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Home My WebLink AboutPermit B96-0049 - VIRK PROPERTY CORP - NEW SINGLE FAMILY RESIDENCECity of Tukwila L - (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0049 Status: ISSUED Type: B -BLDG Issued: 07/19/1996 Category: NSFR Expires: 01/15/1997 Address: 4028 5 148 ST Location: LOT 2 Parcel #: 004000 -0961 Zoning: Type Const: V -N Type of Occupancy: DWELLING Gas /Elec: GAS Wetlands: Slopes: Y Water: N/A Sewer: N/A Contractor License No.: AIROCLS100PD TENANT VIRK PROPERTY CORP INC 4028 S 148 ST, TUKWILA, WA OWNER FIVE C INDUSTRIES INC 18124 RIVIERA PL SW, SEATTLE WA 98166 CONTACT JOE SINGH Phone: 206 246 -3782 18124 RIVIERA PLACE S.W., SEATTLE, WA.98166 CONTRACTOR A -1 ROCKEY LANDSCAPE SERVICE Phone: 206 883 -6114 3010 128TH AVENUE N.E., BELLEVUE, WA 98005 * kkkk* kk• k***** k• k* k******* k'**, k****** k** k******** * * * *•k ** * * *•k* * * * * * * * *•k * * * * * ** Permit Description: CONSTRUCT NEW SINGLE- FAMILY RESIDENCE. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation: 92,757.30 Total Permit Fee: 1,396.28 AA k *-k 4.k k* k'kkk* **•k-k k** *•k* ***•k k*************** * * * * * * ** * * * * ** * * * * *•k * * * * * * * * ** Permit Center Authorized Signature �-L-�q(0 • Date I hereby certify that I have read and examined 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Print Name: _KA -- iL4(i - S V[ ij< Date: _7- T? Iry Title: fiL.9#1-1.4. c- 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. - DE ENT ,,. .., r ..,. DATE�IN' , .... T E ", .;, APPROVE EQUIRENTS < /:COMMENTS R ME .... ... K Plan Review Meeting a_aa-Q0r a-at BY. (init.) j ' I ip 2nd NOTIFICATION NIT. BY: (init.) 10 BUILDING - initial review 2.2t - 9tp 2- Zi elto CONSULTANT: (ROUTED) Date Sent- DateApproved - FIRE �� I• �� 9 7 r Z�. ` � IREPROTECTION: .Sprinklers ❑ Detectors N/A FIRE DEPT. LETTER DATED: Z_t S/ INSPECTOR: j S , NIT 4i c X PLANNING --3//t / ZONING: /j) OAR /LANDUSECONDITIONS? OYes L No 41EFERENCEFILENOS.: L e "- Up,/ / - _ >h ;- i'I�. (NIT: /l C') Al MINIMUMSETBACKS: N- 10 S- ,;� O E- L W- PUBLIC l \ WORKS /� �q�� 7// ,/ 6 JTILITYPERMITSREQUIRED? Yes O No 'UBLICWORKSL '] /sl9G' INIT: U 1 I i Tpp �"n £ 0- o-q -- b BUILDING - final review 7—go-9b 7—/6 6 TYPEOFC STRUCTION: CERT.OFOCCUPANCY? ❑Yes O No UBC EDITION (yb: ; INIT. p) BUILDING OFFICIAL 74, *% ' /- ii -`) (✓ INIT: AMOUNT OWING: 4 4446E).00 CONTACTED L2 • 0 ' DATE NOTIFIED _ CR9 BY. (init.) j ' I ip 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION I BY: (init.) CITY OF TUKWILA Department of Comrr iiity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 1908 (206) 431 -3670 PLAN CHECK NUMBER f)q(1) -Iq Building Permit Application Tracking PROJECT NAME �► I '( K CC .� Cmr.p ;MC SITE ADDRESS SUITE NO. '-fOX) ; /y9 S7' LO INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N/A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED 01105/W SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ ga, `7,50 ASSESSOR ACCOUNT # 604 •• (011—(:):, T - -, %, v PROJ\EC,,T NAME/TENANT Lod L► . Can - ...lr r1C . TYPE OF New Bui ding • Addition Tenant Improvement (commercial) ❑ Demolition (building) ❑ Rack Storage 0 Reroof 0 Remodel (residential) 0 Other _WORK: DESCRIBE WORK TO BE DONE: , ( 111/ rg 2-r i / ' 'e - BUILDING USE (office, warehou;;e, etc.) , NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? O No ❑ Yes If Yes, new building requirements may need to be met. Please explain: WA. ST. CONTRACTOR'S LICENSE # 1 ) 1 4 G 11 5 /c)& , z ) SQUARE FOOTAGE - Building: • CI g Tenant Space: Area of Construction: D159 OR HAZARDOUS MATERIALS IN THE BI LDING? System WILL THERE BE STORAGE OR USE OF MMABLE, COMBUSTIBLE 0 No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers ❑ Automatic Fire Alarm PROPERTY OWNER // (._-k < _ , , � e jr) —e 8', .r. 6 / /// � iPPHH / ONE ADDRESS . — / 2 g 1, s .-� A , C , . ' , _.� 4: ( ZIP CONTRACTOR 0/a PP e_4 -1 >......6 � PHONE $83 _G // ZIP- �� J ' . ADDRESS 3 — /Zy- Al .e ce.— ' C , ' Qe.eyGc.e_ WA. ST. CONTRACTOR'S LICENSE # 1 ) 1 4 G 11 5 /c)& , z ) EXP. DATEer 3 ARCHITECT e �! lx IL 1)0-4171 PHONE ADDRESS IZIP I HEREBY CERTIFY THAT I HAVE READ AND. EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, AND I AM AUT ORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER SIGNATUR • t = '/7 DATE //1�� AUTHORIZED AGENT PRINT NAME" �' - AO ,J ‘ PHONE „ 2 ya, _ < 7 5-32, CITY2IP ,,a4 e. Te11 ADDRESS `(1 /24 ' p ,�z CONTACT PERSON 0 1 N 6.0 PHONE .0_ - ff DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK FEE `b43,6 o�G BUILDING SURCHARGE _5(4 l.� ,6t) OTHER: TOTAL - 1 .)qjn t CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 P W - 001A i • J *S APPLICATION MUST BE FILLED OUT COMPLETEL Y PLAN CHECK NUMBER BUILDIN PERMIT APPLICATION APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. 11 you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 1 DATE APPLICATION EXPIRES a -cC �0- q Co t0,22,UJ :OMMERCIAL :EW COMMERCIAL BUILDINGS /ADDITIONS 1 1 Completed building permit application (one for each structure) Assessor Account Number Two sots (2) of the following: Specifications — 1 Structural calculations stamped by a Washington State licensed.: engineer - 1 Soils report stamped by a Washington State licensed engineer — I Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect SUBiVfiTi TAL CHECKLIST 7 Legal description Working drawings, stamped by a Washington State licensed architect, which include: . • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one for entire protect) 7 Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility requirements. RACK STORAGE 7 Completed building permit application 7 Assessor Account Number Two (2) sets of plans, which include:; I Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles I Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: include dimensions of raci.s (height, width and length), aisles; and exit ways on plan. J Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS ■ t� Completed building permit application (one for each structure) I ✓l Legal description V I Assessor Account Number V i Two sets (2) of working drawings; which include:. • Site plan - 1,- (On plan, show closest hydrant location. • Foundation plan include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans j v 1 Washington State Energy Code data I V I Completed utility permit application I L—__, V1 Six (C) sots of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility pormi: application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) Assessor Account Number Two (2) sets of constructicrr plans, which include: Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i e.; change of use) n Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square foota9e in Floor plan of proposed tenant space • Tenant space plan with use of each room labelled.' • Exit doors, egress patterns. •.New walls,' existing wall, and walls to be demolished. Construction details • Cross sections showing wall construction and method of • attachment for floor and ceiling. Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit separate utility permit application: and plans. REROOF Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign- off of the permit. ANTENNA/SATELLITE DISHES Completed building permit application i l Assessor Account Number Two (2) sets of plans, which include: I1 11 11 Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment n Structural calculations stamped by a Washington State licensed engineer may be required RESIDENTIAL REMODELS Completed building permit application (one for each structure) n Assessor Account Number Two (2) sets of working drawings, which include: • Site plan •. Foundation plan • Floor plan • Roof plan • Building elevations (all views • Building cross- section • Structural framing plans NOTE: If any utility work is to be done provide utility permit application and plans must be submitted. REROOFS Completed building permit application (one for each structure) I . Assessor. Account Number LI Narrative describing existing roof, material being removed, and material being installed. . NOTE: A certification letter is required prior to final inspection and sign- off ct the permit. Address: 4028 S 148 ST Suite: Tenant: VIRK PROPERTY CORP INC. Type: B -BLDG Parcel #: 004000 -096 CITY OF TUi'.WiLA Permit No: 896 -0049 Status: ISSUED Applied: 02/20/1996 Issued: 07/19/1996 • , 4 4 'k k •k '4 ;k •k * •k •k •.4 'k •k 'k 'k •k •k 'k * 'k 'k 'k k •k k k N k 'N 'k 4 'k 'k 'k 4 '4 'k •k k k .4 k A k •k •k '4 k k 'k 'k 4 * v •k 4 4 k •4 d k 4 4 'k A Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of bus.ines•s to prevent sedimentation off- site or into existing storm draa_inage facilities. 2. The site shall have permanent erosion control measures in place as soon a as possible after final grading has been completed and. prior to the Final Inspection. 3. APPLICANT SHALL OBTAIN SEPARATE WATER METER PERMIT FPc'M WATER DISTRICT #125 @242 - 9547.. 4. APPLICANT SHALL OBTAIN SANITARY 'SEWER PERMIT FF.OM VALVUE SEWER DISTRICT @ 242-32.6. 5. ALL POWER & COMMUNICATION SHALL BE PLACED UNDERGROUND OR OWNER SHALL APPLY FOR WAIVER TO UNDERGROUNDIriG FROM PUBLIC WORKS. • 6. The. property owner shall sign a Water System No- Protest Agreement for future upgrade of the existing deficient system prior to the Final Inspection. (PW RECEIVED 'SIGNED AGREEMENT ON 7/15/96). 7. PRIOR TO FINAL SIGN OFF APPLICANT SHALL 'SUBMIT AN A'S -BUILT UTILITY PLAN (WATER, SEWER, STORM DRAINAGE, GAS. POWER & • COMMUNICATION) TOGETHER WITH RECORDED COPY OF 'STORM DRAINAGE EASEMENT. 3. It is strongly recommended that storm drainage designs be c e r t i f i e d by a 1 i censed engineer; otherwise, the owner assumes l i a b i l i t y for the design and any subsequent related damage:, . 9 . No changes w i l l be made to the plans unless approved. by the Architect or Engineer• and the Tukwila Building Division. 10. Plumbing permits shall be obtained through the 'Seattle -King County Department of Public Health. Plumbing w i l l be inspected' by that agency, including all gas piping (296 - 4722). 11. Electrical permits shall be obtained through the 'Washington State Division of Labor and Industries and all electrical work w i 1 1 be inspected by that agency (248-6630). 12. All mechanical work shall be under separate permit issued by the City of T u k w i l a . 13. All permits, inspection records, and approved plans shall be available at the .lob site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 14. Engineered truss drawings and c a l c u l a t i o n s shall be on s i t e and a v a i l a b l e to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 15. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 16. All construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 17_ Nt t.ifv the City of Tukwila Bui 1dinu Division Prior to 1 placing any concrete. This procedure is in -addition to any requirements for 1C/141 inspection. c‘, 10. All wood to remain n placed concrete shall b .reated wood. 19. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 20. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinanceof the jurisdiction. No permit presuming to give authority To violate or cancel the provisions of this code shall be valid. • City of Tukwila Fire Department Project Name `I I 4 c �� Address 4-0 . r\C' Retain current inspection schedule Needs shift inspection Sprinklers: m Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued FINALAPP.FRM T.F.D. Form F. P 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chef Permit No. \ Suite # -� c Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Project: , / It. r - j w � H ; Type of inspe ion: f 1 ( ) Addr4stO s (q � � Date called: I h 61 5 Special instructions: Date wanted: 1 _10. Requester: P one o.: r -- el t'^ G.r hit. • INSPECTION RECO' I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PE M IT NO. (20&).4 1 -3670 Corrections required prior to approval. COMMENTS: T. �,�...�•:_ Inrt 1` Inspector: Date: 1 $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: Project: t ( v Type of inspeRti. op: . C cr� Address: ��v ►l VI ?...)-11A Date called: `I /Co / Special instructions: Date wanted: tr f a.m. p.m. Requester-5-0e J C Lill Phone No.: V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOfl Retain a copy with prhit Z $ , 9 0 ) Lt £ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: 1.1 /r A $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: i Project: v t r ks......_ p rolato, Type of inspecW • fi p1 Addrest s /4 s7 — Date called: 3-30— e3 Special instructions: ( 1 6 Date wanted:3_ 3 (-IS Requester—i- (r1/71 Phone No.: Xe0 — ( Wei- • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,1100, Tukwila, WA 98188 INSPECTION NO. 4 'INSPECTION RECCr) Retain a copy with pb...hit PERMIT NO. (206) 431-3670 Approved per applicable codes. 71 Corrections required prior to approval. COMMENTS: / s /: - .cr4k)t.,J Inspector: Date: f I $42.00 REINSPECT1ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: (1 1 S ( L A-w t.- - CO 6CCu J1 T 1hS Type of inspegio &4tn Gh 1"'w j I'f W I i V►-u■c" tor F, riPm -- 114 SY - -T%-or■ Ar0 4- PPV-tl v4- Address: y 0 � S ( (lilt- Fi4- /IA4 G. NI G1` Tu K-W ( LA • - AZ V F T 5 DM 1 Na A c i rl I-NA -a b - T•► - 1* -I1.-. l - 1 - (16T* ■ I•I Sync N Date wanted: 3/ 3/" NeeiLoVM_ . '1 .--.0- zi rniy1 ey trroUL... al-- ,W1LvP (1 OTV -- ez --^ 0 O V:1"3 A ,1 C 7 - i - W%L(._ f-{- - pu, it.—. ( IJi A / J0-s 14 67 Otc.u.Pi 1,A3 P6s V)- Project: v ` eci., Io �� Type of inspegio &4tn Gh 1"'w j Address: y 0 � S ( (lilt- Date called: Special instructions: Date wanted: 3/ 3/" a.m. p.m. Requester: Phone No.: 0 INSPECTION REC Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 - t6 -ov4 okop rn51 -Vi i �.; PERMIT NO. (206) 431 -3670 Inspector: Date: / 3 )c ij Approved per applicable codes. p Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: (m /3 eul V N Type of inspection: A 1 YI Addrety s 7 , 6 4 4. _ Date called: Special instructions: Date wanted: //____ a Requester: Phone No.: I I Approved per applicable codes. INSPECTION REC Retain a copy with pentiit 0 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j (206) 431-3670 Corrections required prior to approval. COMMENT7)p 4 G 7_) 1,1)0 P 42- et 64//3 d-7 5 c..672, SewoM 2- i7rdc / 44o la /-1 c 4.4 /-.€5_1 e.f.27,4-e4-7z 5 4 tAsorl: ce 6 Inspector: A4ri_ Date: 11_ $42.00 REINSPECTI FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , e P� Type of inspection , Address: Date called: Special instructions: Date wanted: / / l( 747 Requester: Phone No.: 08 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. g Corrections required prior to approval. COMMENTS: /) f `( A3 . T Inspector: 11 INSPECTION REC Retain a copy with pb.hit e.4,1-4 "eh (.i0 cia-64 /boa ce dbe Date: ,U>G —mil PERMIT NO. $42.00 REINSPECTIbN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule"reinspection. Receipt No.: Date: (206) 431 -3670 crfierk p inpf -i_ i e... Tyg Oglite is (k I t 1 i ( . 9 A rmq s s+. Date called: 1 I 3 9 - „........, Special instructions: Date wanted:1 1_ LI 9 - G P.m. Requestetae Gtn1/49h Phogfre ey b og q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECT 1 N NO. INSPATION REW - 7 - Retain a copy with perAit Approved per applicable codes. COMMENTS: 7:7 Date: $42.00 REINSPEC11ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 139(0-oocici PERMIT NO. (206) 431-3670 Corrections required prior to approval. Project/ gp .'" s Type of inspec ' — q u a/ ', Address Date called: Special instructions: Date wanted: /� , d ie p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION REC Retain a copy with peryttit 11 Date: Date: Corrections required prior to approval. is' 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. `Receipt No.: bg t e7 s PERMIT NO. (206) 431 -3670 • r. ' act: pP of inspection: A dress: 93 S,1y V.\ Si— Date called: ID — t 1 -cir'1 Special instructions: Date wanted: Q IQ -1 -- 1 P.m. Reque t er: Phone No.: q^ nn ""t l` — C el( n INSPECTION REC Retain a copy with pbridit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (1 I,, A. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: icIbtfeLxy $42.00 REINSPECTION ' EE REQ MED. Prior to inspection, fe: must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: . i i-e ar1 , hea4-1, tiff C. 3-- ‘ga 4 -e-e9cf ° Ks . 2 r •) .4-- CI c A- Viri S LiO 46 \ heeit,i- 4 /".; '' e-C4" 4 , ' - - .,‘ 4 .c / ' , . ./ _:. ,.. s „ , . 3) 0/3i s` 5 1,-, 0 , 7 - ,..- /4.6,— 2! a C c A.(4t 50 Ly 5ii„e, t. r )' A 5/4, t_c.: $¼75 A..... . Phone No.: 60 / - ( r I / , • Ae-N / P oject: la 1° alli i . • A T . se of inspectipn: it MAL AII c D i \L\b " Date called: 4111 Special institictions: l i s \a Ca_SLQ Date.wan n11: ID - - ' 14 c viaienT. Requeqt e ---1-Q12.— . Phone No.: 0 INSPECTION RE Retain a copy with plftihit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o( INSPECTONO. 11W9 RMIT NO. I • (206) 431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: .L.d .111A $42. EINSPECTI :N FE REQUIRED. Prior to inspection, fee must be paid at 6300,Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: • • 1+ :■1 \ ti t L Qom, Type o ins asY-Nk_r\ ..3l_SVN Address: 1 �` Si. Date called: A w M 1 " r Special instructions: P Date ted: " —C-t� a.m. P.m. Requ ter Phone o : INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Q 40 - kO Inspector: INSPECTION REC Retain a copy with p ►r P RMIT O. (206) 431 -3670 Corrections required prior to approval. 0 ✓ f�2 -y! °_ _ 1 Date: ."7" Q $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Vitt-4 FP o 1 v-s TwAS,retcgocmi 1 4 0 efe 5 1 Lig 6 _ r — Date called: g ,. 20 _ Special instructions: P1/47-1-`i • -AA. ?i-& 5e Date wanted. _ 9 ..../ p.m. Requester-To .,.. s (fi le if. 1 t JA69 - . Approved per applicable codes. Receipt No.: INSPECTION REC Retain a copy with !nit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C. MENTS: • Inspecto Date: ?,&4'T7 1 /fl/ PERMIT NO. (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • t,ft,L....*1 Project: � it,,t9 1,-- Type of i WO -77;t ' Address: Date called: Special instructions: Date wanted/ 9 r ' p Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: -Entgigy et A 9 • 7 Fle 91 (•r. /4 Zi lei /ha L r - J 0 s , s Receipt No.: INSPECTION RECORD Retain a copy with permit [1 "r (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 93UTyt.tlmd#s:i.�2!f..u......i. „1fv.. ik_a wid.-Ka-,..ISFi,i xc�llai� COMM ENTS: , . ,ZW= — .• - ./ LeJe-ei .., A/04,; / e, r i a 0,- ,-6._17=p.1., R., e•••• .7e; S. /4 '( h 70 2_,.4 ( Date wanted:6_6_ 7 ajz. 6_,G,4. // e' 4 ._..0,4 0 .-"ti ,fr AA:€.01 AC_ Phone No.: t.-1 GC? G.) 1 -- 1 - ) C_e_.,....:76,./40 _ ;:-..^1 1 rr'S ch.,- a....07 t )7 eg., ---- , /,, , v 4 _.,/k4 ,,, e2 Project: LA A. ,etio,e_T Type cfAspection: P:24-s-).7.- Address: Date called: Special instructions: Date wanted:6_6_ 7 ajz. Requester: j;l S ,... Phone No.: t.-1 +44)1Z,6; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: $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.: 0 INSPECTION RECORD Retain a copy with permit Date: • PERMIT (206) 431-3670 Date: le • COMMENTS: // /0 (/' S. e " 4t ( l e vhl- 5 g kmA COP? ) C�2.7.<1 , ~ v5.114.__ ! ✓ el/ G/ 6% S ,A4 fr 44 I,..e)e-, z_e...e.,//s p 47.-_,44.,-, , /A,i i 12 e 4 . e ---A-697,4 sD /4e-e 5 0 i/ d( WV /`)- , 27 f7' Date called: e:,-.4---, ,', rey-fr,,.7, cow 4 J / - , ice- d# , _ 11 (, ez/f r Requester: Phone No.: Project: ��P ,(2 ! `b / : v'- Type of inspect �i7l�A. ' /J C / , ?14 4 . - .4 Address: `.'" Date called: Special instructions: Lit ti/ c ` / / Date wanted: _ y C� / (� r a.m. Requester: Phone No.: ..,c.T•�vtt�n_ -•.r.. misswnrmm� '— ,rane�.wnc......�....k.,n v..n...,� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. Date: ` $42.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: r . - ... or , ' ' e • : . . - . Ar gffplit Special instructions: - . Date wanted: .., ig---26,_ an Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #109, Tukwila, WA 98188 CO MENTS: Inspector: | | / . INS TION NO. cApproved per app codes \ INSPECTION REC041D Retain a copy with permit ' (206) 431-3670 Corrections requ prior to approva Date: �� . ~~ ==-,= $42.00 REINSPECTION F E REQUIRED. Prjor to inspection, fee must bo paid atG3OU8outhmoNmrB|vd, Suite 1OO. Call to schedule reinspection. Receipt No.: Date: • Project: 4 - _ A. 2... Type of insp - cti a n; / / .1 , 110. ....A.. • A ....• ••■ -A....11114.1 .6. Are' AddresA 1 0 , 1 /1 ttt Dat: called: • AI Special instructions: Date wanted: v /a.0 Ce7r)i. p.m. Requester: 04 Phone No.: I /6 9 COMMENTS: Inspector: I I fAL INSPECTION RECOQ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Date: 3-2e-96 $42.00 REINSPECTIOI( FEE REQUIRED. Prior to inspection, fee musl be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date • . . 69'6 -ooq9 PERMIT NO. • (206) 431-3670 COMMENTS: NNII as 'Sil\ e. IOLAAJS , ezv..,,, ► rJO ► 0n1 ZIlPE . FOlrNDA t) wi"cl-1... it 7 C V.-.7c .o SS S (AP eOttZ 1 A S1OG 14- (-1 TO ft 13 AIL is CV.E" P+ C C.c"1Pi 8 t t` P LA tJ S cam` C. mA r v L. , .D a rya ?Uri cz►AcLZ iT „a, 714 WC' A &&'trNsP. t 4,='. ,°kAoJ C,m.` 1=10..-0) 1-36A-4 2. A) at tI,r 12`, viALJ.- his (),\' . tA0-: (I-k � — mfri r5E ~.0 .dam EI.,.o vA G art wb ►....- •k.1GN`C . ,Q v - f'AA.- o.rva& L CV--- Yw.v -e 6.111 "CO G0te' -- (M'E'. C\ Q' T7�i� -err i � ) Typ� o Ir1� m t�n: W ` G G __ _ qb elA s `t O J Date called: O _ `'& 9G Special instructions: knit?,`. Q. 2 M _ ` CT bIST J M►t� Bow (II-it-2015 Date wantec? _ b o _ p.m. Requester: 7\0f_ 0f_ S L )J-1 J Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit ....` ... Jae !...�k._At..7.1f.�`:•.e!!'.. I-Y :M. 15.1c YL2wt'w T ✓5 . 4 ..C..11it'v1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: 3 it b! ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dater V fat: F izopegry C o g ' ' , 14c. Type of inspectioho Date called: lt52.t, s NC S-r- Special instructions: .,.. , ._ / - / / ---3— Date wanted _ 13 _ 9 c _ <-- Lain, p.m. Requesteri2- a ; IA) 61 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. - -- .1. - 1 INSPECTION RECO Retain a copy with permit Eft& - cosq 6 ? 64, PERMIT NO. (206) 431-3670 CO MENTS: ;.; Inspector: Date: k■ I Corrections required prior to approval. ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, lee must • be paid at 6300 Southcenter Blvd., Suite lop. Call to schedule reinspection. Dater' Receipt No.: Y Location: 4028 5 148 ST/LOT 2 OF FUTURE IlNGH SHORT PLAT L95-0041 Parcel #: 004000-096/ Watercourse: Wetlands: Y Sewer: N/A Water: N/A Contractor License No': A]ROCL6]00PD TENANT VIRK PROPERTIES CdRPUR&TI0N INC Phone: (206)683-6I14 3010 128 Wi.NE, 8ELLEVUE, WA 98005 OWNER FIVE C INDUSTRIES INC 18124 RIVIERA PL SEATTLE WA 98}66. CONTRACTOR A-1 ROCKEY LANDSCAPE SERVICE Phone/ 206 083-6114 3010 128TH AVENUE N.E'i BELLEVUE, WA 98005 . CONTACT JOE SINGH ' � • Phone: <2Q6)246-3782 18124 RIVIERA PL SW, SEATTLE, WA 98166 4,*+**+**^++.A*+*4:+*A*vA+*^+****+^*^4.**��*+^^***4 Additional Porm�t'D s intion: STORM DRAINAGE FOR IFR @ LOT 2 OF FUTURE IINGH SHORT PLAT. 95- 04l W/PR0VI3I0NI FOR STORM DRAINA- GE FOR THE REMAIMINGLOTS OF�THE FUTURE SHORT PLAT AS-BUILT:STURM DRAINAGE PLAN' W/RECORDED COPY OF THE STORM DRAINAGE EASEMENT IS:REQUIRED PRIOR TO FINAL ,SJGNOFF' 2 Existing Square Feet: Additional Square Feet: New S a` Feet: �e : Inspettion Fee:. I5'00 Acct 412/342'400 Check .mck Fee: 10.00 Acct 0O0�]45'830 , '` TOTAL FEES: King County' t� V l e� ��'C n t u ��n 00 �g oun �r 7 ua on� a u p s r � � . wa*** I hereby acceptthis permit and agree to abide all applicable sections of the City of TukwEla Municipal Code. We agree that the City of Tukwila shall be held harmlesufor all or'any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a re-application and rejsuoanoe of the permit through the City at an additional Permit No: PW96-9201 Status: ISSUED Project: VIRK PROPERTIES Site Address: 4028 5 148 ST fee STORM DRAINAGE THE APPLICANT MUST NOTIFY THE CITY •INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 .HOURS IN ADVANCE-' TO SCHEDULE AN •INSPECTION CALL 433-0179. Signature: -(^~� +**v +**�*^*��+�w+*�+** �+�**�*�* APPROVED FOR ISSUANCE BY: JJS Final Inspection Approved: ~-~_-~--~.~, ' Issued: 07/19/1996 Approval Letter: 07/1513996 Expires: 01/15''1997 . � Date: *440.++1,+4++4A Issued Bv; Date: Authorized Permit Center Signature ***vw«w*+*w***.4**^***+»***^**^*a****^**++***=+**** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Inspector Signature Date CITY OF TUKWILA Address: 4028 S 148 ST Suite: Tenant: VIRt. PROPERTIES CORPORATION INC Type: PW -SD Parcel #: 004000 -0961 * *•4.4 4•k k•k k k k k :4 k'k 4•4. 4 4.4..,4 :4 4•k'k•4:4:4 •4•4•4 4 4 *•4 4'* 4 *•4 4 4,4 4.4 Permit Conditions: 1. Temporary erosion control measures shall be implemented a • the first order of business_ t!? .prevent edimentation off - site or into e, :i_•tiirg ,.. tor.. .'1 tineel 't�;ci,l.itie :. 2. The site shall h a:re 'oerrt.ne�rtt• erosion � : +yntrol_ ,rnt :ur•es in : place as coon u o o i b 1 e} of f er• final gra' i rig.;ha,s• been completed ancf rfor to the Fi!ntal' Inspection. 3. It is strongly recommended that storm drainage deSi' ns be cer•tified a licensed entlineer; other•wise. the owner assumes,liabl,14ty'r the °•'cie: s ign and aitx related damage, 4. All p,i'j,ate storm drain pipe 'shall be either concrete Or. r•einfor ADS pip. Tr•eited corrulaated metal pipe be usedf,+r•;detenti.art fac.iliti.e_.. 5. 'tor• {, - ';attect,f.ng 'traff.ic t'low: :h l l be closely coordinated with; th.e'`"l tv .;Ut i l i t f:es• In_ e•. tor-: Traffic Control 01 •P 1'ana rh I',1 be submitted t �the-•I�i::r�ector for prior approval,.. 6. PRIt7R TO'F 'SIGtVFFr-. 1 T.SHPLL ,. 1i8?IIT AN S4lU,ILr UTILIT LAN:`'W /C:riFY.. r)F• P'CCORZiED- .:.TOPM- DPAIt' 'SE EASEMENT.' Permit No: PtI96 -0201 Status: ISSUED Applied: 02/22/1996 Issued: 07/19/1996 1".; 1 CURfi CUriACCESS/SIDEWAt-x (- Permit No: PW96-0202 Issued: 07/19/3996 Status: ISSUED Approval Letter: 07/15/1996 Project: VIRK PROPERTIES Expires: 01/35/1997 Site Address: 4028 5 143 ST Location: 4028 S 148 ST Parcel #: 004000-0961 Watercourse: Wetlands: Slopes: Y Sewer: N/A Water: N/A Contractor License No.: AlROCLS100PD TENANT VIRK PROPERTIES CORPORATION INC Phone: (206)883-6114 3010 128 AV NE, BELLEVUE, WA 98005 OWNER FIVE C INDUSTRIES INC . . 18124 RIVIERA PL SWSEATTLE-WA98166... CONTRACTOR A-1 ROCKEY LANDSCAPE -SERVICE ' • - Phone: 206 383-6114 3010 128TH AVENUE BELLEVUE, WA 98005 CONTACT JOE SINGH Phone: (206)246-3702 18124 RIVIERA PL SWSEATFLE, WA 98166 • 14 * 4, ****** 4 * .41, ** 1.4 . 1,41444 ***** *4 )k • Additional Permit.Description: ACCESS DRIVEWAY FOR NEW. RESIDENCE @ LOT 2 OF FUTU- RE SINGH.SHORT PLAT L954041 INCLUDING FIRE ACESSI HAMMER HEAD TURN AROUND FORTUTURE SNORT PLAT. Existing Square Feet: Additional Square Feet: New Vare Feet: Inspection Fee: Plan Check Fee: - 15.00 • 10.0.0 • TOTAL FEES:. King County • Value of Construction: .00 *************4,11 I hereby accept, this permit and'gwee to abide all applicatje sections of the City of TukWila Municipal Code. We aaree:that Of Tukwila shall be held harmless for any claiMs arising as a result. of this project. Permits which have 'lapsed beyond the expiration .date 'shall require a re-application and reiSsuance of the permit through the City at an additional fee THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. Issued Final Inspection Approved: Sianature: 4 Date: -44-4-4-4-4 k . APPROVED FOR ISSUANCE BY: JJS BY: Authorized Permit: Center Signature ******A*********40****A4*4********11 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. / D L(3 Inspector Signature Date Acct No: 000/342.400 Acct No:..000/345.830 k******Ak****44*44flk**4,44*.A.1,****-kh***Ie'W.4 Address: 4028 S 143 ST Permit No: PW96-0202 Suite: Tenant: VIRK PROPERTIES CORPORATION INC Status: ISSUED Type: PW-CCAS Applied: 02/22/1996 Parcel #: 004000-0961 Issued: 07/19/1996 kiCe* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business A:LI : prevent sedimentation off- site or into ta cltle: 2. Driveways shall compilyWith City reSidential,standards. Driveway widthshaIT'beaj0% minimum and 20:!-':Maximum. Slope shall be a maxirnum of Turning radii shall 'be a minimum of five feet. FIRE AROUND YOR FUTURE SINGH SHORT PLAT CAN BE CONSTRUCTEDAINDER THIS' PERMIT.' - H 4'. Work af:fectinq traffic be closelyoordinated with the Ins'bectOr.. lans shale submitted to tiler:inspector for prior-approva:l. J TheISAte:::shall have permanent erosion control Measures in place/as:soon as possIble after'final grading has been cial*letedand, the Final Inspection. , . •• • • CITY OF TUKWILA `. • Permit Na: Status: Project: . Address: Location: ion: Parcel #: Wetlands.: Contractor: TENANT OWNER CONTRACTOR CONTACT Permit Fee: Plan Check Fee: 'Other: Total :Fees: Is.sue.d Bv: PW96 -0203 ISSUED VIRK PROPERTIES 4028 S 148 ST 4028 J 143 ST 004000- 09 Watts ocur'_.e: '.!lope:.: Y A-1 , SERVICE ► r C. >i -1 RCrC1'.E'r LANDSCAPE License roc +.. r'.1RCtC.L r'1 t`t1F' D VIRI :. PROPERTIES CORPORATION INC 3010 128 AV NE, BELLEVUE, WA 98005 FIVE 0 INDUSTRIES INC 18124 FIVIERA PL SW, SEATTLE WA 98166 A -1 ROCKEY• . LANDSCAPE SERVICE 3010 128TH AVENUE N.E. BELLEVUE, WA 930.0i5 JOE - SINGH • 18124 RIVIERA PL SW, SEATTLE, WA 98166 AAA** k k 'k •k AAA* 'k 'k k 'k 'k k 'k 'k 'k *A 'k •k 'k k 'k '.k AAA :k k :r •k •4 A4 AA :4 :o •k k 'k •k 'k 'k 'A 'k •k 'k 'k 4 k k 'k •4 ,4 •4 •k 'k k k :t• :4 Additional Description: LAND ALTERING FOR CONSTRUCTION OF NEW SFR THIS PERMIT COVERS ALSO TRENCHING tt BACK.FiLLIN& FOR UTILITY LINES FOR FUTURE 'SINGH SHORT PLAT... Grading/Fill (Yard_.) -Cut 50 Fill: 50 Total: 100 22.50 15.011 37 .50 'k •k •k '4 'k 4 'k 'k •k 'k 4 , 'k k :k 'k 'k •k 'k 'k 4 •k :, 4 ;k 'k 'k 'k k 'k k •k :k • k'k ik k 4 k •k 'k •k •k * 'k 'k k •k +i. k i k •k • , 'k •k , k 'A •k A •4 •k k M 'k 'k 'k k k •, I hereby :certify that I have 're?ad and e::a :ui•ned this permit and know the same to be true and correct. Al 1 prx''i_ ions of law and ,ordinances governing this work wi l 1.' be complied with, whether specified herein or not. The granting of this permit...does not presume to give authority to violate or cancel the provisions of any other _.true or. local laws regulating construction or the performance :of work. I . am author'i :ec to sign for .arid obtain this Land Altering permit. This permit shall become nu l 1 and void if the work is not commenced within 130 days, from the date of i_..+uance.or• it the wort: is suspended or abandoned for a period of 180 days from the last i n s p e c t i o n . THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF CONENCENEUT AND COMPLETION OF WORM :; AT LEAST 24 HOURS fl. ADVANCE. FOR AN INSPECTION CALL 433-0179. � Signature: "_ . Date: •4 •k 'k :4 4 •4 .4 'k 'k '4 •k 'k 'k k 'k 'k •k * •k '.4 •k 'k .k ..kA. k •4 k k 'k 'k :k 'k •k A ;4N .k k' k •4 4 A: 'k k A •k k •k 'k •4 N '4 4 •k •k A k :k A. A. 1'.4 :k F •4 :4 k :4 •: •4 le :'. •.. APPROVED FOR ISSUAI'NCE: JJS. Ja Ctith4)-- Date:1 Author Permit Center Signature •k •k •k 'k k 'k 'k k 'k •.4 •k k 'k 'k k •k k •k 'k 'k •k 'k k . k 'k •k •k 'k• •k •k 4• •k 4 'k 4 •k '4 •k •.4 •4 4 :4.:4 '4 'k '4 •k .4 •k •4 :4 •.4 •k• 4 •4 k 4 •k 4 •k •4 k •4 •k 'k •k 'k •4 4 •.4 4 .4 k . k .k 4 .4. 4 I hereby certify that the permit holder whose name and ad:i"i' ss rr rs Q : on i;pl .ii this record has satisfactorily met the _standard_ and condition: for this project approved herein. Final Inspection Approved Env: Inspector 'Signature LAril: ALTERING Date: Issued: 07/19/1996 Approval i Li t t.°r : 07/15/1996 Expires: 01115/1997 Phone: (206) 883 -6114 Phone: 206 383-6314 Phone: (206)246- 3732 Account No: .000/322.100 Account No: 000/345.830 Account No: '000/386.904 Valuation: .00 4 4:44 4 444 of .4 .4 Address: 4028 S 148 ST Permit No: PW96-0203 Suite: Tenant: VIRK, PROPERTIES CORPORATION INC Status: ISSUED Type: PW-LA Applied: 02/22/1996 Parcel #: 004000-096S Issued: 07/19/1996 4 * *** ** **1 4 ************ ** * ** 4 *****A *A* **4*4-4*44 *** **** . 4 4*41-4 , 44* .WA — W* ** 1.1, —* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to-prevent sedimentation off- •• .• site or into existingstorM Araipagejaciljties. 2. The site shall haue erosion'control measures in place as soon ,as possible after final grading has been completed and,:prior,to the Final Ihspection. , • .:,. Hauling over'' 50 cy Shall 'require application for - a Haulina Permit prior'to any'assOciated actiity: 4. APPLICANT,SHALL OBTAIN SEPARATE 'WATER PERMIT FROM WATER , DISTRICT f25,@ 242-9547. 5. APPLICANT SHALL OBTAIN SANITARY SEWER PERMIT FROM VAL VUE SEWERTISTRICT'@ 242-3236.: 6. ALL ,POWER & COMMUNICATION' !E;HALL BE PLACED UNDERqR00,ND', "- OR APPLICANT SHALL APPLY FOR TO UNDERGROUNDING' FROW:POBLICWORKS. 7. The 4 owner ihall,s..ign a Water System No-Prnte.rt AT:',,e,ement'for futpre2 thee'X-i'sting defici'Jerit,, , system priorto„the Final WAS S:IGNED Ok COPY vAlw i no , . ...-.„ „ 1■''.i -. ,', - , . • .! ' .,....%_ . „ .. . a . .., .. , ;1 . • •••• ...0 ` ••,,'. •,',. j t •, ; . .,•, ' , s • ' 0'7 '1 0, 0 ' '... !) , •,. A'r r ,..".. .:. ..S1 .. < ,,, •?, ‘• , : • ,, r \ • ‘ ,•,' :•• 1... , t.., '' ,....„,.p, . 1 .1“!Pct, i' CITY OF TUKWILA ,.......— '?;i TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: July 15, 1996 JSS /j j s PW96 -0201 PW96 -0202 'PW96 -0203 Attachments a/s City of Tukwila Department of Public Works Curb Cut /Access Storm Drainage Land Altering NOTIFICATION OF UTILITY PERMIT ACTION SUBJECT: Virk Properties Corp. Inc. New SFR (Future Lot 2 of Singh Short Plat L95 -0041) 4028 S 148th Street Project No. P96 -0018 _ ANtl"eck` NO E96=0`0' `9` Activity Nos. PW96- 0201,0202 & 0203 Contact Person: Joe Singh Phone No. (206)2464 -3782 cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) Total: $ 87.50 John W. Rants, Mayor Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 15, 1996: Permit Fee $ 25.00 25.00 37.50 Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. If any questions, please advice 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 I HEREBYZERTIFY.THATtli, 1:1EAp.:: 'ApepciaTioN,App, ; :i, g Applicant/Authoriz : d , , - As -n Si.n. r-* NW Contact Person '.„, riar_en): A i 7 AZ ._,„„Dif Vi ( Pe i , Z-G l ' UV r2 Print Name:, e: L c.__, (M-r ti * _(plir_t_i Address: f7 Z4 Date: (6T 0 Phone: 1 2_/-1.. L 6-7(‘' , --- , co_zez .... ki,e,ie, Phone: 2—'14 - 3 7g3 Date Applicatlon Accepted: sa0 Date Application Expires: S—a PROJECT ....... INFO RMATI Pro ert Owner: Street Address: '12f7 ipc_ A7 - 13(2.eGiVZCZ. City/State/Zip: le4, Engineer: Phone No.: Street Address: City/State/Zip: Phone No.: 7Y3 b/1 ./ Contractor: ci / 1 Street Address: City/State/Zip: King Cty Assessor Acct #:COLIOOD oct Oa Contractors License #: k /44Pd. Exp. Date: • • . PERMITS •::: 11,0 96 -0201 pi ci - 0,2,02 06203 1 1 5 1$; WATER:: MET .REFUND/BILLING::i.: MONTHLV SERVICE BILLINGS TO: O Multiple-Family Dwelling No. of Units: O Commercial/Industrial • .•. .••.•.. MISCELLANEOUS • • Wt) -00tH City of Tui.vvila rpix.. „Jon # q 00 Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433-0179 ROG -0201 UTILITY PERMIT APPLICATION Po'f Poe16-0203 Site Address: 40Z e 5 14 BT 11 Name of Project: COY JEL WEIZM Channelization/Striping/Signing tg1 Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vault) — No.: Sizes: O Flood Zone Control O Hauling jg Land Altering cubic yards O Landscape Irrigation O Moving an Oversized Load Est. start/end times* Date: O Sanitary Side Sewer — No.: Name: Street Address: Name: Street Address: 0 Water 0 Sewer DESCRIPTION OF PROJECT O Hotel O Motel O Office O Retail 0 New Building Square Footage: 0 Metro 0 Standby E'Single-Family Residential O Duplex O Triplex O Warehouse O Manufacturing King County Assessor's valuation of existing structures: $ e_ O Apartments O Condominiums • Church O Hospital Phone No.: O Sewer Main Extension 0 Private 0 Public P'Storm Drainage O Street Use O Water Main Extension OPrivate 0 Public O Water Meter / Exempt: — No.: Sizes* Deduct 0 Water Only 0 O Water Meter / Permanent — No • _Sizes* El Water Meter/ Temporary:— No.: Sizes* Estimated quantity: Schedule: O Other: Phone No.: City/State/Zip: Phone No.: City/State/Zip: O Other: CITY OF TUKWILA FEB 20 1996 PERMIT CENTER RECEIVED FEB 20 1936 TUKWILA PI II:11 wnRKR 0 School/College/University LO Other: 0 Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ 04/22/92 For a valuable consideration, receipt of which is hereby acknowledged, the Grantor(s), e /t-L , hereby grant and convey to the Grantee(s), /7 / tK-- , h successors and assigns, the right, privilege and authority EASEMENT pt f a. j e kh.� • to construct, improve, epair and maintain across, over and upon 11 C6 •• /1. ga County, State of Washington, to -wit: Grantor(s) ;It STATE OF ` 106 �� County of K n3 Legal Description of Easement for Storm Drain Line. The East 10 feet of the North 100 feet of the South 110 feet 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. 140_ Pei4e4 goq' ee-65;1re ,& The Grantor(s) shall make no use of the land occupied by said o except for tri In exercising the rights herein granted, the Grantee(s), _ hii successors and assigns, may pass and repass over said P �J y and may cut and remove brush, trees and other obstructions which in the opinion of the Grantee(s) interfere(s) •c%c�c s) with Cum <<l. The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. In Witness Whereof, the said Grantor(s) h t./ executed this instrument this 9/ day of ✓ Gc j /9 96 . I, 1 V -->i E F RallA X11'(\ of w{k %1,NI ph , do hereby certify that o this day of personally app tired before me �1�►LL 1-pOr\ 1 • described in and who executed the within instrument and acknowledged that voluntary act and deed for the uses and purposes herein mentioned. Signed and sworn to before me this day 1( Easement Washington Legal Blank, Inc., Issaquah, WA Form No. 1 2/89 MATERIAL MAY NOT BE REPRODUCED IN WHOLE OR IN PART IN ANY FORM WHATSOEVER. , feet to the following land, located in 6\-( 4 032 .9/4 ss. (INDIVIDUAL ACKNOWLEDGMENT) , Notary Public in and for the State o me known to be t signed the same as individual free and otaryPublic inandfort - State o;MM My appointment expires: Wei City of Tukwila Department of Public Works SUBJECT: Virk Property Corp., Inc. 4028 S. 148th St. Project No.: P96 -0018 Plan Check No.: B96 -0049 Activity Nos.: PW96 -0059 Contact Person: Mr. Joe Singh Phone No.: (206)246 -3782 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: March 18, 1996 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON March 18,1996: PW96 -0059 Land Altering Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s c.f.: PW Utilities Inspector (copy of letter, application and plans) Development File(copy of letter, application and plans) PERMIT FEE $15.00 Total: $15.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fate (206) 4313665 Applicant /Authoriz =d Agent Signature: Contact Person (print •name): �r�- �� 7474 . i Print Name: �� t� (/�� - /1 Ad dress: [ 7Z �t , Date: (, / lb Phone: 7 4 - 7 'Z- , P,' ,e ,447,437/ Phone: Z - 374 5 2 Date App icat n Accepted: a I aO 1 /1 p „ Date Application Expires: S-ao , (ii( .ORMATI: Name of Project: Property Owner: Street Address: 3Q /d ._L2 57/; � iUEST: __ ❑ Water ❑ Sewer DESCRIP "PROJECT::: ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial HEREBY :CERTIFY :THAT :;1 City of Tukwila Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address:' 1 Engineer: Street Address: II'' Contractor: i"/ I GG�- 1 GG(� Street Address: King Cty Assessor Acct #:(Z014000 ogia Contractor's License #: Pi / i / 2, Exp. Date: ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: 1 -0057 0 Flood Zone Control j/z4 r ` Land Altering c fi N cub yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: <`. MO NT S E RV It City /State/Zip: Phone No.: City /State/Zip: Name: Street Address: Street Address: UTILITY PERMIT APPLICATION ❑ Hotel ❑ Motel ❑ Office ❑ Retail Ai 5 _ � ,i City /State/Zip: IdZ,, e-P C r Phone No.: ❑ Metro :.>;:.;.:.<.:<.:.;.;:.:;;; ;:.;:;.;:<:<.:;<;.;::;:.:::.:;: ❑ New Building MISCELLANEOUS Square IN. FO:RMATION Footage: King County Assessor's valuation of existing structures: ❑ Standby L'Single- Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition $ 1CAT1 City /State/Zip: ❑ Apartments ❑ Condominiums iKJ Ap Phone No.: • ❑ Other: 9cRo Phone: (206) 433 -0179 • .• . Co r • �_ L ea`, Phone No.: I/ L( Phone No.: ? 3 6/19 . City /State/Zip: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage Sizes: ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: .Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary: - No.: Sizes Estimated quantity: Schedule: ❑ Other: ❑ School/College /University ❑ Church . ❑ Hospital ❑ Other: . Square footage of original building space: Square footage of additional building space: Valuation of work to be done: • $ SAME> ? 04/22/92 . TOPOGRAPHIC MAP 1 Pe No: Status: Pr oi ect : Address: Location: Par t: Wetlands: Contractor: TENANT OWNER CONTRACTOR CONTACT **.4.** * PW96-00.59 ISSUED VIRY PROPERTY 4028 S 14a ST 4028 S 148 ST 004000 0967 LAND ALTERING Watercourse: • Slopes: Y VIRK PROPERTY CORPORATION INC License No.: SINGH JOE 4028 S 148 ST, TUr..W,ILA:WA..98168, FIVE C IN0UT?IE IC 18124 RIVI.L- 7, .RAP.CW, .CATTLE WP 81t6 VIRK PROPE INC 3010.1 AVE',.N 98.005 JOE - V •-! •!t . - . 18.440IVIERA''. SW, SEAT TIE WA 93,..(6 4,k*,:ii,:k. - „ Additional:De:scriptton': -- lot onlv Gi F 1/11 rd s ) -Cu t : „ P' 0 F i 11 .......! . - PermftPee' -• ,'. 11-5-.00 ,..!,- Account ,--- Plan 1 het.3P.,YFee.: ,,.!' .- Account ■' r ' ' 1 Hkther: ,.,.. i''''-' - 7- , - ,. A'ccount r Tc•ttal..;;Fees : i: ,, `: .,.',•-----... 1 5-:; 00,, > .,'', ' ' • Va I uat:i on : ! • •„! -,.. :.,ii . k . A . 4 . A . A . .A .A . i , k .A. 41.0 . 4. . 4 ' " . . . ' " 4 . 2 . . 4. : . ki.A. . 4 . :4... A .4. . 4: .4.. .4. / k .k.,A1A,;.4 .4. . . A .k/, .4.k . , :.4.... 4 4; * 7 , k: ;;. k . .4 A .4 . A .A A. .4 y, A .4. .A. A 4 . ; ! # ,. A .k.bi4*4. .4! .. :•,. ,t .,._- / ..., _ 1,::•: Y=H1 I her e b tk A.'. e r.tf f , v t h st t i 4 ., i.. e a A ,:, ..a.il d !!,e.' a m n e d 17.h i s perm i a n i.1 n Ow: t h e ',5 a Ille ..•,,,.. ..,,:„... • ....., / ..\,‘,. ,. - .., - !•,. „ • t b o e ti an d ' 'ci,o r . 'ect..".:; , f A.1 li p ot --- -;..Itie and or d i n sInces.' 0 e r ;:z 1 ng th i s wo r • k w i 1 i t b e . - c o,nii) 1 . ;,td w i CiPi." t h er 'sv,e'Cl i n c r ):7 0 t T I; e ,13!;-; an t ,rig of ,' ..• • .i' ' p:.-..; t periii:lt d,e..1..0%:: presume to give ;,aut1.70;ty e& co: the provision!k'of anP:bEheT state or 1ocW1aWs:regu1ati»g[cons,,ttict,4 or the performanc.e.'Aofwbil:„ '''.„1 am authorizedtos 'for..and Altering 1:rermitY This !permit shall beOoMe n611 if the5 is not commenced WItbin 130 daYs from the date ofyiSsOanceibr if the i lWbri:: is suspended or•::::abandcined fbr,a periodof 180d'iS frOm the:!'lasttnspection. .,:.: :.f.' ,''.\. -.--,..:.•,.,, , •••::-.,,,,,::, THE APPLICANT*MOU1OTIFY THE CIT OF COMENCEMENTHAND COMPLETION OF WORK AT LEAS;P*Jt,HOURS IN ADVANCE. FOR AN IN L SPECTION CAL433-0179. cire: . , ;7'- _ ............-.. ....! 34 ,igna , ,,,',,,, .,-,': .!.. .. -• :-. : ., D ,,..,,,,, !!.. %::.„.--,. - '.:: ...z....... ..4. k .4 ..s.• .. * , i.-k <e4 . k**4 - '4';'* - ? , A 'A 'A' 'A' 'k 'A'.:* :4 1 ; 4 ' :A' 'A' A *1( * * * * * - it 1, * , C•R '4. ...., , • • ,. . APPROVED FUR P:SUANCE: Il:3, S Inspector Signature Final Inspection Approved By: Date: Issued: 03/20:16 Approval Letter: 03/20/1 Expires: 09/16/1r. 206 833-6114 J'!Phone: 2 06 246-3782 00013221,00 N o : 000k3 0 11 0 00Q, 336 . 4.A*4.' 4 44:4 '4. 44 10 , 4 .****4*.4* 4. Issued 13,i. LC. Date: Authorized Permit Center Signature *4. -44:4-44..4**4(*******AM****4, 4. Ak****4 4. 4. 4 . .le**40 4 : 4 **X*A -4 . **** *4. k*h **' I hereby certify that the permit ho whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. ALY421:4 iMaget%0VM n. • 1 -Pe • CITY OF TUKWILA Address: 4026 S 143 ST Suite: Tenant: SINGH JOE Status: ISSUED Type: PW -LA Applied: 03/19/1996 Parcel #: 004000-0967 Permit Conditions: S ate land ltering permit will ***&1.**4*.4.i:iki -,,,: k • :,,,,4,1:4*4**4*A-4., 1. epar a be rquired f or gag. V', c,..,...t f' ''.=,,,;:=? ri ,,,I ■ '4, r., / Tj ,..; • ir, 4 .4' w., $....v ,,,,,. 1 ;,10I P / 1,, z;,,,,,,,:xh. :r. 1.,,,14.T....: s ' 4 , 1 '5 7 i i '' 0 . :::.;' '''''''..:::::—:;?: Ar 4 f" , .....0 ..;4 fi , ..:. ,- . 0 ., i; 11 kl, ?..„,.."-' .• -- " - ",-,..... ..,, .. ',. -/. / - 1:.; ) '''.,',..\ ,. ..• - 'Iv- ."- F " ./;■ IP' ,.• .ri ■,,, '—'--n.'.-4 W.■ 4 1., i1P ...".'•1 f t y N 0 ii '''' '' , ...,...,r4 ` ....z. 7 , 4.,.,,. \ 1 0 1 . 44 , 1'0 ,..,,!..,, ,.. 1 t, .■ % . __-..,.., ..r., j• .., , !, i ,!; :,,,,.., Acr ......, - H . s 4 \ ■ ' ...,.. . ."., ..0 t•. . ,,,',......."- ';',... ..,,,, '41, ,...,.„„..... „I; .` ',*,,t ;:1;■ ',..,:j:'--. 1 ; !,,1- .,..., • ": k. , ; 1 ::- . Z.' , . R :d '::• , ,....,,,k ,, .,-..f- , -,. .:_‘...!:-• ISSUed: 03/20/1996 ,..:.:.• ,k.,,,,,, .4/ ' ., .. ' . - . :=, E .:' ,4 ''' ' \ , -,:q■ ,.„, ..7i i.I0,:"1 !i • , ,. .. ,, 441., e,y . - / \ / 4" - ,, , , . ,, ...e.......,4 i `. 1 ', ...,.."'- ..„.. ..* - , „%'';'''. i V gl 1 Zs . ' 4 ,/ - / .? • • ,, F . ".1 ,,,, '•',1 f%; , VS% :.4:04;:•'°::' ':::* 1, ; ; . , 1 ::■. .:... ,,,,,, .; . : : : ,4:: ';,' i \ ;e .';' 1. t-y .,,....,..7,...,,,,,M, ..„ \ , .,. :f... ..,., i 4 .. ' 1' , ...,. ,. ; • . \ , ;.;:' :4i • 1 „ , .,' , :;\ 1 *ry -- --- N, i - . . . , , ,„ r ''', , •,,,:.".,;;""''''''' :' ::•,:';''; i ‘1 •:.,‘ :' '•. 2'; . . t Permit No: K/96-0059 • • T * *A4 **. * #fc•k: A4** CITY OF TUKWILA. *A {kA *A** * * * *•k* 1k RANSMIT Number Payment Method Permit No Parcel Na Location This Payment- / * ** * ** k *•A4 * ** **, Account Code 000/345.830 This Payment k * ** *k• kA f *•k * k *:A *A !� , 9 • + U *: +•A tkk • A * * * *••. *9k .4: *. *A:l* : 96003650 Amount: : CHECK Notation: VI : 1336 -0049 Tyne: 0- : 004000.0961 : LOT 2 k *4• * *•k *1A k•A * *�! *it•kh*i * *k•k *A ** *a4 **4 *tip/ *4,14** A'*ll* k ** Description',. Amount PLAN CHECK RES 548.28 Total Fees: 548.28 Total ALL Pints: Balance: CITY OF TUKWILA. WA * A** k 04 *04 **4.4 *44 *k * *44kk * * *,4*44 *04* TRANSMIT Number: 96003835 Amount: Payment Method: CASH Notation: JOE 'GENERA 548.28 TOTAL S48.28 CHECK; 548.28 4c * A4• * A *k { *A *+ r,* k*:•• t � CHANGE 4.00 54E1. 02/2 /r 7 ' 2862A000 13 :32 RR PROPERTIES Init: SSLO OLUG BUILDING PERMIT **4tkk **A * *4c*A *014:4 k•+• *•4 *k * *4*• rRAN$MIT 1.:396.'28 548.28 848.00 .• k **4 *.'•a• *.4*4 * **k4JrkA *,1 * * *Ok **t ** **d••* *** • r +l *A4 *k*4•4•y4**,'. *:44 *4*:4* TRANSMI•f *k * * *4 *A *A 4 * * *t f twi 15.00 03/20/96 16 :29 SI.NGH 1nit: MEV Permit No: P1496••0059 Type: PW -•LA LAND ALTLR1NG P; :.RMIT Parcel No: 004000.- 0967 Site Address;: 4028 S 148 ST Location: 4028 5 148 ST 'total Fees: 15.t)0 15.00 Total ALL Pmts: 15.00 Balance: .00 * *•4 *0 * *04 . * *4 * *k *A * * ** k•k *0.* *4*4 k** 4. **** AA4 *•* *•A44 * *•+• *:c:+•4 * * *a4** Account Cods: Description Amount 000/322.100 BUILDING -- RES 15..00 GENERA 15.00 TOTAL 15.00 CASH 15.00 CHANGE 0.00 3901A000 16:42 * *kk ****k * *kk **•A4 * *4 **4-*. *•4A *k *:4 *•4 *4*4S• *A * ** *A44444 *4.444.44:44* %. *A• CITY OF TUKWi1.A. WA q -� ` t TRANSMIT *kk*•k•A ***A*k **A * **llk**. *4`k``A **** *4 * *; *•k k *4**k **4.4:6.4:4 * *4*k4 *kf* *A* TRHP15MIT Number: 96004484 Amount: 25.00 07/19/96 12 :35 Payment Method: .CHECK Notation: VIRK PROPERTIES Init: SLi) rmit No: PW9G -0201 Type: PIS- -SC} STORM DRAINAGE�� Parcel No: 004000-0961 Site Address: 4020 S 148 ST Location: 40 28 8 148 .ST /LOT 2 OF FUi•URE £ 1NGH SHORT PLAT Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 **,*** k A* 4 k* olkA**s k* s44 k** a•• A*A*•**** kA*• k * * * * * * *** * *A*•A*A *Ak* *•k *;t Account Code 000/345.1330 412/342.400 Account Code 000/322.100 000 /30 Desct'•iption PLAN CHECK - UTILITY INSP FEE •- STORM DRAIN *Ak7k*ot *4 * *A4 *** * *k:l* ik* 4* ** *4 k *•it*• # k * * *A*4* ** * *4 * +k *f* *:4.444 *•k4 CITY OF TUKNII_A, WA > r � � TRANSMIT ***4.1l * *4 * * * *•k *•k* * * *4 *. *. *. A•* * *;l * �4k *k ** *k* #A **A * *k * *•k *k* * ** . 848.00 07/19/96 12 :34 Y Payment Method: CHECK Notation: VIRK P6PL.R•1'IE5 Irtit: £Ll3 Permit No: f396 -0049 Type: 33-111..D0 BUILDING PERMIT Parcel �'No : 00400'0•• 096 Site Address: 4028 5 140 ST Location: LOT 2 1 TRANSMIT Number: 960 4483 Amount: Amount 10.00 15.00 Total Fees: 1.396.28 1 This Payment 848.00 Total ALL Pmts 1.'1491J.28 I Balance: .00 1 A3.**** A* A* A*•; 1* A** kA*A* sii** k* Ak* A** i* Al * *k* •A k *kkk *A4A *A•kA **A* Amount 1143.50 4.50 Description BUILDING - RE9 STATE BUILDING SURCHARGE 1343 07/22 9611 TOTAL 935.50 P (3u3 1I al4(o • :4A*•%** *k:4** *k*h4kkA*Ak:\• ** A** 4. 7F•. kk*• k• kh• kkicAk• l•A *+:4•A.**Akkk•.li CITY OF TUI WILA. WA CI 03 TRANSMIT *A**k*** *4*** *•k *A* *k kk•i i*** k* kA *4* **44* *****h44*•4•A**44*A*4*4 .TRANSMIT Number: 96004486 Amount: 37.50 07/19/96 1 :36 Payment Method: CHECK Notation: DIRK PROPERTIES Init: SLR PtrIsmit No : PW96.0203 Type: P34 -LA LAND ALTERING PERMIT Parcel No: 004000- •096 Site Address: 4020 S 148 ST Location: 4028 8 148 ST This Payment 37.50 *k * **M * ** —, *: i* A* A*** *•h*A * * ** ;1 *A4A * * *A * *4 *.k444• ** *4444.4 "444 *44 *A4* Amount 22.50 15.00 Account Code Description 000/322.100 BUILDING - RES 000/345.830 PLAN CHICK - RES Total Dees: Total ALL Pmts: Balance: 37.50 37.50 .00 ***44** *h•k ***4*44**44 #4*4*1 * Y* **4 *4k4 ** *•44 * *:k*4*4*44' **•:k4:1*:i* Ah•A CITY OF 1'UI'4lIL.A. 1+3A kD 'Oo"l r TRANSMIT * *Ik.k**A'k.l**.Irkk•41c• **4c * h k.: A: 4khft •k:At:F;k•A *k***4'k**A *A * * * 16 *h*A TRA Number: 9600-1485 Amount: Payment Method: CHECK Notation: VIRK PROPERTIES _ --Init: Mi.�� °mit Na: P1�1`�6 -U2U2 SLB M- " l _ __- _ - Type: PW-CCAS CURB• CUT/ACCESS/SIDE Parcel Na: 004000 . Site Address: 4028 5 148 ST Location: 4028 6 148 St' Total Fees: 23.00 nc' This Payment 25..00 Total ALL Pelts: 25.010 Balance: 4k4 * *A * *1i444*4 ** * ** 444• dW**4•I, A *A * * *.F ** *•h:4 *a. * *A4 *A* * *,54 *A A **0 �4* Account Code Description 0.0 000/345.830 PLAN CHECK - UTILITY 1 1000 000/342.400 INSI' FEE .. UTILITY _ _. __..__ �13 7laaig(o 4 13 0 11ajlq(o Water System Proportional Fair Share Agreement The proposed development at: ii (address): '402 S 5 I 8 sr 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: r, k P - - t 6 9 . I/ 4 'e / • r si : nature) ' ' i f r i , �! I/.l• l�� / .. /i ei 'free . ddress nt name) City of Tukwila: Public Works Director STATE OF WASHING TON COUNTY OF City of Tukwila Department of Public Works i*-free and voluntary act and deed, for the uses and �i a " ''i, • ; . r ' J � � � sts . . 11, a � . et. N IRECE, 'ED JUL 1 51996 TUKWILA reeLI� vvc�t -u<s Date Phone • k ; a: i« . - vn l � is : a y• ?, . q , � y 1. • (parcel no.): 004000 — t/ c6c& • 03 City/State/Zip Code Date Ji ` instrumen ,and acknowledged that On this day personally peared before me JQI; I nd Qr individually) described in and who executed the wit and foregoing same as purposes therein mentioned. Public Att"1'01Ni MENT EXPIRES: John W. Rants, Mayor Ross A. Earnst, P. E., Director , to me known to be the ie shefthey- signed the Given under my hand apd official seal this 15 day of )L o ,1 , , 1 99 State of Washington residing at: -e -00 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 - 3665 • r...4i.. f" ? % . ; l . AU6 1 4 1995 DEVELOPMENT CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BYAPPLICANT) 1. Owner Name /Address /Phone: 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: 6. Area is served by: tAkAt L (Utility) 41 `$w t r- /Agent's SignatureL . �i� � Date: (Reverse side to a completed by water utility and governing jurisdiction) PRO # dJ - L to c)ct1 0) RECEIVED CITY OF TUKWILA FEB 201996 PERMIT CENTER p e . < , /,e) Agent or Contact Person /Name /Phone: nC.'r S A • 1(/24 Site Address (Attach map and legal description showing hydrant location & size of main): titf 5A' . G'zet,'t/ii '2,f.crt. 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ❑ Preliminary Plat Er Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑' Other. 3. Estimated number of service connections and meter size(s): 3 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 05106194 fhe proposed project is loc' within 3 &k -kit: fr �1 t { (City/Co 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 _, Ca 7 gpm at 20 psi residual for a duration of hours at a velocity of 13. C fps as documented by the attached calculations. I hereby certify that the above information is true and correct. - r 1 ZS a f2 -YCYK7 Agency /Phone PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one 0 Acceptable'service can 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) /J7Pi7 S /4itJ /VO- 9720):67 A'o< FtJTU/1 ac - /,vcri W, L NG /.v S. /jZ f7-" C 7THda 533 -o/77 ti Agency hone By Amozet. 4 .nr.,eie� Date 05/06/94 v❑" CERTIFICATE OF SEWER AVAILABILI yy� TUKWU 'UREIC ^r.:� r•.r ❑ CERTIFICATE OF SEWER NON- AVAILABILITY ❑ Building Permit © Preliminary Plat or PUD [B Short Subdivision ❑ Rezone or Other Proposed Use: [r Residential S.F. ❑ MulitFamily ❑ Commercial ❑ Other r ' APPLICANTS NAME . k '_- S r r , kI PROPERTY ADDRESS OR APPROXIMATE LOCATION VA° k ' k ' l'" I L ( b ' (c e% 3 LEGAL DESCRIPTION Le l ,; / ek. `7 g »I< t(7fie (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION 1. a.Ij Sewer service will be provided by side sewer connection only to an existing 4Y' size sewer oA) feet from the site and the sever system has the capacity to serve the proposed use. OR —1 S _wer service will require an improvement to the sewer system of: 11 (1) feet of sewer trunk or lateral to reach the site; and /or (2) the construction of a collection system on the site; and /or I (3) other (describe) 2. (Must be completed if 1.b above is checked) a.IXI The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.X 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 b.� or city. OR 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: K_ z e( t 6oul.o e. Iv A i QE e YL.tT t G aA__ I hereby certify that the above sewer agency information is true. This certification shall he valid for one year from date of signature. VAL VILE SEWER DISTRICT Ilan. ger, . J. Matel is or Inspec r, Steven Fletcher RECEIV I FEB 2 01996 Date RECEIVED CITY OF TUKWILA FEB 2 0 1996 PERMIT CENTER SANITARY SEWER AS-BUILT SEWER PLAN MAP /3 era Are," i e,Io LS /11/.! JJ00 rm .,' F P. POLE J /00 .ttr Aro,v 55Siu I • PARCEL 3 A.it4 7717 J/ t -. �A 4 Q 1 / l I � /, 22.00' I1A1 •ii9".d . I, 10' 1 4 .4/17' ,14.'17,: IA 40' Fo. 6174 /11, epI(o1oo4q ire. 4o „O. i) PARCEL / • a lid Jf 0% 40' • ,• • • I 42o0 - ly8 we s pRoposars. SPA.. ' PARCEL 2 A.I� am ',ze' LANE ttI ye.t2' .4.4"4".1 • 8•0, JF Je. /IC /,i/el'rJ'107'1V N/PWAY /NG LANL `I 12,40' L i 44/e7'3J' 07'W /00.40' for / A'CSP J80 /.W4' .00CO,PDtD 1700(7170 7/ •1032 J. Hon/ Jr MAP ti FD .rle /, /cue • 'a't 4 Alia • r0• 1. 4'/4/010.0 r!NCt /0f. /5 k' ci 2T 4- S F(. 1 I:' 1. 1 . IEQci t eco • O . /48 7/ L5 T. W17' ay' W ?c -tg) Aso p c‘ , p v/c/NIyy , NAP SCALE • / "• 40' RECEIVED MAY - 11996 • TUKWILA pUBLIC WORK:' RECE VOD 6\ ©. 199+ PD. CavC.,1m: /N CAJL W17N 04:A' .ftv. 8.07- 3.f FO. CctVC. det%W. 44 CAA W /rw O /JN. /3 IA 4'(J (CAP LJ /l1 /J IC _ 1 PARCEL 3 I 44t4 1 772 7 Jf :I t -• 0 /4 4'S7' 40'47' !V /'40' 47' 4/0 7'SJ'0,•jy /11. 40 04.40' — X/ /IS • re LINE e "re Pe. 11' 42 - ly8 SFP. PARCEL 2 .Uri• eid, Jo .oleo' for / ,resp J60/204 •rlco rodo a0002707/y 40J2 S. /407W Jr, • • MAP ti � l0 .rlAAR /CAP As !0/I M ti .rcrAr/.41/4 • re, ef' 4" /woo "twee Avr. /5 SAN M r*g)t' 5 G4.- PEaek FROf vuE SEtiIEP.. , D /5772/CIA £ERZ/4 O 4 - B1,, ?L• S Ele., • P - 4 1 ` ) J'�QLA 1 P-Gtj SCALE •/ 40: t evO so vsof1S.ck '0164 RECEIVE[ MAY - 11996 • TUKWILA PUBLIC WORK:' /o. cavc..aa /N CAJL W /7N01K •• 5100 22 'J /00 /3 1 M fQ RAW' (CIA 11 //1 /J Date: .171•/14/ f/fl ' 1o' 1 -- -� PARCEL 3 �RU • 771. sf tI N h ?7.00 t - ti ti k NO7 /11.80 41.40' % \moo o , ,y 1 . i PARCEL / J / 1 / .4.4.f..1 • /l P.14 Jf iJ I � I ti 21.170' ti FR 6171 nit Certificate No. 8 3 9 3 v o Is N I ,. fJlwlXCONNlVrAw 33 ss ¢ /41.10' X 17.177/X 14 5144•11 JULY 24, 1995 0440' PARCEL 2 10ti• 4t0! J• _ '7• .vo y 11R4/N6 17/V LANE real' 1 Ja.404 .V67'JJ'107 ,1' NO P1F* '& 'Are' "Avg t ..v447•47* 07•W /06.40' LOT / A•CSP J40 /I0R A'FCOA•D!D 104712707/f I0J2 S. /ION/ Jr. s. MAP JD JO rr / J 2//I7444 Ce ss C4 • ti �� FO •IlsAR tfs/ ar ias Short Plat Number • -ITT fKN //L 70I IF 4 • NooD FCN(L fart. N /4 TN s r 4o I0' NsrSJ' oo - 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 Map on File in V 1J Direction: T Scale: 1"- Stamp: • Page SCALE / "• 40' RECEIVED JUN 041996 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUN 0i1996 PERMIT CENTER of F.. Caw Arom AV CASE wag o .tM XIV. 4.47• .IIV. 5. 71. 7' 4•IVY•44• T rD. awn. /A9N /.VUJZ W /7N DISK. • 4 V 0 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #B96 -0049 (510) February 23, 1996 Re: Virk Property Corporation, Inc. - 4028 South 148th Street, Lot #2 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Fire hydrants are required as detailed in City Ordinance #1692. Thomas P. Keefe, Fire Chief For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. 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. 2. 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) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 3. 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. Thomas P. Keefe, Fire Chief All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 4. 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) 5. 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. (UFC 901.4.4) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 575.4439 Page number 3 L City of Tukwila Fire Department description of intended use. 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, cc: TFD file ncd The Tukwila Fire Prevention Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East •.. Tukwila, :Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544139 MAR -09 -1998 09:35 Re 010 or/ Of MRS o g �gga PEP oEN1E‘ Western Fiberglass. Premium One White Blowing Wool The manufacturer recommends installation as follows to act ieve the stated thermal resistances (R value). Blanket Insulation HH-i 521F) to Detain an Hauls R aF R -38 R-30 R -19 R -13 R -11 Ceilings Floors Walls builder: INTERWEST INDUSTRIES INC. nominal insallud �a 12' R-49 10' R-3a 61/4' R-30 3 516' A -19 3112' R -11 3c 1 c l L' Premium One White Wool (Attics) H ' wits I wlASI tGn.) Maws: minimum 18.75' 14.50' 11.50' 725' 425' Nominal waiprK pat paaMaM 21116. ws '/.r wSTY 04 Tiles IOW la" soon awe a+Mdww P.O. Box 27397 4340 West 650 South Salt Lalle City. Utah 64127 w are M aninage ni. r. q. R •- sv 1.100 36.67 27.3 0.675 21.3 W.A 0.430 14.3 69.9 0250 6.3 120.5 The tollowinp products have been installed in a000rda ce ri8h the above: R Value No. Pkgs. Type (bas or Blow fornmar //i P4-#' eot fies -9 /4(46 ""'"' Aker./ ii c ,(3/6 —ors '0 date installed by: P.03 TOTAL P.03 •• t . 3Z:£0 G6:61:6 PROJECT: 1,ESCR,IPTIONt .. t . : . 1 1 1, 1 I • ' I I .t ZO'd 331 HotIonaismoo "'reject No0 1g 134 Page i 1.4 w - pot eme..1 CONSTRUCTION TECHNOLOOIES Jan V. Rohl*, ro.r. 11661 sz. 1st Street 1 204 Bellevue. 1 46005 (206) 450 Taleph. (206) 450 -0501 FAX 8988 Ir9 9GZ USG Code Ng edition 801rI S6/0/60 r " RECEIVED ' • CITY OF TUKWILA •. ! FEB 2Q1996 PERMIT CENTER' 09/19/93 14:48 u . . J govot•oi AL -tom 01 1 (or) 1°r 01 a 206 641 8868 CONSTRUCTION TEC GRANS DEWS ON ?view x 101 q tl Lo) J n. 09 r 19. 95 03:26' PM a' T) • • • 1 :I .. 1 i .: • t: ;i; • is •i • it • •f it 44 ,9z:;o 56 •6f •60 r Al WIND DESIGN 031 H A y D E S I G N EXPOSURE WIND SPEED FACTORS "U" METHOD IX UAC 1994 00 MPH Qd• 16.4 PSP TADLH 16 - P 1w- 1.0 TABLE 16 -L Cc- 0.67 Ca- 0.72 Ceu 0.76 Cc1• 1.3 Cq- 0.7 Ccl= 1.6 +0.5 =2.1 P Co * Cq * Qs * Iw UDC SHCTION 1618 UDC 16 -C .._U!ie 16 -U P • 13.20 PSF p * 14.30 PSF P • 15.40 PSF P - 16.20 PSP P a 17.90 PSF < H < 15 FT 15 PT <U < 20r?T 20 FT < < 25 Pr 25 FT < H < 30 F'2 30 FT < H < 40 FT 15 FT < ; <20FT 20 FT <U <25 FT 25 FT <Ii <30 PT WALLS UPWARD ROOF eaves ROOF' UPLIFT - 16.20 P$1' 0.7/1 - 8.72 PSF EAVV UPLIFT a 15.40 LISP..,* 2 .1/1.3 = 24.80 PSP Pu : 2PT * 24.8 PSP • 49.70 PLF SIMPSON ANGLE A35 CAP. 5000 SPACING = 500 @ /49.70 PLIf = 10 FT USE A 35 AT 48 tN O. C. NAX PROJECTED HT OF THE STRUCTURE • 25 FT 1 TRIB. UT TO ROOT' PLATE hi 0 FT @16.20 PSF = h2 5 1''.r @ l 5.40 PSF 0.00 PLF h3 5 fir €14.20 PSF • 71.00 PLP h4 2 FT €13.20 PSF = 26 .00 PLF. TOTAL UNIFORM LOAD TO HOOF PLATE 174.40 .40 P LF LF 2 TRIM. UT TO FLOOR hl 0 FT h2 5 FT h3 3 FT h4 0 PT TOTAL UNIFORM LOAD 3 TRUE. UT TO GARAGE hi 1 FT h2 9 FT TOTAL UNIPORM LOAD 8908 109 90Z Z PLATE €14.20 PSF 013.20 PSP 013.20 PSF' @13.20 PSF - '1'0 FLOOR PLATU PLATE @13.20 PSF • €13.20 PSF • '1'O PLOOR PLATE v - 0.00 PLF 66.00 PLP 39.60 PLF 0.00 PLP 105.60 PLF 13.20 PLF' 118.80 PLF 132.00 PLP 60:01 G6/6t'60 SOd S) SEZSNIO Wd .9Z:£0 DEC 1994 W0.16 TABLLs 16 Z,16 N ZO NE ii* ,x • (c/1z - 0 4/) WtI = 1.0 C • 2.75 Rw . 6 Vh = 0.138 * Wt WHERE Wt = W(ROOP) + W(PLOOR) SNISNIC LOADS DL + ROOF - 10 PSP ROOT SNOW J 10 P81•' WnERE APPLICADLB RXT. WALL = 15 8' INT. WALL = 10 Psr 8 PSG' 1) LOAD TR?RUTARY TO ROOF pT,ATE ROOF LOAD WrDTH LNUGTE EXT.WALL 10.00 40.00 23.00 LOAn ( KIPS INT.WALL 10 • 4.00 126.00 9.20 B.OU 4.00 32.00 1.02 1.02 2 TOTAL ROOF` PLATE 2) LOAD TRIBUTARY TO OR PLATE 3) BASE SHUR Vb Vbs. Vb= 9 6:6 1, 331 N0I10f12115NO3 C F LU ROOF Pz.00R EXT.WALL EXT.WALL 1NT .wntz LOAD WIDTII 10.00 20.00 15.00 40.00 10.00 0.00 10.00 4.00 8.00 8.00 TOTAL FLOUR PLATE 0.138 * W(ROOF) * w(FLOOR) 6 . 7 1 KIPS 26 33.51 8908 E09 902 Z 15.26 LENGTH LOAD [ KIPS 20.00 4.00 23.00 13.80 126.00 10.08 40.00 1.92 58.00 3.71 33.51 4) STORY SHEAR PLATE- HT Pt l f XIPS HT * W f PLR CII 16.00 15.26 [ K -FT 3 f KzP 8.00 33.5 244.22 3.20 .. 268.10 - ...................................... 268.10 3.51 TOTAL 512.32 6.71 KxPS OG:Pt G6/61/80 3 f" EQUIVALENT SEISMIC UNIFORM LOAD tH4 , 3z: 0 GE). t :60 SEI stIC FORCR - IWOF LEVEL 3.20 KIPPS SEISMIC FORCE - mom LEVEL 3.51 KIPS WIDTH 00 STRC.B itWOF PLATE 8- 3 40.00 FT WIDTH OP STRC.0 ROOF 1'LATN W- E 26.00 FT WIDTH OF STRC.8 FLUOR PLATT! N- S 40.00 FT WIDTH OF STRC.Q FLOOR PLATE W- E 42.00 VT WIND UNIFORM LOAD ROOF PLATE N-G 00 PLF 174.00 UNirORM LOAD ROOF PLATE W -C 123 PLF 174.00 UNIFORM LOAD FLOC) PLATE N -S 88 PLF 106.00 UNIFORM LOAD FL LATE W -E 84 PLY' 106.00 WIND GOVERNS (Yli'' NA ROOF 174 PLF FLOOR 106 PLP SEISMIC GOVERNS YES /['Ngf ROOF 123 PLF MAX FLOOR 88 PLF MAX ROOF UNIFORM LOAD RATIO; SEISMIC TO WIND N -S RATIOISEISMIC TO WIND W-3 SASE SET.SMIC LOAD N -S BASE WIND LOAD N-s BASK SEXAMIC LOAD W -E BASE WIND LOAD W -D RASE UNIFORM LOAD RATIO SEISMIC TO WIND N -S RATIO SEISMIC TO WIND W -E ROOP NFS CHORD ROOF W.-2 CHORD ROOF Ni -S STRUT ROOF W$E STRUT FLOOR 0 -S CHORD FLOOR -S CHORD FLOOR H -8 STRUT FLOOR W -L" STRUT 031 NOI100211SNO0 0.46 / 168 PIF 280 PLF 207 PLF 200 Ai,F 8900 109 90Z Z 0.60 0.74 We /Ww L1 L2 174.0 20.0 22.0 174.0 20.0 22.0 174.0 20.0 22.0 174.0 20.0 22.0 Ws /Ww L3 L4 106.0 20.0 22.0 106.0 20.0 22.0 106.0 20.0 22.0 106.0 20.0 22.0 4A% 1014111. HORIZONTAL DIAPHRAGM N - S ROOF L1-DISTANCE BRTWEEN CL. 8 AND CL. C W - E ROOF I.2- DISTANCE SETWFEN CL. 1 AND CL. 3 N - S .FLOOR L3-DISTANCE BETWEEN P.L. A AND CL. C W - E FLOOR L4- DISTANCE BETWEEN CL. 1 AND CL. 3 19.8 PLF 23.9 PLF 79.1 PLF 95.7 PLF 31.0 PLF 38.5 PLF 127.3 1'LF 154.0 MP 20.0 22.0 20.0 22.0 OG:PT G6/6t/60 09/19/95 14:51 X4/2 z p� u 01P1.1 o t i - 1 • I O C ` 'P).1'1pLI •7 . Y� s a 206 641 8068 1LI P.07 I I' I 1P, 1:I ii I i= • • ' i 1!) • ! 'I • . 1:1 . I I` , . �ZI J i i og. 95 03:26 PM PO7 si CONSTRUCTION TEC I , 1 1 • 11 $ :$ 11 • 1 1 80 d ?id .02 I • 6 '6 '60 i L Fi lismemr• 14 10 $ 14. - % 1 331 NOI131131SNo3 8900 tto? 90 Z T4143 'it 1.4 tat • 10442:1 114.1.4.1•• x 10 4. 114, G40 • IG;b1 G6/61/60 14 4r00././POWIlm 60'd Wd 9Z:S0 S6 . 5! '90 • ill { MAX TOT.SHEAR Vmax WALL GLOMRTRY hoax L WALLS LENGT11 OVRRTTIRNING - 4 DL NALL OT. t►Lit DL ROOF T.w.PLR T.w.nooe L1 L2 L•3 L4 L9 L6 TOT L tMT.N O.T.M. R.M. MDL R.M. ROL R.N. FDL 1).O.T.14. C =T HOLBOWH FORCE DESIGN S • 8 - UNIT SBIAR 7 mAX $HBATING TYPE NOTES V1ssax hoax WALL LOAi)- Liain OTM -j RH - DOTH - CA HOLDOWN FORM UNIT saw. T 331 N0113l11SN00 ROOF C.L.A 1740 U 1.4 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 7840 2940 0 6733 481 481. k. 124 3480 a 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 N - 0 OTRHCTION R001P (!.r.. 3 564 129 ROAF C.L. c.' 1740 8 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 71140 2940 0 6733 481 481 b le. 124 1 • - }NdC!" S RO ROOF C.L l C L. C. L.G 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 3207 1069 MAX SHEAR 1+OHC1 r T O THE C.L. OF 'THE W WALL PLATT! 11EIGNT TOTA1 WALL L13NGTS (L1 t6) TOTAL DL AND /OR LL TRIBUTARY TO THE WALL WALL UNDER CONSIDERATION .Glair *hoax* (Vmax /L) ((0.5 *(Loin "2) *hoax *DLWALL)) OTM- ((R1MDL +RMRDL +RMPTT.) *2/3 ) DO'2M /T.mi n (C=T) Vmax /TOT L 8908 149 98Z Z ZS :01 66,61/60 5600 8 22 10.0 11.0 15.0 4.0 0.0 13.0 9.0 0.0 0.0 0.0 0.0 22 9 18327 3240 0 2430 14547 1616 2800 8 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 588 588 92 MP• � 014 Wd P `3Z' 0 '715 '5; 50 'I( I MAX TOT. 1H15AR Vmax WALL GEOMETRY hmax WALT, Lt7ADING DL WALT. DL PLR Or, ROOF T. W.1'T.R T . 39 . ROOF WALLS LaNGT12 L1 L2 L3 L4 L5 L6 OVRRTUENING HOLDOWN FORCE DESIGN T U 3 TOT L L MIN o.T.ai. R.H. (4DL R.M. ROL R.M. ;•'DL D .O.T.M. C T UNIT SDEAR v tnAX MATING TYPE NOTES. : Ynax b nux L WALL LORD - Lmin OTM RH nOTM C-T I HOLDOWN FORCE UNIT SUZAN 331 N0(i3naiS1 - w DIRECTION ROOF C.L.1 1740 I! /4 10.0 15.0 15.0 0.0 0.0 3.0 8.0 13.0 0.0 0.0 0.0 7.4 3 1740 360 540 0 1140 380 380 ROOF C.L. 2 1740 8 1 0 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 7253 725 725 te FLOOR c.L.1 247,9 8 15 10.0 15.0 15.0 6.0 0.0 6.0 4.0 5.a 0.0 0.0 0.0 15 4 5102 640 0 720 4275 1069 1069 C°Cn P 73 174 162 8908 1,9 913 !+LOOK C.L. 2 1060 3 10.0 15.0 15.0 12.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 10 lu 0480 4000 0 9000 -107 -19 -19 106 MAX $HBO , l'ORCAO THE G.L. - 01 iPRE FLOOR C.L.3 2429 1360 8 8 23 4 10.0 10.0 15.0 15.0 15.0 15.0 6.0 0.0 4.0 6.0 7.0 2.0 9.0 2.0 3.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 23 4 3 2 2535 5440 360 160 270 180 405 0 1045 5213 615 2607 615 2607 106 140 Q � WALLS WALL PLATE HEIGHT TOTAL WALL LENGTH (Li 46) / TOTAT, DL AND /OR LL TRIBUTARY O THE WALT, WALL UNDER CONSIDERATION Lmi,ti *hwax* (Vmax /L) (0.5 *(LWi 2) *hmax*DLWALL) ) ` (0 'vx D• i + OTM -f (RMDL +RMRDL +RMPDL) *2/3) DOTM /Lorin (CANT) Vmax /TOT L LSs4( G6/6t/60 FLOOR a.L.4 7 < r tit.. 7er?t, 1 '. L ttd Ftd,32 t 56,'6[ '60 : '1 ` i• tt 'd , SHEAR WALL'SC)EDULE ( NOTES 1 - 10 ) tO erwswwwaw.wwww=Aweswwew wwwse.awessewew,.,, WALL. •TYP[ 9F(EATTNO AND NAILING •7/141" APA rated sheating,bloaked at All edges. Nailing - 8d common (or galvanized) Oda nails b" o.c. at animating panel edge*, 4 12" a.c. at inter. framing members interior sole plata nailing - led A 6" o.c. Exterior mud *all - 9/8 "dia A.8. a 4'- 0"o.c. ( Min. two A.B. per wail panel ). Allowable her with framing D.F. -240 PLF Allowable shear with framing H.f* -197 PLF P r : ipt INS'+ wiAo t • 031 HollonaisHO 7 /ib" APA rated aheating,blocked at all edges. Nailing - 8a common (or galvanised) box nails 8 4" a.e. at cheating panel edges, • 4 8" c.c. at inter. framing members Interior cola plate nailing -(2) lbd g b" Q.C. Exterior mud sill - 5/9 "dia A.8. 4 3'- 0 "o.c. ( Min. two A.B. per wall panel ). Allowable shear with framing D.P. -.!0 PI AlIOwabla.ahiar with framing H.F. -28:' PLF 7/1." APA rated sheating,bloc!cad at all edges. Nailing - Ad common far galvanized) box nails R 3" o.c. at cheating panel edge', A S" a.c. at inter. framing member, Interior Solo plate nailing - (2) 16d 4 4" O.C. Exterior mud sill - S/B "dia A.3. I 2'•40"asc. ( Min. two A.B. per wall panel ). Allowable shear with framing D.F. -430 PLF Allowable shear with framing H.F. -370 PLF 1/2" APA rated aheating,blockod at all edges. Nailing - 10d common (or galvanised) box nails 8 4" a.c. at sheatinq panel edges, Q'6" a.c. at inter. framing members Interior sole plate nailing -(2) led i 4" o.c. Exterior mud sill - 9/9 "dia 2'.•0"o.c. ( Min. two A.8. per wall panel ). Allowable shear with framing D.F. -440 ALP Allowable shear with framing W.F. -371 PLF 1/2" SWS (each side ) over Zx studs 4 lb" A.C. Nailing - Sd cooler nails 4 4" a.c. typ: Interior sole plate nailing - 16d Q s" o.C. Allowable shear - 200 PLF ' 1/2" 1Wn (each side ) over 2x etude 416 "oso. Slack all cheating edges. Nailing - 3d cooler nails Q 4" a.c. hyp. Interior sale plate nailing - (2) 1bd a eb.c. Allowable shear - 300 PLF 8999 tb9 9a7. Y ts:tet s6 /0b r• • ZSd SHd 9Z ZO r�6� ;61 6 r. (` ! " t r� t HOLD - DOWN SCHEDULE essmos maaeissNSSacteremmwmacca wC: m'. i2.-a mmicamaus e4cmaxmmummamatal..sses: Zt'd tndioatee HPAHD22.,Eabsded in **notate; nail• to (2) 2x stud with.24 -•.lad nails. Indioates fSTA36 strap tie; nail to 2m stud with 26 - i0d nails Indicates HDSA, limbed 3/4" die. anchor belt 14" into concrete tog use STA320 A.B. with 10" sininus embedment); bolt to(2) 2x Studs' with two 3/4" dia. machine bolts. Indicates HD7A, Embed 1 -1 /8" dia.anohor bolt 19" into oonarste(or use STAS20with 24" niniaue eabedoent)ibolt to (2) 2x studs with three 7/0" dia, aaohine bolts. Indicates HD6. Robed 1-i/8" dia. anchor bolt 25" into concrete; bolt to 4x stud with three 1" dia. wahine bolts. MSS 1) All hold -donna referenced manufactured by " Simpson Strong -Tie Company, Inc." Hold -downs of equivalent capacity by other manufacturers may be used All hold - donna shall be installed per latsst manufacturer'* speoitiaetion (Simpson Catalog C- 22H -1). lies plans for location and installation detail*. Per anohor bolt installation caquireaente see not* 5 at shear Nall schedule 'LOOM DIAPHRAGM t ionomr. ass. se seesxammaasaseaRssesa 2 sssaaazaeaseaasancama *smoussatAssYxsa ti ii i 191 soLona LsHo3 Ministate i$ /3Z" thiokness AEA rated tongue i groove 'heating with exterior slue over 2x floor Joints • 10" o.o. with led nails s 0" o.o, at supported shooting panel edges and 10 "o. a, at. interaediata framing *sabers.' foe* asoh plans and / or ganega3 notse for req's ) { 9900 tb9 90Z Z i y:bt L6,6t /60 • NOM Above allowable sheer oapaoitise applies far 2x !reaming spaced no sore than 1e" o.o. 2) Where APA cheating is applied bn. both faces of a wall and nail spacing is lass than•e"o,o.on either aids panel Joints shall ha offset to fall .nn ditfetsnt freeing, member ,er framing shall be 3x nominal end nails on each side shall be staggered. ,3) All shear wail shall oontorn to UOC Ssetion 2633 rseuit:ntents. 4) All exterior walls without a designated. shear-wall • nailing shall be APA rated *heating over 2x studs 6 10" o.o, with ed oomaon nails • Q "o,o, at cheating panel edges end 12" o,a. at intermediate framing members. Sheeting penal edges shall fall on 2x studs, 3) Anchor belts shall be standard " , -bolt " with a 4d return, or a standard " L »bolt " with 12d extension. Anchor bolts shall be A 3e steel or bsttsr.113,nimu• oonovate aida cover shall be 2" when exposed to weather, 3" when exposed to earth. 8) 1/2" C•D,C -C Structural II,plywood panel siding (Index 24/0 ) may be substitute for 7/10" APA cheating with the caaa nailing without reduotion of the allowable shsar.(tee arch. plane and or general notes ). 7) 3 /6" C•0,C -C Structural II, plywood panel siding (Index 24/0 ) may be substitute for 2/10" APA 'heating providing the allowable shear is reduced by 3,06,(see arch. plan and or general notes ), Wail 2x3" or 2x0" cols plates It/16d at 12" o.o.t u.N.O.)• Q) On **tartar walls cheating shall lap rim Joist or else inoreses sole plate nailing to 10d at 0" o.o.( U.11,0.). 10) Double all top plater and lap at least 40" at Joints w/ 0-10d each side and led at no over 12" o,o. along plate for exterior and main interior walls. 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L.f o i.0' . 4 1 asz ,1a 7- 1- 1.07;9 Z< LoT 0 � o • al r .M ct M r `9. 0i pzZ 4' " . k R, .e n• arss - .ttr ' 44 . fi 5. a O D ,:..13. . r ?0.1:357, - p of 4t � 7 o _ ever - of.+ 1 x 47 l t7 N " t 3 `4 g 10 8` ft o�G • 116 b ^ 4z i tC 0 a • LOT[. y o y. r, T zs.{ p 9 � .ii 0 7' 4 Q F o. y 4 ° �� o 1.1 / i =o`oy 1 is ` g 1. 1111 ti g. as- - ,1a+- -I vs- 1iv • sipt:AATURE • ISSUED By DEPARTMENT OF LABOR AND INDUSTRIES • • REGISTERED AS. RROVIDE DJIY• LAW AS - v•:...coti,:p ft At:" PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD i•• C.Ss0 II AX,N•* 4 :6; , • .; ; ' ,...• ..• • • • . • .. • ., • .. • • • " . • • • . , • . • • ': ,,• • ' • .. . . • 1 •. • • ' • 1 • . .• • • . „ . . • F625-052•000 (3-92; . , • • Cpl �R c�rh Plan Number VfGrNt. °Y. K/ Cr` eane Pesigri, Material On This Sheet - SUhlect To Criminal Prosecution. td • e .® PARCEL 2 tttractor Note - All dimensions Shall 8e Checked And Verified Prior To Construction. do' i °e%'t -,a cterio __._ ee- f �1� rid cAkt -r. - .3°I V)gK, SITE PLAN FOR WA PROPERTIES CORP. INC,, r 1 rri°r# Uto To Reorder t'lans 1 -800 -848 -5421 • SCALE:1 /8"= 1 -0" SEPARATE PERMIT RETJIRED FOR: fVJECHANIGAL 01 P,L .UMBING CAS PIPING C. Y OF TUKWILA BUILDING DIVISION FILE COPY cad omissions cf pla;.3 ccc.; not authorize the violation cf c::y a ' ; ptcd code or ordnenes. Recut of contractor's c py of approved plans Date ?� g fn �g Permit No.. 1 `� DOH REVISIONS NO CHANGES SHALL BE MAr)E TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. COPYRIGHT RECEIVED CITY OF TUKWILA FEB 2 0 1996 PERMIT CENTER 2 13e4 Lo -o DtTE: REV: 10-2-11 DAWN: s. Sl- PLAN NUMBER . . ..• .• ' COPYR 8+1M — nt3Erg.VMXn...e. AK Y.._ lin 7r, . CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS Si iFE — SUBJECT TO CRIMINAL PROSECUTION. elPu ING 4Q 2 LEFT ELEVATION 118" 0 -10 1 1 2 E42 MI- i2. HOUSE NUMBER OR ADDRESS TO 13E POSTED AND PLAINLY VISIBLE FROM STREET,. F RONTING STRUCTURE 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. Co 1 REAR ELEVATION jj8: for to check and verify d slope conditions prior truction. CRANE DESIGN shbe notified of any change* due to conditions on LJ Iz -vP 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. FRONT ELEVATION 1/4" Crane Design, Inc proudly recommends these suppliers: BUILDER SIIALL PROVIDE THREE moNTII ETCHED TRACK RADON NIONI"FOR WITH INS'IALLATION INSTRUCTIONS AND RADON INFORMATION SHEETS AT FINAL INSPECTION. RIGHT ELEVATION 1/8" _a712A.PE, 12 BUILDING DION s ez9ve- or: [0 rirc.J-1 ixe)" IA! ")L t)ik_I CITY OF TUKWILA APPROVED JUL 1 6 19 AS RECEIVED CITY OF TUKWILA FEB 2 0 1998. PERMIT CENTER D- TICAL- SE!SMIC ZONE: 3 LUND SPEED: 00 mph WIND EXPOSURE: OCCUPANCY: R3/1.11 z 0 w 0 a. z w 0 -J Li. cz 0 0 0 uJ co J 1 0, 1 0, LL 0 0 1- 0 0 0 w Cr rr Location Minimum at .25 w.g )(lichen fan 100 CFM :Bathroom fan( 3 ) 50 CFM Laundry tan 50 CFM Whole house fan' (choose one) 0 O • 50 CFM (1.2 bedrms) 80 CFM (3 bedrms) 100 CFM (4 bedmu) ilig DINING ' XO A2/1) FAMILY w arbl l fR MI� / thin, r,%; &IMF: nIR IrI ri• ✓r GARAGE I(D ° o-1 o ror c d fa Flo tar�- y 34u. L"t� C 't .Go cm] xi" rF ° ,fir il`>t` e 1 l of f txxpr' m t �.r Lk, -Triad -11/.9. � t y 2 -0 /� 30 CM - L412 cJ1 ¢ t1 Pig t7 fa r~ 8 PLL G.CP Gt7 i C.rf C t3kiu�� -i alter fob -- LcrcLw L1;7fre ca.! 100 cfm whole house fan with 24 'hour timer switch, hot wire and undercut door for air passage. 5 ° 5 ° FX . o-ric MI�1. LL4JOI 06, r- I 2� (p 2-O CD 0 15 -0' 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. LFC) , ELI Q ,I 5 MAIN FLOOR PLAN - I/4" GENERAL P' ` •Nt headers to be: 641'12 OF or 8x6" r1 OF (2x8 studwaltsj Unless otherwise noted. • •AA exterior & garage warm walls to be 2x8 studs. •Contra tni shall check and verify all dimensions prior to constrix tlon. 'Gutters A downspoutsto be provided as required by orsie. •Doubie joist under alt pareoeifng walls (If over 5'•m or U41" that do not stad< over -wails below oc spectai • beams) and nail logettierwiitt;led`at stag goring between members: :. ' 'Al bolts mud extonr(?145 min above cote: or single mudslls for washers and nuts, LI�/II E-4 : l" A t.-) FLGt2R 14"1 s9. FT urrE42 �i t�i2 : 1 X72 d2, FT 117r 16019 , F`r Cpl -,nom ( `X, 1 %11I BUILDING DIV= COPYRIGHT© CITY OF TUKWILA APPROVED JUL 1 6 199 AS NOTE RECEIVED CITY OF TUKWILA FEB 2 0 1996 PERMIT CENTER F F UI v) SHEET 3 7 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECU1 ION. AP4Pi xo 'CONTACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. Ii) 14QV2 ." III th . i t ill WA 'W• 1 1 6-1.01 L LA°4 I • BATH •4:-. I$* II 4 _ - 9 NJ '''' 11111111111111 "p BEDROOM #4 n411111 do- ill' 0 i' rx r . › ,. liplro■p"' .. ■...„, 4 1 com Exl-VTOS -- 140 V ASTER BEDROO UPPER FLOOR PLAN 1/4" PE1-7 -1() 17'22 A GENERAL NOTES -An headers to be: 64" 12 DE or 6x6 NI OF (2x8.studwalls) Unless otherwise noted, -AA exterior & garage warm walls to be 2x8 studs. •Contractcir shall ched< and verity alt dimensions prior to constrtrticn. •GIAters .8, dowuspouts, to bo provided as required by code. • , •Douole, }oist under all parading walls (II over 5 or 6%0" that do notstadc over-walls below or special . beams) n icOeth or whirl Fidat stag- • goring between mernbers..:' ..4.11bdts must alepd, 2145 min. above We: or stigle , mucislils for washers andnuts. ' SMOKE DETECTOR SMOKE DETECTORS TO 8E INSTALLED IN ALL HABITABLE ROOMS. ALONG WITH DETECTORS CENTRALLY LocAreu ON ALL FLOORS. nut WIRED & INTERCONNECTED —1/ r5&1 ( ..„ -,.....c- .z d3r- rv .„ 1.441 COPYiliGHT© CITY Of TUKWILA APPROVED JUL 16 199 AS NOTED BUILDING DION N RECEIVED CITY OF TUKWILA FEB 2 0 1996 PERMIT CENTER ;r PLAN NUMBER 011186 RE RV S A€,1; LEGAL RIC+HTS T{3'MATERIAi 1 =riot -ice if I6l_ �Il r [Ul�s° ! r --i _, r r I I II — J L — J L_J N Mgr III LO IG• SC- JI -1 j=t7 C-tr- OO ,t i o" x or G22 1?) 009 Cvt1T Lour 1 1 J °ISIS 15-o *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. Ora.I:1172E. 5 1- 0 1' 40' 0'I FOUNDATION PLAN 1 /4" i F er tTxcs'.k l DI= (2ta stu ds? Wis) Urtiea3 ot�{BfJf(js noted. '•Alf Axtenoi' & g rage warn Walls to be 2xtt studs. •Contractor shall check and verify all dimensions pier to con.sinictlon. .Gutters & downspouts to be provided as required by cods. ' •Double. Joist under all parepeling walls (II over 5' -0" or.G-O" that donct•stackovar•wails• below or ,ptic(al beams) and nail together witli i8d''ati2 o.c. stag -' goring between monibers"_ .:' • •AI bolls mu.t extend, 3r42 mkt above dole. or sft xjle Z I muisills for washers and nuts. 1 ) L11 :i -EG 'Y7o. -i z O I!.JJi-�& r 2 I / 4 tit A1T 4 �I�� I1 1r,• �iF�"L II �� v€1- 'r7 CITY Of TUKWILA APPROVED JUL. 1 6 199 AS NOTED BUILDING DIM! N COPYRIGHT® RECEIVED CITY OF TUKWItA } E 6 7 o 199E PERMIT CENTER 0 2 0) W r U) rn z ` t— u_ 0 z 0 0 0 0 rr a W Ix . RESERVES AI _L LEGAL RIGHTS TO MATERIAL- ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECUTION. 'CONTRACTOR NOTE -- All Dimensions Shall Be Chocked And Verified Prior To Construction. � 1 11 u� 1 , FLOOR FRAMING PLAN 1/4" CII.6 = -1T r? c illlLt - JCI 2 -c i t: - 11 LI/(2) 1! -2 4E'- G d} 11;t. •Dctrble joist under all parEDelfrg walls (If over 5' -0` that do not stack over walls below or spxial beams) and nail together wi0rI Ed at o.c. stag- going between members •Al boas moat extend 314' min above tale. or single mtxisBts for washers and nuts. CItY Of TUKWILA APPROVED COPYRIGHT'::; JUL 16199 AS ROTES hUILDING DIV RECEIVED CITY OF TUKWILA PERMIT CENTER i I 1- 1 1 1 1 FIT-TT z O J w Uu n J U 0 h w at J rn w w U) CJ) GENERAL NOTES u_ •AJI headers to be: z 6x8• 12 DF or exG N f OF (axe studwalls) 0 Unless otherwise noted. F - .All exterior & garage warm walls to be 2x0 studs. C) •Contractor shall check and verity all dimensions p prior to coristrvrtlon. 0 •Gutters 8. downspouts to be provided as required a.. by code. cc PLAN NUMBER 011186 RESERVES AL 1_ LEGAL RICH S TO FOAL ON THIS SHEET _. SUB..) TO CRIMINAL PROSECUTION. 2x8; 5 w/ e - 24' , LP" a1 -1 ff'IGs�L 114 a.c, i 1.1/ L1 Ev NT. 2x I1 ETE-12S 8 2 24 LC CYAULT> o� i 'CONTRACTOR NOTE — 2x60' 1I L.LETZ C' 2 O: I2 LTG 1- -T i f-T G r1T� r .'YS 04! t"44..{ Lk J t r =: -:: 4 FJ titt —L!; r1- - ROOF FRAMING PLAN 1/4" Trusses shall be daslgned by a Washbsptsn State )tcansed structural en5lneer. Truss design shall be auhert:.Ued which beet the stamp ct the came. Tm ssec shell be rranufadured in a plant meeting the, I' equirements of URIC sec - aloe 30C(L). Renoir truss she bear the, i v et ty rontrol stamp, as well as menuf5rourinri plant name and acdm es, . <_ gn loactirG and m ximem sdear:g. TRUSS NOTES: ALL TRUSSES Shall carry manut. stamp & bo Installed & braced to menu'', specs. Will not be held altered without prior BLDG. DEPT. approval of nnglneoring caics. Shall have design dalalls & drewirgs on silo for IrNd Inspection. MF &. I UE.S (i `1A- e2.6-; �2 L.LC12S 24 O -' All booms & haaders to be I x B 0.11.0. Provide screened blocking over supports Shaded areas = Game over. r; !( 2 o.G, IA1 /1-4E1- a4 w /N��L MF. CIS C- I�Z��G� - T1�1Gdl_ : <o:I, -1.JL �,F I 7YI'ICAL_ COPYRIGHT'S CITY Of TUKWILA APPROVED JUL 1 f 1S9f AS til)TE: e BUILDING DlVI1PON RECEIVED CITY OF TUKWILA PERMIT CENTER I I I i f -H I l l 17T1=1 T T=1 t1) w PLAN NUMBER 011186 ATTIC VENTILATION CALCULATIONS ATM. ARiJs ATTIC ARFJ. DESCRIPTI ON vENTILATON REOU I RED VENTILATION PROVIDED TOTAL 1 IIFY� x = 77`l`�a.* � EP J1£3. ±� (y 7 Yc l ` J/-(I _ " ,• ..<I � t t. lEEL.' .� LU1-I (t 0 I! , )i r. V4�� , � e � :r � - Win' E' x 4 `I i F 1 ?.r1 ( 12 -RAVE VENTiNG TO PROVIDE 4.7in2 PER LINEAL FOOT (PLF) -RIDGE VENT TO PROVIDE ISin2 PER LINEAL FOOT -ROOF JACKS TO PROVIDE 64in2 EACH MIN. - 24 "(� =45Uin2 -ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING in2 (MIND: - 12 "O- 113in2 RESERVES AL 1_ LEGAL RICH S TO FOAL ON THIS SHEET _. SUB..) TO CRIMINAL PROSECUTION. 2x8; 5 w/ e - 24' , LP" a1 -1 ff'IGs�L 114 a.c, i 1.1/ L1 Ev NT. 2x I1 ETE-12S 8 2 24 LC CYAULT> o� i 'CONTRACTOR NOTE — 2x60' 1I L.LETZ C' 2 O: I2 LTG 1- -T i f-T G r1T� r .'YS 04! t"44..{ Lk J t r =: -:: 4 FJ titt —L!; r1- - ROOF FRAMING PLAN 1/4" Trusses shall be daslgned by a Washbsptsn State )tcansed structural en5lneer. Truss design shall be auhert:.Ued which beet the stamp ct the came. Tm ssec shell be rranufadured in a plant meeting the, I' equirements of URIC sec - aloe 30C(L). Renoir truss she bear the, i v et ty rontrol stamp, as well as menuf5rourinri plant name and acdm es, . <_ gn loactirG and m ximem sdear:g. TRUSS NOTES: ALL TRUSSES Shall carry manut. stamp & bo Installed & braced to menu'', specs. Will not be held altered without prior BLDG. DEPT. approval of nnglneoring caics. Shall have design dalalls & drewirgs on silo for IrNd Inspection. MF &. I UE.S (i `1A- e2.6-; �2 L.LC12S 24 O -' All booms & haaders to be I x B 0.11.0. Provide screened blocking over supports Shaded areas = Game over. r; !( 2 o.G, IA1 /1-4E1- a4 w /N��L MF. CIS C- I�Z��G� - T1�1Gdl_ : <o:I, -1.JL �,F I 7YI'ICAL_ COPYRIGHT'S CITY Of TUKWILA APPROVED JUL 1 f 1S9f AS til)TE: e BUILDING DlVI1PON RECEIVED CITY OF TUKWILA PERMIT CENTER I I I i f -H I l l 17T1=1 T T=1 t1) w PLAN NUMBER 011186 H ''. 34 -- fl_21140(_. ..3ar.:1 rf,',. I eifii -- - - - It . [t.; ; r i-1,s,LL. 1 •-J V,:t / E5/-, --- /49 6 A t i CRANE DESIGN. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT - TO CilimINAL PROSECUTION, 12212 AT (22. 7LLl I ,2, rill FL-. ff - 0 rid EL-, MFG. TRUSS & RAFTER DETAIL 1-112" TIC)1 i3q6A-P00 16,1 --- • --- ILI>%tir,- 1 R.2 -1 N4! *CONTRACTOR NOTE — AU Dimensions Shalt Be Checked And Verified Prior To Construction. rr ..s. '",.....„- ..r,' .-- F-.4:.',:,-.:,E_ '1,. -2 .---- LI' r= 0-7 . II I2-/-4 IJ //-• ,< 0 BUILDING SECTION 1/4" TYPICAL STAIR DETAIL r B. t 211 71 I I 20/1'2 - FL - ) t (4) !(00A ILI L'2 I FT" 1 1 COPYRIGHT® CITY Of TUKWILA APPROVED JUL 1 6 1996 AS NOTED BUILDING DIVISI N RECEIVED CITY OF TUKWILA FEB 2 B 999 PERMIT CENTER 1 I 1 I 1 - 1 11 1 1 1 - 1 1 - 1 1 1 1 z 0 0 Lu (r) 0 >- z 0 u- m 0 PLAN NUMBER 011186 i IIt'd• 4' U.C. MAX Id i 6' O.C. EACH iE�"°r� i�avEl. f m.A.T ''J I6d•12'OC.- IF 51 EM I Fro. NOT MONOLITHIC USE '4 DIA (PERT.) REBAR • I(0 CC. H ANDRAIL, OR RAIL ING TINA / ON THIS $Nfl'T - $*JIAiSCT TO CREAM. PROSECUTION - -RIM JOIST 3/4' TIG PLY. 514T. OR OSJ9. / - -R -I$ BATT NS. FLOOR JOIST PER PLAN i?Gf<l, Ed • 4' O.C. MAX. U ERE BRICK I/1 DIA. x 10' A.B. • 4' YEN. - PROVIDE MAX. O.C. • WITNM 11' OF 4 ' LIP 6• UNDER CORNERS 1' MIN. EMBEDMENT JOIST 2KU/ Mr HUD 'Nu_ - Cn MIL. VISOUEEN (R4 Axle) VAPOR'. BARRIER 12' CLEAR BEAM TO EARTH IS' CLEAR BOTTOM OF JOIST TO EARTH 1 - '4 CONT. REBAR TYP. ONE STORY FOUNDATION 1 NAJ- 1braFal l�'i I.NA Ali4 IOULD Ho1 c-1 mote. TIT+ -1 376 IrJTI, ? 11 1. FeaueED STnlrc • 1-I HAmbrstAiL - 5ELT OF'J.Y✓i' LE& 'rNNJ 1 %2 11 ne 'INN. WALL 2. THE, HfHJ OB A "aria1 -1 OP 1414101ZPJL'J SNOL)LP War Be- Ma he . THAW W C2�'0,5- �jp.'GJTa-U.L. OIM - 9EOrI11J l GYJIo.A'i LiBwe L TF, OW. °J°.PEN Ir 7TBAJ - iI sE 1.4•0.46.1 "f�l�rllWhTP MICE BLL!".IGI.Ice M. �� I, �170VIDE RAS SLOCFI�s H C.oUGES,LBp '>r.�✓<:< DE,"'.1EaI aT2JFe ^ P1 as Ar THE TbP R EaIT6M OP THE EUW l mrt,le) -1 y!"UD�i A-LoQm } Id E. win-I tFIE 2U11 OP 5TAIF ' IP THE 4Al L 0—IDEAL THE. •N Rai 5 F OOR LINE UIJFI IJI'.hiED. !1 f 12 7j - FLOOR JOIST STAIR SECTIO S nr. — KICK PLATE 2,,I1 STRINGERS VIPs 1 X' 1`(P °f•D OK -0 .1.1 IU c , /CLOSET OR STORAGE BELOW STAIR - MAIN FLOOR LINE eibm-oti `120 NCR6 I�RTGII - N1 Oknirlilelw22• Si Ohdaitt r And VMMd Prior To Comouctbn. .. -,. 2x6 STUDS w 16' O.C. I66 • 8' OC. 10a • 4' OC. GRADE CgNT. REBAR • I60 CC. (VERT) FLOOR JOIST -- -DEL. JOIST LEDGER S RIM JOIST �— 3/4' TOG F LY R-IS INS. .— FLOOR JOIST PER PLAN T. OR ODD. 5 /8' DIA. x10' AB. •4' MAX. CJC. • WITHIMN IT' OP CONNErt, INC Eli l . f el +emsr 2x6' P.T. MUDSILL VAPOR B AIOR R (f 2 - 0 4 CONT. REEAR TYP. TWO STORY FOUNDATION ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS (THERMAX NSUL. W/ EOJIV. R -VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT.) I/2' GWB (TYP.) ME. 0 'x/§2' Y 1)105W- LAYMEJJr, u.W•O - GLUE 4 NAILING (I0D • 6' 0G. EDGES I BLOCKING, 10' 0C. FIELD - TYP.) ID. 31/16 R -19 BATT INS. W/ VB. FLOOR JOIST PER PLAN TYP. WALL SECTION TYP. GARAGE FOUNDATION ATTIC VENTILATION I/150 OR 1/300 GF SPACE - SEE PLANS FOR ROOFING COW. SEE FRAMING F'LAI I � .p ra .. DDd I L o'( -IA`LP FOP � L J4 134 TYPICAL- TLCLt?Y� NGr o W/P'J` Pr-LT AVE t» - IYPICaL U. e , D 10 r ABOVE L Tl T1-J. 51r J W2. , 5 HUR•GAJE TCEj e, a-oo O.C. OIL HI e 4' 0.c. -TYP U.J.O. 2x BARD BLLGMrs W/ 5.- azfE1J - T1A"' WAIL. W/ IU/4 CA. END TV T5US., OR PA -PTET2 TYP } PIFOYIDE CO"1T ROW OF OF EF P SU5 T4IU ILkIUIJc. A CO FU)(. IxS RS. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE H FA.cv. is- F5 _F'LAA rem EXT. WARM WALLS - 2.6 STUDS • 16" 0G. OVER R -15 BATT INS. W/ VAPOR BARRIER LJ/ MIFI. 1 /11/ MA RATED BIEATHIIJa (sEe. P O41 Pniz I-UIUIJ,044ID44R•)-ILJ`71T.U_ DUILC%1 ra.pp-AL q2 PELT DErWEP_ SIDO -1ao k 44.L1. JtATlJIl. A TYMCAL ALL EXT'E.IZIOtz WALLS /J. L'C71'I'OM PIJ•.Ts 'L,' go' - I _1CT5. Ltd STUDS • 6' O.C. 3x4' P. ?. MUDSILL WI I/2' DIA. • It'' AB. FT 2x hit— L—SE—E.. hi FOR T(P0-° -- rcTJJcm.noII Na 4' CONC. SLAB OVER ME. oxw 4 °4`51ST Q IL 0.6. W/ ALT. NCVJKS "s4 c RWr Se1xW DOOR FRONTS WITH NOT LESS THAN (1) 5/8 x 10' AB. PLATES • SPEAR WALL OVER 2' WIDE NOTES. I..5 �E 1O E CCalJyr OW p{1 S. E,GT aJ" B IPIBD IJRiHE2 2. NTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING 4 GARAGE SEPARATION Ip Faa +t t }1" TYP. BASEMENT SLAB STEM WALL GRADE N GRADE rT W7.I , W .I W.W -1. M tzlsr3 *4 IeE8*4E. NO�I PJ �?- 14/1- ( • IthJ 1z - 661- 17111UAJ5 — 204' P.T. PIUDSILL 1 5/8" DIA. x 10" AB. i 4' -0' CC. \-R -10 RIGID NS. • PERIMETER — 4'4 /eor G IlD c. WALT IIC''IFS 2 - •4 CONT. REBAR TYP. BASEMENT SLAB 0 PCXZ pp6UBr11RT 1>'gTA�1..pg�T0p�1 F OR IW'�JL. =E Brl I TI I UF't.I U 2.6' CLEAT (EA. SIDE) CR F"ON . TIE (PC TYPE) SIMS MTL T tb o ELE•%TEb S MI7 I " '!O FELL' �1° p,- x'S ". 1PT FI■-1 Occ PCs TTF-C. AI�OIE CONC. PIER -PER PLAN - - -G MIL VISOUEEN TYP. POST I BEAM DETAIL ,�1i CITY OF TUKWILA APPROVED JUL 1 6 19 AS NOT BUILDING DIVMI.N (I); GOUT Pax FAIL 1 LJeL.L THEFr1AL BREAK IXWMIQNTE 4" � CO q NC. SL 1 4 .I ,( Wv5..1 RECEIVED CITY OF TUKWILA FEB 7 0 19gE PERMIT CENTER ?S AL.e. LEGAi, Rf(AHIE TO k;.s.TER 02 Till ® OUNDATIoN / i TAINING WALL /W` TO 4'41 1.11044 W/ PONY WALL) M a --Ig (MAT VARY - SEE PLANS) ?4& oo4q C7UVtUOlJ 41E ore 31 c jou4r PER. PL A.A. /) .,p I, NEJ0E))2 C "NkIEG-TIUL.! `J' Ee. MLA1-.I Fop*. 5 (2) 2x6 tr G JOILI'Fi 1 1LLT' 2yx STUDS • lb' O.0 / `; t2 cur MR UIMUM ' /lu' K&7 - elp (17.-L NAJLBG C>9 C � ( / 7J 4 E C4..GCAED rz.r-I oK POUI•1DArIC74 ETAIL "A' CONTRACTOR ROTE - All Dimensions Shell 6s Clwolwd And Vsrlfsd Prior To Conmoctbn. R' -'ED F+IEA'LIiu,2", IJti .: - 24C/ L - L LL- SOLE PLATE NAILED W/ 18d • e' - -- -- ETACk3ERED, PROVIDE 3L.00KINCi • RIM JOIST ' RIM a -LOOK ,)O18'. AS PER PLAN 2' LICE SHOULD BREAK TIN 010 01.1 1'1E1 R Ec: • 4' OD. • SOLE R, A? RIE1 JOIE? t TOE PLATE .- - -.DBL TOP PLATES 2,8 STUD WALL - --- - ' MATT INSULATION -5/8' x 10 A.E. • a b' O.C. .. - -- -- 70, PT. DP. MUDSIL. 8d • 8' O.C. or-4- vrpr. e. 1i` (lc. v .LT Tz 2 i Fuerze.V L.L ;.1/ R • I `i 11.i9ULA/TIc/ -M CS F7,d:adL PROABCUT)O14. �!- G C / A C . /L, 8 , W/ ' C# - W? • 4O. OW,M o'1 4" W e .VLa.L RILL TIaERMAL BREAK R -10 RIGID INSULATION 2 - 11 4 DIA. CONT. 3 UP - 3 IN NOTE: IL. Cf CK L exGreD A 1-151 .40- c.R.v.TEi Ill D ABOAS. Tor W J.L. AT I■- hER;OR pLLYJI'e tet. - FL`: UI.1L.8'4'°... EI.1G',11C- L+RE.L'7 WALL P' OV iliePato 1 ice, 2 i t4y GCS 1 T C - IPPL48. NAILED 4 LiP TV RYR( kV I(.04 2 k GC I vr_WAY= PrFe- coi- rrrA'CTVre -- -- S b' D'A • IC' BOLT 0 38' CL. W! 2x-4 !° ° MUDSILL 2/8' D1A. - A.EI. • 48' O !:. - 3 STORT (WHERE I U52. 2/8' DIA • 10' BOLT • 37' OC , W/ 2•4 P.T. PLOP LL) GAOLA4LA. `..2'L"R TE GP L5EEI WAIL 5 ,Jc> - -- r 1 r TTT __7. - M- TT.`(1 I III -- ec�rnll sa PWr114.- II .III 1111 =iii1E I( z a l naVal� reeTo.le, c:.A4LJ BEAM AT GARAGE 17' ON- BEARING SHEAR WALL FTC. -- -2x6 STUDS • IR' OC. • 3 STORY, 7E4 • 1 4 7 STORY -4' CONC. SLAB OVER fi` GRAVEL PILL 'i/C •U xtJ2.l 6.11.4 M. o-1 5ts15 eo MIL. VIBOUEEN W/ I' BAND OVER • LIViNG AREAS 2 s4 DIA.3'UP 4 2 OR 3' DOIW ()INTERIOR BEARING WALL ON SLAB TOP PLATES' -- /2e RYLT TRJ I_C.AVP_K A+..D NEADSC ppJ2 ETAIL\ Cd ° M1I�I MU M e�11wm idIIJGY741 TYP. BRICK COLUMN AT ENTRY WOOD STUD FRAME - WALL SuEATHING I' AIR SPACE (25) NON - CORROSIVE METAL WALL TIES ers.r -CU So As NOT TO everarr Lbr Mote. T4A4.1 LW SO. p Fr OF 2$" 1l A4.JU4a2. Tv KbG- ...cc. 140 WOOD JOIST - S•STEM CRAWL SPACE - OR BASEMENT as" olz c "- see P,�AIJg 3' ■IIJINUM ECTION (1)- v5P . re0 1.4/ *1 TTE* d � ac. I ' I.LTER4ATE. HOCKS SOLID GROUTED CORE BRICK VENEER L5 & g a l W n T 0.1 V�j.IP *NV' { B R TOM L _J5✓ L 95 x�' /n' x 4.' -- - --- - -7 Iprac 614L1. ' Yom:- IF.PAi / CEYGVJO orE,.11,10 - -4' x 8' x 2' BRICK �1 G.A 14:¢e Tles IFJ p JOINT3 4 S •.C.Gp,Lti9 -fen D>RE/-YOU I t in IoL1 / SEAL WITH TRIM OR CAULK -- FLA814IN2. -3/0' CIA. 555P HOLES 2' (1215) O.C. os: 9725.1_ t Mo TV R82T Ars IU McPZ1a,R DRICK vrUEEK- ELEVAT. JJ CITY OF TUKWILA APPROVED JUL 1 6 1996? AS ROT BUILDING DIV}�ICh - ` 5' M11JINUI -j 2 0 1996 3 " MILIIMUM -Co d -see. ries O.0" ripsr 1.91 MA 2.ye 1 ' Cc : COPYRIoHTC RECEIVED CITY OF TUKWILA PERMIT CENTER ■ii - uu11uioioii - MAP E COSIGN. NEC. RESERVES ALL LEQIAL RUNTS TO 6N4 .iL O N TINS SHEET - SUBJECT TO CMR&IU. ErceitcUst GENERAL NOTES: i. CRAWL SPACE VENTILATION, MIIMUI NET AREA, I SO ET. FOR EACH Sd SQ. FT. OF FLOOR AREA OPENINGS TO BE PLACED AS CLOD TO CO R+ERE AS PRACTICAL AND SHALL PROVIDE CRODG VENTILATION ON AT LEAST TWO OPPOSITE SIDES. LOC SEC. 251 .1 2. CRAM. SPACE, UNOBSTRUCTED ACCESS, M1µ Wx74'. sec. •LAa I'1 .'Nj 3. ATTIC VENTILATION, 1/00 OF ATTIC AREA OR 1/300 F 1/2 IS IN SOFFIT AND I/2 ID 3• ABOVE RATE LB ABC SEC. TOOK 'IA 4. ATTIC ACCEE4 MIN 272•430' WITH MN. 30' HEADROOM, t44OBbTRK'TED. READILY ACCESSIBLE OPENING. sec. Ask.' UBC. 1. xN IRDO'TE NOT PENISES WITH AN OPERABLE WINDOW CP IS SOFT. OR GREATER A MECHANICAL VENTILA "ION STETR TI, CAPABLE OF PROVIDING S AIR CHANGES PER 44CUR, SHALL BE PROVIDED. sac. , 2.0 9 UBC. 6 VENT. DRYER BATH FANS. AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCLMANCY SEPARATION MINI HR TAPED AND FINISHED. SECTION_ •402.4 (43) AND TABLE S UBC. GARAGE AND BASEMENT SUPPORTS TO BE I HR (S /b' TYPE 'X' OR EQUAL (3IG. B). I TILE FOR 2.4ouEIR SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. :L EGRESS N EVERY SLEEPING ROOM SHALL HAVE A MNIMLSI NET CLEAR OPENING OF 3.1 SQ FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 14' MN., NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44• ABOVE FLOOR 10. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 31 - B LOCAL BUILDING DEFT. ALSO FEBAR AS PER SEC. *TOO It HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT CF, AND AT LEAST b' BEYOND, EACH SIDE, 4:P THE PIKE PLATE OPENING. WHEN THE FIREPLACE OPENNS IS 6 SQL FT. OR LARGER THE HEARTH intlesSION SHALL EXTEND AT LEAST 20' N PROW OF, AND AT LEAST E' BEYOND, EACH SEA of. THE NREM LACE OPENING. CONC. OR MASONRY MUSt HOT BE SA°ROR1ED ON WOOD FRAMING. 17. APPL.IC.ATIoN AND INSTALLATION CP FOULATION AND VAPOR BARRIER!, SHALL COMPLY WITH THE 1°1.14 STATE OF WASHINGTON ENERGY CODE. 13. GLAZING N COMPLIANCE WITH bEC.24I012., LOC STANDARD NO i1 AND UIMHNGTON STATE SAFETY GLASS LAVA EXCEPTIONS ARE AS OUTLIER N EEC. UBC. 14. GLAZING IN LOCATION E* ECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN G' ON EITHER SIDE CP A bet* OPENING, GLAZING CL DEER THAN S' TO A FLOOR SHOLER DOORS, AND TIC ENCLOSURES SHALL BE ETHANE+ , TEMPEEED GLASS. LAMINATED SAFETY GLASS OR, SHATTER RESISTANT PLASTIC, o•• WFNB rL R.o A5 A MA cHyUkros. IS. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED. OR TEMPERED GLAM. lb. MOILER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SA.PETT GLASS OR SHATTER RESISTANT PLASTIC. SEC. 2A4112 UBC. R. GLAZING WITHIN IS CIF FLOOR AND GREATER THAN N LEAST DIMENSION SHALL COMPLY WITH IMPACT LOADS. BEE PLANS. SEC. 2Acto AND UGC STANDARD24A. (REQ'D ALSO a PUBLIC STAIRS). IS. ALL EXTERIOR WALL GLAZING SHALL GE DOUBLE GLAZED AND COMPLY WITH THE ISO 4 WASHINGTON STATE ENERGY CODE. PN. TREATED WOOD / WEATHER PER UBC SEC. • - 1111 , UDC STANDARD 213- I 20. THIS OFFICE ASSUMED NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS Cf THE SOIL, NOR DOES THIS OFFICE VERIFY THIMACCURACT Cr THE ENGINEERING DATA SUPPLIED BY OTHERS. WIERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BT CLIENT. CRANE DESIGN HAG TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOUEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND WEEPY ALL DPIENSICNE. 21. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION CP THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY 4 FEE FOR THE USE OP THE MATERIAL THERIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENERGY NOTES: ENERGY NOTES PER I994WASHNGTON STATE ENERGY CODE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL CC R -35 CEILINGS WITH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WITH GAS HEAT R -30 VAULTED CEILINGS R -IS WALLS R - FLOORS OVER LNHEATED SPACES R - I9 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24 UNDER SLAB, WHEN CONCRETE FLOOR4) ARE WITHN t7' CIF GRADE. ALL GLAZING SHALL BE DUAL GLAZING AND EQ FT. Cf GLAZING SHALL NOT EXCEED 213 CP GROSS FLOOR AREA FOR GAS / HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS N ExTTRIOR WALLS SHALL BE SEALED. CAULKED OR 'JEATIIERSTRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL GE PROPERLY INSTALLED N ROOF, N ENCLOSED RAFTER SPACES FORR-ED WERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF RRL"CF RAFTERS. ALSO IN EXTERIOR WALLS. INSTALLED A MIL VISQUEEN GROUND COVER LAPPED r -O• AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAUL SPACES). HVAC EQUIPMENT SHALL DE SIZED NO GREATER THAN E5% CP DESIGN LOAD AND A MINIMUM RATED OUTPUT O 15 %. THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOT SHALL HAVE A HEIGHT SETBACK. FIREPLACES SHALL BE PROVIDED WITH, A TIGHTLY PITTING CLUE DAMPIER& B. RE ADILY ACCESIBLE MANUAL OR AUTO CONTROLS. SHOWERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAx OF 3 GRIN PER SHOILE,C HEAD WATER HEATERS ARE REOIJIRED TO SE LABELED AS CO W/ NAECA I' S1 ELECTRIC WATER HEARERS LOCATED IN 1NHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN INCODCR•SSSIBL. E NSULATIo4 (R -10 MN.). NOTE - Al 171rnronewM ENE Se GROW MA VERSA Prior To ConErudb, STRUCTURAL NOTES: I. DESIGN LOADS A. ROOF LIVE LOAD 25 P5F (TOTAL LOAD 31 PSPXWVTILE 45 PEP) B. FLOOR LIVE LOAD 40 PST (TOTAL LOAD SO P'EF) C. SEISMIO ZONE 3, Y•0)4W D. WIND LOAD 22 RAF E. SOIL BEARING CAPACITY 2096' PEE A6dMED, SOIL REPORT REQ'D CN ANY QUESTIONABLE SOIL. 2. FOUNDATIONS A. ASSSEED MAX SOIL BEARING CAPACITY 2•00 PEP L3NDISTURDED CWT. B. POUR FOUNDATIONS ONLY ON LNDIb1'RBED SOIL, (VERIFY) C. UNDER FLOOR SLABS COMPACT PILL TO SSG (110. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2600 PSI). MAXIMUM WATER TO CEMENT RATIO, S -I/2 SACKS Cf CEMENT PER CUBIC YARD O CONCRETE AND 6 -3/4 GALLONS WATER PER 14 LO. SACK OP CEMENT- 2500 PSI ASSISTED COMPRESIVE STRENGTH AT 25 DAYS. 1. SACK MNUCU. TD. B. MINIMUM COVERAGE OP STEELS' BOTTOM, 2' SIDES, I -14' WALLS. FOR SOIL. SEE CODE WHERE SOIL NO PROBLEM. SASJIN LENT' FLdID p.+E•6u•4, MIIJ, 65 PEP, LJac. FooT, 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - ASTM A*IS -12 GRADE 40, NEW, CLEAN AND FREE or DIRT. B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIM CF 12 INCHES (2500 PSI) OR 30 BAR DIAMETER (CONC. A 2000 PSI 40 DIA) C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -ANUS. 1. WOOD A. PER UBC SEC. 2!004 B. JOISTS AND RAFTERS, 2' NOMINAL HF NO21(0 PB -010 PEP FOR REPETITIVE USE. USE IF SPAN OVER Ii' 01441.1' • 16' O.C. SEE ROO PLANE 5. c. BEa1S, HEADERS AND LINTELS. 4' NOMINAL, DP NO. f, 198- Er15•SI - OR I-P NO. 2, Fb• tO40 PSI ,r00,1.4s IgoofSi OFNIo. I. FTa. `lc,orI 6' NOMINAL, DI' NO. I,Pb- I350 PSI. oR FF • 1010 PSI SI,GFNJo.2, FR= BT3 P(il,HKHfo =a ITPSI 6. D. STUDS 2x4 OR 2x6 1-POI• OT) GRADE/ F22-IS00 PSI FOR REPETITIVE USE. FOR 3 STORY CLOG USE 2.5 a 3X4 • IS• 0G. •1 DF. E. OLU - LAN BEAMS 20P (Co -2000 PSI) OR 241' (R4-24OO PSI) UBC STANDARD 2'y -10 USE 24P • P E UOUa (VI LY GRADE WESTERN Nimes). EA• 2400. PSI, FV•153 OR 165 PEI WITH EXTERIOR GLUE OR S SHEAR TYPE BEAMS (SHORT SPAN HEAVY LOAD) MAY USE 70F -V3 OR ECAJAL F641000 PSI, FV.l4S PSI. F. SEE PLANS FOR PLYWOOD. S. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A36. NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM 40,3, GRADE B OR AWOL, ASA STEEL. (ALSO) 1. STRUCTURAL EFFACING A. FRAMING TO DE IN COIPLIANICE WITH UDC SEC ICAO EEC 2603, 252CA B. PROVIDE NAILING IN ACCORDANCE WITH ABC SCHEDULE 23 -I -Q SOIL STRUCTURAL ENG. SPECS TAKE PRECEDENCE OvER MR NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. (ALSO COMPLY WITH SECT. 64006'.1 • R42V.6. D. PROVIDE BRIDGING OR BL AT MID -SPAN OF ALL SPANS OVER 6 FEET. E. USE APPROVED JOIST HANGERS ILNERE REQUIRED. BRIDGING S CEILING UNFINISHED. F. ROOF TRUSSES, SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY MASS MAIAPACTURER INSTALLATION AND BRIDGING. SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND NOTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE PE. CAFE MUST GE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 4 TO ADEQUATELY BRACE TRUSSES. S. STUD WALLS A. USE 1.44 STUDS AT IS' O.G. PER ABC fANi p, $14O 4I EVEN B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN NAILING OF 6 -16d • 45' MIN. LAPS • EACH SIDE CP JOINT 211421 • !2' O.C. BETWEEN PLATES FOR EXT. I NT. LONIG WALL (f 4 3 STORY BLDG./. 5. ROOFING A. APPLY ROOFING IN ACCORDANCE WITH LOGO SEC.101440 S B. PROVIDE ATTIC vENTILATION AS INDICATED ON ROOF FRAMING PLANS. 4 SECT. I•Y0 SI --EAR WALL SCI- 4EDULE: (NOTES I - 101 WALL SHEAVING AND NAILING TYPE AMA RATED SHEATHE'&T, BLOCKED AT ALL EDGES. ▪ APA RATED SHEATHING. BLOCKED AT ALL EDGES. FT NA:LNG - Sd CC/lION (OR GALVANIZED/ BOX NAILS • 4' 00. AT SHEATHING PANEL EDGES, • 5' CC. AT NTER FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (9) 16d • 6' O.C. EXTERIOR MJD SILL - 5/1' DIA. AD. • 3' -0' OC. (MIN TWO A.B. PER WALL PANEL). ALLOWABLE SHEAR WITH FRAMING DP. - 3S0 PLF ALLOWABLE SHEAR WITH FRAMING HE. - 251 RF. AMA RATED SHAATHIRE, BLOCKED AT ALL EDGES. NAILING - Ed COMMON (OR GALVANIZED) BOX NAILS • 3 00. AT SHEATHNG PANEL EDGES. e •' D.C. AT NTER. FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (9) lid • 4. OC. EXTERIOR MUD SILL - E/1' DIA AB. • 2' -0' O.C. (MIN TWO AB. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING DP. - 450 PLC ALLOWABLE SHEAR WITH FRAMING HI'. - 310 RF. 1)014Pel ros. INTER WALL LICITEGi 2. 3 . 4. 1. 1. 3. 0. HOLD -DOWN SCHEDULE: INDICATES HPAND77. EMBEDDED IN CONCRETED, NAIL TO (2) 2x STUD WITH 24 - Iid NAILS. • INDICATES MSTA36 STRAP TIER NAIL TO 2. STUD WITH 26 - 10d NAILS. • INDICATES 1D5A EMBED 3/4' DIA. ANCHOR BOLT 14' INTO CONCRETE (OR USE STAB2C AD. WITH 26' MINIMUM EMBEDMENT)* BOLT TO (2) 2x STUDS WITH TWO 3/4' DIA. MACHNE BOLTS. ▪ INDICATES HD1A. EMBED I -I/b' DIA ANCHOR BOLT IS' INTO CONCRETE (OR USE STAB26 WITH 24' MINIMUM EMBEDMENT), BOLT TO (2) 2. STUDS WITH THREE 1/8' DIA. MACHINE BOLTS. NOTES, APA RATED SHEATHING, BLOCKED AT ALL EDGES. C NAILING - I0d COMMON (out GAL.VANIZED) BOX NAILS • 4 O.C. AT SHEATHING PANEL EDGES, • 4' 00. AT INTER DRAINING MEMBERS INTERIOR SOLE PLATE NAILING - (2) 16d • 4' OL. EXf'SRIQR 1NW EIL4 - E/6• vIA. A L • 2' - 0• 04. (MIN. TWO AB. PER WALL PANEL) ALLOW,WE SHEAR WITH PRAISE DP. - 460 PLF ALLOWABLE SHEAR WITH FRAMING HP. - 416 PLR. 1/1' GUN.* (EACH SIDE) OVER 2x STUDS • IS' O.C. NAILING - 6• COOLER NAILS A 4' OZ. TYR INTERIOR SOLE PLATE NAILING - ISO • 6' oC. ALLOWABLE SHEAR - 2040 P.F. I/2' •410 (EACH SIDE) OVER 2x STUDS • 16' OC. B LOCK ALL SHEATHING EDGES. NAILING - Ed COOLER NAILS • 4. 0C. rip. INTERIOR SOLE PLATE NAILING - (2) ISO • 6' 00. ALLOWABLE SHEAR - 300 PEP. ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2x FRAMING SPACED NO MORE THAN 16' OZ. WHERE APA WEATHMG IS APPLIED ON BOTH FACES CF A WALL AND NAIL SPACING IS LEES THAN 6' CC. ON EITHER SIDE, PANEL JOINTS SHALL BE GREET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE To NOMINAL AND NAILS CN EACH SIDE SHALL BE STAGGERED. ALL SHEAR WALLS SHALL CONFORM TO UBC SECTION 2614 REQUIREMENTS. ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED SHEATHNG OVER 2x STUDS • IA' O , WITH Od COMM NAILS • 6' OZ. AT blEATHIN5 PANEL EDGES AND E.' OZ. AT INTERMEDIATE FRAMING EMU. SHEATHING P4 EDGES SHALL FALL CN 2. STUDS. ANCHOR BOLTS SHALL DE STANDARD 'J- &34.T'WITH A 4.4 RETURN. OR A STANDARD 1- -BOLT' W14 190 EXTE ANCHOR BOLTS SHALL. BE A 34 STEEL OR 5EiTEPI MINIMUM CONCRETE SIDE COVER SHALL BE 2' 11NEN EXPOSED TO WEATHER. 3' WIN EXPOSED TO EARTH. USE L2' C -D. C- C- STRUCTURAL II , PLYWOOD PANEL SIDING (INDEX 14/0) OR 1/IS' AMA SNBATHEkA 1411T64 THE SAME NAILING WITHOUT REDUCTION CF THE ALLOWABLE SHEAR (SEE ARCH. PLANS AND /OR GENERAL NOTES). 3 /6' C -D, a -C ST1JCTU1EAL II IsLT1WOOD PANEL SIGNS (INDEX 24/0) MAY NEE DING TH'E ALLQWABLE SHEAR IS REDUCED EY3. (SEE ARCH. PLANS AND/OR GENERAL NOTES). NAIL 2.4' OR 2 E TES W/ 16d AT E' OC. (UNO). ON EXTERIOR WALLS ATH SHALL LAP RIM JOIST OR ELSE. INCREASE SOLE PLATE NAILING TO 16d AT b' OC. (UN.0). DOUBLE ALL TOP PLATES AND LAP AT LEAST 4G' AT ,FOISTS WI E - I641 EACH SIDE AND 16d AT NO MORE THAN 12' O.C. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. ELOOELDIAPERAGIn (NOTE I) INDICATES HOS. EMBED 1 -I/6' DIA. ANCHOR BOLT 25' INTO CONCRETE. BOLT TO 4. STUD WITH THREE I' DIA. MACHINE BOLTS. ALL HOLD - DOWNS REFERENCED MANUFACTURED BY '61MPlON STROP -4G -TIE COMPANY, INC.' HOLD- DOUkNS OFF EQUIVALENT CAPACITY BY OTHER MANUFACTURERS MAY BE USED, ALL HOLD - DOLLING SHALL BE INSTALLED PER LATEST MANJFACTJRER'S SPECIFICATION (SIMPSON CATALOG C- 52H -I). SEE PLANS FOR LOCATION AND INSTALLATION DETAILS FOR ANCHOR BOLT INSTALLATION REOJII MENTS SEE NOTE 5 AT SHEAR WALL SCHEDULE. MINIMUM (3/32' THICKNESS APA RATED TONGUE 4 GROOVE SHEATHING WITH 10d NAILS • 16' OC. AT SUPPORTED SHEATHING PEEL EDGES AND US' O.C. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR RED'S.). SPECIFICATIONS: C,aSaMEIRI' AND STEEL &PECSICAT9 fd1ER. I. USE 2$00 PSI CONCRETE SPEC AT 26 DAYS. 2,C42e PSI MAY BE USED BUT RECOMMENDED HAGHER STRENGTH. 7. USE AWN, AGI5 -673 OR EQUAL GRADE 40 REBAR LAPPED 30' MIN AT SPLICES, CORNERS 4 INTERSECTIONS. F 7¢100 PSI CONCRETE, LAP 40 DIAMETER MIN. 01 U -LAM BEAM 6PECIFICET)LWS, I. FOR 1.041 SPANS, 118E 244- -v1, V3 OR EQUAL (TABLE 19 PART A, UBC'I11I4VISUALLY GRADED UESTERN SPECIE6A Pe • 2,400 PEI, Fv • 53 OR 166 POI 4 EXTERIOR GLUE. M MUST CLARIFY IN WRITING TO GLU -LAM SPECS PRIOR TO ERECTION ON JOB, 2. WHERE HAVE SHORT SPANS (SHEAR BEAMED) USE 25I' VD OR EQUAL WITH 01:0 . 2000 PSI AND Pv • 165 PSI AND ones SPECS SIMILAR C AB J S y, C rum TRUES MAPNLFACTURER SHAL� GALL � DESIGN AND HNGTR�E WASHINGTON STATE PE. STAMP ON DESIGNS, DURING ERECTION OF T!t)SMEE, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. RECEIVED CITY OF TUKWILA FEB `7 0 1091 PERMIT CENTER CITY OF TUKWILA APPROVED JUL 1 6 1996 AS NOTED BUILDING DIVISION COPYRGHTO „ownecnrn: rc. I. lost to ,ill,. g _f I. Bridging :, p: i s rt end � or les each )crs I NO 11 1 j .7 1. , • I ] , , :l-roo i A :I..m: C x1 :: ,,, to 7ach )!,i. I1(0 0a 1.7,1 5 .' (5 root) sub lrr,r 30 i s ,r g:r, tin.; l Lee nail -16,1 6. 1 1 0 4 , 1 1 1 0 0 1 1 ( 1 3 0 ' or bloc ncdfi. ■ INI sr 16 Il'N,n 91 ;oIc pli Nock: ai bra,cJ t_I0 101 4176 r^ ■ 7. !,, rI_¢ c o md.I. 0 1 nail 2-161 d to wic pia 4 I or 2.1M. 1 na .. b 3)r610)001a. 0)0■..1 164 0 r<i +4I, 010,10 , . IS Doubled fop Wales. y I face nail ICJ ,I f6' ±.1(0 s Double top plates. r splice 8 - I1, Blinking beroca, joists or ra ;tors to top plate. bend 2 -1W 1 2 . Rim joist to for pia:e. monad 8 , 3 a ; 6 ' 3 1 5 : min I • „ -. I1 lop plates. lap, and irdemections. face nail 2-1NI i4. Continuous headers 0 pieces 164:116' OM .:,100.0. along o :oh.dee 15 Ceiling jot'” re pia,: toenail 3 -00 16. Continuous header todud, icwnaii r 7. Ceding joists. lap' oats partitions. face nail 3.101 15 re:ling , s m paratle I raisern, lace. nail 3.1601 1 19- Rafter to plate, toenail 3-33 0- I” (23 ram) hra 0 to each stud sod pia :, face nail 2.8d 31. : . 3 (25 :dm g 201 mar d.e.,hing or :,,s, to each bearing, fncc nail 23 -1 22, Wider than 1" x 11 ,15 ram x 203 moll sheathing (a each ixaing. face 01:1 3 -8d 21 Boil! p corner sold, I ar 2.1' i:! ,, o -'. Built u girds an 1:, ::: 3 ,. 2lhi at 32 181 i top and boomn and tot st,ggered 2-7!):1 .i cods rind at <7,.1 spice 2" 151 01,17' shake 2.16d at e:ech 10011115 26. `.5001 ))0 rei 3100,5 010 par Iciclrold :' Sohl0oor, roof ::o � a al! si,ca '' :1,g 110 h en tngl: t 1 inch x 35 4 0,3: ) ,' . and less r 643 i'J / / gil or 103 'A' I' 8d, 1!/,'.1 III::' or 84 C, nbinstinn suhlinm-undcrlaymuu (,o framing): (I inch = 25.4 mm) 7 ' and too 615 '/ ' I l 'is' 10d or sO 21. Panel siding 1,,t framing): i /,' 113 turn) 0r )oss 646 5 /n (16 min) 84' 26. Fii<rbryrd sleenlhlog:' 1 7,' ( I 3 min) No I I ga. 671' No 16 pa. 776,- 1201,:011 No. I I fa.a s4 No 16 gel 29. Interior paneling / 44 3/ 61 CRANE D =FSIGN, INC. RESERVES ALL LEGAL rA9t t: 23 (4- N SCHE:rwt 'Common or boo nails may be used eacepi where otherwise slated. `Neils spaced in 6 inches f I51 mon) on eealcr at edges, 1110ch011305 nm:l Cl intermediate supports except 6 inches (152 mm) e: al! supports where spans am 48 inches 11219 tom) or more. Fm nailing of wood nmauml panci and pani<ieboani diaphragms and shear 1,011s. refer t0 Section 2314.3. Nails for wail sheathing may he 00' 001. 1,0 or 'Common of deformed shank. 'Cmrn)nn. , Deformed shank. !!!Corrosion.resistarn siding - -F nnils conforming to the requirements of SeCti 00 232 ! Fasttrldr< spaced 1, 1(0500115 n•nl on center st exterior edges and finches (15210m100 c.rnct at ,010(000,110. sop C 1 ' ' i. 1,h 1110 ,0(h diameter 111 iron I head and 10? -inch (38 . ) g f' I (1 ).1 1 gnsd l�e inch (iann' 15/3, mch(20 enm)rhenthing conforming to the rqu'r mcnt,s or Section _ii. ' resistud sum1es with nominal ch(11 ', nod (' /a,ch( g. /2.inch(13Finn) sheadring andf /,•mch(3Rmn length for }- /]1•incl(2U ) sheathing comlemlrg loth, .mess of Sec m 2325.1 10 01001 supports at 16 inches (40 min) i20 inches (508 mrn) If thong h axis in `•.e long direction of the panel :.. otherwise marked/. Casing or fin sl nails .spaced 6 incites (152 mm) on panel edges. 12 incites (395 nun) at n r mediate snrpoos !!Panel supporls at 24 inches (61(1 ), Casing or finish nad. spaced inches (152 tom) on banrlcdgcs 12 inches (305 m:101 1 5 n ,rd's a sonport, ' RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. ,5G'_bC FUEL 01,TIINC7:. A_ c'lal bu eoufnment ;ea withdn tl^e oullcb,g nvelcpc (ennatr uetcd undid Ira W30.0) sh.tll obtain r d,,rrbutt.Gf alp from outdoors, meetlra the provisions of Section 1011, 1012 ENVELC'"= The elements or a bulldlna u;hrr,J^ ancicsc on- dltlon Spaces, _Frouclh wh10h + .henna) aeroy •nay be 'rarsP,C0red to or from the exterior. Sect'oo' 201 W.SK C. ES. n'uci burning eoiulpme. t located outsides the Lou: laino envelope snail meet the provisions of Section 601 Ut'G. C. I crk, Location and source 0r cornbu'o.tlon din rerer.osr:es __.0(....n 602. 603, 604, 606 'J2'!G. All 'Od.^r - "' • ^...'race shall b l!Str.lci 8,0 Labeled b5 an approved installed to listed 0pec. ic,300c1g Secor. 304.1 - .,a ..C. 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. r d rust ruin app'ances Include air-tight stoves, fire bias :es 0l3, - e,,, roc`o rla-_ers / f . . ep, acs, stoves. facto - -sullt f _.p'- .a-.eo and rr resp :ace ',waits I0(' er adopt.ud by na c'tu ail 500 0) fuel • urnIrn dr cOilance0, strat comply mllr' "he previsions c.T1 Section 304 Each due .: - a t shall be provided with heatino car:Mt :es caraabie of main'ainoo - 0 4 LP a a point 3' above the in ail habitable rooms when the Oats de '1 e'atora 'a ao ,e_ fort In Section 30,2 ti/S.O.C. Section 310.11 UBC: 00510(5 and Aprslla "ceo Urterded For irst.olilatlo 'r closets. aLcoveS or confined spaces shall be s0' dated. Section 3042 U! No warm -air ft,rnaoe shall ' oe installed In room used or designed to be used as a 'bedroom, bat'rroom, closet on In any enclosed space with ac.:e56 only trraubh such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. Section 3135 Ho wer^, -air furnace shall be Installed Ina closet or alcove less than 12' wider than the furnace or furnaces Installed with a m ?nimwrt clear working space leas than 3' alono the sides, back and tap of the Rrnace. Section 3151 112 L(:IUened petroleum, gas - burning appliances slat' sot be installed In a pit, casement, ors miler location where heavier- than -air clan. mloht collect, A s rueS!ed shell not be !notal(aci I0 an above -orsda underfloor apace or basement unless such loratior is provided with Sr approved m For removal of unburned gas. Section 30 UI`IC. !Approval must ooe granted 'os the 5u /15105 Official. Heating and 000llra equipment located In a oaraae and which generates a 5210,4 spark- Cr flame capable of Inanitl05 fiammabie vapors shall be Installed h the pilots and burners or heating_ e!emextts and ,und at !east 19' above the floor level. Section 308_2 U.N.C. o . - dampers need net be (nstalleci it air ducts passing through the wall, floor, r a:aft:no separating, a cesldence? < Group .c, Clvi sicoo 3 occupanc From a garage (Cs 5- 1, Division I occupancy .provided such ducts 'within the garage are con - structed of steel having a !Ho :cress not Ices than 0.019 'nch !No, 25 Galvanized O: bet oauea) .arc 'nave 1,C OOenir•s into the Caraee Section 302.4 'JBL. Wa . -air ru nace ln5tallat!ona In attics or crawl 01050005 shall cromnby with Section . and 320 ., E�aru aco.la on. toner, rage, etc.) de045005 soc be vented shall be connected to a venting system comply:0c with Chapter 6, W'IL. Every '.500 4 built ohlmreu, Type L. dent, Type oas vent or Type BW as vert shall he (retailed :n a :ccardarce with the terms of to Iletln5 manufacture's fast - ructions and the applicable provisions of Chapter '8 121ht-3 vent connection shall be Installed within the space or area !n which the appliances is Located and shall 'roe connected to a chimney or vent 'o such a •tamer as to mel0ta10 the c..learence to combustibles per :Section 515, and Table 3 -C, U/IC. DUCTWCSS: 4. 0',ct systems shall boo of metal as set forth L0 'able, Ves. 6 -4, 6-5, t 6 -C or ractor'y -made air ducts cc with Chapter 6 UhlC. 5. Joints and seams aha li 'oa substantially airtight, Section 6015 Table No. 6 -A !reatanoular coots) end Table Nob -S (flat, Oval, and round ducts), C. Installaticn of ducts shall comply with Section 603 0210. 0. Duct IoouiatLer shall be Installed to acccrdanos 'orbs Tabus GENE R/ -\L_: I PILOTS, BURNER, HEATING ELEMENTS s SWITCHES OF THE FURNACE AND H.W. SHOULD BE A MINIMUM OF 18' ABOVE THE GARAGE FLOC@ THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. cs5 R U1'•1.G. SECTION 308.1, 3082 2 EXIT DOORS SHAH- BE OPERABLE FROM THE INSIDE WITH A NIGHT LIGHT, DEADSCLT, CRR SECURITY CHAIN MOUNTED AT A HEIGHT OF 48' MAXIMUM ASG`VE FINISHED FI.ACR. SECTION 1004 U.B.C. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED 5T AN APPROVED AGENCY. SECTION 23f1. 2 LIVING ROOM CEILING I5 24' ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL SE INSTALLED AT THE HIGHEST POINT. PER SECTION 310.5.1.4 UB�. 5. RECESSED LIGHTING FIXTURES SHOULD BE IC. RATED AND ENCLOSURE LINED WITH A 1/2' !',Uo,S. TAPE AND FINISH. PER SECTION 507.44. W.S.E.C. 6. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED SPACES.(iNCLUDING. THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. U.M.C. 319 5 320 1. DRYER MOI5111RE EHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH 0;= 14' -0' SEC. 504. 31„ 504. 3 2. UIR.C. 8. MASONRY FIREPLACES SHOULD SE PROVIDED WITH A TIGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE CF COMBUSTION AIR SHOULD BE PROVIDED WITH A DUCT OF 4 SQ. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 CF THE WASHINGTON STATE VENTILATION CODE. R SEC. 3102. U.B.C. t V.iA_CC. 3 9. WATER HEATERS, 'LOCATED IN THE GARAGE CF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. AS PER SECTION 504. 2.1 OF THE WASHINGTON STATE VENTILATION CODE. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 INSUL" WITH A FLAME SPREAD OF 25 OR LESS AS PER SECTION 503 '1 'W SFL. I', THE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND N ON- ABSORBANT SURFACE NOT LESS THAN TO' ABOVE THE DRAIN INLET AS PER SECTION 8011 3 UBC 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISITANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING AS PER SECTION 2512 UBC. 13. AIR DUCTS PASSING THROUGH GARAC.: _' WALLS FLOOR OR CIEINO ARE TO SE NO. 26 GALVANISED STEEL WITH NO OPENINGS INTO THE GARAGE. PER SECTION. 302.4, U.S.C. 14. LANDINGS OUTSIDE TO SE NC MORE THAN I' BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. PER SECTION 509. 3 U.B.C. 16. STAIR HANDRAILS AND HANDGRIPS ARE TO HAVE 1l /4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) C. 5/8' TYPE 'X' G.W.B. UNDER ALL SAIR WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'oc. AS PER SECTION 1006.12 U.S.C. IS. IF WATER HEATER 15 OVER 4' -0 IN HEIGHT AND HAS A NON RIGID WATER CONNECTION, THEN IT 15 TO BE ANCHORED AND STRAPPED To RESIST EARTHQUAKE MOTION. AS PER SECTION 304 UT 19 WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. ROOF: ATTIC VENTILATION AS PER 15052!15053 UB.C. SEE VENTILATION CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS CF 1/4 5Q. INCH DIMENSION. 3. ROOF VALLEYS TO HAVE 26 GAUGE GALVANIZED FLASHING AS PER SECTION 1402. 2 U.S.C. 4 SHINGLE NAILS BE GALVANIZED STAINLESS STEEL OR ALUMINUM AS PER TABLE I5 -B -2. 5. COMPOSITION ROOF FASTENERS AS PER TABLE '15 -B -I 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITN NO LESS THAN 30' FOR HEADROOM AS PER U.B.C. SECTION 1505.1. ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO SE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. TRUSSES TO BE MANUFACTURED IN A PLANT THAT IS APPROVED UNDER THE REQ- UIREMENTS OR SECTION 1101.1. EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP, AS PER SECTION 2311.6, AS WELL AS MANUFACTURED PLANT NAME AND ADDRESS, DESIGN LOAD AND MAXIMUM SPACING. AS PER U.B.C. STANDARDS SEC. 2326 CUSTOM HOME DESIGN & STOCK PLANS TO REORDER PLANS 1 - 800- 848 -5421 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO - /IDE TYPE. 5. NONBEARING WALLS SHOULD SE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR ON NON - SEARING WALL. 1 0. ROOF TO SE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'H' ANCHORS OR EQUIVALENT. Il. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BuILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCEENED BLOCKING OVER SUPPORTS. P- C 14. SHADED AREAS = FRAME OVER W WITH 2x6 RAFTERS + 24'or_.. UN.O. O CC FOUNDATION: o 0 1. GALVANIZED METAL FLASHING u_ TO SE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED AS PER SECTION 2311 2 U.S.C, SECTIONS: I. ALL EXPOSED INSULATION MATERAILS INCLUDING FACING SUCH A5 VAPOR BARRIERS OR SEATHERED PAPER SHOULD NAVE FLAME SPEAD /SMOkE DEVELOPED RATING SHOWN ON 25/450 OR LESS. AG PER SECTION 2602. 3 UBC. COPYRIGHT® CITY Of TUKWItA APPROVED JUL 1 6 1996 AS NOTED BUILDING DIVt31.N RECEIVED CITY OF TUKWILA FEB 2. 0 1996 PERMIT CENTER O O 0 di ' N =?TES I. ALL STRAP HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INBtALLATION.. 1911p HOLDOUNB CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 1. ALTERNATE TYPES OF APPROVED HOLDOUNS CAN. ISE USED IN PLACE OF', STRATA HOLDOUNE. SUBMIT DETAILS FOR PfoE.11cY' F.E1PROVAL -. 1 Q1r I .L item. RCNTB YO IAA TER AL. ON 9 ▪ ENEEY - W3JECT TO CRW4NAL M O ECUPKYk — 4x POSTS OR (2) 2x STUDS i HIN. IS' 0C. i - -- EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE - -3500° CAPACITY STRAP ' HOLDOU.NS * MINIMUM UN.O (SEE PLANS) 7 - CONC. FOUNDATION 4 FOOTING 1/2' PLYUK2OD WI Ed NAILS •3' O.C. 4x POSTS OR (2) 1x STUDS -4 AMHD22 3500° CAPACITY STRAP HOLDOUNS * • BACK Cr POSTS OPTIONAL LOCATION (4- 1-A -16 1- pROsJ ECNA5") • FRONT CF POSTS (1) 2x PLATES F.T. S'_L PLATE I�• _5/S' DIA. xIB " A.B. CONT. FOOTING • DOOR OPENING ALL STRAP WOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLDOWNB CAN SE USED At EACH CORNER TO. MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES or APPROVED HOLDOWLNS CAN BE useo IN PLACE OF STRAP HOLOCONS. SUBMIT DETAILS FOR C{ TRAP 1 AT OPTIONAL LOCATION 1/2 PLTUbOD W/ Ed NAILS 13' 0.C. UN.O. AT 16 r Opik? OR ROTE - AM DImwaiann Slid E 0 Aml ViiRN9 FN4r To ConNrudlon. io c —, - -Ax POSTS OR (2) 1x STUDS • MIN. 24' O.C. I/2' PLYWOOD 111 Ed NAILS •3 OC AT r4J L. E:ISE6 P7_Y4 AR °L61. W/ 2 td -T MIIJ. 3504• CAPACIT'? FLOOR TIE ANCHORS —5/5' DIA. xiS�AD. (2) 2x PLATES — 2x P.T. SILL PLATE H(AHv2O. aK S L4a.t_ - 35047 CAPACITY STRAP HOLDOUNS Y NOTES I. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . 1110 HOLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOUNS CAN CE USED N PLACE OF STRAP HOLDOUNS. SUBMIT DETAILS FOR . -E1 0' ANEL 4t ! OVER CRAWL SPACE ANEL AT FLOOR OVER PONY WALL ®kC)ER AT CORNED ' ETAIL (11INIMLM LATERAL RESTRAINT PANEL) 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 1 - Ix STUDS NAIL SHEATHING TO EACH STUD - -Sd NAILS AT 3' O ALL PLATES. READERS 4 STUDS -APA RATED SHEATHNG 3/5' MIN. 24/0 EXP. I 2 - 2,4 BLOCKING AT ANY PL YWOOD JOINT 14PAl GR. E,dUl.0 — APPROVED HOOKED -END 5.000 TO CONCRETE CONNECTORS WITH 3500 CAPACITY (MIN. 3 2x PLATES - NAIL 5HEATHING TO EACH PLATE 1/2' DIA. A.B. - T' IMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE IN GARAGE END WALLS AS. SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE WOLDOWS. BOLTS AND PLYWOOD NAILING AS 51404UN. IF USED ABOVE PONY WALL USE DETAIL *1, EXTEND HEADER TO CORNER PLYWOOD W/ Sd NAILS • 3' O.C. 4x POSTS OR (2) 1x STUDS 3x BLOCKING • PLYWOOD JOINT EADER SPLICE O D1TA1I (24 24C14 LATERAL REVR.NNT PA1411) I2 CAPACITY STRAP TIE AT CGrrTCH E:tW� 3/S' PLYWOOD W/ 8d NAILS • 3' O.C. Ar pA ED"E-/S 4x POSTS OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS CITY OF TUKWILA APPROVED: JUL 1 6 1996 AS NO(ED BUILDING DIVISION 2x4 TOP PLATE READER NAIL SHEATHING TO HEADER AT 3' O B.W. -2 - 2x STUDS NAIL SHEATHING TO EACH STUD —Ed NAILS AT 3' O.C. ALL PLATES, HEADERS 4 STUDS APA RATED SHEATNIWO 3 /S' MIN. 24/0 EXP. I 2 2x4 BLOCKING AT ANY PLYWOOD JOINT NFLN222. EEU L- APPROVED HOCKED -END WOOD TO CONCRETE CONNECTORS WITH 24x0° CAPACITY (MIN) NOTE: FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETU.EEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS 51(01114. IF USED ABOVE PONY WALL USE DETAIL 8 '1. 2 2x PLATES - NAIL SHEATHING TO EACH PLATE -ei)- V4 DIA. A.C7. - Io EM DL C�t1E. CONTINUOUS FOOTING OR SLAB EDGE RECEIVED CITY OF TUKWILA FEB 2 0 tugg PERMIT CENTER COPYAIOFRC ..�... ... 1.v % Y T. y re. t I\ OE9H3N, INC S SBWVE9 ALL LF'4i.AL R SI±i'S TO MAT4TSIM ON `WA ANEET - SUtl ISCT TO ClItM1 Ai PgOSSCUTIOW. (2) 16d - 6' CC. I 6' OC _.. ---- .x BI.00KINY> FLOOR )01ST PERR+•'F -U.-AR TO WALL .434 (S MPSON) -� • 33' 0:.. .OR CONC. WALL. 1-1> 4' -O' • VI - -- SHEAR WALL (SEE Rt.AN.' HPAHD22 (SIMPSON) - _._ -_FOR LOCATION BEE PLAN WHERE RELJIRWD __.'4 00N, REINFORCEMENT Act x 10' FOR SITE P SP=ACING SEE PLAN NOTE: FOR i TPICAL SWEAR WALLS < HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 9 -3 (TYP.) U.ON. SHEAR WALL 40 FOUNDATION WALL r216-TEAR WALL 6 FOUNDATION WALL (DSECT ON cp,x)OR JOkiT PYPIPIITf3ICLILAFt TO WALL) \.)(FLOOR JOIST PARA LEL TO WALL) I6d - 6' CC.- 2x 511.10 WALL (2) - 6' C.C. (WON.) Sd - 6' O.C. • BOTTOM Ft < RIM JOIST TYP. SHEAR WALL NAIL NYa 2x STUD LLIALL - -- SHEAR WALL / (SEE PLAN) ORIZONTAL DIAPHRAGM 1 H 2x BLOCKING 3 - I6d INTO JOIST ANC. DIAPHRAGM NOTd, FOR TYPICAL SHEAR WALLS A HORIZONTAL NOM FOR. TYPICAL SHEAR WALLS . HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE. ON 5-3 (TYP.) LION. DIAPHRAGM NAILING SEE SCHEDULE ON 9 -3 (TYp.) USN. ()TYPICAL SMEAR WALL tonnersesolcutAm TO FLOOR kW). UI ISUP11rJ¢ - c-C FLOOR JOIST - SEE PLAN 2x SOLID BLOCKING NOTE; FOR TYPICAL SWEAR WALLS 4 HORIZONTAL DIAPN n.-G11 NAILNWi SEE SCHEDULE ON 5-3 (TYP.) HON. TYPICAL SHEAR WALL (FLOOR JOIST PloRThlAG LATe TO kLWSLL) 'CONTRACTOR IroTE - All Oman s3,4 Sh•l Check•d A kl. V•nS•d 7) Itd - 6' 00_ - I6d - 6' O - HORIZONTAL- - DIAPLRAGM SWEAR WALL - FOR O.C. NAILING a TYPE ��. SEE SCHEDULE -56 - COOLER • 4' 0C. .. - _ - -- SWEAR WALL lam.- (SEE PLAN) NOTE FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON S- 3 (TYP) ON t I HPAItir22 (SIMPSON) - FOR LOCATION SEE PLAN WHERE RFOUIRED "4 CON ' . 3' '!NFO(4'CE^F*1' ----- A.6 10 FOR SIZE SPACING SEE PLAN SHEAR WALL / (SEE PLAN) - -16d - 6' CC (10)TYPICAL SHEAR WALL JOIST PARALLEL U1FT1-1 WALL) 3 I6d • JOG DIAPHRAGM 2x. SOLID 51_0(- COUPLE JOIST -' • SHEAR WALL 6 TYF'ICAL SHEAR WALL (PARA I-EL Wfld FLOOR JOIST)- LIOSUFROIZTTO I6d - 6' OC. (U.ON.) 4 - 16d NAILS INTO BLOCKING SOLID BLOCKING E g2 ".G - - -2x NAILER W/ It'd - 6' 00 NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5-3 (TYP./ WON. ST2!22 OR MSTA36 • STUD - SEE PLAN DIAPHRAGM NAILING - SEE ',-) DOUBLE JOIST NAILED W/ 16d '2' 0.0 ub STRAP TO BEAM- / WI S - Sd TO EEAt'1 E - Ed TO COUPLE JOIST NQTi- FOR TYPICAL SWEAR WALLS I HORIZONTAL NOTE; FOR TYPICAL SHEAR WALLS HORIZONTAL DIAPHRAG3" NAILING SEE SCHEDULE ON 5-3 (TYP) LION. DIAPHRAGM NAILING SEE SCHEDULE ON 8 -3 (TYP) U.ON. /�- -- SHEAR WALL (SEE PLAN) (2) 16d • 6' 00. (11 ON.) 2x SOLID BLOCKING - - A SWEAR WALL 1 6d - TOENAIL - -- • S' C.C. EA. SIDE STAGGER NAILING SHEAR WALL — -' NOTE: FOR TYPICAL SHEAR WALLS ;t HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 8 -3 (TYP.) U.ON. O TYPICAL SPEAR WALL MARALLIEL WTTW JOISTS) - SUPPIOPT$.I MSTA36 WV -- 26 - !2d TOTAL - - 2x 871)0 WALL -- (2) 16d • 6' O.C. TO 2x BLOCKING a+ WALL FLOOR JOIST - - -- 7 / / 23.< BLOCKING Wi 3 -16d • JOIST 4 DIAP1 -7 BEAM - SEE PLAN HORIZONTAL DIAPHRAGM -3 -16d • JIOST a DIAPHRAGM - DOUBLE JOIST NAILED WI 16d • 12' O.C. —NI 6La'IUIJ& ro RI'1 16d - 6' OC. (U.ON.) - HORIZONTAL DIAPHRAGM - SEE NOTES FOR NAILING __ FLOOR JOIST - SEE PLAN FOR SIZE I SPACING NOTE_ FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE. SCHEDULE ON 5-3 (TYP.) WON. C VERTIc AL - WALL TO WALL CONNECTION 146 - STRAP--I TO BEAM 4,,4 in 166 - 6' CC.-- 7x BLOCKING - SECTION I6d - 6' OC.- NOTE: FOR TYPICAL SWEAR. WALLS I HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 8 -3 (TYP.) U.ON. TYPICAL SPEAR WALL !tLq.4M' 0E.660* JOIST) - SUr ET?O -I6d'- 6' OC (7)16d - 6' O -- 2X BLOCKING - - � W/ 3 -I6d • JOIST 4 DIAPI. t - - - --_ - ... -- MSTA36 OR 872122 - STRAP TO BEAM (2) FJ. • SHEAR WALL fi /---------FLOOR JOIST BEAM - FOR SIZE BEE PLAN SHEAR WALL OFFSET (PIL.Trer CIO -LAR TO JOIST) r irvt' ry,. M.C. G' Pn°' PPS44 OR PB846 — CONCRETE FOOTING - FOR SIZE SEE PLAN __.. - REBAR - GEE PLAN TYPICAL. SHEAR WALL (SEE PLAN) CITY OF TUKWILA - (2) 16d - 6' CcA4)pRo1fED " -2x SOLID BLOCKING !i iiii IF i JUL 1 6 1996 AS NOTED BUILDING D4VT14ON COPYRIOHTW ADDITIONAL E BLOCKING OFSET IF OFFSET MORE THAN 24' 434 (SIMPSON) 32' OC. W/ -Sd NAILS 2X BLOCKING Wi 3 -16d INTO JOIST / DIAPN. NQTEL FOR TYPICAL SHEAR WALLS t HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 8 -3 (TYPAk2M CITY OF TUKI)IILA. FEB 2 0 Ir`.es PERMIT CENTER =IT) I i 1 1- 1 -I 11-1 I "nil IMW CRANE DEVON. INC OVE8 ALL LEGAL MO/T(8 TO litATEPLAL ON THIS SHEET SWEAR W.F.LL (6E8 PLAN) (2) 16d - 6' 06. - -. DOUBLE JOIST NAILED W/ 166 - 12' G.C. 'CONTRAy"TGII NOTE: FCR TYPICAL 5HEAR WALLS 1 HORIZONTAL DIAPHRAGM NAILING 5EE SCHEDULE ON 5 -3 (TYP.) U. N SNEAR WALL OFFSET (PARALLEL TO JOLT) HEADER - SEE PLAN (EXTEND HEADER THRU PANEL) TYPICAL ---< SHEAR WALL NAILING (EA. SIDE) - BEE SCHEDULE ON SHEET 9.3 7 mass* - Ibd - 6' O.G. 22‹ BLOCKING W/ 3 -16d • JOIST 4 DIAPH. - 2X BLOCKING FLAT' bd- 6' 0C. INTO BLOCKING 1 TOP IF ,„..-91-48AR WALL (SEE PLAN) 4x4 POCT 166.4' And Verfbr! Prior To conotruclbn. SUSJECT TO CAI TOP PLATE 2x4 844 4' 06. TOP PLATE -- -NAIL 91- HEATING TO HEADER 4' O.C. EA. WAY - TYP. - -- (2) 2x STUDS NAIL STUDS W/ 1644 - 6' OG OR - (2. 2x4 BLOCKING 1R' COX PLYWOOD ONE 510E W/ 106 - 3' 0.0. (FOR I 6') - TYP. — HP4 HOLDOWN W/ 24 - 1424) NAILS EA. END (OR 4)024) TYP. - db x 16' A.B. •4 CONT. —CONC. FOUNDATION C . SECTION RIPPED 2x4 BLOCKING TYP.,R6OF DIAPHRAGM NAILING - SEE SCHEDULE 244 BLOCKING WALL TO MATCH WALL BELOW PREFABRICATE 7916888 • 24' OC OR RAFTERS W/ CLG. JOISTS - ---------\ 688 PLAN INAL PPOOSECUTK7N (2) 1644 - 6' O.C. Sd - 4' 0C. MIN, — INTO TOP 4 BOTTOM JOIST 2x SOLID BLOCKING W/ 3.1•d NAILED TO FLCIOR JOIST 1 HORIZ. ['QIAPHRACoM 2x NAILER W / -' 1644 - 6' O.C. TYP. EACH SIDE 812122 MIL STRAP W/ 16 -166 WRAPPED AROUND 8LOdZING/ 3L1H JOIST 1644 - 6' OC. 22.4 BLOCKING OR RIM JOIST A34 (SIMPSON) • 32' O.C. W/ 8 -844 NAILS INTO SOLID BLOCKING 4 TOP PLATE NOTEI FOR TYPICAL 94)64(9 WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5-3 (TYP.) U.ON. (9 SHEAR WALL ONSET (lLOOR JOIST 0151 TO nKT6RIORe UAW TYP. ROOF DIAPHRAGM) OR SKIP SWEATING Ixb W/ (2) ed SEA. SUPPORT • - BEE SCHEDULE ' SiMP6ON) --- HURRICANE • uOLI7 UN LOCATION W/4 - 844 EA. END (8. -8d TOTAL) d NOME: 'LJORK SECTIONS 1 I-- TOGETHER SECTION L3.104 REO'D 7 =.11r i 11 PREFAB. ROOF TRUSS / OR ROOF JOIST BLOCKING NOT 5HO40- FOR CLARITY ( 5E8 SECTION 13) 2x BLOCKING W/ 2 - 1644 NAILS/BLOCKING SWEAR WALL NAILING' - SEE SCHEDULE - - -- M5T436 W/ 26 Id9d NAILS CR S12122 - SEE PLAN _BEAM /D(OJBLE ,10!ST - 9EE PLAN \ --0..C44 MIN. W/ (2) - 9/5'O MB. • POST (2) - 5/8'44 M. • BEAM FOR ACTUAL SIZE SEE PLAN NOTE: FOR TYPICAL- SHEAR WALLS e HORIZCNTAL DIAPHRAGM NAILING SETT 8CE!FDULE ON 6-3 (TYP) U. ROOF DIAPPRAGM / SPEAR WALL C4LL/E4M CONNECTION HORIZONTAL. DIAPHRAGM FLOOR JOIST - 91.4EA9 WALL (SEE PLAN) 501-21228 W/ 14 -1644 R 67436 W/ 26 - 1 ®d (END BOUND. OF 8H949 WALL ONLY) -Ibd - 6' O.G. (U.ON.) BM /GERM - SEE PLAN — HANGER - SEE PLAN NOTE: FOR TYPICAL 91-EAR WALLS 1 HORIZONTAL DIAPHRAGM NAILING, SEE SCHEDULE ON 9 -3 (TYR.) U061 r5irlf='. SHEAR ,WALL BEAM CONN. TY. SPEAR WALL - BEAM CONN. (FLUES) El9AA9J NP lD1�PP9!D 6YEA11) 166 • 6' 0.C.- 2x BLOCKING - CUT TO FIT SHEAR WALL NAIL ING - SEE SCHEDULE SECTION 4' -8' MAX, EEEEEHEEEEfil a NOTE: FOR ADDITIONAL INFORMATION SEE SECTION 6 - - 10P PLATE 434 • 49' CC. 2- Ibd •I 2' 0.C. MAX. • SPLICE TYP ='(CAL CPORD /STRUT CONNECTION - SPLICE -- PREFAB. ROOF TRUSSES / OR R001 JOIST SHEAR WALL NAILING - SEE SCHEDULE. HORIZONTAL - DIAPHRAGM FLOOR JOIST SHEAR UJAU. 512122 OR MSTA36 -A34 (SIHPSCN) •32 W/ 6 - Dd NAILS INt° RIM JOISTS / BLOCKING 1 88 AM — 8M /GL8M • 5E8 PLAN NOTE, FOR TYPICAL 91-IE4R WALLS 4 HORIZONTAL DIAPHRAG6 NAILING 988 SCHEDULE ON 6 -3 (TYP.) LION. -- (YP. ROOF DIAPHRAGM NAILING - 6E8 SCHEDULE PREFAB. TRUSSES 1 24' O.C. 2x6 SOLID BLOCKING +' -0' OC. I BLOCKING EA. END 3 TYP -1644 TO SOLID 16d • 6' O.G. — FOR SHEAR WALL TYPE 4 NAILING 988 8CL-DULE C SPE,AFIR WALL th,040 MI 0191 Roe, .. 9) CITY OF TUKWILA APPROVED JUL 1 6 1996 AS NOTED_ BUIt -DING DIV fSI N RECEIVED CITY OF TUKWILA FEB 2. 0 100 PERMIT CENTER COPYIiKIHTO Em P.) !'. RIO/ N NU ss t - L CRANE DEVON. INC OVE8 ALL LEGAL MO/T(8 TO litATEPLAL ON THIS SHEET SWEAR W.F.LL (6E8 PLAN) (2) 16d - 6' 06. - -. DOUBLE JOIST NAILED W/ 166 - 12' G.C. 'CONTRAy"TGII NOTE: FCR TYPICAL 5HEAR WALLS 1 HORIZONTAL DIAPHRAGM NAILING 5EE SCHEDULE ON 5 -3 (TYP.) U. N SNEAR WALL OFFSET (PARALLEL TO JOLT) HEADER - SEE PLAN (EXTEND HEADER THRU PANEL) TYPICAL ---< SHEAR WALL NAILING (EA. SIDE) - BEE SCHEDULE ON SHEET 9.3 7 mass* - Ibd - 6' O.G. 22‹ BLOCKING W/ 3 -16d • JOIST 4 DIAPH. - 2X BLOCKING FLAT' bd- 6' 0C. INTO BLOCKING 1 TOP IF ,„..-91-48AR WALL (SEE PLAN) 4x4 POCT 166.4' And Verfbr! Prior To conotruclbn. SUSJECT TO CAI TOP PLATE 2x4 844 4' 06. TOP PLATE -- -NAIL 91- HEATING TO HEADER 4' O.C. EA. WAY - TYP. - -- (2) 2x STUDS NAIL STUDS W/ 1644 - 6' OG OR - (2. 2x4 BLOCKING 1R' COX PLYWOOD ONE 510E W/ 106 - 3' 0.0. (FOR I 6') - TYP. — HP4 HOLDOWN W/ 24 - 1424) NAILS EA. END (OR 4)024) TYP. - db x 16' A.B. •4 CONT. —CONC. FOUNDATION C . SECTION RIPPED 2x4 BLOCKING TYP.,R6OF DIAPHRAGM NAILING - SEE SCHEDULE 244 BLOCKING WALL TO MATCH WALL BELOW PREFABRICATE 7916888 • 24' OC OR RAFTERS W/ CLG. JOISTS - ---------\ 688 PLAN INAL PPOOSECUTK7N (2) 1644 - 6' O.C. Sd - 4' 0C. MIN, — INTO TOP 4 BOTTOM JOIST 2x SOLID BLOCKING W/ 3.1•d NAILED TO FLCIOR JOIST 1 HORIZ. ['QIAPHRACoM 2x NAILER W / -' 1644 - 6' O.C. TYP. EACH SIDE 812122 MIL STRAP W/ 16 -166 WRAPPED AROUND 8LOdZING/ 3L1H JOIST 1644 - 6' OC. 22.4 BLOCKING OR RIM JOIST A34 (SIMPSON) • 32' O.C. W/ 8 -844 NAILS INTO SOLID BLOCKING 4 TOP PLATE NOTEI FOR TYPICAL 94)64(9 WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5-3 (TYP.) U.ON. (9 SHEAR WALL ONSET (lLOOR JOIST 0151 TO nKT6RIORe UAW TYP. ROOF DIAPHRAGM) OR SKIP SWEATING Ixb W/ (2) ed SEA. SUPPORT • - BEE SCHEDULE ' SiMP6ON) --- HURRICANE • uOLI7 UN LOCATION W/4 - 844 EA. END (8. -8d TOTAL) d NOME: 'LJORK SECTIONS 1 I-- TOGETHER SECTION L3.104 REO'D 7 =.11r i 11 PREFAB. ROOF TRUSS / OR ROOF JOIST BLOCKING NOT 5HO40- FOR CLARITY ( 5E8 SECTION 13) 2x BLOCKING W/ 2 - 1644 NAILS/BLOCKING SWEAR WALL NAILING' - SEE SCHEDULE - - -- M5T436 W/ 26 Id9d NAILS CR S12122 - SEE PLAN _BEAM /D(OJBLE ,10!ST - 9EE PLAN \ --0..C44 MIN. W/ (2) - 9/5'O MB. • POST (2) - 5/8'44 M. • BEAM FOR ACTUAL SIZE SEE PLAN NOTE: FOR TYPICAL- SHEAR WALLS e HORIZCNTAL DIAPHRAGM NAILING SETT 8CE!FDULE ON 6-3 (TYP) U. ROOF DIAPPRAGM / SPEAR WALL C4LL/E4M CONNECTION HORIZONTAL. DIAPHRAGM FLOOR JOIST - 91.4EA9 WALL (SEE PLAN) 501-21228 W/ 14 -1644 R 67436 W/ 26 - 1 ®d (END BOUND. OF 8H949 WALL ONLY) -Ibd - 6' O.G. (U.ON.) BM /GERM - SEE PLAN — HANGER - SEE PLAN NOTE: FOR TYPICAL 91-EAR WALLS 1 HORIZONTAL DIAPHRAGM NAILING, SEE SCHEDULE ON 9 -3 (TYR.) U061 r5irlf='. SHEAR ,WALL BEAM CONN. TY. SPEAR WALL - BEAM CONN. (FLUES) El9AA9J NP lD1�PP9!D 6YEA11) 166 • 6' 0.C.- 2x BLOCKING - CUT TO FIT SHEAR WALL NAIL ING - SEE SCHEDULE SECTION 4' -8' MAX, EEEEEHEEEEfil a NOTE: FOR ADDITIONAL INFORMATION SEE SECTION 6 - - 10P PLATE 434 • 49' CC. 2- Ibd •I 2' 0.C. MAX. • SPLICE TYP ='(CAL CPORD /STRUT CONNECTION - SPLICE -- PREFAB. ROOF TRUSSES / OR R001 JOIST SHEAR WALL NAILING - SEE SCHEDULE. HORIZONTAL - DIAPHRAGM FLOOR JOIST SHEAR UJAU. 512122 OR MSTA36 -A34 (SIHPSCN) •32 W/ 6 - Dd NAILS INt° RIM JOISTS / BLOCKING 1 88 AM — 8M /GL8M • 5E8 PLAN NOTE, FOR TYPICAL 91-IE4R WALLS 4 HORIZONTAL DIAPHRAG6 NAILING 988 SCHEDULE ON 6 -3 (TYP.) LION. -- (YP. ROOF DIAPHRAGM NAILING - 6E8 SCHEDULE PREFAB. TRUSSES 1 24' O.C. 2x6 SOLID BLOCKING +' -0' OC. I BLOCKING EA. END 3 TYP -1644 TO SOLID 16d • 6' O.G. — FOR SHEAR WALL TYPE 4 NAILING 988 8CL-DULE C SPE,AFIR WALL th,040 MI 0191 Roe, .. 9) CITY OF TUKWILA APPROVED JUL 1 6 1996 AS NOTED_ BUIt -DING DIV fSI N RECEIVED CITY OF TUKWILA FEB 2. 0 100 PERMIT CENTER COPYIiKIHTO Em P.) !'. RIO/ N NU ss Crane design, Inc. Reserves All Legal RILahts To Material Oh This Sheet - Sublect To Criminal Prosecution. CoNtractor I L _.. 1401 �1'I r coatir, . 4 I eSi s hie9 I D a.* rJ. I 00. cao FA "CEL J Je Checked Ahd Verified I'rior To CotstructloH. .., ee,r .ka IS It hf. PARC£L «JJ J. ' Jr. w /)'fl'e)' M !JDl °O' ::122. 26' ,SCALk r. +0• 0 viKK SITE PLAN FOR Vielc ROPF #tItS. 001P, §CALIE 1 / 131;= I' -Oil To Reorder Mans 1- 800- 848 -5421 RECEIVED FEB 2 01996 TUKWILA PUBLIC WORM COI'YRIGNt NC : -7/61 o r RECEIVED CITY OF TUKWILA FEB 2 0 1996 PERMIT CENTER 1 +CO APPROVED PER PUBLIC WORKS I iTTER DATED + a�.r 200.00 RECEIVED Cl OF TUK`NILA APR 91 1996 PERMIT CENTER • DESIGNED .• DRAWN GJS COMP. CHECKED 22.00' STA 205.47 NEW SS H TYPE 1 -48" RIM =22 .25 IE =216. D-8" N 87 .'3'09" W 925634" 213.61 3" N 8753'09 W / '%Jcc I I I L6re�c� _ a) I N 98* 5'47" 728.80' 106. 4032 5 14-e ST it EX CB RIM EL - 26.2T INV EL =23.16' .2 S. /48th :STREET S� „P I f?E "Si L 6E L(XA7 5 FT FROI- THE a ii - si SRO PIER -T'{ . U6/C DF LOT I 01- f1'PPL'IED4SJ sf'{19tL REV Ise TIAC sTDR -M . RA1 NA -CAE a COODI I , R-L. C,6 Ar SE ED 0 VFW CF LoT I i-t cEu lD) EX CB RIM EL = 219.19 INV EL = 21738' 224.45 I . i - IZ•• � EXI RAIN R6a 0 719•18 • 215.41 SCALE 7"- GRAPHIC SCALE `'2 10 20 40 - - >r STA 0+00 EX SS MH RIM EL= 21433 INV EL = 206.13' INV EL. = 206.23 NEW W 214.33 RECHANNEL PER SEWER DIM: STANDARDS AND SPECIFICATIONS 214.77 215.26 ( IN parr ) 1 inch A. 20 ft. EX SS MH RIM EL - 211.93' INV EL - 200.93' 230 220 EX CB RIM EL = 211.90 IIVV EL = 210.75'. W . INV EL < 208.70' E 210 2+00 SANITARY SEWER NOTES 1. ALL. SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE VAL -VUE SEWER DISTRICT STANDARDS AND SPECIFICATIONS. 2. ALL PIPE USED FOR CONSTRUCTION O SIDE SEWERS SHALL CONFORM TO PVC SDR -35 AND THE REQUIREMENTS OF ASTM D -30 34 -73. 3. MINIMUM `SLOPE FOR 6" SIDE SEWER`• SHALL BE 2.0 PERCENT. 4. MINIMUM DEPTH OF COVER FOR 6" SUE SEWER SHALL BE 18 ". 5. ALL. CONNECTIONS SHALL. BE MADE 14TH RING -77TE JOINTS. 6. CONTRACTOR SHALL OBTAIN REQUIRED SIDE SEWER PERMIT FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. TOPOGRAPHIC AND BOUNDARY INFORM'RON PER CHADWICK SURVEYING & ENGINEERING' SURVEY MAP JOB NO. 95183Z SHT 1 .11 2 OF 2. - RECEIVED MAY -11996 TUKWILA PUBLIC WORKS GROUND 12" SD 1E...210.23 STA 0+bO EX 55' MH E L • RIM •6L x• 14, #3' : INV EL :206.13' INV EL. 206.23 NEW W • RECHANNEL PER SEWER DIST. : STANDARDS AND SPECIFICATIONS. 230 JOE NO. 706 -001 -761 DATE. MARCH 28, 1776 DWG. NO. 7061S:PP. : -