0 .&46434i ao-ex pIM 0A1,00 ETAIL 'A' •2010/1441 11011 -M DIm nlion. *h1l r11 O Ic Md AAd WOW sd Prior To Construction. W IUd t: at 12' ON- BEARING 64-4EAR WALL PTG. SAS' DIA. x IC' A8. • 416' O.C. - 3 STORY (WHERE PLYWOOD USE b /ir DIA, x tom' 6OLT • $2' O.C. UL 2x4 P.T. MUDSILL) STUDS • 16. O.G. • 3 STORY. / 2x4.1 /25T10Rr 4' CONC. SLAM OVERT' i! — CGRAVEL FILL t1/0.4/ 442.1 xtJ2 -! t!iJ1'4 -1 (d MIL. VISOUEEN ItV t' SAND oven • Livtn3 AREAS 2 - '4 DIA. 3° UP 4 2OR3 °DOWN J rreaioa aEAairG WALL ON sae TOP ,� F - - -• !-bC ..L A-4.-, r1 e _�+ jl_L ='r i r•t.kl �. TAI 9; I \ 601' I.-1 tr.I,MUff !. UI�1 - 4•F?'G%C vENEE!tR 'i >A Awia''A.W L T1Ffs c' ; c26. J,�! iLTEJT.}IATg k SOLID GROUTED CORE — d'xb•x2' ERICK Gay.. WILE T1E4 11.1 R'eo - lOIIlr 1 AGG u- ICCIT. Mt' i I DIFe rl -412" TL..I.. L.=. T Rt&T a l 0 I t motztssa �N I ll< V J & - (/so' 't JzY e I O.G. ®TY. BRICK COLUMN AT ENTRY WOOD STUD FRAME WALL MEAT- ING AIR SPACE (2S) Old - CORROSIVE METAL WALL TIES �f °ar.F.D J 4* h4Oi saKc Y At4G13 . ' J 1 -TV rC. f4• WOOD JOIST ---, SYSTEM GRAWL SPACE oR !BASEMENT a' OM '3Et. PL �.tJQ+ SEAL WITH TRIM OR CAULK 7-- FLASHING CITY OF TUKWILA APPROVED JAN 3 0 1997 AS NOTED 3 /•' DI A WEEP HOLES 2' (1319) O,C. r1'-r- 111' BUILDING DlVh3tf7N :3 fH -1tHUM RECEIVED CITY OF TUKWILA F.3'i 13 is 3 SrM11JIMlJM PERMIT CENTER b" -SEE- iiivai111uiaiait :i 1 OWE DEEM. C. RESERVES GENERAL NOTES: TNl r1WlEET INALIECT TO OPAAWAL L CATWAL SPA= vim, T ILAT'ON, m4-44 111 NET AREA 1 6G FT. FOR E/1C44 60 SQ. FT. OF ROOM AREA 01.11 R4INGS TO MIE AS CLOSE TO CONNIEt AA R AGTIC �L »D ALL enov$ a vENttLATIOht al AT TfaJd OPPOSITE SIDES. IJ>PJC !SEC. E!,fl .'1 T. CRAWL SPACE, It4oSS1'EUCTED AC,CISS. M?L 41'x14'. 91EM 2S1 -1 2. ATTIC vENTILATIDN, v1543 OF ,ATt1C AREA OR !/300 ;F !/2 t6 N 8CM!T AND 14 !S 3 4.eto E PIA E LSE. LiBC SEC. ARNO.'4B 4. ATTIC AGCiS$ MAN. 2'x30' MTN MIN 30• NT!ADRO(xl. LP1OE1ST UCTL'•D, READILY AC:E IISLE Mc. t• 1 UPLC. 3. IN ROOMS NOT PRWOvIDttt? 4.4TH AN OPERABLE &ANDOW OF 1.$ soPT. OFc GREATER, A MECHANICAL NiCAL ve 1- LATION SYSTEM, CAPABLE OP PIK VIDING 5 AIR CHANGES pER :HOUR. SHALL ma PROVIDED. OgC I'jFr>�uec. b. YENt DR'I'ER BATH FAN& AND RA► "4AEOJvENS TO THE OUTSIDE. 1. GARAGE AND INCUBI OCCUPANCY SEPARATION MIN i HR TAPED AND FNIO ED. SECTION. 1.02. A(b) AK3 TABLE'S -te LOC. GARAGE AND BASEMENT' &'PORTS To BE i RR /$/8' TYRE 'x' OR EQUAL CIO. B). S. TILE i IR SAlo ER SMALL bE 6' ABOVE FN1614 FLOOR W1TN WATER RESISTANT BACKING. E044E86 IN EVERY SLEEPING ROOM! SHALL NAYS A MR•IIPM -t NET CLEAR OPENING OF 3.1 SQ. FT. TIE MIL NET CLEAR OPIUM I4EICIAAt DIMENSION SHALL BE 24' MIN, NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MOSE THAN 44' ABOVE FLOOR SE. FIREPLACE CODE COMPL ANCE PER UGC, CHAPTER SI- 13;04D LOCAL BUILDING DEPT. ALSO *SEAR AS PER SIG. 4IRS# It 44FARR161 EXTEN&IONE - 1.*4t4 SHALL EXTEND AT LEAST tb' FRAM THE FRONT OF, AND AT LEAST i' SIEYOND, t-sLCH Alts! *= Nit OPENING J EiME TWE FIREPLACE OPENNG 1$ 6 O(:Z FT. oil LAnsert, 'NI NIMIN Is $44ALJ- EXTEND Al L!A!T 20' IN FRRONT 01, AND AT Limo- tr. iISET Q1+C/, gAcm 21,Ok OP M OPENING. CONC. OR MASONRY MUST Nat LIE itii.PoOrto oN taboo loot. 12. APPLICATION AND INSTALLATION OF iSULATION AND vAi°OR 3E** SHALL COMPLY UTI4 TINE P RAOTAtE OF WA6141140LON ENERGY CODE 13. SLUING IN COM!°LIA ce W314 22c..2.4202•, .Utec BTt ARD PK). _ QED EASAINGTON STATE 22PeTY e2,LA$6 LAW EXCtEP tICSN$ AIR1E AD cutup /ED IN SIC. , 1St. t4. S .A,ZFRa IN LOCATION 64116IGt to :U-!AN 'Act SUC44 AS GLASS ON DOOMS, GLAZING WUItWN I. ON *tTt*R SIDv OF A b N MNttl, SLAMS CLOSE)! ti4424 ti' to A FLOOR SHOWER DOORS, AID TIM ENCLOSUREi 844U. IRJi It1YIU5k-I . , TEMPERED GLASS, LAMINATED SAP Err GLOM 021,214ATtER RESISTANT PLASTIC, GIs, t:1. s P- 4111,.r.ca•0 ar44 s Fb,N fa,(udllts. 5. SLIDING GLA66 DOO1161 TO BE $Grew eiLAZINC3. LAMINATED. OR TEMPERED !,LASS. IA. SHOWIER ENCLOSURES WALL. BE APPRoNED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLM6 OR ,.34411 t* RESISTANT PLASTIC. SEC. ?-d 1.22c. 11. GI.ALttYi WITHIN IS' OF R.00R AND GREATER THAN N LEAST DIMENSION 5NALL CO-PLY WITH ii -)*•ACT LOADS. SEE PLANS. SEC. 24Gt2►AND UBG STANDARD/AA (Re D ALSO • PUBLIC STAINS). iS. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY LATH THE Esq. WASHINGTON STATE ENEMY COOS. F•y TREATED WOOD / uNATIER PER LING SEC. • 2181-1 . IBC STANDARD 2.14-1 20. THIS OFFICE A66U"ES NO RESPONSIBILITY A$ To THE PHYSICAL CNARAGTERI$TICS OF THE SOIL, NOR DO,E$ twit OFFICE VERIFY TWENIiCCURACT OF THE ENGINEERING DATA SUPPLIED BY OTHERS. Y•'NRiS BOIL APPEARS TO BE OP 1000 GLIALirr, A SOIL ENt9. REPORT SHOULD BE SUPPLIED By C1J . GRIRJINIE DESIGN 140* tAiI N EVERT EFFORT TO ENSURE TWE ACCURACY CF THE ATl o DRAWNGO, HoILev RE It IS TIRE RESPONSIBILITY OF THE CONTiRACTOR TO CHECK ANC YERIPT ALL DIMENSIONS. 21. THE A'tiACHED PLANS ARE THE IxROPERrr Or CRANE DESIGN, INC. ANY REPRODUCTION OR THESE PLANS WILL VIOLATE COPT•RIEiUT LAWS. THE HOLDER OP THESE (GRAIL/Nab MUST PAY A FEE FOR TWE UIEE OF TWE MATERIAL T1 -aEiON OR se SIJBJECt TO LEGAL ACTION BY CRANE DESIGN INC. ENERGY NOTES: ENERGY PbTES PER ESEIA6HN3TON STATE ENERGY CODE: PROVIDE AND MINI-U1 ADDLED INSULATION LEvEL OF R -30 =UWE 4E114 ELECTRIC RESISTANCE IEAt R -30 CEILINGS WITH 6A6 FEAT R -30 VAULTED CEILINGS R -I's WALLA R -MJ MOORS OVER UNNEATEC SPACE,. PR-I0 AT SLAB PERIMETER NBTAL-LED HORIZONTALLY 24 LINDER SLAB, WHEN CONCRETE FLOORS ARIL WITHIN OF (TRADE ALL GLAZING *HALL 21 DtLA&. GLAZING AND 6S. FT. OF GLAZING SHALL NOT EXCEED 2!% OF GROSS PR_OOR AREA PcR GAS 4 NEAT Fw2 - 5: Fop. ELECTRIC RESISTANCE. ALL OPENING$ AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR UEATWEFeeimpR•ED AT LIMIT AN LEAKAGE. AN Al' ROvtO YA'OR *A1122RR SHALL BE PROPERLY INSTALLED IN ROOF, N ENCLOSED RAFTER 61 ACIEB PI214 -* WEMMi CIiLNG6 ARE APPLIED DIREC?LT TO THE UNDERmIDE OF ROCK R.o'tiR*, ALSO 1.111b022202k WALLS. INSTALLED r MIL VISQUIEN GROUND COVER LAPPED I' -O' AT JOINTS AND EXTENDED UP TO MOUNDATION WALL (FEQUIRED AT ALL CRAWL MACE$). i4vAC S4 ERENT SHALL, BE SIZED NO N2iRIATIR THAN Tttm 01' orsioN LOAD AND A MW4 MIJI RATED OUTPUT OP 1*R. 1341ERI1CletAT$ CoRIROLLINS NEAT SUP••PLY 10 MORN THAN ONE ROC)* St -TALL HAVE A HI12A4T SITESACK. piparLiOotO SHALL a PR7v1DID IITH, A tIONTLT F1TtNO M.UiL iI2120iLT ACCESIed.tt d* Auto CC)NtROL2 . blk f *WALL WAVE A PLOW COMMIX DRYIDE 10 LMit PLOW TO A MAX OP 3 GPM PER SHOWER 14111445. atAtERS ARE PlEC'EJJ D T�p7 LABELED AS COMPLYING W/ NAECA 12*1 ELECTRIC WATER LCCAIID IN t11+WEAtED 11M'A $ICI► AA GARAGES TO BE N$1ALLED ON AN A6IeLE INS4LATIG 4 01,46 P1t 4i. WOtl -AN blmerroic t iregifi Si :6 h+d VIrit•d Prior To con lru lsn. STRUCTURAL NOTES: I DESIGN LOADS A ROOF L!vE LOAD 23 PSF (TOTAL LOAD 31 Pee Pit/TILE 45 PSF) B. FLOOR Live LOAD 40 Per (TOTAL LOAD 50 PSF) C. $E16M;C Zama i, v•214W D. WAIN LOAD 22 PSF E. SOIL II<EA•IN6 CA•ACL^ 2f:+0Cf PR•t A u-Tr, SC,L REPORT PEGS Arr, 0.. eT!C*'.tp =E SOIL. A 2. 1.0. -110 AT I0,5 .4,224.2-2.0 MAN S0!L PARR"° CAPACITY 20 FEW I, CIST iRSED CL,T_ a 1•0Ult FOUNDATIONS ONLY ON UNDISTURBED BOIL (v!R¢Y) C. UNDER FLOOR SLANGS COMPACT FILL T6 *BS 1R to 3. CONCRRETE A F CR.NDATIQNB AND FOR SLAB =NOWT* $1.4414. ee EQUAL TO (2300 PSI). MA3c,TJ1 WATER! TO CEMENT RAT10, ! -U2 $AOKS OF CEi-EtNT PItR CU Esc YARD CP: CONCRETE AND 41-3/4 GALLOP* WATER lint 914 Le. SACK OF CIt"DNt- 2300 PSI ASEIMED GOMP1lESIvE StTile 11I4 AT 2$ DAB'?\. A saw MN/Ott YD. d. ?11Mff -1 CovERAGE or $TEFL, 3' BOTTOM. 2' SIDES. 1 -I/2' WALLS. FOR SOIL. SEE CODE W 42211 SOIL NO mROt9LEM. G. Cas4v4r 44.1r Fullo R•HissuRE, n14. SS* rte, AJ5.1c, Foot 4. REIFPORCIRS STEEL A ALL REINP KCMG STEEL BNALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - ARAM ASS -12 GRADE 40. NEW, W, CLEAN AND T=REE OF DIRT. B. SPLICES. WHERE LOCATED AND APPROVED 514.4LL BE A MINIMUM cF R NCIES (2300 P51) oPIE 30 BAR DIAMETER (CONC. • 2000 PSI 40 DIA.) C. ALL REItNROR:I•Y5 SHALL en TItd4TLY TIED ANo SUPPORTED DURING CoNSTR•)CTION. D. WELDED WARE MESH SHALL ISE AST)* -AID. 5. WOOD A. PER tJDC. Goa 11.9: s+$ JOi8TS AND IRAOTERE 2' NOMINAL -P NO34CD, PIS -150 PEP FOR REPETITIVE USE. USE DF. •2 P SPAN QvtE1! il' Wr3xt2' • 5' O.C. see ROOFING PLAN. C. BIPAM$, i4EADEPRIS AND LINTELS, 4. NOMINAL, DP NO. 2, PE- S PSI - OR 14F NO. 2. PGs • t' ' PSI , i 1.10.1.4s= l a toi&NLIF 4o. I . FIE. 6• NOr1NAL, DP Not Po -t330 P6L OR 1060 PSI P HER,GFIJ0.2. FS =f'li•3pjl , 'IF Ur... 2 . may-LoiC,or, 6. • 81-L ,e 2.4 OR 2•6 I$(114444R1 GRADE.) Po-1300 PSI FOR REPETItive USE. FOR 3 STORY pLDG TEE 2.6 or 3X4 r Is' OC, .2 op. E. GLU - LAM DAMS 20F (R#g -2110 PSI) OR 24$ (PO-2400 f•21)1125C STANDARD - 40 • t4- E•$1+14d J$t�-Y Y3 ��R CYt Y GRADE WESTERN $PIGffiSJ. Pb•2400 PST, Fv•133 OR i65 PWITH EXtEpttloR GLUE OitR IF SHEAR TYPE !semis (AUOftt SPAN 14E AYY LOAD) NAY UBI 21014-v3 OR EQUAL Pb42006 PSI. P'•I65 PSI. F. SEE PLAN FOR PLYWOOD. APA RATED '?1- RAINING. !?L0 E0 AT ALL EDGEs. NAILING - lC COT-!MOW tom GALY4YIa0) $ox NAILS c 4° O.C. AT SHEATHS.* PANEL EDGE*, • 6' Or, AT INTER. PNArifNo PierieLms INTERIOR SOT -,j4 PLATE NAILINt4 - (2) 164 6 4' OG, neramoR F'I SILL. - 6/$' DIA AB. • 2•-•• OG. (MR.L TWO AB. PER WALL PA1.EL) ALLOWABLE $HE•R J.4TH MANN* DP. - 400 PLF ALLOUAGLE ISNEAR WIT14 FIAT NR5 HF - 3 11 P;.!'. 7 Ir]' GAUL (Est -+ 81 DE) C-/ER 2x STUDS • !s' 0G. r E N1A!LN2G - Scs COOLER !NAILS • 4' O.C. T'TP. ALL IPI1!@I0R@ 8C:$E r1.-AT! NAILINCA - RISC o 6' OG. ALL(1J4. L2' 3:irAR - 2S0 PLO V2' GIA3 (EAC,4 SIDE) OvtR 23.5 STUDS * CLOCK. ALL 61-.EATI4I?4 EDGE.. NAILING - Sd C00LgR AILS • 4' 0L. 1Y INTERIOR SOLE PLATE NAP,.M - (2) 16d • 6' OL. ALLOWABLE 81- 1EAR* - 300 PLO. ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2x F?4r114.4G SPACED NO Nome T34 18' O.C. 2 APA LATHING 16 APPLIED ON PSOTN FACES OF A WAL L AND NAIL SPACING IS LESS THAN 8' C.C. CN EITHER SIDE, PANEL JOINTS $HALL DE OFFSET TO FALL ON DIFFERENT R!AmNG M ER . 0R FRAMING S►NALL BE 3r. NOMINAL AND NAILS ON EACH SIDE SINALL BE ST/G.-PRIED 3. ALL Si-EAR WALLS SHALL CONFORM To UBC 9ECTI0'.1 2°sl4 RECUR S -ENTS. 4. ALL EATER10R WALLS WITI4OUT A DESIGNATED 1LAR -WALL. NAILING SFIALL APA RATED SHEATHING OVER 2x STUDS • 16' 06. WITH $d COMMON NAILS • 6' 06. AT OWEATNING PA PEL G EDGES AND 12' 0. AT INTERMEDIATE FR4 11t- _ . SHEATHNNG PANS. EDGED SHALL FALL ON 2x STUC26. ANCHOR SOLt8 BINALL PE STANDARD 'J- 1110t.t' WITH A 441 RETURN, OR A STANDARD `L- i'30LT• WITH Ed EXTENECN S. ANCHOR! BOLTS 64At.L ME A 36 STEEL OR BETTER. MMP,'1121 CONCRETE *011 COVER *WALL BE 2' W-EN Exl08ED TO U.8ATWEtt 3, 11,611e4 ocromr, TO EARTH. ue lit• C -D, C -C $TRUCTU•I& 11 , PLt-Ytlt'!oo PALL SIDING (INDEX 24/0) 0R 1138' APA 8i- ATWIN3 WITH The SAME NAILING %L TW0UT REDUCTION OF TIE ALLOWABLE $I -IIAR ($ltt ARGII. PLAi'* AN131OR GENERAL NOTE$). 3/8' C -O, c-e $TR9JCTURAL 3, 1r'LY 0C P'4NIL MOW (ND$X 24/0) MAY bs USW PROvIDING LLQWABt L *IEARR S REDUCED Y fio � ACH . pL ANS AND/OR (iEERAL NOTES). S. NAIL 2.4' OR 24' 6ENE PLATE W/ 3v AT 12' 0.C. (UND). 9. ON EXTERIOR WALLS r .'ATI ONG $HALL LAP RIM .JOIST OR ELBE INCREASE 504.E rN..ATE NAIL�I�Md TO led AT EV 0G. (LINO). >m. p0UBLE ALL TOP PLATTE 430 LAP AT LEAST 4411' AT JOISTS 41/ A -ti• EACH SiDE AND lid AT No MORE THAN 12' or. ALC#83 PLATE FOR EXTERIOR AND MAIN NTERIOR WALLS. 6. STM4iCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE AST)* A36, NEW, CLEAN AND FREE CF RUST. PIPE COL !SE 48TP1 433, GRADE B OR ASOL, A36 STEEL (ALSCJ 1. STRRJC1UttAL FRAMING SHALL A. FRAMING TO BE N COMPLIANCE WITH UDC $ECIWO1iEC EWE - 2,52 B. PROYlDE NAILING IN ACCORDANCE WAiW UBC 80HEDtLE as -1 -Q $T1 JCTUiR.41. sm. SPECS TAKE PRECEDENCE OVER MILL NAILING SCIEDULE AND OTHER GENERAL SPUDS C. PROVIDE SOLiD 194. AT JOIST SUPPORTS AND GEARING PARTITIONS. (ALSO COMPLY WTH SECT. 11445 * -' 4. 1440.1..'`t D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL 8PAN8 OvER • FEET. E. USE APPROVED JOIST MANGERS WERE REQUIRED. BRiDGING P CEILING UNFINISHED. F. ROOF TRUSSES. DIMS TO BE vERJFIED. DETAILED AND FABRICATED DT TRUSS r1.4MMrACTURER INSTALLATION AND BRIDGNti !HALL BE PER MANUFACTURER'S SPEC�x-RCr TtE2l�', 0433 INSTRUCTION.. ALL MIMES DESIGNED MET FIE STAMPED BY LTC. WA. OTATE PE. C/ pTe MUST BE TAKEN DURING Mc-rim BY MILDER TO NOT OVERLOAD mimes WITH BUILDING MAT. 4 TO ADEQUATELY ESRACE TRILLg6ES. S. STtm WALLS A. USE 2x6 STUDS AT 16' O.G. PER USG 1b►R1O, *I $c liars B. DOUt5LE TOP PLATES 314,4L„ HAVE JOINTS 8TAbolaStEb Not LESS THAN 4 FEEL. ?IN, NAILING OF * -16d • 436' MM. LAP$ • EACI4 SIDE co JOINT W/Ibd • 12` O.G. LeE"'SJEEN PLATES FOR EXT. J INT. LO1tN(i WALL (2 4 3 STORY BLDG /. t RIOOPING A APPLY ROVERS IN ACCORDANCE WITH LEEK 6IC1494OE B. P!mvIDE ATTIC VENTILATION AD INDICATED ON ROOS FRAMING PLANS. 4 SICT. 1ProrS SHEAR WALL SCHEDULE: WALL Tyre 6- EATING AND NAILING (NOTES 1 - 10) APA RATED SHEATHING, BLOCKED AT ALL EDGES. APA RATED LAT1-41. BLOCKED AT ALL EDGES - NAILING - 8d COR't`10N (OR GALVANi Mp) BOX NAIL,. • 4' QC. AT 'ATIhi 4 PAS *DM &. • 8' OC. AT INTER PRAMN1 MJ • ER8 INTERIOR SOLE PLATE NAILING - (2) ibd • 6` O.C. EXTERIOR MUD SILL - 6119• DIA. AJD. • 3' -0' OG. (PIIN. TWO A$. PER WALL •ANEL). ALLOWABLE SHEAR WITH )*RAPING DP. - 311 PLF AU 0WAC�t¢ •tt•,..6-Arr a".rt' PERMS :NP. - 281 M. ® APA RATED $44*ATW8!d. GORED AT ALL IDGES, NAILING - $d c(21110N ($ *Lv ) 110x ! IL$ • 3' 06. AT fl*116 P i i' O.C. At WW1 MAINS PlelbeR* INTERIOR Salt PLATT NA►L (1) r d o 4' 0,C, EXTERIOR MD BULL - "At DIA A5. • 2' -0' O.C. CHIN. TWO A.B. PER WALL PANEL) ALLOWABLE SWEAR SITw PRAPTING DP. - 4$! •L• ALLOWABLE 84-EAR tU1TH PRAMNG HP. - 310 PLR. D90-00(09 HOLD -DOWN SCHEDULE: (NOTE • INDICATES 14.04022. EMBEDDED N CONCRETED, NAIL TO (2) 2x STUD LATH 24 - Ibd NAILS. © INDICATES M$TA36 STRAP TIE+ NAIL TO 2. two 1111tH 28 - led NAILS. `✓ INDICATES HD$A EMBED 3/4' DiA. ANCHOR BOLT 14' INTO CONCRETE (OR USE STAB20 A.E. WITH 26' NINEItt1 EMBEDMENT)* BOLT TO (2) 2x STUDS LATH TWO 3/4' DIA. MACHINE BOLTS. NOTES: ONDIGATES HD1A. EMBED 1 -143' DIA. ANCI400 BOLT IS' INTO CONCRETE (OR U8,E STA82$ WiT-3 24' MINIMUM EMBEDMENT), BOLT TO (2) 2x STUDS WITH THREE 1/8' DiA, MACHINE !BOLTS. iNNDICATES HDS EMBED I -V$' DIA. ANCHOR 50LT 25' INTO CONCRETE, BOLT TO 4. STUD WATN THREE I' DIA. MACHINE BOLTS. ALL HOLD-DOWN !REFERENCED MAPAIACTURED pT •S $TRONo -TIE COMPACT, INC.' 1201-0-110514. OF EtJJlvAL!FCT CAPACITY Y Ofl* MAMEACTURER8 MAY BE ueeo. ALL HOLD- oOILf4 SHALL MtE !stOJALup�D PER LATEST MANUFACitUREPRII MEGIFICATIONN (*IMPDoN CATALOG C- R�RH-1), ME PLANS FOR LOCATION AND INSTALLATION DIETAiLi. Po* ANp4O1 BOLT INSTALLATION REVUIREMENTA SEE NOTE S At AIEAR WALL 8CHEOLLE. MN2'IU1 15/32' THtc1Q' b8 APA RATED TONGUE 4 GROOVE 8I4EATHING t1A114 1Od NAILS • 6' 0)C. AT SUPPORTED SHEATHING PANEL EDGES AND 10' O.C. AT INTERMEDIATE FRAMING mEMBERS (SEE ARCH. PLANS AND / OR ORAL NOTES FOR RMS.). SPECIFICATIONS: L USE 2 00 Pei CONCRETE 61°1E At 239 DAYS. J',RA► PSI MAY SE USED BUT RECOMIP'EtCED HIGHER STFEN TH. 2. USE A611, A118 -615 OR EQUAL GR40! 40 R BAR LAI N se' MK AT SPLICE&, c'ORNERS 4 INTERSECTIONS. P 2000 P8I CONCRETE, LAP 40 DIAMETER MN. LU LAbus4 l8Pt. lt,.d711 I. FOR LONG orANS, USE 24F -Y12- MS OR EQUAL (TABLE S -1 -GI, PART A, UBC't.PI 18UALL1 GRADED WlSTtE* 0PEC*S) tr.* 2,4 PSi, Py 193 QR I$* 1'*i 1 E)CTELRIUIt GLLE. MA PAC1URER MUST CS.ARrr N SALT -LAM ['RIO!! 70 *I T1QN OH JOIN 2. II4ElNg HAyIE Bi t ( AMA) LRyIE 2E!° *3 JAL wTH Pip M. 2,000 PSI AND Fv • 166 PSI ANb OTHER SPECS IMLAR 10 ril FOR �C7t� i 4i i 1 f 1Af *CTLIER L * I L � A WA22246ATON STATE PE. STAMP ON iQNS. DUtit• ni ERICIION C• t?** TIE ®u1LDE21 21-14L tAKS CA..: to ADEQUATELY em ACE TRUSSES 4 AL8o Not TO 0' .CAD THEM WITH ExCESS !WILDS MATEitIALS, RECEIVED CITY OF TUKWILA .,4 1 J! 133 towoostte PERMIT CENTER tizi..31-09,1133,33151533iiten CRANE DESIGN, INC PE-SERVES AL. LEGA, f s ro MATER!i',) TH:S SHEE,r -• SUBjECT TO rRiMINAL PROSF,C1,1101,i. (7, F: , LING SCJE Mist to till rint i = irneing to 'pit, 1,33,31 -a, r-,1 . , , i 3 I - ,.. 1: (25 non r 152 ion, ' nmiisor ns tei• ni ear, i3 ii ta.-e nr-ii I1 4 Wider man I" s 6 - i ", tsar. r 151 033 i ,111013,0, i0 3,11 )03i ta. o ire 1 1 s, 1 h 2 , 51 ro-ii siibiloos , mist or ender hint ans- lase 330 1 6 Sole plaic m 11,73.1 or box k eg. tvien it ta..e. -.61 ; i 7 Top otaie to dina. mid nail I 8 Si., to solc. plate 3 Ciouble studs lace nal! , I, -y-,bt,q top Wei,. typical face old Double top plates. lap splice ; t,etwern 10,51, rir p131, , ', :10 pist 10 10p 0;013 tornail , ., 5" , , , ,. L.,. ... . . , . i ' J. 100 (3.3, i-ps ano ;met-sections. ate rem i 14. Continvo:” hender two pre,t, 1,0 , 1,_ : 1 n.i., : .o., ..,,,,-.1c 1_11: Ceding Jou, to Mate. treenail I 16 S. ',Urinal., 6eailer to soul. monad 4 , , 1:71' Celi mg , laps over partitions, face e,,t . : I it. Ceiling 1C170X to paratiel rafters. face or, 3 IN! 19. Rafter to platc. toenail 3 3.1 1 1 20. 1' (22 ma, Mace M ear, stud sad plate. face nait 2 Ssil I i . 21 1- x 8 i (25 nun s 203 nor, sheathing or icss le earn besting. ra, -0: 7 ,,, , I 22. wider than 1" x V (25 min x 203 rined sheathing to each t,C1111i rig. fire rad hit ■ t , nutit-no cornet stirs, resi at 2,s f.!' ; ! 14 -0010, t0r 3131 3t 3,11 , 11 Hanks ,t7u_rtv.rat pariris and eanicrelmard Sul:nom. roof and watt sheathing tto frsre Ulf I t irrh = 25.4 mot) lift72:,7)14!" V-111A- Combination subfloonunderlayment (to framing3 (1 inrh 25 4 men) 3/a" an le, 27 Panel siding (to Iran-MI.0- '1," (13 nun) or less '/g" (16 mmt 74 Fiberboard sheathtng.' lit," (11 ;rind i272,5 (20 mut t 29 Inter:mparreling ge of 8d' or 8,1" 10e or fie 6d, se, No. 1 i 6d4 No 16 ga.9 No. I i ga.i4 1344 Nc. 16 ga.9 460° e, 'Common or box nails mav be used except where otherwise stated. iiNsilx spaced et 6 inches ( • 52 mud on Cente r at edges. 12 inches (:305 r111111 at intermediate. ;signor-ix except F. inches (152 mm) et all supports where spans are 48 inches (17 9 rorrer or more. For nailing of iisiuvl structural panel and particleboard diaphragms arid shear walls refer to Section 23 i 4.3. Nails for wai 1 sheathing may be connnon tas mg 'Common or deformed shank. °Common. 5:Xfomied shank_ 'Coreosion-resimint siding or rasing nails conforming m the requirements 01 Section 2325 1. 'fasteners spaced 311331, (76 torn) on center at exterior edges and 6 inches (152 rim, on center at intermediate sup- RCorrocsion resistant roofing nails with 7/(g-inch idiamer (11 nun, head and I '/2-h (38 7111 length (or I/y inch (13 nun) sheath:de sad 14•Inch (44 min length rot fyi-Inch (20 tinin) sheathing conforming to the r3ipilrenienit of Section 2325.1 9Corrosion•resistant staples with nominal 7/1kinch (1 1 mini crown end 114-1m7.11(29 mill) length for 6/7- iiich (13 nun i sheathing and 1 (38 mn0 length for ‘5/,2-inch (20 mm)sheathing conforming !pule requir,ments of Section 2325.1. 'Vane' supports at 16 inches (406 mm)120 inches (508 mrnlil mrength axis in the long direction ol Mr panel, tint ess otherwise markedl. Casing or finish nails spaced 6 inches (152 mm). panel edges. 12 inches (305 mm) at 111131- mediate supports. I' Pane! supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 rarn3 on panel edges. 12 inches (305 nun I al intermediate connon,. 1) 9 G-4xxoci o - r-e o:aces ar-o 3,33 L1.-1_1,11.1'863 ,,f7. ,,,ti-1131313 1.rra 17.1, 2`24-224 - -5.2 , 36C1,13i 1,11,5 3 1-• ,_111,3 .3,1,1:1-3-7,-3 3 2, 229,a ;2,77 57- '‘,22a . 3.1'31.3.1E31,5 3.131`.- 5C- 3:1,33 ,-1337.1111- 1+-333-3.3! -17 '1.117,'-' c51 :1_33 3,16.,,C.73.1ert 1h13, lio.:0O or's th, orc,'Ilocs cc Sect.c, _ sc,ce re'32.22 3,5 ,•2■1 04,3 l Celt ■e; ar dr---r-oroves, ap,d r(_1 •(( to sbecrcat'b-s. Sect," 5-ce, t cr c'csets. 2,coye5 or cor.f,ed spaces oe sfrzil be installed room ,ce or oeg,t,ol to ot, as a ber.-5,00sr.eatroo,. o!os,st i 4 reposed space cult?, sextets& oniu thro,dh such room or space, e-x.cebt. P.:maces, e•sciosee Fla-nac.s. a,c1 slect,,• >-eatf1,C1 furnaces. Section 31S2-.., ko Lue rm ir rurrace shall be irtstalted ln a closet c.,r alcove less then 12. Llitarttr tress Purria oess or FU-naoes iristallemb Lulth a rmlatimuin cle.er working spaces less ti-or i,nal t S, de. aro too or tile rurnace.Sectron 3i 1C. t-1 -bun abmilarces shall not be 015t.3'1,3o; In a pit. ti-iiseten,, or simi!ar PC,31.10, etir c:7as milora. collect_ Appliances sc ll flat b 'stalled above-c-rades uncle-floor abace or basement L.inle.s such locatlon provided :12Itn ari approved ,earies or as Stsi 43 UJC. (Appl.C.',31 must be torartsb by the 5uliO5 nd and coot :st located lin a berage and -aun!cii zi-t 6 0.8,e _car-db!e: or inon1tl6o1 Flammable vapors 5f16 ii inst,alteci xlth the ollot, and Purr,Prs or 'reAttrla elements and .1s:tones at la, above tree, floor Section 30e_2 .lre cambers need not Cc ,nstalled rn air ct3 oaas!ro through ;he Wail, Floor. or iqic3 ser.mrating a residence (Group R. Dvl6lo.i 3 !c.c..Panc-,J) n-Orn a 9IaraCe %nr-outoi !sr?, Divi,ron occ,pancy.provided such ducts ithin the garage are oo,- st,cted 5teae9 i v,rto a thIckne58 not than :rich (N Galvanized sheet oauom) and ■-o opatircla loto earabes, Seibt!cm 312"-2.4. rurrace ,stallat!ons att1et.,6 Or P.raull spac.es shall combh,j with Section 319 ard 320 Every acoltance (druer -ande, etc.) cieslreci to be vented shall be connected to a ienting system complyind with nn.apter 8, U.M.C. E,rti ,actory butt chirrrey, Type L vett, Type 9 gas vent or 7ype 511J gas verrt talied ln accordance '..uith the terns or its rranuraceure's rnst- ruot!0.-is ar,...1 the applic.abh e. provlslors of Shapt- 8 1..1.1"1.C. 'vent connections shall be. !retailed 1,1thin the space or area In LiiHch the appliance '5 !GC6Z.5....Ci Artd Sha II b-es connected to a chfmraj or vewn in such a ma inear as 1.0 ,n,31r1t1r1 o!adranca to cbb1s pa- 5ect'on 81F.., and Tahoe 3-C. 1.1.riC. Duct systems shall be oF rerial as sat ror.h Tables CV -A, 6-5, 1 or Factory-made air ducts complying tulth '.7..-!apter JcInts and seams 81,111 be substartlallu rrtIct}-1.. Bectlon 6015 6-4 c'(e-ctanoular ducts) and Tsk7.7,7eNob-B Mat, and round ducts.), l.11-1.C. C. Install,itlor or ducts 5hall comply with Se..L.-tde '603 til'i.C. D. Duct insulation shs!! be !rntaIl.b accorbm,-. wit}, Table 4 ,. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. `.."3 3 _17-‘ 111,1_1 ^ ! - C - E 7 r=. F11•15..!•.-7-;17, s"-"i5heiv22:2 igrii2225". r- Th'4 ="L :QC; i% "-.F 5. RE seE L._ • >(.71:7.7°_:=_' SI-4•Oul.._7_7; SE c. 7RATE.7:,' AND- ENCLOSURE ,IjITHI 4 1,T2' ji ..,5Erki-N 302.4 b. ALL DUCT'S, !PLENUMS AND ENC.. °SURE THROUGH OR ALONG UN- HEATED SPACES.(NCLUDiNL,-. i-40S-L- FRom (S.A.RACiE !NST4LLA.TION5), SHOULD SE THERIALL'T INaJLATED EXCF.-*PT THOSE INSTALLED SETILEEN WALLS Or. IN A SPACE NOT EXPOSED TC OUTSIDE AIQ U.N.C. 3Ii.4 320 7_ CRTER MOISTURE EHAUST UT 31.-AL.1_ NOT EXCEED A TOTAL OF C.Or-751NED i-4,-".:RIZONTAL AND vERT- ICAL EFFECTivP LENGTH CC: !4'-0' SEC-' 504. 3', 504. 3. 2, 1.-14,5cNR'r- LACES SHC.Y.JILD BE PROvIDED LUITLI 4 F'7TINC:-. FLUE DAMPER 4.ND A RE-ADIL-T- AtCZESSIBLE mANUAL CONTROL AN !,,'XITSiD1.--7 SO.L1E. CF CCIISUSTION AiR SI-:OULD SE FQVE LUIT1-4 A DUCT CF 4 sa_ NC}-4E5 MINIMUM AREA AND DiL'r OF'ERAELF DAZIPPR AS PER SECTION 402 OF THE tliA-Si.4INGTON STATE VENTILATION CC:DE. fLTT.. SEC. 3402. UES.C. 4 V.IA_CI.C. 402. 3 9. WATER HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TC BE INSTALLED ON It--4—criPFzE- ss,6LF.--_. INSULATION. AS PER SECTION 504._ 2 OF TL4E VENTILATION C-ODE !C. HOT AND COLD WATER HEATER PIPES IN THE C.-ARAGE 4OUL SE INSULATED WITH MINIMUM R-3 INSUL WITH A FLAME SPREAD C:r 25 OR LESS As PER SECTION 503.11 W.SEC. II. THE SHOWER SURROUNDS ARE TO BE 4 SMOOTH, HARD AND NON- ABSORBANT SUWACE NOT LESS THAN • -IV ABOVE THE DRAIN INLET AP.., PER SECTION S01.I. 3 U.B.C.,". 12. GY-Pf-...'t2-1 WALL BOARD BACKING USED FOR TUB OF SHOLLER ENCL- 0e...URES SHOULD BE OF A WATER RESISITANT MATERIAL. DO NOT INSTALL OVER vAPOR BARRIER ON WALLS OR ON THE CEILING AS PER SECTION 2512 WEI.C. 71- 37F-F' U.:171.4 4, 4' F.Otp E.' °±' 41,-4E-) T(.117 7°--r=t7.- UNDER AL- 3E,:-"TrON '2 W47E2 S OVER HSG-.47 /-`D ;--;AS A NON THEN IT i5 TO SE ANC1-4.0RED AND STRAF-"PED 5 F-"ER SECTION LIMO. ,IANUFAC.TURER TO PRO- vicE HOLES IN LUIND0u.: rN EACH HABITABLE Re:X.7M. 1. 4TrC vENTLATION AS PER 15052/I5053 U.C. 5E1E.: \./F_NTILATIGNI (:...-ALCULATIONS 2. vF_NT C.,PENINnS 5I-4ALL cvERED W4 CORRC;SION RESISTANT WIRE MESH WITH OPENINGS OF 1/4 Sa. 1NC1-1 3. ROOF vALLE'r'S TO HAvE 26 C-AUGE GALvANIZEr., FLASHING A5 PER SECTION 1402 2 UBC. 4. S'r-lINE !,14ILS eE GALVANIZED STAINLESS STEEL OR ALUMINUM AS PF-.7-R TABLE 15-B-2. 5. c OMPOSITION ROOF FASTENERS AS PER TABLE 15-S-I 6. 22x301 ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA 1117N NO LESS THAN 30• FOR HEADROOM AS PER 1.12.C. SECTION 15051 417-c ACCESS DR. TO HAVE R-30 INSULATION MINIMUM, AND ',LEATHER STRIPPED. HARDWARE TO PROviDE TIGHT CL SUE 1. TFRUSSE5 TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL E.NIGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATICN OR PER- MIT ISSUANCE. TRUSSES TO IFIIE MANUFACTURED IN A PLANT THAT IS APPROVED UNDER THE REQ- UIREMENTS OR SECTION 1101:7 EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP, AS PER SECTION 2311.‘, AS WELL AS MANUFACTURED PLANT NAME AND ADDRESS, DESIGN LOAD AND MAXIMUM SPACING. AS PER LIBC. STANDARDS SEC. 2326 CUSPOM HOME DE.SiGN & STOCK PLANS TO REORDER PLANS 1-800-848-5421 44ANC.,,E.F23 rO 4' ALL NNECON C ,i,ACK. OR 'HIP 7RiSSES L5 4N;JF4CLE 70 WALL2 5H(.7.,'ULD E-'3E LL LOWN Fire..-71 THE TR.ISS TO EOTTOM C"-HORD WITH AN APFR- ova) F4SI-ENE5z: 70 INSUP-' 1-RUSS ailLL NOT nEA' NCN -PFARiNG RE • WiNr; jLP c..7417)5 Sfr-`'Rt7-74-0■.: n JJLL EiE iEL 4i Cr- ENG- 1CNS. 2, IRLS;SES 51-14LL T ALS 4ND Ct. SiTE POP. IN SECN. scEENE::, ov-EFQ. 14 F,,i-DE; AREAS , WITH 2xe RAFTER:3 z 0 D FRAME OVER ce, UN.O. (I) cL0 CC 0 w u_ 0 FOUNDATION: I, cl4LvANIZED METAL F-LASI4ING TO BE INSTALLED BETWEEN CC,..tORETE SLAB, AND 11007D MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO F2IM JOIST_ 2. C.ONCRETE PIER PADS SHOULD PROJECT AT LEAST ABOVE C•ROUND I.NLESS PRESSURE TIATED MATERIALS ARE USED AS PER SECTION 2311 2 U.B.C. SECTIONS: L ALL EXPOSED INSULATION MATERAILS INCLUDING FACING SUCH AS VAPOR BARIES OR BEATHERED PAPER 51-1OULD HAVE FLAME SPEAD /aITIOkE DEVELOPED RATING Si4OUN ON 25/450 OR LESS. AS PER SECTION 2602. 3 U.C. CITY OF TUKWILA APPROVED JAN 3 0 1997 AS hOi EU BUILDING DIVISION CITYRNEVUEIRMILA G V 1.3 ES PERMIT CENTER COPYRIGHT© 0 w c/) w 1 co (1) w u_ 0 0 0 0 0 w a. cc 3 DATE REV 94 SIIEET S-3a PLAN NUMBER .L. LlELiAL MONTS TO TERM. oN tliS9 SET — J£CT To 4x POSTS OR (2) 2x STUDS • MiN. ib' O.C. 112' PLYWOOD W/ Sd NAILS 6 3' D.C. UND..>1- PtSJ EJ_ E•%�`OE� . EXTEND PLYWOOD TO OVERLAP RNM J013T t SILL PLATE 35Do* CAPACITY STRAP LIOLDOU.NB * MINSt'+IJ? UNO (SEE PLANS) CONC. FCXNZ ATiC44 4 FCOTING • NOTES: L ALL STRAP HOLDOUNS SHALL DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLDOUNS CAN BE USED AT EACH CORNER TO MEET THE fOUIRED LOAD. 2. ALTERNATE ',rite OF APPROVED HOLDOWNS CAN ?!E USED IN PLE OF STRAP HOLDouhie. SUBMIT DETAILS FOR ,ACS -14.Y i►RltJVA►L. ANEL AT rgL00. ovER cIR AIUL SPACE Bo MI I/2' PLYWOOD W/ Sd NAILS •3. O.G. 4x POSTS OR (2) 2x STUDS N F''�S 4122 612- E42i -Li 3900' CAPACITY STRAP HOLDOUNS • !SACK OF POSTS OPTIONAL LOCATION 4A2'1 Bt,u1E..-) • FfmONt OF POSTS (2) 2x PLATES 2x P.T. SILL PLATE $4' DIA. x ISn AB. CONT. FOOTING • DOOR OPENING * NOTES, L ALL STRAP. 14OLDOLN6 SHALL BE INSTALLED PER MANUFACTURER'S SPECIPICAtIO *. MCLUDMN3 CO SVER INSTALLATION . TWO 4OLDOUNS CAN ISE USED AT 11<ACH CORNER TO MEET tNE REQUIRED LOAD. 2. ALTERNATE TYPES Or APPROVED+ HOLDOUNS CAN BE U$ tQ? IN IDLACE OF TRAP HOL.DOUNS. IlUBMIT DETAILS I,OR A.dx +JGY —4x IQ5T3 CR (2) 2x STUDS •''L 24' O.C. --I/2' PLYWOOD Wu Scl NAILS e ! •3' o.c. ar P e_L. E . rf°y va M6t. 14/ 2'1Z." EY x ∎-110 . . 3$00• CAPACITY FLOOR TIE ANCHORS - -s /a. DSA. x S5'A$. TRAP 1.4OLDOUJNv AT OPTIONAL LOCATION D96 -0069 VONT ACTOOk 1lott — AM 13 rMions And V.Mlid Piia Yo Canesuction. (2) 2x PLATES 2x P.T. SILL PLATE Firm -,4022 Per .L. 33042• CAPACITY STRAP S- SOLDQUN NOTES: I. ALL STRAP 4- IOLDOSSl'18 S-IALL 19E INSTALLED PER MANIPACTURERS SPECIFICATIONS, INCLUDIS45 CORNER INSTALLATION . TWO HOLDOU.NS AN dE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED I- IOLDOU.NS CAN BE USED ;N PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR A.as -C.Y 4PptrvAL ANEL AT FLooR OVER PoN T WALL it1' °L "',L 'CD W/ 8d NAILS • 3' C' 4x POSTS CR (2) 2x STUDS 3x L.-LOCKING • PLYWOOD JOINTS HEALER AT CORNER 2x4 TOP PLATE H�AGER NAIL SHEATHING TO HEADER AT 3' O.G. 2 - 2x STUDS NAIL 5+-IEATHING TO EACH STUD Sd NAILS AT 3' C.G ALL PLATES. HEADERS 4 STUDS APA RATED S.+EAT:SSNG 3/43' MIN 24/0 EXP. I 2 - 2x4 dLOCKJNG AT ANY PLYWOOD JOINT 1.4rA.14D22 GM . E6ZLi•S- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 3500• CAPACITY (MIN) 3 2x PLATES - NAIL SHEATHING H� CH oteg HoLocuJkl TO EA PLATE I/2' DIA_ Ao.'. - ?' IMdEDMENT CONTINUOUS. FOOTING OR SLAB EDGE NOTE_ FOR USE IN GARAGE END WALLS AS SHOWS. IF .4 FLOOR INTERVENES BETIJEEN Fc t CAT ION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOU*, BOLTS AND PLYWOOD NAILING AS S:icUN. IF USED ABOVE PONY WALL USE DETAIL N'j. ETAIL alE4IMIJI LATERAL RESTRAINT PAVEL) EADER SPLICE 24' MIN. 3/6' PLYWOOD W/ Sd NAILS • 3' CC. AT' PA4Ja' L ..S 4x POSTS OR (2) 2x 'Tuns 3x esLOCKtrad • PLYWOOD JOINTS 2x4 TOP PLATE HEADER NAIL SHEATWING TO HEADER AT 3' O.C. B.W. 2 - 2x STUDS NAIL SHEATHING TO EACH STUD Sd NAILS AT 3' O.C. ALL PLATES, HEADERS 4 STUDS F APA RATED SS- SEATHING 3 /S' MIN. 24/0 EXP. I 2 - 2x4 BLOCKMG AT ANY PLYWOOD JOINT I-04-11722. Gs . W421.1...1.- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 24(D0• CAPACITY (MIN.) 2 2x PLATES - NAIL SHEATHING Aii . i e + TO EACH PLATE _ (z)- i" Imo. A•b• - '--'TUKWILA CONTINUOUS FDOTINSS OR SLAG ' 'gED JAN 3 0 1997 NOTE: FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES AS NOfEU BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PON'BUILDING DIVISION WALL USE DETAIL 6'"1. °DETAIL (3 tom+ LAIIERAL PIESTRAINT PA RECEIVED CITY OF TUKWILA 13i PERMIT CENTER COPYRIGHT0 1 iw ac cn ce ce 11111111111111111110 11111:11111111 1 DE GN, INC t ES ,6a - CC: 2x LLOC.K - - -� TERwi SHEAR rALl_ ECT TO CRetetN L .'- UTh'i - '°'STfi36 5, -2122 5T1RA4. TO esE4.'" "e; € 5.HFA.R. v....__. e%& - Tx AP TO mF 5.1-•4 .:; 1 SHEAR WALL ,SEE PLAN) (2 ) '641 - 6' Cu. - -- L. Ai T TO 41RTEMM.. OW THE 1.4887 - LlU3JECT 10 CFIM!NAL Ia 8081ICUTION . (2) 1641 - 6' O.C. - )64i - 6' CC. ead- 4'O[.MN :NTO TOP BOTTOM 2.x LOCK:b,:r 101ST 3 -lb • JOIST i C AP-4. 7x SOLID BLOCKING / 3 -1661 NAILED TO 2x BLOCKING FLOOR JOIST 1 FLAT HCC IZ PIA-14c1 ST2122 MTL STRAP Ulf 16 -lid AROUND !BLOCKING/ 1141,1 1018T HORIZONTAL G I A+Fis Gr! -- SHEAR WALL (SEE PLAN) O !ZCNTAL :! r- SHEAR WALL_ DOUBLE JOIST NAILED W/ 1641 - 12'C.0 3V Ibd - 6' OC. INTO DLOCKNG 4 TOP bid -6'OC. FLOOR JOIST - SWEAR WALL SEE PL. AN) N: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL D.4PwRAG•1 NAILING SEE SCHEDULE ON 5 -3 'T?'P..' U.O.,; 051 -4EAR WALL OFFSET (PARAiJ. TO JO16T) HEADER - SEE PLAN Ex TEND HEADER TI- tJ PANEL) c!:: SECrIcL TYPICAL SHEAR WALL NAILNG (EA. SIDE) - SEE SCHEDULE ON SHEET S -3 ROOF CI I APW M i SHEAR WALL (1,LUAL LM ME AM CONNECTION t%oo&1"' 000 VORT TOR N01E - A4 . And V•rNMd Prior To C4xntructbn TOP PLATE 2x4 8d - 4' OC. TOP PLATE NAIL Si-EATING TO HEADER 4` O.C. EA. WA7 - TYP. (2) 2x STUDS NAIL STUDS W/ 1641 - 6' OC OR 4x4 POST (2) 2x4 BLOCKING I/2 OX PLYWOOD ONE SIDE W/ I>ad - 3' O.G. (FOR I' -6') - TYP. -4PA -4D22 HOLDOtLN W/ 24 - I®d NAILS EA END (OR 1-ID2A) - TYP. 5 /8' (f}f x 16' A15. •4 CONT. CONC. FOUNDATION 2x NAILER W/-7 Ibd -6' O.C. TYP. EACH SIDE '-2x BLOCKING OR RIM JOIST 672122 W/ 16 -16d OR MSTA36 W/ 2i -led (END BOUND. OF S+ -?EAR ' +.!ALL ONLY ) FLOOR JC15T-\ A34 (SIMPSON) • 32' O.C. W/ 8 - 8d NAILS INTO SOLID BLOCKING 4 TOP PL ATE NOTE" FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM. NAILING SEE SCHEDULE ON S-3 (TYP.) U.ON. HEAR WALL OFFSET JOi6T PEffireMOICILANI TO ExIMICA 16d - 6' C.G. (LION) - SEE PLAN '---HANGER - SEE PLAN NOTE: FOR TYPICAL SWEAR WALLS 4 HORZONTAL DIAPPHRAC'M NAIL IT-46 SEE SCHEDULE CN S -3 , TYP) LION. TYP. 54 -SEAR WALL - BEAM CONN. i TYP. ROOF DIAP$4 'RAGM/ OR SKIP SWEATING 1x6 IU/ (2) 8d *EA SUPPORT - SEE SCHEDULE H4 (SIMPSON) HURRICANE • HOLDOWN LOCATION W/4 -841 EA. END (8 -8d TOTAL) PREFAB. ROOF TRUSS / CA ROOF JOIST 16d • 6' 2x BLOCKING CUT TO FIT ST2122 OR MSTA36 434 (SIMPSON) •32'O.C. W/ 8 - bd NAILS INTO RIM JOISTS / BL OCKIN6, BEAM BM /GLBM - SEE PLAN NOTE) FOR ','r-:CAL SHEAR WALLS 4 HORIZONTAL G APNRACsM NAILING SEE HEDULE ON S -3 ;TY!'.J U.CN. TYP. SHEAR WALL - sEAM CONN. rnearreD seAm PREFAB. ROOF TRUSSES, / OR ROOF JOIST BLOCKING NOT SHOWN FOR CLARITY ( SEE SECTION - IS) 434 • 46' O.G. SHEAR WALL NAILING - eSEE SCHEDULE NOTE: WORK SECTIONS ®SECTION 13 -IOd RIPPED 2x4 BLOCKING REC�'D. TYP. ROOF DIAPHRAGM NAILING - SEE SCHEDULE 2x4 BLOCKING WALL TO MATCH WALL BELOW TOGETHER 2x BLOCKING W/ 2 - 1641 NAILS/BLOCKING SHEAR WALL NAILING - SEE SCHEDULE MSTA36 W/ 26 - IOd NAILS OR ST2122 - SEE PLAN 844EAR WALL NAILING - SEE SCHEDULE ci:sECtION NOTE• FQR ADDITIONAL INFCRf•'IATION SEE SECTION - 6 BEAM/DOUBLE JOIST - SEE PLAN PREFABRICATED TRUSSES • 24' OC. OR RAFTERS W/ CLG. JOISTS - 8EE PLAN lid • 4' OC. CC44 MIN. W/ (2) - 5/8'd MB. • POST (2)- 3 /84,MD. •BEAM FOR ACTUAL SIZE SEE PLAN NOTE, FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 8-3 (TYP.) UON. -TOP PLATE 2 - 16d • 12' ®.C. MAx. • 3PL'CE TYPICAL CHORD /STRUT CONNECTION - SPLICE 77P. ROOF DIAPHRAGM NAILING - SEE SCHEDULE PREFAB. TRUSSES • 24' O.G. 2x6 SOLID BLOCKING 4' -8' O.C. 3 lid TO SOLID BLOCKING EA. END - TYP. 16d • 6' O.C. FOR SHEAR WALL TYPE NAILING SEE SCEDULE SHEAR WALL OWEALIAL 111114 moat, *wow CITY OF TUKWII A APPROVED JAN 3 0 1997 AS Ivo7ED BUILDING DIVIBION RECEIVED CITY OF TUKWILA 4 1 - T.J.3 PERMIT CENTER COPYAt9HTO CEMTEITECEEM