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HomeMy WebLinkAboutPermit B96-0160 - HAMASAKI RESIDENCE - NEW SINGLE FAMILY RESIDENCECity of Tukwila �- (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 896 -0160 Type: B -BUILD Category: NSFR Address: 10225 BEACON AV S Location: Parcel 0: 032304 -9234 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: SEATTLE Contractor License No.: TERHUHI133J7 TENANT OWNER ARCHITECT CONTACT CONTRACTOR Status: ISSUED Issued: 08/28/1996 Expires: 02 /24/1997 Type of Occupancy: DWELLING Slopes: Y Sewer: SEATTLE HAMASAKI NOBUYOSHI 10225 BEACON AV S, TUKWILA, WA HAMASAKI NOBUYOSHI 3523 S PORTLAND ST, SEATTLE WA 98118 STEPHEN SULLIVAN 18596 76 AV W, EDMONDS WA 98026 KAY HAMASAKI 3523 S PORTLAND ST, SEATTLE WA 98118 TERHUNE HOMES INC. P.O. BOX 1267, KENT, WA 98035 Phone: 206 778 -6812 Phone: 206 722 -4945 Phone: 206 854 -8500 ***************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** *err * ** * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE - FAMILY RESIDENCE. Units: 001 Buildings: 001 Fire Protection: UBC Edition: 1994 SETBACKS Front: .0 Back: Left: .0 Right: .0 .0 Valuation: 145,232.05 Total Permit Fee: 1,847.96 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 9-(1) Permit Center Authorized Signature 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 perms Signature:/ Date:_ _��"-j� Print Name:42061Lixecl1l.0 81IEs.ELK1 Title: __ZLI1 O4 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. X21,. ix1f�:f .S "r,Y x�. k'r � . . .r E DP .4.! E ,;(a AF T N T ; a45 ,ewohg..Y7i. };'1..1' = '.0 +i«t .+? s< TE ; > iDA ; INS ; ,,54 ..0.3,.7 .�,t )f r y ; F. AP, P R O�V:EDt. ', , . 1 . ,V \: ",l •n'.t� i:1)e , ... • ' " r x , t T.. ,:. �> : •r� }�;.r s , < RE QUIREMEN TS F / :: CO MMEN TS , . ., :,: 1.�. .� w: s�• t s ir .e . . f �... (4 Plan Review Meeting l�.e.J - 7 - ''I ' O c { "L �Y / t (v - 6 1Io NIT: tv F BUILDING - initial review 40104° WI4/c“, (ROUTED) R. - ONSULTANT: Date Sent - Date Approved - 3RD NOTIFICATION IlL FIRE r / (r �/ 5 �-, ( ( ,t-,;(1, - FIREPROTECTION: • Sprinklers • Detectors • WA �IREDEPT.LETTER INSPECTOR: NIT:,) ti-t -S/ C Ptu-' l rf L.*/ 1 / 2 . KI PLANNING (4761q 6 ZONING: /—>7 _ AR /LANDUSE ONDITIONS? /Yes • No n EFERENCEFILENOS.: INIT: Al C'1 WINIMUMSETBACKS: N- S- E- W- PUBLIC WORKS � G �JZIlo �� �� TILITYPERMITSREQUIRED? "2 Yes • No 'UBLICWORKSLETTERDATED: ? -- Z 3 - INIT: "1 2 9 . 6 ■APA t- (p se+E o4 TYPEOFCONSTRUCTION: �� � G Plens to R &) (Q "(a CERT.OFOCCUPPANCY? QYes 64No -cu9 - KQP UBC EDITION (year): 19 9L�- C BUILDING - final review IN I 0 BUILDING OFFICIAL 07/et to • INIT: AMOUNT OWING: 1 1 1, -75 CONTACTED r l r n6`rx u _ 8(20 '.JI�J.� l�.e.J DATE NOTIFIED O c { "L �Y BY. (init.) `�' y ��;�..'" 2nd NOTIFICATION'- BY: (init.) 3RD NOTIFICATION BY: (init.) CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Pq49ccr4 Building Permit Application Tracking PLAN CHECK NUMBER ,M2-00 REVIEW COMPLETED PR JECT NAME E cxnl a:3 cdc SITE ADDRESS Noou oshi / o � 3 EAcoN 1L .� DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. SUITE NO. 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. 0V15/96 SITE ADDRESS SUITE # / n A5 r E. , /At/ . C..)c . j� 9F/ir VALUE OF CONSTRUCTION - 17 ( �u= ,':. >,;: •0,:, ASSESSOR ACCOUNT # 52.3 t? :– q,i7 V - — G' PHONE 741 _ (FL,/ v.S ADDRESS 3 - c' ,,. ,_ PROJECT NAME/TENANT A ' ., ii C' ,y /fAI'l11 c3AK1 TYPE F New Building Addition Tenant Improvement (commercial) 0 Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other ZIP CONTRACTOR fp 05 l,G7Fd DESCRIBE WORK TO BE DONE: ,,,ii /L 11/1InJ F f; /I �E/'- /wit/ T - 1 IA, Q / /A)C -, LLcc Tj 1 C 4 L £71_1, gUI-1 (-1./ -/4,/ l24/2__X PHONE BUILDING USE (office, warehouse, etc.) - Cs lDCA j /,1 L RECEIVED NATURE OF BUSINESS: WA. ST. CONTRACTOR'S LICENSE # WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: Roe t 1 , n r . A ) - 1 �,1' P P , - Nc J - ro t' n - 1-- ( ( „; � F 1 L. `, 5 1-' (i ; ? r cto- (' 7 5 f ' 4% \, i , (- P. SQUARE FOOTAGE'- Building: Tenant S pace: Area of Construction: ARCHITECT 5 it Y /0 K ' W14.L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ANo 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: D Sprinklers 6 Automatic Fire Alarm System PHONE 7 *5 _ & ,c /.� ZIP 9- =(. >;? (- PROPERTY OWNER`/c 6 c/ )/(/ /1 /1i y4,141\I PHONE 741 _ (FL,/ v.S ADDRESS 3 - c' ,,. ,_ c; C:? - 1 ZIP CONTRACTOR fp 05 l,G7Fd PHONE ADDRESS RECEIVED ZIP WA. ST. CONTRACTOR'S LICENSE # JUN 0 6 1996 EXP. DATE ARCHITECT 5 it Y /0 K c/ L L -/ V A ti TI A PHONE 7 *5 _ & ,c /.� ZIP 9- =(. >;? (- ADDRESS /s'c: C- / _ 7 6 T 6/ A v'C 1,4) , 1 = i1 r 1G'ti'D e WOE :,- CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PC -0G5 PLAN NUMBER CHECK ( , � c ( APPLICATION I11U 1 HE FILLED OUT COA1PLETELY BUILDING OWNER OR AUTHORIZED AGENT ADDRESS DATE APPLICATION ACCEPTED SIGNATURE )Z _ / ' .111 PRINT NAME PERMIT CENTER BUILDINZ PERMIT APPLICATION ,1 HEREBY CERTIFY ;THAT 1 ! HAV READ; AND ;EXAMINED THIS: APPLICATION? AND KNOW THE; SAMI T! :BE'TRUE`AND CORRECTAND 1 AM AUTHORIZED:; TO; APPLY. FOR THIS PERMI DESCRIPTION BUILDING PERMIT. FEE PLAN CHECK FEE: BUILDING SURCHARGE OTHER: TOTAL AMOUNT i / 111915 - (9,14;7,.4;) I ') :r;(; RCPT # DATE pc I rC)12. T /-N nit) S 11 / l; ( CONTACT PERSON PHONE 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 applicatbn 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. It you have any questions about our process or plan submittal requirements, please contact the Department of Carterauntifl Development Building Division at 431 -3670. C:IN CIF TIJI?' II DATE APPLICATION EXPIRES . JUN 0 1996 f �,�. ( �; �,2 DATE PHONE V2 _ 9 CITY/ZIP 6 YL COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS D Completed building permit application (one for each structure E Assessor Aocount Number %Two sots 0) cif the following 11 Specifications Structural calculations stamped by. a Washington State licensed engineer C Soils report stamped by a Washington State licensed engineer LJ Topographical survey 0 Energy calculations stamped by a Washington State licensed' engineer or architect n Legal description I n Working drawings, stamped by a Washington State licensed: architect, which Include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings. • Elevations • Civil drawings • Landscape plan ri Completed utility permit application (one for entire project) Six (6) sets of civil drawings II NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE Completed building permit application I Assessor Account Number Two (2) sots of plans which include Building floor plan showing; • Entire space where racks will be located • Exit doors • • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and NOTE' Include dimensions of racks (height, width and length), aisles;; and exit ways on plan n Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over) RESIDENTIAL NEW SINGLE FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure) Cn Legal description I n Assessor Account Number El Two sets (2) of working drawings, which include,; • Site plan (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 n Washington State Energy Code data Completed utility permit application I Six (6) sets of site plans showing utilities • NOTE: Building site plan and utility site plan may be combined... See utility permit application and checklist for specific submittal requirements.:. Additional topographical and soils information may be required if unique site conditions. SUBMITTAL CHECKLIST COMMERCIAL TENANT: IMPROVEMENTS Completed building permit applicatkin (ono for each etructu e: tenant) Assessor Account Number Two (2) `sett of construction plans;.whfch include; Site plan • Locadon of tenant epaoe •.Exisdng and proposed•parking • Landscape plan (if applicable, i e ; of ute) Overall building plan . •::Tenant.location ':•:' *.Use of adjacent (common. wall) tenant •Overalldimonsiona of building or square, foot* C • Cross sections showing wall construction and method of attachment for floor and ceiling. IT Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: It any utility work is to be done, submit separate utility permit application and plans. 1 • Tenant space plan with use of each room labelled.; • Exit doors, egress patterns • New walls,: existing wall, and walls to be demolished. Construction details Completed building permit application (one for each structure) Assessor Account Number In Narrative describing existing roof, material being and material being installed.; NOTE: A certification letter Is required prior to final Inspection and sign= off of the permit I 1 ANTENNA/SATELLITE DISHES n Completed building permit application [I Assessor Account Number .. Two (2) sets of plans, which include ::?` Site Plan (showing building and location of antenna/satellite dish) ri Details antenna/satellite dish and method of attachment E Structural calculations stamped by a Washington, State !icons engineer may be required RESIDENTIAL REMODELS Completed building permit application (one for each structure) In Assessor Account Number Two . (2) sets of.workfng drawings, which include • :• Site plan • Foundation plan:; Floor plan Roof plan •. Building elevations (all views) Building cross = section Structural framing plans NOTE .,l! any utility. work Is fo be done provide utility permit application and plans. must. be submitted removed, and. REROOFS n Completed building permit application (one for each structure) • Assessor Account Number Narrative describing existing roof, material bein material being installed, • NOTE: A•aertilication letter Is required prior to linal inspection and s! off of the permit n.: .:. C 1 t Y OF T U l: W I L A. Permit No: B96 -0160 Address: 10225 BEACON AV -- Suite: . Tenant: HAMA'SALI NOBUYU'SHI Status: ISSUED Type: B -BUILD Applied: 06/06/1996 Parcel #: 032304 -9234 issued: 00/28/1996 •k k k 4 -4 -4 k k •4 - 4 -* * k k k k k •k 4 - k - k 4 4 4 '4 4 4 4 - 4 - 4 '* 4* .t .4 - 4 - 4 4 - k 4 4 4 4 4 4 2 4 4 •4 4 4 4 -4 -4 .4 4 2 2 4 -k 4 4 - k 4 .4 -k .4 4 4 4 - 4 * Permit Conditions.: 1. No changes. w i l l be made to the plans un 1 ess. approved by the Architect or Engineer• and the Tukwila Buiiding Division. 2. 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). 3. Electrical permits shall be obtained through the Was.hiigton State Division of Labor and Industries:. and all electrical work will - be .inspected by that agency (248-6630 4. All mechanical wort: shall be under separate permit issued by the City of Tukwila. • S. All permits, inspection • records, and approved plan' shall be available at the Job site prior to the start of any con- : truction. These documents are to be maintained and avai 1- able'until final inspection. approval is granted. 6. Engineered truss drawings and calculation_ shall be on site and available. to the building inspector for inspection purposes. Documents sha 1 1 bear the seal and signature of a Washington State•Profes_ional Engineer. 7. Any :exposed insulations backing material shall have a Flame Spr•_ead,,.Rat i nq of 25 or• 1 ess . and material -sha 1 l bear i dent i - Tication showing the tire performance rating thereof. • 3. All - construction to be-done in conformance with approved . plan and: requirements of the Uniform Building Code (1994 Ed i'tlon) -as .amended, Uniform Mechanical Code (1994 Edition), and'Washington State Energy Code (1994" Edition) . . 9. Notifythe City of Tukwila Building Division prior to p l a c i n g any concrete. This procedure is .i n addition to any requirements for special inspection. 10. Rock regaining walls are limited to 4 -feet high unless a specific design is submitted. Such design shall be prepared by a professional engineer 1 icensed by the State of Washing- ton. Design submittal -hall include a soils investigation by a Geotechnica1 engineer. A separate building permit will be required. 11. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage faci 1 ities•. 12. The site shall have permanent erosion control measures in place as soon as p o s s i b l e after final grading has been completed and prior to the Final Inspection. 33. The property owner shall sign a Sewer System No-Protest Agreement for future upgrade of the existing deficient sys- tem prior to the Final Inspection. 14. WATER METER PERMIT WILL BE ISSUED AT A LATER DATE AFTER THE NEW WATER MAIN IS INSTALLED AND CONNECTION CHARGES CALCULA- TED 15. ALL UTILITIES SHALL BE PLACED UNDERGROUND OR APPLICANT SHALL APPLY FOR WAIVER TO UNDERGROUNDING ORDINP,NCE. 16. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building 17. Validity of Permit. The issuance of a permit or approval of plan:, specif icati` t and computations sh,11 nt be con - strued to be' a pert: for, or an approval of, ' dv violation of any of the provisions of the b u i l d i n g code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. .?? 4 04**** k******** ****k * *k********** ** ****A****A* :F; :FF:F a •,O.k* CITY OF TUKWILA. WA TRANSMIT **:%** ***** ** * *** **•.k* *k * *•k * ** *A*** fir*•1 **k* * *A. *h*** *kkA * ** * * * ** *:F *:F TRANSMIT Number: R9600508 Amount: 4,406.00 11/08/96 15:32 Payment Method: CHECK Notation: N. HAMASAKI !nit: MEV Permit No: PW96••0250 Type: PW-WM WATER METER PERMIT Parcel No: 032304 -9234 Site Address: 10225 BEACON AV S Location: 10225 BEACON AV S Total Fees: 4 «406.00 This Payment 4.406.00 Total ALL Pmts: 4,406.00 Balance: .00 *:AA *•** A* ***Ik** ***** ** ** * **3 *• -*•A* *•h ***A •A•k* *4 *****3****•A * *** A** *•k* Account Code Description Amotint 000/345.830 PLAN CHECK - WATER METER 10.00 401/388.102 WATER CONNECTION 4.206.00 401/386.520 WATER INSTALLATION (DEP) 150.00 401/342.40(> WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FEE 25.00 * * * * *A *k* ** ** * * * * * * *** * *** Ak k**** A: F**•A*k**** * *hA *kk ***A*.F *.t* ** CITY OF TUKWIL.A. WA - n1(3 TRANSMIT ** *Irk *A* * * * *** rA?r•k**A* *A* *** ** k ** * k * **k **k *hA••, * * ** *!:!r•lkA** TRANSMIT Number: R9700594 Amount: 42.00 06/06 /9 11:52 Payment Method: CHECK Notation: TERHUNE HOMES 'nit: SMC Permit No: 896 -0160 Type: B -BUILD BUILDING PERMIT Parcel No: 032304 -9234 Site Address: 10223 BEACON AV 8 Total Fees: 1.889.96 This Payment 42.00 Total ALL Pmts: 1.889.96 Balance: .00 ***• k********• h* A * * ** * * * *•h * * * * * * * * *•k * * * * * * ** ** * *•k * * *3 * *3•A * ** A *•A *•k* Account Code Description Amount 000/322.800 BUILDING ]:NVESTIG T1ON 42.00 4747 11/12 9611 TOTAL 4406.00 1172 06/09 9717 TOTAL 42.00 . •I 1:4****:1.4**A*:1N *;4kir* kh• 4k* k*:** 4**•k:44*44*44• *•.t44 *{.4'.4444*** 131(119'0(!00 1RAP ?HTr. l':ITY OF TUKWIL.A. WA *k*• k** A* 4 ; 4h*: l*:% tkA44' 4** **44****k* *A** **4h:4 ** *4*/4*44 *4h4*4* *4 *4 , TRANSMIT ..Number: R9600471 Amount: 1.121.75 08/28/96 14:3.9 n.avment Method: CHECK Notation: KAZUE HAMASAKI Init: SL8 ., —Permit No: 1396-0160 Tape: U--BUILD BUILDING PERMIT Parcel Na: 032304-9234 Site Address: 10,225 BEACON AV S Total Fees: 1.047.96 This Payment 1.121.75 Total ALL Pmts: 1.847.96 • Balance: .00 *,C4.**4 *•A * ***d* * **• Ask* ****y **sti* *4* * A* *4 *• * * * * * *A44- * *.A * * *3.4 ** * * *** 4 count Cade 000/322.100 000/386.904 *44** * *v4** **k ** .ITY OF TUKWJ.LA. PA 4kk * *** *4 4:1 * ** *:1 TRANSMIT Number Payment Method Permit No Parcel No Site Address Location This Payment * ** *Ask * * * *•A* *4 ** !account Cori' 000/345.530 412/342.400 Description BUILDING - RES STATE BUILDING SURCHARGE Amount 1.117.25 4.50 * * * *•b **:4:4*•k4**A *4* *k * *k* *4 *.4 k4 *4 * *•A.:4 *•4k:k4A:4 *•AA* 15q6-0( PA !ql T A** *:4* *4*4** *A *:A+ *4 k: kk4khk:4**kh * * *^4*4*4*•44 *� * 896004/J. Amount: 25.00 08'28/96 J.5:0c. : CHECK Notation: KAZUE HAMASAKI Init: MEV PW96• -0249 Type: PW• -SD SI'O31ti DRAINAGE 032304-9234 10225 BEACON AV S : 10225 BEACON AV S Total Fees: 25.00 Total ALL Pmts: Balance: 25.00 25.00 .00 4 ***4 **444* •k•k * *41 *•k**1 ***4*4 ** *444* *k* * 4.44 * * Description Amount PLAN CHECK - UTILITY 10.00 INSP FEE STORM DRAIN 15.00 , nrIn 7 . 77 77 T 7777711 7 .7 . 17 77 2685 08/30 9617 TOTAL 1269.25 aLCs �1 ao1aco Amount 75.00 22.50 '-t':F** *:+s:'k*:4** * ***** k * *A* ar: t********** A** 4 .* kkk *# * **A *k:t•k•k•k:44* * *•A** CITY 0F• TUKWILA, WA {�1 QZ**IcA (f) (1 T RElr��;hi1 1 *A!c*:F *,:4 **A•4* *A *A *A *4:.4 * #+�,t -P * *i*kkk *k */.*k * *A. *'**A* **4* TRANSMIT.. Number: 89600471 Amount: 25.00 08/28/96 1.5:04 Payment Method: CHECK Natation: KAZUE HAt4ASAKI Init: MEV Permit No: PW96-•0135 Type: PW -CCAS CURB CUT /ACCESS /SIDE Parcel No: 032304-9234 Site Address: 10225 BEACON AV . S Location: 10225 BEACON AV S Total Feels: 25.00 Total ALL Pmts: , 25.00 Balance: .00 *is* ** !****** A• k*********> V************* AA41k * *A *i0** *it *k ***A *4.kil* ** Account Code Description Amount 000/345.830 PLAN CHECK UTILITY 10.00 000/342.400 It1SP FEE •- UTILITY 15.00 oacD.GJ cs13 &1 • .€133161(0_ `*++*+++A++**it++^+**A 4+*A+ � CITY OF TUKNILA.`NA K= lk�NS�T .K^� -� �&�~'. � + a**�**+++�++ +4+++A++ak****+*++A++*+***A***+*=�����`- *~r**a TRANSMIT Number: 96004233 Amount: 726.21 06/06/96 10:41 Payment Method: CHECK Notation: N. HAhASAKl Init: KJP -_--'---..------_'_'_---'-----_-_--__----_--''-�--'----__-.�-''-. Permit Not D96-VI60 Type: 8-BUILD UUILDTNO PERMIT Parcel No: O32304-9234 Location: BEACON AU S & S RYAN KY This Payment 726.21 *+++*+h++*^+A.*h+*k++++*++*******Ik+ Account Code Ue*cripticn 000/345.830 PLAN CHECK - RES Total Fee: 1.847.96 Total\K\LL Pints: 726.21 `n '\- 1,121.75 ++****+**^h+Nk+*+4*+***+*+A Amount 726.21 —`--`----`--''-`--------- 0269 06/06 9611 TOTAL 726.21 COMMENTS: '6 Orm orr ca7►1 /Lids. k [2,5-b c * tJ 2 I rJ N. E . G,& (LNct2,._,• , r- 6c ' n P 64 X s f I J /`�o R��'1Y� 11 c. o xt � —•(C1R 6 CA E tA-1`- 1nt I pct) €74,ST3 - Special instructions: Date wanted: 2 .7 T o m. k..1 Requester: F'�i�.lM 1 4 �S ' Phone No.: -7 Z-z - 14-9 4,5 r. Project I' Ty Int ctio : ) Address: 228 U Date called: 2- � r ; Special instructions: Date wanted: 2 .7 T o m. k..1 Requester: F'�i�.lM 1 4 �S ' Phone No.: -7 Z-z - 14-9 4,5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X Approved per applicable codes. INSPECTION RECOR.n Retain a copy with peL,'t PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: 6- Date: aqTa $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: Proje t: a s k1 of • s e tlon: 1 vs Sp Addrep2 15eacon d ... „ ......9 ._ 7 Special instructions: Date want d p c a.m. f Reque _rA 7,-(.4 YA Phone L A Li 6 l am .. .. COMMENTS: I �� ' - 6 - 1 — '-- 4 Sc T7' l W o C i u ^+6 Isr . p3.. w 4i iS T - p►)Aq C�� P C�5 Inspector: I INSPECTION RECOP Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per aaalicable codes. I I Corrections required prior to approval. PERMIT NO. (206) 431 -3670 Date: /2, 5? 57 $42.00 REINSPECTION FEE REQUIRED. Prior to insp cti n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: r Type of inspecti ? N /� L ' �+ht 1 NI S Ti )-NG S>J.i.$) K- .:vAt_ is (0 fi2.oc,-s2 . D called: lld(o— 1 — 97 z Si-4kc��4cfc...- 1.0 & m' T S Neu i.D P. -- 1 o 'lY " . P 11.1 s ezt- LL "" pg_.o (L h vxwo piwO O k.--r0 Qccu'M . r\ PrAeg 5 ( R . G . Y '+ Type of inspecti ? N /� L ' �+ht �adres 10 c i A D called: lld(o— 1 — 97 Special instructions: Date wanted: 1 - 1 1 — 9 -, (Q p.m. Requester: y .c.,\1 wt Phone No.: g9\ .2G00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: cL Date: Ltf"S7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: cz,at.... eLm‘c m 4,1s. 1 1 :4€ GM...A-GE Wir‘--t- , Fd it— kSr6.• 1 S Ak-S -6 CA OS10% / eiCIV(ka..0 it_ wA—L.l.- . z) S P.F.E1 GtA- (L G b o , 6.F. v\- - 1 - 0& -- 4. 64-Sen WIL. cl 5 /8"" ' 3) Gwe) aF- L 11.4 Cte X OF GkAILIJA kov‘ , i% 16E C1.0 , -AL - 007 A I1 Se -1 LX . AC-1VA— , Z) cc,. PA-1*cl 4) ( PLA A4 PO ( ) I'M 0A-L. YT (S (2 / IN ,S LAP mic TIN.: _Dc.-ciLs GLAk sa.-- eLA-,4. \S1) M b•E" fla f,1 Phone No.: g _ s Goo I'm 4-11.)sNcyl." Projl• ittA Type of inspecticm 4AL O try Eiocot% poi Date called: Special instructions: I(OS PtizF- OVE-g- NISTE-g) Ps-Am5 A$ ot.1 krro403 eOlAtZ-TEV Date wanted: io - 2 _ 1 .... P.m. Requester: 1)\ Phone No.: g _ s Goo iTh INSPECTION RECOPret Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: i Date: - 69(0-0t(00 PERMIT NO. (206) 431-3670 I j Approved per applicable codes. rCorrections required prior to approval. Inspector: (-7 "-pc $42.00 REINSPECTION FEE REQUIRED. Prior to inspecfon, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: co i Prgjec :mem 5n ii �t ize6 �r � d Tp agtl gectign � F - AL ess: Date called::�� Special instructions: Date wanted:_. Vj - -Z-0 ( � �� p.m. Requester: f4A- W p G � t t_f Phone No.: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I INSPECTION RECOF Retain a copy with permit U Date: 4ftn..hehc S - O 1(,o ERMIT NO. (206) 431 -3670 Corrections required prior to approval. 2-0 1 $42.00 REINFECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ri • COMMENT A 11 -"Th GAF- TO ( t.t,Sef IMO Z 114 c . PLm ( b L— G rt4NAr.t0 w1ikv'' Mt ctir- (IA GAAG . 4) Sh.(- G t aziaCA- T /k'z"► PYOJA Ciz4ir m 1:441A 1-►;1'i OctiL. l 4) 5 /Err rx' Gt is t,¢� - 12 U h/+D�c7t --- 37)4 -t12 ts.1 f • Pll'LnfIrCE kci ri. � 5) S PT1 c. 5 g FS-�., '� "e vat. r-+44 ICS WC C. i) pp wPrt. — of ISA-S . -h - IS A-t-1 f N .3PFTXar.1 I Te' MST Cam•+ 91. a" 1'f'" 6.(4 ,9 rw , 'AA (IF CZ) rJ 'YIA Lit t V.-c Q> N.S.-11111...k 1 r AW rte- Nrc ' 71) DCA-' >' v NJ /40v) _ Thi •W1 Lk.- .6,7 / tJOt -r"7. '�~ -..• -- .. buISID- Z'rThR... 1•SFED A Nam DaA1L• ADO Pncr m I1Mrr! Prm. 6A g_r Type of inspection: . ` A L O lf6' �m J41 A Date called: S, 10 - g 7 Special instructions: - N)5, m 1 4.. pep'M D wanted 1 ` q c 1 � am: Re uester: } AIE� 1 Ate � �1 `' ' ' �-/ COt M1 �+�- phone No.: Q ' 1 _ rsoo INSPECTION RECOF‘D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, 1*VA 98188 INSPECTION Inspector: NO. Appro ed_ (et.appled codes. . • .u.ht_rill. w .., bC1 (o 01 coo date. ""� SI51 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. Receipt No.: Date: COMMENTS: -31,02)_i_galALATIZ C.4-1- PA %* ei i-IP . vicha ir ?WI r NJ ? S* &, ' AA 9ligh4. q) A f P-A-Iv . P,2 irraL. wpra m vim-a Ao0 Y ov\ well.."' f NSIN a A k aep in 14A A., I NS (w vi IT vm P.s.a 14G AR 1-1 'P. ILZPolt-C 11 9 OA -TE 1 zi 7• GA3K___AML-- , El-eel-LICA. iteCkf C A- , tl) c 'fi 1 i v. ISu C- %.,..hvx.s` (- UAL. ) e (.4-43 c priA__ rv.... eNAI senw,\G, sli,, c»J 1 witurvi Poeiacii LA Kici - 6:1 ILO. 1 2 -) 6 6.1•4-1 MEc.144,4■C.A-%.- PI wArt... (Ck..1 (ItA NI) 19 Aildef 6.4.1%/4V'e D<CSt %.*" swro..._112-c pmft) GtAr$4.011A4L- S,14A-tA.. AT' ezqual cr A G II sei-i-Fwe - m Paa - i4-buGA . Project: 44 Alt.% (LE Type of inspection: ,-- i rf Prt...- Address: 6.e'Pr(v..1 t-d . Date called: Special instructions: Date wanted: 3 ( 9 ( PC? Requester: Phone No.: INSPECTION RECOZ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98184 (206) 431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: I I Y9 - ol(oo I Date: S ) / PERMIT NO. b.$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: . kJ/A ...4...,14.4.c.ilq_lasN.2% Klwr ..! — Project: f+3 A 1N Type of inspectiorlG i IJSo c L -� lrJ1 to Address: I OaS 6 � 10 Date called: S//91q1 Special instructions: Date wanted: p.m. Requester: Phone No.: Approved per applicable codes. INSPECTION RECORR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: IS ( t - oJc, PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. Inspector: Date: 1 /7/57 t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: PTO A , A -1 Cam Ti insp y � �� n: rrAl � � i t!`v ddress: N A V s Date called: Special instructions: Date wanted: 2 , / . ( a.r�. Requester: w I Phone No.: ,s _gs •. INSPECTION REC010 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: Date: PERMIT NO. (206) 431 -3670 I 4 CO " ENTS: Approved per codes. Corrections required prior to approval. (A iPS ,e,S JL1 Inspector: Date: 7 4 , w , f F 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ��` Type of inspaetiori: Msf L4 �0\ Address: / 022S -r, Date called: Special instructions: Date wanted: ' f c� /!A a.m. p.m. Requester: / Phone No.: INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: 1,2..l.., _..w at.w.....:w4 Ztow4,^1.i.:oft 5 •:ta1n. INSPECTION RECORD✓ Retain a copy with permit Corrections required prior to approval. C Lt/, 0 Cx VA Cei t-t ,JC 43 cRei. —6,6 PERMIT NO. (206) 431 -3670 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: ...: i�_. •-•. dtdE .t.,rsi+L,esyt .u.. COMMENTS: Type of inspection: 30 I c. -1-,he Address: 1 D ZZS , C fin � v it ki D , ate called: I I Z � ci ^ 1 RA-t. . ! t — .....,...' ,,...ea... a/ a _3c ot I oL .9-$1.33' .2 Al 1 ON 49 i triA"., ��a. c,'o Vt4-;iy-AA C. t9.A..4.,,r.L Cl) V4.-O- . a-.•.� dr v..aJ.J . rt r a.r- „. .t. w i - Project: ri b hn 1SG.1Lf Type of inspection: 30 I c. -1-,he Address: 1 D ZZS , C fin � v it ki D , ate called: I I Z � ci ^ 1 Special instructions: Date wanted: I ( Z „ ‘M? Requester: Phone No.: V 5 -- WS150 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 INSPECTIO NO. Approved per applicable codes. INSPECTION J RECO Retain a copy fnrith permit 5 %6(GO PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 1. /9, $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: 5gr..11SwiW4SIal,64.x ..... _ . COMMENTS: Type of inspeptjgr}: t, V v' — Nt1 COr Ar em-1 c3 .O.D f t-- (L, ..) 5 .1 t A. �, 6, N\Sµr� A� P org, illiF U wtrt N)S t`k-9 p„A-s\r Special instructions: Date wanted: j f 2 i cy? a.m. Requester: Phone No.: 4 . — 4 0 Project GCAs Type of inspeptjgr}: t, V ,pte Addres 2 , ,Da called: I .. C Special instructions: Date wanted: j f 2 i cy? a.m. Requester: Phone No.: 4 . — 4 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECOIL Retain a copy with permit : ;mot PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: 1' 22. C $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: da.•r4. -• .b.. �r...s,...el,,.;.�...,. kud.:s'tiivr.,L'2al,�dS�^lr _�.t�i. Ti., M "FE1j[6YYdnS.::irtr'`- "'- •+ #.i+ COMMENTS: A / / ck A2 lXta'�W oe 4 «iume t4/ T /, I i �GJ✓'` KlI , Gt �r / [ 5,5 `- e- d ' U t„< __s Special instructions: s , 6) 4..,dh / Z M .� —1 _41- 7 •0.4t. rs 5 7j /37 /bc. .3�, '" 0 L V _ _ I1 - . / I 41..I 5 /44) , , - / i6U _ //`` r�l�(�Q / /Al F ro l0 - -_d0 62d !4� l 4 04-4; Proje n 44 � l 00 A Type of inspect' nr i‘ Address �. „ , Date called: Date wanted: 1 ZiP)17.7.--Thl 1 / l p.m. Special instructions: s , 6) 4..,dh / Requester: ` 'Phone o.o '" 0 INSPECTION RECO Retain a copy with permit INSPECTION NO. � 16 t, CITY OF TU WILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 Inspector: Receipt No.: Date: eq "Vt. PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, COMMENTS) L ` i i.. 6. gr 3 1 "b y /3 r��� 1 ytr e )L5 / Leo _ 0 / %1- $� // ./ .` t f .4 -.1 / /J. I ._ /AI , H kr 7 d � Si— , , . '-e - u / V'4. C? Special instructions: i h �? 6t 4, : fq GIB , S m. 3 r✓ ss , lett, c,; 0 ,ri• S 5,� 44 h rsf � 5 0 1 % 7 - . . c p_e_c_ �y r Phone No.: Project: .r—^ Type of inspecti Address: Date called: Special instructions: Date wanted: /44 7 m. Requester: Phone No.: 9. INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. ,5% -014 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 Approved per applicable codes. •J Corrections required prior to approval. Inspector: Date: / 7 ( - 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: r 'e t a • T-mt3 fins '' Daatte '- called: 1 n:: .) " j ( ..2 A dre :): ? orfall S Special instructions: Date wa ted:. c� / e u te A r: )!R Phone No.:gAA. INSPEC S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 U Approved per applicable codes. 'Receipt No.: INSPECTION RECO Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.0 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pr pjp AS^ K-1 REs<a K001- InSgriYrij A NA )Lam % Z2- 05 fV A4 s f V Date called: I t ' g ,l 9r _ Special instructions: Date wanted r 1 (I) p.m. Requester: v l b Phone No.: q6 il _ f6O0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OMMENTS: Approved per applicable codes. $42.00 REINSPECTION FEE REQUIRED. Prior to in pect on, fee must - be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECO Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. P ilNl`�M 1�--� T specti h,' HA'Li I � dr t m A / ' t Date called:.' _ s_ •i YJ _ Special instructions: Date wanted: ` 1 2 . _9 0 ca,:rm_.? Requester: W N \ l Phone No.: B64 INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: Receipt No.: Date: Prgyr 1 AGp,,K 11 5 Type o Inspe 4 L .icio to M e:ON AV S Date called: /�► --� _ � _ C.��O Special instructions: Date wanted: Q q � 4 v a rr p.m. Requester: w e / Phone No.: QG , $ INSPECTION RECD r Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. TO CSI (00 , PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: (A ' •T PAT S 6Z I -3M dtJ -Tti -0th Inspector: Date: REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: % IL! .ft.ftt i. �.,� � a 1 .. ,e�d:t: !?..�X = .t;? yrx�nr�ta_YtiAko t �!�isiis �:. A4tt. tri!r Project: Type of inspec an: Addres . Date cane.. Special instructions: Date wanted: .-(.3-q6 '� /jd Requester: Phone No.: ktii Approved per applicable codes. CO MENTS: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.01 REINSPECTION FEE • QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: aroje t: R T of inspection: 5:0T? k, i . tegj dd 1WC Q v S Date called: 2,9 _ 1, Special instructions: ,��, Pao. . Q 1100 Q. M • Date wanted ( lD . m 1 Requester: iL AR ART'" / Phone No.: II 0 ). INSPECTION RECO Retain a copy with permit INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. / r Receipt No.: Date: Flo - coo PERMIT NO. (206) 431 -3670 Corrections req I:ed prior to approval: $42.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10a Call to schedule reinspection. t Permit No: PW96-0155 Status: ISSUED Proiect: HAMASAKI SFR Site Address: 10225 BEACON AV S Location: 10225 BEACON AV S Parcel #: 032304-9234 Wetlands: Sewer: SEATTLE Contractor License No.: TERHUHI133J7 1ENANT OWNER ENGINEER CONTACT CONTRACTOR Issued Ey: HAMASA•I NOBUYOSHI 10225 BEACON AV S. TUKWILA WA 93173 HAMASAKI NOBUYOSHI 3523 S PORTLAND ST. SEATTLE WA 93118 SULLIVAN COMPANY 13596 76 AVE W. EDMONDS WA 98026 KAY HAMASAKI 3523 5 PORTLAND ST. SEATTLE WA 9311i TERHUNE HOMES INC. P.O. BOX 1267. KENT. WA 98035 444,4*44*4k444A44**44A4***AkA4 ch4k444.4444.44***444,44 k44 , 44.44k444444'4#44444 Additional Permit Description: CONSTRUCT NEW ACCESS DRIVEWAY FOR NEW RESIDENCE • Existing Square Feet: Additional Square Feet: New Sauare Feet: 2217 Inspection Fee: Plan Check Fee: Si9WAtUre:_ 444444kk44k4 APPROVED FOR ISSUANCE 'BY JJS Final Inspection Approved: COPE' CUT:ACCESS:SIDEW:.' 15.00 10.00 TOTAL FEES: King County. Valuation: Value of Construction: .00 .4 4 4 4 4 4 14 4 4 4,44.44444 k . 4 .4 4444 444 4'4 4 4 4 4 4 4 4 4'44 44 kW 44 44.44 4 4 4 4 4A 4 4 44 4 4 4 444 I hereby accept this permit and agree to abide•all applicable sections of the City of Tukwila Municipal Code. We agree that the City of TukwIla shall be held harmless for a:1 or any claims arising as a result of th;s project. Permits which have 'lapsed beyond the expiration date he require a re-application and re issuance of the permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WOR1: AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. 4 . 44,4 . 41,44 . 444**44 , 444*A . 4444 - 44 . 44 . 44 . 4444,44,4* . 444444K444444444444444444 Authori:ed Permit Center Signature , 4 . 44 , 444*.44 . 47 , colk Wlekkkk A•ikk —4( 1 4 AA* 4:4'A'A 444444.47k 4444 4444 44' 44 44 4444 444444 4 4 I hereby certify that the permit holder whose name and add appears on this record has satisfactorily met the standards and conditions for the prolecr approved herein. Inspector Signature Issued: 03:23:1996 Approval Lettet: E'oire: 02.4i97 Watevcourse: Slopes: Y Water: SEATTLE Phone: 206 7 22-4945 Phone: 206 722-4945 Phone: 266 773-631' Phone: 206 722-4945 Phone: '206 354-3500 Acct No: 000i34:400 No: 060/345.330 Date: 1 !/;1( Date Address: 10225 BEACON AV S uite: Tenant: HAMASAKI NOBUYOSHI Type: PW-CCAS Parcel #: 032304-9234 , .:11 - 1 OF 11.1),WILA Permit Nc: P'9-01 55 Status: ISSUED Applied: 06:17:1996 Issued: 06:28;1996 4**4**44**4**4 **44**4444 444144 44444444' 4444 44444444 Permit Conditions: 1. Temporary erosion control measures shall be imolemented as the first order of business.to,prevent sedimentation off- site or into existing storm drainage facilities. 2 Driveways shall comply with City residential standards. Driveway width shail be a 10' minimum and 20' maimum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet„ 3. Driveways shall be paved for a minimum distance of 20' from the edge. of existing road pavement. 4. For residential driveways. a minimum 12" concrete or ADS N-12 pipe shall be installed under the driveway at the existing drainage ditch location. 5. Work.. affecting traffic flows shalt be closely coordinated with the City Utilities Inspector. Traffic Control Plans be' submitted to the inspector for prior approval, kormit No: Fig96-0156 I - Status: ISSUED Poiect: HAMASAKI NEW SFR Address: 10225 BEACON AV S Location: 10225 BEACON AV S Parcel #: 032304-9234 Wetlands: Watercourse: Contractor: TERHUNE HOMES INC. rENANr OWNER ENGINEER :::ONTACT CONTRACTOR Grading/Fill (Yards)-Cut: Permit Fee: Plan Check Fee: Other: Total Fees: Issued By: 75.00 97.50 Final Insnection Annroved ev: issued: 03:26:11 Approval Letter E..pives: 02:24:199 Slopes: License No.: FERHUHI133J7 Phone: 206 7'-4945 Phone: 722-4945 Phone: 206 776-6312 Phone: 206 722-4945 Phone: 206 854-350C HAMASAKI NOBUYOSHI 10225 BEACON AV S. TUKWILA WA 93178 HAMASAKI NOBUYOSHI 3523 f, PORTLAND ST. SEATTLE WA 98116 SULLIVAN CO 1.3596 76 AV W. EDMONDS WA 93026 KAY HAMASAKI 3523 S PORTLAND ST. SEATTLE WA 98118 TERHUNE HOMES INC. P.O. BOX 1267. KENT, WA 98035 4* k 44*** MA*** k* ****4*4444** k 4* 4**4**4**4' 444 k 4* 4 44*44444444444 4 4' 4 Additional LAND ALTERING FOR CONSTRUCTION OF NEW RESIDENCE APPROX. EXCAVATION FOP FOUNDATION: 270 CU YDS APPROX. BACKFILL AROUND FOUNDATION: 97 CU IDS APPROX. FILL FOR GARAGE.ENTRY.DRWY. PATIO & REAR AREA OUTSIDE OF DAY- LIGHT BASEMENT: 160 CU YDS. 270 Fill: 257 Total: Account No: 060/322.100 Account No: 000/345.330 Account No: 000/3'86.904 Valuation: .00 *44'444* 4 44 ***4444' A444444-4**4 4' *44,4444,444444 4' 4 4 4 41.A4 4**44' 4 4 444444*4444*4444444444444 I hereby certify that I have read and examined this permit and know me same to be true and correct. All provisions of law and odinances governing this work will be complied with, whether specified herein or nor. The granting 07' this Permit does not presume to give aucnority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to in for and obtain this Land Altering permit. This permit shall become null and void if the work is not commenced within 180 days from the dare of Issuance or if the work is suspended or abandoned for a period of 130 days from the last inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433-0179. Sigoat ur e Date: 4 ***4444* k*k*hkA44' 4*4******44,444444,44**4*4444444P444444 44444444444444 APPROVED FOR ISSUANCE.: 3,1S Date: i N e 4 7 2 , 10 6 1 6 Author Yzed Permit nter Signature A . 4 . 4 ' A A A • k k i k k k 4' 4' 4' 4' 4' ' 4 ' 4 ' 4 4' 4' 4' 4 * 4' 4 . 4 4' 4' A • 4 '4 k ' 4' A h l t - k k . A 4' 4' 4' A 4' 4' 4' 4' 4' 4' 4' 4' 4' 4 4 4' k k A A kk*Ak44 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this proiecc approved herein. .; lA[Y OF rUkNILA Address/ 10225 BEACON A\J S Permit No: PW96-0156 Suite: 7enant: HAMASAKI NOBUY0SHI Status: ISSUED Type: PW-L/\ 'Applied: 06A7/1996 Parcel #: 032304-9234 Issued: 08/26i1996 ^*^^*++^^4++*14++++*+^*^^^^+*°�+�14^^++4^*+w°4°^^*+4A+^^++^^4^+++°^4^^^^4°+^* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent seomentatimm off- site or into existing storm drainage facilities. 2' The site shall have permanent erosion control measures in place as soon as .possible after final grading has been completed and•prior to the Final Inspection. 3. Hauling over 50 cy shall require application for a Hauling Permit prior' to any associated activity. 4' WATER METER PERMIT WILL BE ISSUED AT A LATER DATE AFTER THE NEW WATER 'METER IS INSTALLED.AND THE CONNECTION FEE CALCULATED BY pw. 5. ALL UTILITIES SHALL BE PLACED UNDERGROUND OR APPLICANT SHALL APPLY.F0R,:'AWAIVER TO UNDERGROUADING' SIOPM PRAINAGE i''ermit No: PW96-0249 1 Status: ISSUED Proiect: HAMASA•I NEW SFR Site Address: 10225 BEACON AV S Location: 10225 BEACON AV S Parcel #: 032304-9234 Watercourse: Wetlands: Slopes: 1 Sewer: SEATTLE Water: SEATTLE Contractor License No.: TEPHUHII33J7 TENANT HAMASAKI NOBUYOSHI 10225 BEACON AV S. TUKWILA WA 93176 OWNER HAMASA•I NOBUYOSHI 3523 S PORTLAND ST. SEATTLE WA 93118 CONTACT KAY HAMASAKI Phone: 266 7'2-4945 3523 S PORTLAND ST, SEATTLE WA 98113 CONTRACTOR TERHUNE HOMES INC. Phone: 206 254-3500 P.O. BOX-1267. KENT, WA 98035 4,4(4 , A**A*44444hk*kA**4-1A*4A****44kkh*4 ka(4144kA4AAA 4kW4*44.F4 A Additional Permit Description: STORM DRAINAGE SYSTEM FOR NEW SFR Existinfl Square Feet: Additional Square Feet. New Square Feet: ltion Fee: Plan Check Fee: 15.06 10.00 TOTAL FEES: 25.00 • King County Valuation: Jalue of Construction: :4*A 4 4 4 44'1 .4 4 4 4 *4 k444 *44.4 I hereby accept this permit and a9ree abide all applicable sections of the City of Tukwila Municipal Code, We a9ree that the City of Tukwila shall be • held harmless for all or any claims arising as a result of this project Permits which have lapsed beyond the ey.piration date shall require re-application and reissuanee of the pe through the C it 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. /IL/ Date * **4 A?PROVED FOR ISSUA CE By JJS Issued By: Pate: /41,414 IC1 06 Author :ed Pe mit Lenter Signature * 444-441,44(Ak40,4k44 *kA-44*-4 rkA 4' 4' 4A*A****A44,44 .4' *4-4-44' 4,4kk.k.k.,44..„*4k,k4kki,4-4 I hereby certify that the permit holder who name and addre.ss appears on thiz record ha :s .sati:F,Yactorily met the standards and conditions for the prolect approved herein. Final inspection Approved: issued: 66:23:196 APoroval Letter: 06,23:1996 E:DireLF.: 02:24:17 Inspector Si9nacure Date Accr 412.i Acct. No: 060/345.230 4,k4c44(e, 4.4444E+,4' 4 4• 4 4 A 'A[) OF }UKNlLA Address: 10225 BEACON AV S Fermit No: Py96-0242 Suite: Tenant: HAMASAKl N0BUY[`SHI Status: ISSUED Type: PW-SD APolied: OIL/21.'1996 Parcel #: 032304-9234 issued: 08''28/1996 * ++++4 . 4 - 44 +^+ 4^ - 4*++*+4+^++ - 4 4+4*°^ ^4° 44 4+44444^+4 ++4 4 4*+444+4+4 4 4 4 Permit Conditions: I. Temporary erosion control measures shall be implemented as the first order of business to prevent . sedimentation off- site or into existing storm drainage facilities. 2. It is strongly recommended that storm drainage designs be certified by a j engineer; otherw/se, the owner assumes' liability for the design and any subsequent related damages. City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW96 -0250 Status: ISSUED Project Name: HAMASAKI NEW SFR Site Address: 10225 BEACON AV S Location: 10225 BEACON AV S Parcel #: 032304 -9234 Wetlands: Water Course: Water Dist: SEATTLE Sewer Dist: SEATTLE Type: NSFR No of Units: 000 Contractor License Number: "ENANT HAMASAKI NOBUYOSHI 10225 BEACON AV S, TUKWILA WA 98178 )WNER HAMASAKI NOBUYOSHI 3523 S PORTLAND ST, SEATTLE WA 98118 :ONTRACTOR TERHUNE HOMES PO BOX 1267, KENT WA 98035 KAY HAMASAKI 3523 S PORTLAND ST, SEATTLE WA 98118 NOBUYOSHI HAMASAKI 3523 S PORTLAND ST, SEATTLE, WA 98188 NOBUYOSHI HAMASAKI 10225 BEACON AV S, TUKWILA, WA 98178 ******************************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer Construction Cost: .00 ONE 3/4" PERMANENT WATER METER FOR NEW WATER SERV METER INFORMATION: Water Meter Size: .75 Quantity: 1 Work Order #: 5204F Type: PERM :ONTACT IEFUND TO: 3ILLING TO Final Inspection Approved By: Inspector Signature Date Issued: 11/20/1996 Approval Letter: 11/13/1996 Expires: 01/19/1997 Slopes:Y FEES: Regular Connection: 60.00 Install Deposit: 150.00 Plan Check: 10.00 Inspection: 15.00 Turn On Fee: 25.00 Special Connect Fee: .00 Other Fees: 00 TOTAL FEES: 4,406.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. Square Feet: Phone: 800 637 -7725 Phone: 206 722 -4945 Phone: (206)772 -4945 Phone: (206)722 -4945 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature:g. _ ��� ' Title: jy,,/ Company: Date: / -'> ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: JJS Issued By: - .l01lJl0--S4 - I L -3 !. Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special :Connect, Fee: Other Fees: Final Inspection Approved By: 60.00 150.00 10.00 15.00 25.00 .00 .00 Inspector Signature Date Slopes:Y City of Tukwila 0 (206) 431 -3670 Community Development / Public Works WA • TER 6300 METE P. SputhcenterBo PERMI u evard, Suite 100 • Tukwila, Washington 98188 Issued: 11/20/1996 Approval Letter: 11/13/1996 Expires: 01/19/1997 Permit No: PW96 -0250 Status: ISSUED Project Name: HAMASAKI NEW SFR Site Address: 10225 BEACON AV S Location: 10225 BEACON AV S Parcel #: 032304 -9234 Wetlands: Water Course: Water Dist: SEATTLE Sewer Dist: SEATTLE Type: NSFR No of Units: 000 Contractor License Number: 'ENANT HAMASAKI NOBUYOSHI 10225 BEACON AV S, TUKWILA WA 98178 1WNER HAMASAKI NOBUYOSHI 3523 S PORTLAND ST, SEATTLE WA 98118 ONTRACTOR TERHUNE HOMES PO BOX 1267, KENT WA 98035 ONTACT KAY HAMASAKI 3523 S PORTLAND ST, SEATTLE WA 98118 'EFUND TO: NOBUYOSHI HAMASAKI - 3523 S PORTLAND ST, SEATTLE, WA 98188 1ILLING TO NOBUYOSHI: HAMASAKI 10225 BEACON•. AV S, TUKWILA, WA 98178 A************* * * * * * *'k * * * * * * *'k *k * * *k * * **•kk* Additional Description: Developer Construction Cost: .00 ONE 3/4" PERMANENT WATER METER FOR NEW-WATER SERV METER INFORMATION: Water Meter Size: .75 Quantity: 1 Work Order #: 5204F Type:' PERM Square Feet: Phone 800 637 -7725 Phone: 206 722 -4945 Phone: (206)772 -4945 Phone: (206)722 -4945 Acct No:.. 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No 401/342.400 Acct No: 401/343.405 Acct No:.401/388.101 TOTAL FEES: 4,406.00 k***********.*******.•******• k**'**'**************' k***** ** *k ** *** * **'* **** *'k * **k *k *AAk I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation. fee. (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (carp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. / r S i gnature : t_s.� r'f1.Ti .,.• ;� is T i t l e �y� tly�t� -�G.� Date : / fir, Company: A ** ** * * * * ** *** A******• k****' k****k k****** k*• k * ** * *•k * * * *•k *** *kk * *** ***'k* *k k* * ** *k* APPROVED FOR ISSUANCE: JJS Issued By: JL- Authorized Permit Center Signature Date • k******** k• kk* AAk A***' A**' kA' AA*A k**** A******' k * * ***AA *AA**•k *'kk *'k ** **'k *'AA *AAA * *A'A*'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. v Address: 10225 BEACON AV S Suite: Tenant: HAMASAKI NOBUYOSHI Type: PW -WM Parcel #: 032304 -9234 CITY OF TUKWILA 0 Permit No: PW96 -0250 Status: ISSUED Applied: 08/21/1996 Issued: 11/20/1996 *' k' kkkkk' k*' k' k' kk' k: 4k k' k: kk' kk' 4' k4 - kkk'kk4'kAk - k'k - k4kk *k 4k 4• kk'k4k.kk4'kk k 444 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. ?. The site shall have•permanent erosion 'control measures in place as soon as'possible after final grading has been completed and prior to' the Final Inspection. 3. No water service de'= ian'was provided as part of the application submittal.. The water service design and . subsequen't•construction shall be completed in accordance with City water standards. Type K copper tubing shall be used within the. City right -of -way from the water main to the water - meter° as one 'of the requirements. 4. The water meter box shall be located within City right-of- way „It' the property line. 2217 SF • 64 SF • • 607 SF 194 SF ' 3263 SF 33,727 SF 67% :RIPTIVE METHOD, OPTION III EFFICIENCY HEAT PUMP AREA - 614 - 15.7% 'LR AREA ' 3902 - R -38. :FILING R -30 R -19 ;RADE - R -8 *11.1 .0 1NAB.ofSAMM IK.141MV! 1.:I.Y`, IST11.10 Hou S 1 L. A N `i8 0.0400,. WANG ct. M ;O 4 pF;IY E,AGO14 A VE,4 u‘E rtETER -3 E A G O t4 AvE.N,UE, S OUT H 6Cl • RECEIVED ` NOV 081996 TUKWILA PUBLIC WORKS U is 1D7? N Li( 0 pp <_ 6.J 0 EC EL i- ll- Lif i�akeV WIGt'f v - I1AMfSrfC u J SIR ft/0l6 -- OQ- i O2�" Ikacen kv.S, ��° r{ it' iuill9ra� ',�..:Siiitist.�::":w:•3i�.� �,;:�= 'fir.`,:"','�iifi%- i }.�.L;^ TERHEJNE HOMES August 20, 1996 City of Tukwila Public Works Dept. 6300 Southeenter Blvd. Tukwila , Wa. 98188 ATTN: Joanne Spencer Reference: 896.0160 LAND ALTERING PERMIT Joanne: Approximate excavation of material for foundation: Approximate material used at backfill around foundation: Approximate fill material for garage, entry, driveway and patio and rear area outside of daylight basement: Thank you, l2/ a(3 Rod A. Roslie Terhunc Homes Inc. '51 :OVA* ' T"'! M/V 1,:•' 7F "ni', ira'AN.5..AVYP l M131??►:2liAr7,Y`kMlknW=VO RECEIVED AUG 2 0 1996 TUKWI PUBLIC WORKS 313 P02 AUG 20 '96 11:13 270 yds 97 yds 160 yds Terhune Homes, Inc. P.O. Box 1267 Kent, Washington 98035.1267 Kent: 854-8500 Seattle: 624 -3365• Tacoma: 272 -3111 1 -800- 637 -7725 . FAX 854 -8592 To my best knowledge there will be no material exported off site, all material will be used locally on site if you have any questions please feel free to call me. • • COP 10 Psyst.spaas ow Smoot Do s. 111.0tvam $T. Jos 1114411 I I:71 / / QT / 4 r4 / / / / I . STRUGGLE E / / / I 24 .4 1 is 4 415. 31' /4.9tO3 4 /2'3.2•2 tsiz c , I. . I. I C I . I I 1 4 - I ti 4 RECEIVED I II) CITY OF TUKWILA • IS 1 JuN 0 6 1996 Z UR i 1 4 1 PERMIT CENTER I $Q, I 4 305 2:4‘44/1 1W rip N 0 ASE4 ACCOUNT NUMBER: 932304- 9234 -0 TAXPAYER NAME: HAMASAKI NOBUYOSHI LEGAL DESCRIPTION - PAGE 1 LOT BLOCK N 406.2 FT OF NE 1/4 OF NE 1/4 OF WITH C/L BEACON AVE TH S 12 -42 -30 TH S 18 -42 -30 E 75 FT TH N NE 1/4 OF NE 1/4 OF SE 1/4 TH S 18 -42 -O0 E 424.9 FT TO TPOB TH 127.92 FT TH N 18 -42 -00 W 67.55 18 -42 -00 E 194.19 FT TO TPOB LESS KING COUNTY DEPARTMENT OF ASSESSMENTS REAL PROPERTY LEGAL DESCRIPTION PROPERTY ADDRESS: QTR: SE SECT: 03 TWN: 23 RNG: 04 FOLIO: NOTE: READ LEGAL LINES LEFT TO RIGHT ACROSS SCREEN. PLAT: SE 1/4 W OF CEDAR RIVER PL R/W E 155.78 FT TH S 71 -17 -30 W 33 FT 71 -17 -30 E 120 FT TH N 18 -42 -30 S 88 -44 -00 E 255.10 FT TO WLY LN ON CURVE TO RGT RAD 1399.7 FT ARC FT TH N 71 -18 -00 E 120 FT TO WLY POR NWLY OF SELY MGN OF S 197TH 20037- - LESS BEG NXN OF N LN OF SE 1/4 TO PO8 TN S 71 -17 -30 W 120*FT • W 75 FT TO POB LESS BEG NW CDR OF CEDAR RIVER PIPE LINE R/W TH DIST 7.75 FT TH N 85 -44 -00 H LN SD PIPE LINE R/W TH S ST F'AI/ 1080 -S i 02/09/93 KING CO SUBAREA: 022 -00.2 RECEIVED CITY OF TUKWILA JUN 0 61996 PERMIT CENTER * * * END OF LEGAL DESCRIPTION * ! 0.4) ENTER END MENU CHAR HIST TAX PF -HELP PL:vh SW1 :SITEDEF.MRG City of Seattle King County Norman R. Hire, Mayor Gary Locke, Executive David M. Lurie, Director Seattle -King County Department of Public Health SITE APPLICATION DEFICIENCIES Address or legal description: 10243 Beacon Ave. S Designer: Jack Brooks Sanitarian: Peg Laux, R.S. The attached site application cannot be accepted at this time because of the following: King County Code requires a water be available from an approved source. The City of Seattle will not supply water to this site. THIS DECISION MAY BE APPEALED TO THE KING COUNTY SEWAGE REVIEW BOARD IF DONE WITHIN 60 DAYS OF THE DECISION. DATE: May 19, 1994 SANITARIAN: / c f ' ` a � CITY OF OF JUN 0 6 1996 PERMIT CENTER Alder Square Environmental Health Services 1404 Central Ave. S., Suite 101 Kent, Washington 98032 (206) 296-4708 or 296 - 4666 FAX (206) 296 'Printed on Recycled Paper' • Approximate Site Address: Applicant Name 1 Designer Last PROPERTY INFORMATION: SYSTEM INFORMATION: FOR HEALTH DEPARTMENT USE ONLY Seattle -King County( partment of Public Health Site Application for On -Site Sewage Disposal System (Submit 5 copies of application with 4 copies of plans) First I City -Zip Code I THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. I City -Zip Code L_ I Phone! DISAPPROVED _ - j ( BY: (date) See attached Site Deficiency Sheet. Any person aggrieved by any decision or final order of the Health Officer may make written application for appeal to the King County Board of Sewage Review if done so within 60 days of the above decision. WHITE - DISTRICT /GREEN - AUDIT/YELLOW - DESIGNER/PINK - OWNER/YELLOW - LICENSES & PERMITS Activity Number H Department Use Only ATTACH A DETAILED ROUTE/ DIRECTION MAP FOR LOCATING THE PROPERTY. Street Address I I Street Address L I Phone I Parcel #: I 1 1 I I l l Section: 11 Township: I_,-1 Range: 1 1 1 Subdivision Name: I I Lot: 11 1 Block: 1 1 1 1 Property Size: L_ I I _1____I I sq. ft. Acreage' I 1 Distance from property line to nearest sewer: 1 I 1 I ft. Within ULID? L - 1 (Y ?N) Water Supply L_J (IP) I = Individual P = Public (More than One Connection) Public Water Supply Name: I I ID# L± I I I I 1 Sensitive Area: 1 1 (Y ?N) If yes, specify L — I (L,W,O) (L = Landslide W = Wetlands 0 = Other) New System 1_J Repair Design I I Detailed Plans Attached: (4 sets) L—J (Y /N) Type of Building 1 i i I 1 SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: I i 1 I I G = Gravity GP = Gravity with pump M = Mound PD = Pressure Distribution SF = Sand Filter HT = Holding Tank CT = Composting Toilet E = Experimental 0 = Other Dates Soils Logged: I I I I , I Soil Logs Data Attached:(Min. 4 /lot) (Y /N) Depth to Watertable or Restrictive Layer: I I I inches Maximum Slope in Drainfield /Reserve Area' I 1 1 CALCULATIONS: Number of bedrooms: l I Total Gallons /Day (450 minimum): 1 I I I I gal. Soil Texture Type (1 -5) L_J Application Rate: I I I gal /sq ft/day Total Absorption Area: I 1 1 1 1 sq. ft. Total Drainfield Length: 1 t + I ft. Septic Tank Size: I 1 1 1 gal. Pump Chamber Size (if needed) I I 1 I I gal. Trench Depth (min /max): 1 1 1/ 1 1 I inches I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non - compliance may also lead to revocation of my Designer's Certificate of Competency and /or appropriate legal action by the Health Department. Designer's Signature r 4 I' K.C.ID# I i i 1 1 I Date SYSTEM MUST BE INSTALLED BY A KING COUNTY INSTALLER APPROVED BY' OTHERWISE R PROVIDED BY CODE UNLESS (date) �) Com nts /Conditions:]f 4 " ) 14 1. e a ' , 7 7 LT��c�� �c6/ 7 1 ' rrt cedary� / V Com nts/Conditions ' / �-e- IL `ic.., a.0 cc -cod; Aiceal 4cp P� Ija-t1 . ROVAL OF ESIGN APP [CATION IS BASED SOLELY ON I ! OR 'TION P THIS D PROVID D IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPROVAL SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. RECEIVED RECEIVED 2 1 1993 ALDER SQUARE CS 13.15.97 REV. 6/90 . ■■•••• RN:W.40003. ............ ... ... . .. 1101' N 'MTH SEATTLE-KING CO. DPT.79F PUB 'EAL114 BY. 30' 1' 1 \ k 1 I I \ 1 ks) I e. \ \ \ A .• \\ • \ .• \ \ \A 10' MIN. SETBACK \ t.c) v2.0 • .81 1 1 1 1 1 1 1 11W 1 1 1r .0 \ 1 1 1 0 1 1 = '1 U I 1 1 z 1 1 ► I 1 0 z z . az . s• • 1 1 ` `� z D U aL \ \ • \ \ \ • 0 ~ `' A- . \ \ \ ` • o ,Lbi Lii) e.. \\ I\ 1 \ \ y 1 \ \\ \ \\ 10' MIN. SETBACK \ <. } d7,1 ;:, I m JOd• 9381 Gin's • 8 -9381 8HT • 1 OF s ly i2m -1 _1 = j: F 0 00 a DD I-0o� w a_a w cfl CM Qe©0 ON -SITE SEWAGE DISPOSAL SYSTEM GENERAL NOTES AND SPECIFICATIONS 1. All work and materials shall be in accordance with the King County Health Dep't Rules and Regulations III. 2. Care shall be taken not to disturb the natural soil in the drainfield area - do not cut or compact the soil in these areas! Create NO cutbanks within 50 feet of drainfield. 3. Sand filter system must meet the ' Guidelines for Sand Filters ", Washington State Dep't of Health , dated August 2, 1989. Pressure Distribution System must meet the 'Guidelines for the Use of Pressure Distribution Systems ", Washington State Dept of Social and Health Services, SEPTEMBER 1984. 4. Contours shown on this drawing are approximate and are based on an assumed datum. 5. Minimum Septic Tank Capacity shall be /GLb gallons. 6. Minimum Effluent Tank Capacity shall be 750 gallons. 7. Transport line from pump tank to pressure system in sand filter shall be 2' dia. PVC. Manifold shall be 3' dia. PVC. Pressure laterals shall be 1 -1/4' dia. PVC, Class 160. 7. Transport line from Sandfiltar.to pressure system manifold shall be 2" dia. PVC. Manifold shall be 3' dia. PVC. Pressure laterals shall be 1- 1/4" dia. PVC, Class 160. 8. 2' wide Drainf field trenches shall be installed // inches deep in original soil. 9. Install total i4V feet 1 -1/4' dia. Class 160 PVC laterals as shown on the plan. Hole sire and spacing shall be according to the specifications. INSTALL MAGNETIC LOCATOR TAPE OVER DRAINFIELD LINES. 10. Provide timer on pump circuit (INTERMATIC ET1000 or equal) to limit 40 pump operation to 6 sinutee every 12 hours. 11. Property boundaries indicated are based coley on information provided by the client. 12. There shall be a pump failure alarm system installed in the residence or garage to warn of pump failure. 13. Changes in house or drainfield location say invalidate this design! 14. It shall be the SOLE RESPONSIBILITY of the client/bomeamwner/ devel- oper to backfill or cover all the soil test pits on this property after the Health Dept. review of these soils unless otherwise required in writing that the designing company provide this additional service. 1/ . AiOYruwa+......... �..,,..».. � ..•.,.a.�.<uw,+u.a�W..Y.,.�.... ran. oxnruw+.. wenwaa+ �w�nf.. nw rw. w.. w.... �a. a�.. �-..... w+ w. w. �muw..+. wemm.... wra�n,-. t... .- ...a..w�...wwvnsx�.vu�nMava. 7g lOG��taG.► .`!w / /Ol- Gpdr (-- . gca c4 "/, i2) p //1 /L. F'414- p ���: you =� y A-1/ o20 L p. G MEs d 5c =am Pa k. TOP SOIL 12" MIN. 9" SIDE VIEW DIST. SYSTEM 2 TOP VIEW CAP ACCESS LID i ♦ / . 24" FILTER MATERIA� ♦ _ I • •• • MED GRAVEL •' • l0 ' FOR EFFLUENT • ' • • STORAGE • • '•• • SLOPED FOR RUNOFF,_____ PUMP 0 i 2' 24 "DIAM. PIPE • • PERFORATED BELOW • THIS PT, ... • • • •� • • •• • • • • 3 "MANIFOLD 2.5' SPACING BETWEEN LATS. II/4 LATERALS 0 0 24" PIPE FOR PUMP &. FLOAT INST. . - 4 PEA GRAVEL SANDFILTER• • PROF ILE PIT SURFACE PREPARATION A. BOTTOM OF PIT: 1. Covered with sand to "bed" liner, adequate in depth to protect liner from puncture or 2. Use a non -woven needle - punched synthetic geotextile fabric, in a thickness app -, ropriate to the task. S B. SIDES OF THE PIT SMOOTH, FREE OF POSSIBLE PUNCTURE POINTS. . BOTTOM OF PIT (BEDDING LAYER) GRADED TO PROVIDE A SLOPING LINER SURFACE, FROM THE OUTER EDGE OF THE FILTER TOWARD THE POINT OF UNDERDRAIN COLLECTION. SLOPE EQUAL TO 8 INCHES FALL LEGAL: Property Address: 10243 Beacon Ave. So. sew moose✓r.Ml r . ..0.1MM- MWObW.UY DESIGNED FOR: N. Haaaeaki 3523 S. Portland St. Seattle 98118 FLOW /BEDROOM NO.BEDROOMS DAILY DESIGN FLOW SOIL TYPE APPLICATION RATE REQUIRED ABSORBTION AREA SANDFILTER PRESSURE SYSTEM 120 GAL. 4 TOTAL LATERAL LENGTH 152.0 480 GAL /DAY 2 1.2 GAL /SQ -FT /DAY 408 SQ -FT NETWORK CONFIGURATION NUMBER OF LATERALS 8 EQUAL LATERAL LENGTH FEET 19.0 FEET LATERAL SPACING 2.5 FEET MANIFOLD LENGTH 15 FEET TRANSPORT LINE LENGTH. 35 FEET TRANSPORT LINE DIAMETER 2 INCHES MANIFOLD DIAMETER 3 INCHES ELEVATION LIFT FRICTION LOSS DOSES SLOPE ORIFICE SPACING DESIRED ORIFICE SIZE MINIMUM HEAD FLOW /ORIFICE TOTAL FLOW 4.0 FT 0.64 FT 4.0 DOSES /DAY 0$ 3.0 FEET 0.2188 2 FEE! 0.80 38.30 g(r LATERAL NETWORK: LATERAL NO. 1 2 3 4 5 6 7 8 LATERAL LENGTH 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 HEAD FT. 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 DISCHARGE /HOLE GPH DIAMETER 3/16 0.1875 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 7/32 0.21875 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0,80 1/4 0.25 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 9/32 0.28125 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 LATERAL FLOW DESIRED 5.14 5.14 5.14 5.14 5.14 5.14 5.14 5.14 HOLE DIA. NUMBER HOLES/ 3/16 9 9 9 9 9 9 9 9 LATERAL 7/32 6 6 6 6 6 6 6 6 1/4 5 5 5 5 5 5 5 5 9/32 4 4 4 4 4 4 4 4 LATERAL FLOW ACTUAL GPM 3/16 5.28 5.28 5.28 5.28 5.28 5.28 5.28 5.28 7/32 4.79 4.79 4.79 4.79 4.79 4.79 4.79 4.79 1/4 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21 9/32 5.28 5.28 5.28 5.28 5.28 5.28 5.28 5.28 ORIFICE SPACING INCHES 3/16 25.3 25.3 25.3 25.3 25.3 25.3 25.3 25.3 VALUES NOT 7/32 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 SHOWN EXCEED 1/4 3 FEET 9/32 DETERMINE DOSING VOLUME: NETWORK FRICTION LOSS PIPE CLASS 160 160 RECOMMENDED DOSE VOLUME 120 GAL REQUIRED DOSE VOLU!OE 154.2 GAL TRANSPORT LINE DRAINS! USE THE LARGER OF THE TWO VOLUMES FOR DOSING VOLUME PIPE DIA. FLOW GPM PIPE LENGTH FRICTION LOSS IN. FT. FT. 2 38.30 35 0.64 3 38.30 35 0.10 TOTAL DYNAMIC HEAD : 7.64 FEET PUMP SELECTION: Goulds WE0511H REQUIRED CAPACITY = 38,30 GPM TOTAL DYNAMIC HEAD = 7.64 FEET PUMP CHAMBER = 750 GAL MIN. PUMP Goulds WE0511H (1/2 HP) r 60110 hi . Hobs al - ra m -- -0 a Nu �P ._5 k a - Lateral '' • • Vt o foR rry PvC. PiPE, . V/4 si H0LES CH e.oTTOM CF //y PVC PIPE — Manifold PVC Pipe (y) ° L E �N{DVIEW r{ , / FeEFogA-rep Pvc PIPE • r61 DESIGNED FOR: N. Haiasaki 3523 S. Portland St. Seattle, 98118 PROPERTY ADDRESS 10243 Beacon Ave. So. FLOW /BEDROOM NO.BEDROOMS DAILY DESIGN FLOW SOIL TYPE APPLICATION RATE REQUIRED ABSORBTION AREA TRENCH WIDTH TOTAL TRENCH LENGTH brs.... 0.iIYJ.40...>TAM.MOVO∎tats. WMt.HIYoiNnoceevmsa wsw, SLOPE ORIFICE SPACING 120 GAL. DESIRED ORIFICE SIZE 4 MINIMUM HEAD FLOW /ORIFICE 480 GAL /DAY TOTAL FLOW 4 0.6 GAL /SQ -FT /DAY 800 SQ -FT 2 FEET 400 FEET NETWORK CONFIGURATION NUMBER OF LATERALS 4 EQUAL LATERAL LENGTH FEET 100.0 FEET LATERAL SPACING 8 FEET • MANIFOLD LENGTH 24 FEET TRANSPORT PIPE LENGTH- 75 FEET TRANSPORT LINE DIAMETER 2 INCHES MANIFOLD DIAMETER 3 INCHES ELEVATION LIFT FRICTION LOSS DOSES 4.0 FT 1.49 FT 2 DOSES /DAY 0% See Note 3.0 FEET 0.1875 2 FEET 0.59 77.90 Note: Valve all laterals to 2' hd ri I • • LATERAL NO. LATERAL LENGTH HEAD FT. DISCHARGE /HOLE DIAMETER 3/16 7/32 1/4 9/32 LATERAL FLOW DESIRED NUMBER HOLES/ LATERAL LATERAL FLOW ACTUAL GPM ORIFICE SPACING INCHES VALUES NOT SHOWN EXCEED 6 FEET LATERAL NETWORK: 1 2 3 4 100.0 100.0 100.0 100.0 2.00 2.00 2.00 2.00 GPM 0.1875 0.59 0.59 0.59 0.59 0.21875 0.80 0.80 0.80 0.80 0.25 1.04 1.04 1.04 1.04 0.28125 1.32 1.32 1.32 1.32 19.54 19.54 19.54 19.54 HOLE DIA, 3/16 33 33 33 33 7/32 24 24 24 24 1/4 19 19 19 19 9/32 15 15 15 15 3/16 19.34 19,34 19.34 19.34 7/32 19.15 19.15 19.15 19.15 1/4 19.80 19.80 19.80 19.80 9/32 19.78 19.78 19.78 19.78 3/16 36.4 36.4 36.4 36.4 7/32 50.0 50.0 50.0 50.0 1/4 63.2 63.2 63.2 63.2 9/32 /0 I DETERMINE DOSING VOLUME: NETWORK FRICTION LOSS PIPE CLASS 160 160 RECOMMENDED DOSE VOLUME 240 GAL REQUIRED DOSE VOLUME 339.6 GAL NOTE: TRANSPORT LINE DOES NOT DRAIN! USE THE LARGER OF THE TWO VOLUMES FOR DOSING VOLUME PIPE DIA. FLOW GPM PIPE LENGTH FRICTION LOSS IN. FT. FT. 2 77.90 75 5.12 3 77.90 75 0.78 TOTAL DYNAMIC HEAD = 8.49 FEET PUMP SELECTION: REQUIRED CAPACITY = 77.90 GPM TOTAL DYNAMIC HEAD = 8.49 FEET PUMP CHAMBER = 745 GAL MIN. PUMP GOULDS WE0712H (3/4 HP) OR EQUAL Fii"al'rN.1,1iL,u 4 . w.; ?: . ;;.Ate:,;G '..,: mwmi.I` Kai:I AI:j f1' 6n51 1�^.,. C??.r i!" cRFtti' LFS,. T' i ]E0.''8+'WiAxcozla ?. fA'@film':81d�.. ^! &!?'i ''1177n F� ;Y 4'kIV'� 4Y �cYfSt'G�fttX9 TO: FROM: DATE: JSS /j j s Attachments a/s C City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING August 23, 1996 SUBJECT: Hamasaki New SFR 10225 Beacon Av S Project No. P96 -0058 Plan Check No. B96 -0160 Activity Nos. PW96 -0155, 0156, 0249, 0250 Contact Person: Mrs. N. Hamasaki Phone No. (206)722 -4945 cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 23, 1996: Permit Fee PW96 -0155 Access $ 25.00 PW96 -0156 Land Altering 97.50 PW96 -0249 Storm Drainage 25.00 Total: $ 147.50 John W. Rants, Mayor THE FOLLOWING PUBLIC PERMIT CANNOT BE APPROVED UNTIL A NEW 8 INCH WATERMAIN IS CONSTRUCTED AND CONNECTION CHARGES CALCULATED BY THE PUBLIC WORKS DEPARTMENT. PW96 -0250 Water Meter Permanent Permit Fee to (one, size 3/4 ") be determined Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. If any questions, please advise. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 4313665 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING NOVEMBER 13, 1996 HAMASAKI NEW SFR Water Meter 10225 Beacon Ave. S. Project No.: P96 -0058 Plan Check No.: B96 -0160 Activity No.: PW96 -0250 Contact Person: Mrs. Kay Hamasaki Phone: (206) 722 -4945 PW96 -0250 Water Meter(One, 0.75 ") Ryan Hill Water Connection Fee Total Fees: JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of UPA, application and plans) Development File (copy of UPA, application and plans) `Building File(copy of UPA, application and plans) Ross A. Eamst, P. E., Director g8 fi f {e4 Is Ne,tof THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON November 13, 1996: PERMIT FEE 260.00 4146.00 $4,406.00 John W. Rants, Mayor Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 PROJECT INFORMATI Name of Project: 4 CLR / j F g Property Owner: j( ngu ye cam} /}}1-1p154-K/ Street Address: 33 3 - , , 7 R i L / A)9 , Engineer: 77/E StI [ L /0; C , Street Address: (c 5 76 64 A _ &) Contractor: Street Address: King Cty Assessor Acct #: 03,;z 3 04 --90c/-- Contractor's License #: PERMITS REQUEST PW96 PWQ6 ^0156 Pio q6 -0249 9/z3/g6 f 6 - O2s /1 /13 /` Gi " WATER: MET DEPOSITI > <; REFUND /BILLING: MONTHLY >< BILLINGS TO: ❑ Water ❑ 0 0 0 0 DESCRIPTION . OF PROJECT ❑ Multiple - Family Dwelling No. of Units: Cl Commercial/Industrial Date Application Accepted: City of Tu` h wila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 UTILITY PERMIT APPLICATIONple. 155 Site Address: /422 A ✓i. c+„ ry t' w 9 G - 62.E Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) - No.: _ Sizes: Flood Zone Control Hauling Land Altering cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end times: Date: Sanitary Side Sewer - No.: Name: I r JG e.t/ y. <Alt / ///9-H4Se3Kl Street Address: .c,2.; - �� 17p 2 T , 'p Name: /pBUyG) 5'14/ i4 w11.4 11 l}, .1 Street Address: Teal, X n/ /41/.6 El Sewer ❑ Metro El Standby ❑ Hotel El Motel El Office Single - Family Residential ❑ Duplex ❑ Triplex El Warehouse El Retail ❑ Manufacturing l "New Building ❑ Remodel/ Square Addition Footage: ( ) 7 J F King County Assessor's valuation of existing structures: $ I HEREBY:: CERTIFY THAT l HAVE EREAD THIS.APPLICATION ANQ KNOW: E: SA Applicant /Authorized, , Contact Person Agent Signature: U't-ee �..)t (print name): "77/4 .4 Print Name: CJJyy , , / Ad VED dress: 3s - , f /.1, Ht� Date: 6-6,- Phone: 77, -zigc,L,OTY OF UKWILA q -0/60 ApF, ., fin 6 CO Phone: (206) 433 -0179 Phone No.: ��O G. 7,7a - +�4 City /State/Zip: ,51-74 Qd' //? Phone No.(ZO 7F 6c{' / � City /State/Zip: EO/LrcNO ? 80.6 Phone No.: City /State/Zip: Exp. Date: ❑ Sewer Main Extension ❑ Private El Public . Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes: Deduct ❑ Water Only ❑ 341 I ji Water Meter / Permanent - No.: _ Sizes ❑ Water Meter / Temporary: - No.: —_ Sizes Estimated quantity: Schedule: ❑ Other: Phone No.:( ?0) City / State/Zip: .; al 9•f' / /.e Phone No.: City /State /Zip: i wciLi1 L/ 1 WA 9• RECEIVED JUN 0 19% ❑ Apartments ❑ Other: ❑ Condominiums El Church ❑ Hospital ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ TUKWILA 712CLIC'P /ORKS ❑ School /College /University fE TO BE TRUE AND CORRECT Phone: 7 , -V (p--(7 JUN Dt99ENplicationExpires: 0- - �� - 67 PERMIT CENTER / (l/ 04/22/92 SUBMITTED TO: • CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: 6 f PLAN CHECK/PERMIT NUMBER: PROJECT NAME: t PROJECT ADDRESS: CONTACT PERSON: a4 4 $ PHONE: 657/- esva eget x/094., Aye, REVISION SUMMARY: y# a2ta,444 SHEET NUMBER(S) Two h o -ro tyt7 "Cloud" or highlight all areas of revisions and date revisions. 2:14ePrievic[70 S oey -o/6e, E EIV CITY OF TUKWILA t,u0 U.10 (fl) -PPFIMIT CENTER Topa 1/A4c icc( r?ric t ~ August 7, 1996 City of Tukwila Department of Development Attn: Bob Benedicto Reference: Application B96 -0160 Dear Bob: Thank you, Rod A. Roslie Terhune Homes Inc. • /` L t; TERH[E HOMES Please find included (2) sets of revised plans and (2) sets of engineers calculations. Revisions per letter dated June 14, 1996 per paragraph: 1. Find a full roof framing plan on sheet 11 of submitted plans. 2. Find (2) sets of calcs per lateral request. 3. Find exhaust ventilation information on sheet 8. 4. Find smoke detectors added to sheet 8. 5. See detail lshect 4 for perimeter insulation at R -10 for a total of 24 ". 6. Sec details 3 and 6 of sheet 4 for below grade walls insulated to R -19 2 "x4" furring at 16" o.c. off-set from wall. Any questions or further information please feel free to contact me at (206) 854 -8500. \ s,\ VIDE AUG 0 7 1996 % c \' t ;A;5 N )M� CITY O TUKWILA PERMIT CENTER Terhune Homes, Inc. P.O. Box 1267 Kent, Washington 98035 -1267 Kent: 854 -8500 Seattle: 624 -3365 Tacoma: 272 -3111 1- 800 -637 -7725 FAX: 854 -8592 Mr. and Mrs. N. Hamasaki 3523 S. Portland Street Seattle, WA 98118 Dear Mr. and MrS FIathasaki: Sincerely, • City of Tukwila Pat Brodin, P.E. Water /Sewer Engineer CF: Tukwila Single Family Dev. File Jack Brooks i� /Ai PB:MSOFFICEIWINW ORDiHAMASAKI.doc June 18, 1996 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor RE: Water Service Request/Availability for 10225 Beacon Avenue South Until recently, your property could not be served adequately because of an aging 2 -inch waterline along Beacon Avenue South. As part of the Ryan Hill customer transfer from the City of Seattle to the City of Tukwila, a new 8 -inch watermain is being built which will provide adequate fire and domestic needs. The modeled fire flow has recently been updated to reflect any construction changes done by the City's contractor. The modeled fire flow at 10225 Beacon Avenue South is: 1545 epm at a residual pressure of 20 psi. The facilities are designed and built to meet the City's minimum fire flow requirement of 1000 gpm at 20 psi residual. A copy of this letter is being sent to Jack Brooks, septic designer who will submit it with his package to King County Department of Health. 'Indeed you folks have waited a long while for the opportunity to improve this parcel. If you have any additional questions please contact me at 433 -0179. Phone: (206) 4311800 • City Hail Fax (206) 4311833 e%-olw June 14, 1996 Dear Mrs. Hamasaki: Mrs. Kay Hamasaki 3523 S. Portland Street Seattle, Washington 98118 Re: Building permit application # B96 -0160 , •c:.i'aq'!:,•;„nxy ,, . �a;p'+t y , P a • ;;I "Ft': .:gyt,:,., ✓ • Provide a roof framing plan. Include all headers for window and door openings. ,/ » IO, L4 L 1.2/07/1 The initial plan review has been completed by Tukwila Building Division. Your application is now scheduled to be reviewed by Fire Prevention Bureau, Planning Division, and Public Works Department. Upon approval by the listed departments, your application will be returned to Building Division for final review approval, coordination and the preparation of the permit documents. Prior to final review approval by Building Division, additional information is required to be included with the construction documents to show compliance with Tukwila ordinance. The following comments are applicable: ,,/Z. Provide a specific design in accordance with UBC Chapter 16, for the lateral force resisting system of the dwelling, or show compliance with the prescriptive requirements of UBC Section 2326.1 through 2326.5.6 (on the plans). t /3. Provide a schedule of the source specific exhaust ventilation fans for the bathrooms, kitchen, laundry room and provisions for whole house ventilation. Include information as required to show compliance with the Washington State Ventilation and Indoor Air Quality Code. Smoke detectors are required in each sleeping room and in the hallway or area providing access thereto. Note that this requirement will be a condition for final inspection approval. v - Slab perimeter insulation must provide a minimum R -10 thermal resistance value. In addition insulation installed inside the foundation wall, shall extend downward from the top of the slab for a minimum distance of 24 inches or downward and then horizontally beneath the slab for a minimum combined distance of 24 inches. Mrs. Hamasaki # B96- v Below grade walls (enclosing conditioned spaces) shall be insulated either on the !/ exterior to a minimum level of R -10, or on the interior to the same level as walls above grade (in this case R -19). Note or detail this requirement on the plans, and identify the walls to be insulated. Please have your architect review the listed comments and respond with revised plans showing the required information. If you have any questions you may call this office, weekdays, between 8:30 AM and 5:00 PM. Inquires regarding the status of your application should be directed to the permit coordinator. Sincerely, TUKWILA BUILDING DIVISION Robert Benedicto, Sr. Plans Examiner cc: File /fldr. • '':4.ratA !8S`, ut;ZkYs OKS. 0 4: MP LY.I TA 17i4V ii.?a- t:ta;472 92CL.!amAlftrio?tn:. z<±ei !" MAY-22-97 T H U 14:3G May 21, 1997 C Terhune Homes, Inc. P.O. Box 1267 Kent, WA 98035 Re: 0767 - Hamasaki 10225 Beacon Ave S Tukwila PANORAMA I)RXWALL, INC. P,O. BOX 9042 818 99th ST. E. TACOMA, WASHINGTON 98409 (206) 531 -5426 Dear Ethan, On February 17, 1997, Panorama Drywall, Inc. used 30 Gallons of #401 Aspen Vapor Barrier Sealer on your job M 0767 - Hamasaki located at 10225 Beacon Ave S in Tukwila, Washington. If I can be of further assistance, please feel free to call. Sincerely, � Sharon Carroll Panorama Drywall, Inc. Office Manager In Mu gAw..r RnI.1Q9RM Attachment a/s cf: JJS /sal City of Tukwila Department of Public Works Applicant (w/ copy of plan) Development File (w/ copy of plan) City Utilities Inspector (w/ copy of plan) To: Kelcie Peterson, Permit Coordinator From: Joanna J. Spencer, Public Works Department Date: March 24, 1997 Subject: Hamasaki New SFR 10225 Beacon Ave S. Project No.: P96 -0058 Plan Check No.: B96 -0160 Permit No.: PW96 -0249 (storm drainage) Ross A. Eamst, P. E., Director The attached plan was submitted to Public Works on March 24, 1997, by Larry E. Steward, P.E. The revision is for the storm drainage system in relationship to the proposed septic system. This plan was reviewed by Brooks & Associates at (206)392- 5702, Septic Designers, for the proposed development and Ms. Peppe Olyano, King County Health Department. Brooks & Associates approval letter dated March 20, 1997 is attached for reference. This revision is in accordance with Public Works comments and has been stamped "approved." John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 J!!:Mi¢4ra. "iW.in ".iht!.C�n a. tM�a.. �nrniYWarYk. AiA^ Td4T/ WG: i:. R' JCA. ^SIrOrR1?bbYkH�F:crpufi+hasasru reap ow... .MRN6huft 4enar....WRrIr.M.ws....A.I. rrwW XI?VICYAVIPMSIII Rit,7 WrI 1 IX RYkt tel 1W11 1 1. 1SVISiIIMTW ;WX1P�Ci"?1rOS'2✓rGM. ,(13/20/97 THU 16:21 FAX 5570534 BROOKS &ASSOC 23347 S.E. May Valley Road. Issaquah, WA 98027 • TELEPHONE: (206) 392.5702 March 20, 1997 Ms. Joanna J. Spencer Public Works Dept. City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Reference: Hamasaki Storm drainage system as proposed by Larry Steward, P.E. Dear Joanna, RECEIVED MAR 2 p 1997 TUKWILA PUBLIC WORKS Thank you for sending me a copy of the reference report and drawing. After careful review and comparison of my septic design plans, I find no major conflict between the two plans. I have informed the builder that the septic tank and pump tank location may have to change in order to accommodate the rtone system, and suggested that they have their plumber relocate the plumbing stub as shown on Mr. Steward's drawing. This, however, is not crucial to the septic plan and is normally considered a "field change." It is critical, however, that the 30 foot setback from the infiltration system and the nearest reserve drainfield line as shown on Mr. Stewards plan be strictly observed as a minimum requirement. Again, I find the two plans to be compatible and no further changes necessary or required. Please call if you have any questions. Sincerely, rf Jack R. Brooks C64 cc: Ms. Pepe Olyano, King Co. Health. Machine & Equipment Design • Percolation Tests • Sewage Disposal System Design •, Water System Design • Drainage Studies •.. ,,":ti:tY'3i'3 , }`i..:' +.f �tt �^�f2t�= t�;i �i5: i "Jfn::,xt�`.K re;i, sdk.,t'ii`:#1:` + <:.'J�nP March 2, 1995 City of Tukwila Department of Public Works Mr. and Mrs. N. Hamasaki 3523 South Portland Street Seattle, WA 98118 Dear Mr. and Mrs. Hamasaki: Sincerely, Pat Brodin, P.E. Water /Sewer Engineer PB:ad cf: Tukwila Single Family Development File Audrey C. Hansen, SWD Customer Services PB ;MSOFFICE\WINW ORD\HAMASAKL.doc Subject: Water Service Request next to 10235 Beacon Ave. South We have received a copy of the letter to you from Audrey Hansen of the Seattle Water Department denying water availability to your property. The existing water system has deficiencies which we hope to correct upon transfer of the customers along Beacon Ave. South inside Tukwila. The City anticipates advertising construction for waterline improvements to the Ryan Hill area customers around September of this year. The improvements include construction of an 8 -inch line to eliminate the 2 -inch header from the Seattle Water major supply pipes. The improvements will make water availability to your property feasible for new construction. If you have any additional questions, please contact me at 433 -0179 regarding the water improvements on Ryan Hill. 896 - 060 • John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 -3665 Seattle Water Diana Gale Notrartlar•Ortmcznark, Superintendent Norman B. Rio., Mayor February 23, 1995 Mr. and Mrs. N. Hamasaki 3523 S. Portland Street Seattle, WA 98118 Dear Mr. and Mrs. Hamasaki: YF. iw 4`: rrcl`? icl'VIAAr.'.' ?t;:VIIMMV Ve!f7 ?: s VII,,VIV. i V.rva'7 u5 `'i 14 �t _ '.. i•'I TAIMt.,. F ,eft'{;4;,'.`'�e„'.pV.Z47„5 RECEIVED FEB 2 4 1995 PUBLIC W Water Availability to 10235 Beacon Avenue South After much careful consideration of your request for water service to the above property, I must inform you that water is not now available to service this property for your domestic and fire protection needs. This property is located in Tukwila and will soon be served by the City of Tukwila via a new 8 -inch water main, which will be on the west side of Beacon Avenue close to your property. Tukwila is considering installation for either late 1995 or early 1996. This main will provide you both with standard fire hydrants and good flow for your domestic water needs as well. Currently, we are serving many properties in this area via a 2 -inch header from one of our major water supply pipes into Seattle. This would not provide you with the fire protection that is needed as fire hydrants must be served by at least a 6 -inch main. I am assured that in the near future, you will be 'able to build on your property and obtain the proper water service you need. If you have any questions, you can call either me at 684 -5877, or Pat Brodin at the City of Tukwila's Department of Public Works at 433 -0179. Sincerely yours, &kit) 5'.W- Audrey C. Hansen Manager, Customer Services ACH:aw hamasaki cc: Pat Brodin, Tukwila Dexter Horton Building, 10th Floor 710 Second Avenue Seattle, OVA 98104 0 Reeled on Recycled Paper 1 alifiglar^rattraMWSi.: MIMMIN dErW .t:'t:s M;x. ^.arwxrnan. ' N a tn BR(o -or42a i " 4714 1 $Qv -ol coo 4 Sao, rye. oar, ID a lacer Rxni ceR "tb t .e . (seilt F14114 MisF 4" +VCF, floc, vidri 11.4 dsetad rttt OP ra711N4 To c -i Ar4'r sure Voivreota R0/4 -c 1D Citip. tL 1 1 15X T x 2 oPVwet'c. I 1 G 06 . . � N + feRr= eve- RECEIVED AUG 2 1 1996 PUBLIC 'Pb 8 'C/& O � HARKINS ENG'.N!ER[NG, 1NC., P.S. 9719 82nd Avenue East, Puyallup, Washington 98373 Lateral Force and Gravity Calculations For: TERHUNE HOMES P.O. BOX 1267 KENT, WASHINGTON 98035 Project: l-IAMASAKI RESIDENCE 10235 BEACON AVENUE SOUTH TUKWILA, WASHINGTON Lateral Load Design Basis Wind Speed 80 MPH Wind Exposure B Seismic Zone 3 Design Wind Pressures P = CeCggsl Ce = Combined Height, Exposure,and Gust Factor Coefficient, (Exposure B) UBC table 16 -G = 0.62 0' -15' above average ground level. = 0.67 15' -20' above average ground level. = 0.72 20' -25' above average ground level. = 0.76 25' -30' above average ground level. = 0.84 30' -40' above average ground level. Cq = 1.3 Pressure Coefficient, (Method 2) - UBC table 16 -H qs = 16.4 Wind Stagnation Pressure for 80 MPH - UBC table 16 -F I = 1.0 Importance Factor, (Standard Occupancy) - UBC table 16 -K P = Ce(I.3)(I 6.4)(1.0) -- 13 tb;sf for 0' -15' above average ground level. = 14 lb /sf for 15' -20' above average ground level. = 15 lb /sf for 20' -25' above average ground level. = 16 lb /sf for 25' -30' above average ground level. = 18 lb /sf for 30` -40` above average ground level. (206)- 770 -3515 RECEIVED CITY OF TUKWILA AUG 0 7 1996 PERMIT CENTER page / of 3O Seismic Design Base Shear V = (ZICW) / Rw Structure Loads Roof: Roof Live Load 25 lb /sf Roof Dead Load(Asphalt Comp) 15 lb /sf Total Roof Load 40 lb /sf Floor: Floor Live Load 40 lb /sf Floor Dead Load 10 lb /sf Total Floor Load 50 lb /sf Wall: Wall Dead Load 10 lb /sf Z = Seismic Zone Factor, (Zone 3) - UBC table 164 = 0.30 I = Seismic Importance Factor, (Standard Occupancy) - UBC table 16 -K = 1.0 C = Numerical Coefficient, - UBC Section 1628.2.1 = 2.75 Rw = Numerical Coefficient, (Bearing Wall System) - UBC table 16 -N =8 W = Total Seismic Dead Load, - UBC Section 1628.1 V = ((0.30)(1.0)(2.75)18)(W) = 0.10W page Z of 5c' SHEAR WALL SCHEDULE (, Wall Sheathing Nail Size, Nail Nail l-loriz. Blocking Remarks Galvanized Spacing Spacing, Required at Box or edges Field Sheathing Common (2) Joints (4) TI -Z % " cn>( &P{ 6" 17-" YY5 -lPd►- DZZ T2--z- / L" 6vx d c , 12-" Ye i.iPAi zZ 1 //7 „ c x r7cl C �� IZ \ /(.,' --z / %ti' -�k h6( 7 " L! IZ,'" Ye Lz -z (5 /7g G1))( e)C( " (Z" >c.? Li7'7,_ '5A-L' z�<_ Cxl I2 r' A. 1 % -/- 1:: 4 1 /c.2 t t4- L4 z 1 %,-Z" G�>C e>ti( 17-" \A- 77-1 11 -'' G�k. e)4. 6,_,/' 12 " Yc..5 rn4- -1 ' /z" eD ‹ t) c ( " I2 YE- (r-rGua • 7-5- /4 -, G�x 8A 4-" IZ' 15 . f % '' 0>x 34 61' Iz. " yc_.- L-- I X5 4" Gvk 4" Iz „ Ye j t' 4 --z I V-Ll o Btl 6'r IZ " yE Tfi z /5 47: �x E54 '' IL" NOTES: All braced wall panels shall receive sheathing on one side only unless specifically called out otherwise above. For alternate braced panel sheathing requirements see attached sheets. All exterior walls not noted on the plans should be nailed as per wall 77 -Z above. All nailing not specified is to be per UBC table 23 -I -Q nailing schedule. (I) 7/16" OSB sheathing is optional. (2) All horizontal and vertical sheathing edges. (3) #2 - 2X6 or #1 - 4X6stud at vertical panel edges, stagger nails. (4) Where required, block all horizontal sheathing edges with nominal 2x or 4x blocking same depth as framing and nail with specified edge nailing spacing. (5) 16d common nails through sole plate, floor and into rim joist or blocking, or through top plate into ceiling joist or blocking. (6) One sheet of 1/2" nominal CDX plywood applied to each side of wall. All studs 4X6, stagger vertical' edges on each side of wall. page 3 of 3C) (Li -za RQQF DIAPHRAGM USE ',4C CDX PLYWOOD OR Y1 4 : 7 OSB, BLOCKED UNBLOCKED)( WITH 64 NAILS AT C" O.C., OR 15 GAUGE X f 1 / STAPLES AT (�" O.C. AT THE PANEL EDGES AND IZ "O.C.IN THE FIELD. -Z� r/ 'QigAc:v1 AS I To1v c. c' /xlo" IrJLk(A oc � ► ( VL J (Lt z) tj �r ( FLOOR DIAPHRAGM USE 3/4" T & G PLYWOOD, UNBLOCKED, WITH 10d NAILS AT 6" O.C. AT THE PANEL EDGES AND 10" O.C. IN THE FIELD. GLUE WITH DAP 4000 GLUE (OR EQUAL WITH 50 PSI MINIMUM SHEAR STRENGTH) TWO EACH 1/4" DIA. X 12" BEADS AT 24" O.C.(MAX.) AT THE PANEL EDGES AND ONE EACH 1/4" DR. X 12" BEAD AT 24" O.C.(MAX) IN THE FIELD. (CAPACITY = 0.71 K/FT.) (T3 -1) - DENOTES WALL LINE FOR REFERENCING TO BRACED WALL SCHEDULE. ,WHERE: T3 = TRANSVERSE WALL LINE #3(L IS LONGITUDINAL WALL LINE) I = 1ST FLOOR WALL I BRACED WALL PANEL -- ALTERNATE BRACED PANEL -- SEE ATTACHED DETAIL SI -IEET "A" 4 136 1) I) irtiw:RbotT (.17-/- • (T3 -1) - DENOTES WALL LINE FOR REFERENCING TO BRACED WALL SCHEDULE. WHERE: T3 = TRANSVERSE WALL LINE #3(L 1S LONGITUDINAL WALL LINE) I = 1ST FLOOR WALL BRACED WALL PANEL • j �i TDI -- ALTERNATE BRACED PANEL -- SEE ATTACHED DETAIL SHEET "A" o p ag a41 -L-W 0 9/ /47 (N 1°717 1.11 1 cX7a jr 42.381 30 SHEETS 3 SQUARE 42.382 1 SHEETS S SQUARE A* 42.389 200 SHEETS S SQUARE marts:2NA, .•••••.. • I V` iiY3P1r•*,.".3aAr..,? n. w ?;;i "sPvr�. • s . ?�{ „A.'.i: w'a'"tvq %..r':t:�?'!� *7r5?'�7�• 1T:2�'�s,P.. 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Li (A? o,V4C'z )� /Z— 1. .b7 L22_ Loki o.I4(7) L' L5 U04,17 14- C2 - ))' /Z -- 1. ?7 ¥- LI I 1:5 MiL� 1 t Lei &= � t sa dws a G'' a V-Ar /F -1.6? K-1 LS ROOF DIAPHRAGM USE / ''z ' CDX PLYWOOD OR 1 /�” OSB, BLOCKED UNBLOCKED( WITH b NAILS AT O.C., OR 15 GAUGE X / 1 /z STAPLES AT 6 "' O.C. AT THE PANEL EDGES AND /Z "O.C.IN THE FIELD. l (6-0\K-dicait) wiLL55) 4sS -1\ [ �C 2 ds�� - Z��Z,� •s to + 4 E S �Z � o. z �-Ct o� y It 2 u.A\Jv Lo . 71L - ' AGAR L,or 6A \ 0 w�L� 8, Soq 4- Cep] /5,7 /5:8 1 7C"- Ib 5 i ffig t 16110 -- Fritkuc6-c; S5(e) t5 = 0, Cl c oo1 L -0►.h -ex._ u4LL uoi6107 oLA .?) 02.3 Lo■JG\T 1,u(L.L. oz1? I ► I I - T - 1 ► j ► H I z� Ti 11A 3. K-W -1511-1I75 zA -' - a Cri) - 1 l �l olhj Z Cti +z-b Yz 5.3 "� Lod17 .79 4-Lcd) ..23 LAPS ktitty. FL.Cad- 'VI -1721012 y_AK/p-r 4. ..� , , r: % kn�. w? iii, .Ptc -., _,,. r. 5 ...1:i -'r�, £. L14),W,\Lk ILY-7 Loti6 tc uD 1 1� I,v Loki) mAy _-k? I IIiII '1 rrLiIfli(1►1Hii i LS 1.17 b.Zs 1L16/Ft L.: - LS — t - ( V VZ Y---VV 1 4)C L006q - -ttutv/, e o 1/_- fi5kc Z�- /47 K-t 5 tuiLL / S-{ 4. S q- t � FLOOR DIAPHRAGM, USE 3/4" T & G PLYWOOD, UNBLOCKED, WITH 10d NAILS AT 6" O.C. AT THE PANEL EDGES AND 10" O.C. IN THE FIELD. GLUE WITH DAP 4000 GLUE (OR EQUAL WITH 50 PSI MINIMUM SHEAR STRENGTH) TWO EACH 1/4" DIA. X 12" BEADS AT 24" O.C.(MAX.) AT THE PANEL EDGES AND ONE EACH 1/4" DIA. X 12" BEAD AT 24" O.C.(MAX) IN THE FIELD. (CAPACITY = 0.71 K/FT.) 0,0 et- u,t(ILS G"(:). L. -_-- V-Irt BRACED WALLS EXTERIOR SHEAR WALLS DENOTED ( Z ) SHALL BE SHEATHED WITH /Z ' CDX PLYWOOD OR 1/I(.," OSB, ONE FACE X BOTH FACES , BLOCKED WITH 84 NAILS AT G O.C. OR /S GAUGE X / I /i" STAPLES AT 6 " O.C. AT THE PANEL EDGES AND /Z" O.C. IN THE FIELD. U4 ` r -Z /.47 K.117 WlLu 45.5 o.o� �4T 6 of ►.1►�5 � "b .�. e ►L�r -� q� .s - 7Z - Z - Z_7> ���''� ��L (111\ 171 __ - 0.16 y_kc 8 d K116 e. cv` "0 . 1" BRACED WALLS i 3Z CDX EXTERIOR SHEAR WALLS DENOTED (�Z - Z.) SHALL BE SHEATHED WITH PLYWOOD OR 1 /110 4 OSB, ONE FACE ?( BOTH FACES , BLOCKED WITH S( Ma NAILS AT (o" O.C. OR l'5 GAUGE X l - STAPLES AT " O.C. AT THE PANEL — EDGES AND 4Z'' O.C. IN THE FIELD. c a nh gs8 BRACED WALLS /5 EXTERIOR SHEAR WALLS DENOTED (`�`?j_z_ ) SHALL BE SHEATHED WITH /3 `CDX PLYWOOD OR .7 /I4, ' " OSB, ONE FACE )( BOTH FACES , BLOCKED WITH 6 '( NAILS AT 6" O.C. OR / GAUGE X Ph - STAPLES AT 6" O.C. AT THE PANEL EDGES AND /7 "O.C. IN THE FIELD. Tj ~ Z 275 V. -kk l� L -A Z1 Z"17 V 0.17, _,\ k/VE"' 8A & at-. Y,I C Zi BRACED WALLS EXTERIOR SHEAR WALLS DENOTED ( -z.. ) SHALL BE SHEATHED WITH /' ,, CDX PLYWOOD OR /I ' OSB, ONE FACE xc BOTH FACES , BLOCKED WITH SG( NAILS AT h" O.C. OR /5 GAUGE X l 1 /-1-' . STAPLES AT 6" O.C. AT THE PANEL EDGES AND /2'' O.C. IN THE FIELD. LI -z- [ 57 r...tv j cv L LL 4,//2_/ s - -- 0.4 IV/ (1 g � t,LtS5 g " ` 0.45K-1173/ET ¢� S • BRACED WALLS EXTERIOR SHEAR WALLS DENOTED ( L ( _ SHALL BE SHEATHED WITH / /3 Z CDX PLYWOOD OR I A 6" OSB, ONE FACE X, BOTH FACES , BLOCKED WITH EN4 NAILS AT "5 " O.C. OR /5 GAUGE X / "/z. " STAPLES AT 3" O.C. AT THE PANEL EDGES AND /Z'' O.C. IN THE FIELD. a\d • LZ--Z 1. - r OA 2 ti4L LLo - t lz' /• 8`I b. l� B c( 4(.$ at BRACED WALLS // EXTERIOR SHEAR WALLS DENOTED ( _Z) SHALL BE SHEATHED WITH � 7 - CDX inn PLYWOOD OR O.C. E FACE BOTH FACES , BLOCKED WITH SO{ .otroo..11 NAILS AT G" 0.C. OR / 5 GAUGE X / k STAPLES AT 6' 0.C. AT THE PANEL EDGES AND h_-" O.C. IN THE FIELD. i s ra X858§ INTERIOR BRACED WALLS / INTERIOR SHEAR WALLS DENOTED(L3 •-Z )SHALL BE SHEATHED WITS : / fi n CDX PLYWOOD OR 1 /(( OSB, ONE FACE X BOTH FACES , BLOCKED WITH 8G( NAILS AT . 6 " O.C. OR /5 GAUGE X 1' /z.'' STAPLES AT 6 ' O.C. AT THE PANEL EDGES AND 1'L`' O.C. IN THE FIELD. Ujj6-rt,t 7.2..0 FT 8 + 11.5 �- o c.. �,- le--/FT" LS-z_ /.8 8`1 TEN'S /Pi Ci( 011(,5 e BRACED WAL S EXTERIOR SHEAR WALLS DENOTED ( Ls - --z_ ) SHALL BE SHEATHED WITH � 7 ` CDX PLYWOOD OR f 1 " OSB, ONE FACE .k BOTH FACES , BLOCKED WITH EG( - NAILS AT ' " O.C. OR 1S GAUGE X I IA" STAPLES AT 4-'' O.C. AT THE PANEL EDGES AND M. " O.C. IN THE FIP' ft �¢ z_ / j k-i75 4LL ( Tt 4.s - r' / o. ft 8I j (.5 @- 6" c),L oz5 atar BRACED WALLS EXTERIOR SHEAR t WALLS DENOTED ( L4 -z. ) SHALL BE SHEATHED WITH � - CDX PLYWOOD OR / ' OSB, ONE FACE )c BOTH FACES , BLOCKED WITH 8q NAILS AT " O.C. OR /5 GAUGE X NI-" STAPLES AT 6'' O.C. AT THE PANEL EDGES AND !"t--" O.C. IN THE FIELD. • I4-/, -4- ( 1.7( ILIf> r.:.t;".'f '-i:W t. ( `. rt �s'' .. r• i +4 :. .•i_'yyy fyr;. .l 4 4, • 1- -r_uxx,wilw5j IL(WS auk 1 �I6 Oo r V)1 r s G� 00.(\c, G ` / a.c- r.Z5 2l w , BRACED WALLS IS EXTERIOR SHEAR WALLS DENOTED (1 .L— ( ) SHALL BE SHEATHED WITH / `, CDX " : PLYWOOD OR -7 116" OSB, ONE FACE X BOTH FACES , BLOCKED WITH 8r� Eyi NAILS AT Cam" O.C. OR l5 GAUGE X / A STAPLES AT 6 O.C. AT THE PANEL g g� EDGES AND !v" O.C. IN THE FIELD. ,tA x 2 �t V_LY`> Will, L�G t i .S' 0.4C P1 /r1 g 3 e.c, _GAttlik)_z_c70 INTERIOR BRACED WAL S INTERIOR SHEAR WALLS DENOTEDC(14-1 )SHALL BE SHEATHED WITH l5 ' CDX PLYWOOD OR 7&" OSB, ONE FACE X BOTH FACES , BLOCKED WITH 8 4 NAILS AT ' O.C. OR (S GAUGE X l I A; STAPLES AT 7 2 " O.C. AT THE PANEL EDGES AND (1 O.C. IN THE FIELD. t ILkP5 ALL lY.►. t = Z(.S FT � � � �C� 6 -( 13 4L5 4 o . 35 r-1157C Z S INTERIOR BRACED WALLS INTERIOR SHEAR WALLS DENOTEDITTT— I )SHALL BE SHEATHED WITH (s /7 z " CDX PLYWOOD OR 714, OSB, ONE FACE k BOTH FACES , BLOCKED WITH get NAILS AT 4" O.C. OR (S GAUGE X / STAPLES AT 4-" O.C. AT THE PANEL EDGES AND (Z" O.C. IN THE FIELD. I f `{ \ IL-tr, (SA ik1t0 C.. C., BRACED WALLS EXTERIOR SHEAR ALLS DENOTED (14- � ) SHALL BE SHEATHED WITH li � 3 - 1- CDX PLYWOOD OR ��I G, OSB, ONE FACE X. BOTH FACES , BLOCKED WITH 861 NAILS AT G, " O.C. OR 1S GAUGE X / STAPLES AT 6 " O.C. AT THE PANEL EDGES AND }Z " O.C. IN THE FIELD. W■hal 4 It' e t.tt 5 it 03► /tC 8 ► t�5 �,o 0.26 101957n BRACED WALLS EXTERIOR SHEAR WALLS DENOTED (LS 1 ) SHALL BE SHEATHED WITH / - " LS-1 PLYWOOD OR 1 /1(;" OSB, ONE FACE X BOTH FACES , BLOCKED WITH gt,i mg NAILS AT 0.C. ti GAUGE X � I I 1 STAPLES AT 4-`' O.C. AT THE PANEL EDG SAND 1'L'' O.C. IN THE FIELD. ktrE 1 .)t ) 1 LAV 5 w4 u - Ci. ( � 4. S 4- 4-C2- ` h' or 06/R FA PtIL pe5A-T I BRACED WALLS /S /� EXTERIOR SY WALLS DENOTED ( ) SHALL BE SHEATHED WITH 3'1 CD it PLYWOOD OR � OSB, ONE FACE )( BOTH FACES , BLOCKED WITH 64 NAILS AT ( " O.C. OR I 5 GAUGE X / "/z " STAPLES AT 6 O.C. AT THE PANEL EDGES AND O.C. IN THE FIELD. • 6t --61L ML.-. 1 ezcov y/d ` \2 Zi Lut-Lit \ Is)41, 4: M:( 44,0 'YFC 4 q5 Uk : .1 G goo A / - C t-v1.'> — 442_ ,3 CL. i JjV►■Ar ;oo(7 - 61 - 0 — 6lclth 1p3 ��,1Z1 -- ` T ?� Dtk o,L. t�4o - 55(1- -3o ipoo - 5e24- Ciss>ctoG) �. 1 = S,34C .v 10 to oWW f)J 4- OK- 5 x " Cup, Gls Lok - 1.2;72 to 122 -ill (i._ SOO Z1 c" ( 2o) J �r ZLGL .S) Lo'-o" jp,,1r) 4-o =. 45o d 1 �r< 4 5 4o aoo 'Wt_ f 4 71 1 LtJ J6-- '. y,c)C7 Ct c ' Y 113 415 75 ()Du C I & j L Q Lu=nD)J'. I, ?xv Cs 2 :: (o x 1 3b4 GI.S x(0 4- S7 10" '2)b 60) = zoo tk7�� I (1(-- S (//5' ��Z Cup - -1►� e UOV -i ,Ac ki) ' ooR_ l L "2"1.CSCD)CV7 -� �7 s tt kt - L06 - t� 4 . ':'Si`rw:4�:�sHb� ; �5Aa4+;; n `C4a[.�:}, „i %,— r.,.... +sv i ?:■rgt4 '�•nj.�?Y':.: 'fSY. }ia'S a %�,� A`t�'�' " t5' TA= \'Z ¶ E Wco , .A 4- '`k3 l'7b,b3 - z-c L b,,�: �L 67-5 4t At .��c) � -G- 01 4_ 4v 1JL �Cl;rl v� ` ° lL z.64-(.7)) ��� uOh∎t i(r� szS C�� C 5,40ca 10-0> 5b cQ. 17C� l ►J^` C ' 1C `'7��7 u�L �`xl,' SD1 ° r.—_. S =T. 4-77 o,l� r t7ke lad I,boo 5A- Cl. s. ►►Jr < 1 lluk" 00\LI •n; �•,�..,..+,�r' ¢ >:at ". rt�'t_' =?:'. •� - «.:ta+ N if. ,:��i... .. �. ..:.5. .. .�.�: w�i;: �.., �;�,.;:ryy,t4s':'..f!xz °,4yr: ... w. ' %6`• r?:G.'��;4:!'... .`:;7�+�R- ''i:�:.�` L . 1 4)_( 1 i 'x 5/.G 10 = 0 ► r,./4 - aye U = z-54o • z 4v9)= 5 Sz ( >( - z. C. (A) r_ Z 7-40 -z, Mt< mk/OA - pi‘c..,w6 Fait- 'I t .Ul) l U I Cpl -72;763 -L�7 � z-c6 3% - 7. — *Pk 1 4%0') '' CSz - (z) (L) '3e)LE Ll ?-Xtb) !1 /07 " G' ►� 8 1 4 % '12 6010 VILCkc . -- tlJk)GC Asi X I MUM ?IEVLk7JLt d--TO 1- G 15Y 1VD 1 kXr oe,V_Loc,‘ ox_ AzAkt - lb A 6 /'ale' 44,4._ �0A Lb4) I " (=, " c (--1,0 66t -1) cM IwpuJ Foz-- ► 1AFt rj ck:D ,4 - 1SCz, I. I — Poly utkrio orka2 L 4.r "=" /41.- bug- A..= CE)V-z_ ( 1 6_ 5 vs• j% r z 0)AW Cl - t? oth `l, 1 t b.7 _ 4-7 '�► ►� � 19.7-5 7k4. LotD► aaz5 Mr- . '5ot L 'W 0 (7 6 16 ' y •o. 30 - JD X. tO -k_ �r6 ,sod - z,4c .4 ? a-4'70 61.6L -5m., 11,1 t.cc 15uick L.po 14- (, fit. 4- 3,41s C�Z' _ , ��z t �' 2 a 4 //3 dal Ay '7bU1Ck�, 2-165)14/z- ZLio) �o 8 S" pr-u74 -1 + 567,7 6.5 4- ¢ 05)7, 7- LZ F L- ' v L. 'nu - cv ; T 5 ott TAloti l k m rJ Ft�x . - tc . Tx Q UST ct) Lu', ►Jatv\i /c',' - ALL . .x',^os;rN?-aT,.. fish{i. r.dr`.viiiMta i01130J .147',t 11'7 i C • FLOOR DIAPHRAGM DESIGN 3/4" T & G PLYWOOD WHICH IS BOTH GLUED AND NAILED: NAILING - ASSUME THE SHEAR IN THE 3/4" PLYWOOD IS THE SAME AS THE SHEAR IN 5/8" PLYWOOD PER TABLE 23- I -J -1. (1994 UBC) ALLOWABLE SHEAR FOR 3/4" T & G PLYWOOD WITH 10d NAILS AT 6" O.C.. PER ADJUSTMENT FOR GROUP III FRAMING MEMBERS, ALLOWABLE SHEAR = (320LB)(0.82) = 262 LB /FT. GLUE - SHEAR VALUE OF DAP 4000 GLUE = 50 PSI. FIGURE 1/4" BEADS WILL SPREAD TO 3/4" WIDTH. 2 EACH 12" BEADS AT 24" O.C. AT THE PANEL EDGES AND ONE 12" BEAD AT 24" O.C. IN THE FIELD. Fv = ((50)(0.75)(2)(12)) /2 = 450 LB /FT. P = 260 + 450 = 710 LB/FT. page of 'i�'r�..r..:• ]rYi:S!; +�4 ; +t n 11' +!:'r, C LARCH OR SOUTHERN PINE FRAMING MEMBERS REFER TO TABLE 23 -I -K -1 (1994 UBC) 0; Off S '�:�, .?•]u ".T 'hr+i =1 �}�..�11 REDUCTION IN ALLOW. SHEAR IN STRUCTURAL PANEL SHEAR WALLS I THE ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN STRUCTURAL PANEL SHEAR WALLS SHALL BE REDUCED AS FOLLOWS FOR THE SUBSTITUTION OF GROUP HI LUMBER FRAMING IN LIEU OF DOUGLAS FIR. PANEL PANEL NAIL NAIL ALLOWABLE ADJ. SHEAR GRADE THICK. SIZE SPACING SHEAR VALUE (82 %) STRI 5/16" 6d 6" 200# 164# STRI 5/16" 6d 4" 300# 246# STRI 5/16" 6d 3" 390# 320# STRI 5/16" 6d 2" 510# 418# STR I 3/8" 8d 6" 22 1891i STR I 3/8" 8d 4" 295# STR1 3/8" 8d 3" .4641E 377# STRI 3/8" 8d 2" 61.01. 5911# STRI 7/16" 8d 6" 2 209# STR1 7/16" 8d 4" 395# 324# STRI 7/16" 8d 3" 505# 414# STR1 7/16" 8d 2 " #( 550# STR1 15/32" 8d 6" 280# 230# STRI 15/32" 8d 4" 430# 353# STRI 15/32" 8d 3" 550# 451# STRI 15/32" 8d 2" Mk 599# STRI 15/32" l0d 6" 242 279# STR1 15/32" l0d 4" 510# 418# STRI 15/32" l Od 3" 545# STR I 15/32" 10d 2" 870# 713# FOR UNDERLINED VALUES, REFER TO UBC TABLE 23 -I -K -1 NOTES page Of f F N l � e I REDUCTION IN ALLOW. SHEAR IN STRUCTURAL PANEL SHEAR WALLS I PANEL PANEL NAIL NAIL ALLOWABLE ADJ. SHEAR GRADE THICK. SIZE SPACING SHEAR VALUE (82 %) CD /CC 5/16" 6d 6" 180# 164# CD /CC 5/16" 6d 4" 270# 246# CD /CC 5/16" 6d 3" 350# 320# CD /CC 5/16" 6d 2" 45014 418# CD /CC 3/8" 6d 6" 200# 164# CD /CC 3/8" 6d 4" 300# 246# CD /CC 3/8" 6d 3" 390# 320# CD /CC 3/8" 6d 1 " 510# 418# CD /CC 3/8" 8d 6" 222 189# CD /CC 3/8" 8d 4" 1201 295# CD /CC 3/8" 8d 3" 41Q# 377# CD /CC 3/8" 8d 2" 522 50011 CD /CC 7/16" 8d 6" X40# 209# CD /CC 7/16" 8d 4" 352 324# CD /CC 7/16" 8d 3" 452 Alki CD /CC 7/16" 8d 2" i5i1, MO. CD /CC 15/32" 8d 6" 260# 230# CD /CC 15/32" 8d 4" 380# 353# CD /CC 15/32" 8d 3" 490# 451# CD /CC 15/32" 8d 2" 640# 599# CD /CC 15/32" l0d 6" 310# 279# CD /CC 15/32" lOd 4" 4122 418# CD /CC 15/32" 10d 3" UM 545# CD /CC 15/32" 10d 2" 722 713# CD /CC 19/32" 10d 6" 340# 306# CD /CC 19/32" lOd 4" 510# 464k CD /CC 19/32" 10d 3" 665# 604# CD /CC 19/32" 10d 2" 870# 806# FOR UNDERLINED VALUES, REFER TO TABLE 23 -I -K -1 NOTES (1994 UBC) page of UBC TABLE 23 -11I-N WALL SILL PLATE/ ANCHOR BOLT CAPACITIES 2 X 6 SILL PLATE: (UBC SEC. 2311.2) ALLOWABLE SHEAR VALUES USED TO CONNECT A WOOD MEMBER TO CONCRETE OR MASONRY ARE PERMITTED TO BE DETERMINED AS 1/2 THE TABULATED DOUBLE SHEAR VALUES FORA WOOD MEMBER TWICE THE THICKNESS OF THE MEMBER ATTACHED TO THE CONCRETE OR MASONRY. 1/2" DIAMETER ANCHOR BOLT SHEAR PERPENDICULAR TO THE GRAIN 365 lb(0.82)1.33 = 398 lb /each SHEAR PARALLEL TO THE GRAIN 615 lb(0.82)1.33 = 670 lb /each 5/8" DIAMETER ANCHOR BOLT SHEAR PERPENDICULAR TO THE GRAIN 520 lb(0.82)1.33 = 567 lb /each SHEAR PARALLEL TO THE GRAIN 880 lb(0.82)1.33 = 960 lb /each page of Model No Min Stemw. Width - :rolls 7 ,110N Ay Allowable Uplift Loads Nr ulg 13W (133) (160) Nails 1 Bolls Nails I Bolts EDGE U -2500 PSI CONCRETE SINGLE PO. installation 1) 8" min from corner PAHD42 6 1.. .1.,u 16 -16d J 3 ' /Z 1/2 6620 9613 2205 2945 1855 2205 2945 2205 2225 8 1855 MPAHD 12 -16d — 4 — '/ 10000 10000 2270 3000 — 3000 2725 3000 — 16-16d 3000 12.16d _— 4 — '/ 11000 2270 3665 — 3035 _ _ 2725 3665 3335 — _ 3640 3335 20-16d 11000 HPAHD22 8 16 -18d 4 1/2 10667 3150 3150 8 21 -16d 4 '/2 14200 4370 3245 5160 3895 DOUBLE POUR (se9 installation 4) 8 ' min from corner PAHD42 6 12 -16d 2 '/2 6620 2205 1755 2205 2105 8 12-16d 2 1/2 9613 2255 1755 2705 2105 MPAHD 6 16 -16d 3 1/2 10000 3000 2480 3000 2975 8 20 -16d 3 1/2 1 / 11000 10667 3665 3150 2400 2600 3665 2975 3120 HPAHD22 6 16.16d 3 3335 8 19 -16d 3 1/2 14200 3950 2600 4740 3120 HPAHD22-2P 6 17 -16d — — 10667 3150 — 3335 — 8 23 -16d — — 14200 4415 — 5160 — CORNER INSTALLATION -2000 PSI CONCRETE SINGLE POUR (see installation 2 & 3) 1/2" min from corner PAHD42 6 7 -16d 2 1/2 3763 1225 1225 1225 1225 8 8-16d 2 '/2 4345 1400 1400 1400 1400 MPAHD 6 5 -16d 6.16d — 2 — 1/2 — 3500 3500 5707 855 _ 855 — 855 855 1840 — 855 1840 855 8 8 10 -16d — — 10.16d 7.16d 3 — 1/2 — 5707 5610 1840 1840 1840 1840 HPAHD22 1315 — 1315 — 9-16d 3 1 /2 5610 1315 1315 1315 1315 8 10.16d — — 7452 2080 — 2210 — 11-16d 3 '4 7452 2210 2210 2210 2210 DOUBLE POUR (see Installation 5) '4" min from corner PAHD42 6 7-16d 2 1/2 3763 1225 1225 1225 1225 8 8 -16d 2 '/2 4345 1400 1400 1400 1400 MPAHD 6 6 -16d 2 1 / 2 3500 1135 1135 855 855 8 10.16d 9-16d I -I - 1/2 1 /2 5707 5610 1840 1840 1840__ 1315 2210 1840 1315 HPAfID22 8 1315 1315 8 11 -16d 3 1/2 7452 2210 2210 2210 HPAHD22.2P 6 8 — 12 -16d — _ — _ — — 7452 52 7452 2210 2210 — 2210 — 12 -16d _ — 2210 — , "t PAIPA1IJ)IMPAHDIHPAHD IDOWNS Installation 4 Typical HPAHD22 -2P Double Pour Edge Installation Unless otherwise noted, all others must be installed with the bend oml. ;'vent line at the co; mt between the 51,1., and foundation. DOUBLE POUR r 1. HPAHD22 may be embedded 4" into the slab and 6" into the 8" stemwall beneath a maximum load of 28 I :. at 8" minimum from the closest corner, and 1400 lbs. al' /2" from 't closest corner. 2.1 vhICAL INSTALLATION: The minimum conct• compression stronynu . 2500 psi. For 2000 psi, calculate loads at 0.75 01 the table allowable loads. CORNER INSTALLATION: The minimum concrete compression strength Is 2000 psi. No load reduction Is allowed. 3. Allowable loads have been Increased 33% and 60% for wind or earthquake loading with no further Increase allowed. 4.16d sinkers (9 ga x 3 ") or 10d commons may be substituted for specified 16d commons at 0.85 of table loads. 5. Minimum nail end distance to prevent splitling Is 10x the nail diameter, or 1 for 16d nails. 6. Calculate the loads using straight line interpolation for corner distances between '4" and 8 ". 7. Minimum lumber thickness for boll allowable loads Is 252" for proper embedment of boll into Ilre wood member; reduce allowable load according to the code for lesser lumber thicknesses. 8. Optional fastener holes are provided on selected products. Because the product is limited by the concrete foundation, you may not need to Install optional lasleners. 9. Rim joist application; see Installation 3 for corner condition. Installation 3 Typical HPAHD Single Pour Rim Joist Installation 21( EMBEDMENT LENGTH •I21MINIMUM REBAR LENGTII Installation 1 Typical HPAHD Single Pour Edge Installation Installation 2 Typical HPAHD Single Pour Corner Installation SIMPSON Strong -fie I r. jM�y CORNER DISTANCE FROM EDGE 1_OF STRAP TO CORNER • 30` MINIMUM REBAR LENGTH 1 SINGLE POUR 0NE'+4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH NA LED pox ION Installation 5 Typical HPAHD Double Pour Corner Installation • 23 .Z 0 • 0 2 i Model No. Total L End L Ge Cut Length Fasteners (Total) Allowable Loads Nall Spacing o.c. (100)' (1331160)' Nails Bolts 45" Avg lilt clear span + 90" 100-16d 7230 9640 13/4" CMST12 40' 36 12 clear span +210" 1 18-lad 7230 9640 3'/2" _ 1900 _ HSA32 _1 208" 32 clear span + 416" 118.10d 7230 9640 7" 1910 2290 34 "_ 3 ga x 3 clear span + 68" 76 -16d 5095 6795 1 CMSTI4 521/2' 78" 14 clear span 4 156" 90.10d 5095 ___6795 3'/4" 21600 — 155" clear span + 310" 90 -t Od 5095 6795 7" CS I6 150' 14" 8330 clear span + 28" 28.8d 1235 1650 10 CS16 -fl 25' 11" 16 clear span + 22" _ 22 -10d 1235 1650 CSI8S 100' 11" 18 clear span + 22" 22 -8d 950 1270 CS18 200' 9" 18 clear span + 18" 18.10d 950 1270 2» __ 25' _ _ _ _ . CS20 250' 9'_ ____ clear span + 18" 10.8d _ 750 1005 CS20 -R 25' 7" 20 clear span + 14" 14 -10d 750 1005 CS22 300' 7 "_ clear span + 14" 14 -8d 620 825 CS22-11 25' 5'/ 22 clear span + 11" 12 -10d 620 825 Model Strap Fas eners (Total) Max Ho Allowable bontal Loads No. Section L Nails Bolts -- Dia Avg lilt Nails (133 & 160) Bolts '� Oty (133) (160) SA36 12 ga x 2 36 22 -16d C 1/4 6767 1900 1 _ 1900 _ HSA32 3 ga x 3 32 — 3 / 4 13600 — 1910 2290 HSA41 3 ga x 3 41 — 4 3 /4 17600 — 3770 4520 IISA50 3 ga x 3 50 _ 3 /4 21600 — 5470 6400 IISA59 _ 3 ga x 3 . 59 — 3/4 4 30100 — 6940 8330 HSA68 3 ga x 31/2 68 — 10 3 /4 34200 — 0350 1002G SIMPSON St rong -Tie COHNICIOAS N � New CS -R Carton Provide in lengths of 25' minimum 1" Easy to carry, end distance use and store Gauge stamped on part for easy Identification 56 CMST14 Hole Pattern (CMST12 similar) Hanger Not Shown Typical HSA Installation Typical CS Installation as a Floor -to -Floor Tle Equal number of specified nails in each end D E CS16 Hole Pattern (all others similar) Typical SA Installation with Saddle Hanger CSICNIST STRAPS 3 0 NEWI The CS is now available in retail packs of 25'I Convenient for the do- it- yourselfer or contractor requiring smaller lengths of coiled straps. CS are continuous utility straps which can be cut to length on the lob site. Packaged in a lightweight (about 40 pounds), portable 10" square carton. The 12 gauge CMST12 is designed for use In light panel framing. The 18 gauge strap is available in 100' or 200' rolls — specify CS18S or CS18 respectively. FINISH: Galvanized. Some products available in Z -MAX; contact factory. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only —Use only triangle holes for single 2x member. Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not lend to split. CODES: BOCA, ICBO, SBCCI NER -413 and NER -499; Dade Co. FL 93- 1016.1. 1. Allowab e loads 100% value is the maximum 2.133% and 160% value may be used for steel capacity and may nol bo increased for wind or earthquake loading. other load durations unless otherwise indicated. 3. CSI6•11 Ilnu CS22-11 are all 25' total lengths. SAIHSA CONNECTORS A high value seismic tie for horizontal ties across intervening members. FINISH: SA36— galvanized; all others— Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms whicli protrude above the beams. CODES: BOCA, ICBO, SBCCI NER -413; Dade County, FL 93- 0828.7; City of L.A. RR 25119. 1. Allowable loads have been increased 33% and 60% for wind or earth- quake loading with no further increase allowed. 2. Allowable loads assume a restrained member of 31/2" minimum thick- ness with bolts in single shear. 3. Bolt and nail values may not be combined. 4. Only SA36 can be field -bent for other intermediate beam widths. U z a- 0 0 0 w I- 0 0 Z En a I S 3 0 J Model No Dimensions Fasteners Uplift Avg Ult Allowable Loads (133 6160y W L Beam Post Uplift Lateral AC4 3 /re 61/2 12 -16d 8.16d 4467 1080 715 AC4R 4 61/2 12 -16d 8-16d 4467 1080 715 ACE4 — 4'/ 8 -16d 6 -16d — 810 715 AC6 51/2 8'/2 12 -16d 8 -16d 4467 1080 715 AC6R 6 8'/2 12 - 16d 8 - 16d 4467 1080 715 ACE6 — 61/2 8 -i6d 6 -16d — 810 715 LPC4 39 /1e 3'/2 8 -10d 8.10d 2333 760 325 LPC6 59/10 5'/2 0 -10d 8 -10d 2817 915 490 od Model Mel Post Column Size Dimensions Allowable Down Load W H APS4 4x4 31/4 1 4065 APS5 5x5 4% 1 4065 APS6 6x6 51/2 1 5335 APSE 8x8 8 11/4 13215 APS 10 10x i 0 9 11/2 24000 APS 12 12x12 11 11/2 24000 BC4 BC46 BC4R BC6 BC6R BC8 2'/a 2% 4 4% 6 7'/2 3 2'/2 3 3% 3 Surface A CAPS 3 -16d 6 -16d 6 -i6d 6 -16d 6.16d 6 -16d BASES Surface B 3 -16d 3-16d 6 -16d 6 -16d 6 -16d 6.16d Surface C 4-16d 4 -16d 4 -16d 4 -16d 4-16d 3100 6100 6100 5600 Allowable Loads (133 & 160)' Uplift Lateral 535 535 535 535 ACILPC APS AC —Twin design allows easy Installation. LPC — Adjustable design allows greater connection versatility. MATERIAL: AC, LPC4 -18 gauge; LPC6 -16 gauge FINISH: Galvanized. Some products available with Z -MAX; see Corrosion- Resistance, page 5. INSTALLATION: • Use all specified fasteners. See General Notes. • Install AC and LPC in pairs. LPC -2'/2" beams may be used if 10dx11/2" nails are substituted for 10d commons. CODES: BOCA, ICBO, SBCCI Nos. NER -421, NER -443, NER -469; Dade County FL 93. 1016.1, 92- 0828.05; City of L.A. RR 25076. BC CAPS/BASES Dual purpose post cap/base for light cap or base connections. MATERIAL: 18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • installed with 16d commons or 16dx2'/2" Joist hanger nails. • Not recommended for non -top- supported installations such as fences when used as a base. CODES: BOCA, ICBO, SBCCI No. NE11-421; Dade County FL No. 92- 0828.05; City of L.A. No. RR 25076 (except BCO). Modal No. 8640 3 /ia — 31/4 BC4OR 4 — 4 BC460 5'/2 — 3% 8C60 5'/2 — 51/2 BC60R 6 — 6 Dimensions A lpe ALUMINUM � POST STANDOFF APS standoff height above concrete or masonry floors or decks reduces decay at post and column ends. MATERIAL: Cast aluminum INSTALLATION: • See General Notes. • Attach to post before installation using four nail holes. • Embed rod into concrete and extend into wood member. • For nominal or rough sawn lumber. Fasteners (Each Side) 3 -16d 4 -16d 4.16d 6.I6d 6.16d 2ti 1. Allowable loads have been Increased 33% and 60% for wind or earthquake loading with no further increase allowed; reduce for other toad durations according to the code. 2. Loads apply only when used in pairs. Uplift Avg Ult 980 1330 1330 1800 1. Loads may not bo increased for short-term loading. 1000 1000 1000 2000 2000 2000 535 BC8 Cap /Base 1. Allowable loads have been increased 33% and 60% for wind or earthquake loading with no further Increase allowed; reduce for other load durations according to the code. AC LPC Typical ACE Installation SURFACE BC4 Cap /Base Typical APS4 Installation SIMPSON Pt rang. f it AIL SURFACE SURFACE �, _ BC6O Half Base (others similar) APS6 (others slmllar) SURFACE A 29 Model No Nominal Post Size Material Dimensions Fasteners Uplift Avg . Allowable Loads Base (Ga) Strap (Ga) Wt w2 D L HB Anch. Die Post Uplift (133) Uplif (160) F1(133 & 160) Fs (133 & 160) Down (100) Nails Rolla Nails Bolts Nails Bolts Nails Bolts Nails Bolts Qty Dla ABA44 4x4 16 16 3 31/2 — 3'/2 — 1/2 6.10d — — 2120 555 — 555 — — — — — 6000 ABE44 4x4 16 16 3 3'/2 — 3'/2 — '/2 6.10d — — 1893 520 — 520 — — — •— — 6665 ABU44 4x4 16 12 3 3'/2 — 3 13/4 5 /8 12-16d 2 '/2 7833 2200 2200 2200 2200 — — — — 6665 PBS44A 4x4 12 14 3 3'/2 3'/ 21/4 3 — 14-16d 2 '/2 7733 2400 2400 2400 2400 1165 230 885 885 6665 CBS44 4x4 12 10 3 /18 31/2 7' /8 21/4 4 — — 2 % 16667 — 5335 — 5335 — — — — 9665 ABA44R RGH4x4 16 16 4 3 — 3'/2 — 1/2 6 -10d — — 2120 555 — 555 — — — — 8000 ABE44R RGH4x4 16 16 4 3'/2 — 3'/2 — 1/2 6 -10d — — 1893 400 — 400 — — — — — 6665 ABE46 4x6 12 18 3 4e 5% — 5 — % 8 -16d — — 5167 810 — 810 — — — — — 7335 PBS46 4x6 12 14 3 /,e 5% 3'/2 2'/4 3 — 14 -16d 2 1/2 7733 2400 2400 2400 2400 1165 360 885 885 9335 ABA46 4x6 14 14 39 /1e 5 '/2 — 5 — 5 /8 8 - 16d — — 2967 935 — 935 — — — — — 9435 CBS46 •4x6 12 10 3 /ie 57/16 7 3 4'/2 — — 2 % 16667 — 5335 — 5335 — — — — 10000 ABU46 4x6 12 12 3 /,8 5% — 5 2 5/8 12 -16d 2 '/ 8633 2200 2300 2300 2300 — — — — 10335 ABE46R RGH 4x6 12 16 4 5% — 5 — % 8 -16d — — 4350 810 — 810 — — — — — 7335 ABA46R RGH 4x6 14 14 4 5'/2 — 51/4 — % 8-16d — — 2967 935 — 935 — — — — — 12000 PBS66 6x6 12 12 5'/2 5% 5 21/4 3 — 14-16d 2 1/2 13100 2630 3560 3160 4000 1865 570 1700 1700 9335 ABA66 6x6 14 14 5'/2 51/2 — 51/4 — 5 /8 8 -16d — — 3050 985 — 985 — — — — — 10665 CBS66 6x6 12 10 5'/2 5 6 3 4'/2 — — 2 5 /8 24000 — 5560 — 6675 — — — — 13000 ABE66 .6x6 12 14 5'/2 51/2 — 5 — 5 /e 8-16d — — 4833 880 — 900 — — — — — 15000 ABU66 6x6 12 10 5'/2 5% — 5 23/4 % 12.16d 2 '/2 8900 2300 2300 2300 2300 — — — — 15000 ABA66R RGH 6x6 14 14 6 5'/2 — 5'/4 — % 8-16d — — 3050 905 — 985 — — — — — 12865 ABE66R RGH 6x6 12 14 6 5'/2 — 5T /s — % 8 -16d — — 4833 900 — 900 – — — — — 15000 SIMPSON Fit ronu c nn.n c ron• ABA44 (other sizes similar) U.S. Patent 5,333,435 ABE44 Typical PBS44A Installation U.S. Patent 4,924,648 CBS44 U.S. Patent 4,924,648 ABAIABEIABUIPBSICBS STANDOFF POST B ABU44 sizes similar) rMIUIIMUM NAIL END DISTANCE FOR 111611 UPLIFT RESISTANCE Provides tested capacity. Features 1" standoff height above concrete floors, code - required when supporting permanent structures that are exposed to the weather or water splash, or In basements. Reduces the potential for decay at post and column ends. One -piece ABA provides uplift capacity, with no pieces to lose on the jobsite. For new or retrofit construction. ABE and ABU's base design Includes anchor bolt adjustment slot. Four -sided standoff plate Increases download support and provides attractive appearance. MATERIAL: See table. FINISH: Galvanized. Some products available in Z -MAX; see Corrosion- Resistance, page 5. INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for non - top- supported Installations such as fences. • CBS and PBS embed Into wet concrete up to the bottom of the 1" standoff base plate. A 3" minimum side cover Is required to obtain the full load for CBS; 2" for PBS. Holes in the bottom of the PBS and CBS straps allow for free concrete flow. • ABA, ABE and ABU —for pre -pour Installed anchors, embed 4" Into concrete. For epoxy or wedge anchors, select and install according to anchor manufacturer's recommendations; anchor diameter shown in table. Install required washer —not Included for ABA44, ABA46 and ABA66. • See Epoxy -Tie for tested, load -rated epoxies. • CODES: BOCA, ICBO, SBCCI Nos. NER -422, NER -432, NER -469; City of L.A. Nos. RR 25064, 25074, 25158; Dade County FL. No. 93-1016.1. 2'MINIMUM SIDECOVER Typical ABER Installation for Rough Lumber (ABE similar) 1. Uplift and lateral loads have been Increased 33% and 60q• 2. Downloads may not be Increased 3. For higher downloads, solidly pack grou under " standoff plate for wind or earthquake loading; no fudller increase allowed, for short•term loading. before installing CBS Into concrete. Base download on post or 26 Reduce by 33% and 60% for normal loading. concrete, according to the code. g 7 k 7- 2 ✓yc47j 7 . .51 - 1 S p/v c ✓ZJ 3s, z - z(, /� 7 z9 1.' APPLICANT LOCATION Signature: PARCELS Zoning District Existing Use Proposed Use Proposed Lot Size QUARTER DATE OF LAST PLAT: A all,' OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 3 SECTION B 't 7c '" 1 "i0UNDARY LII ADJUSTMENT rdaddii4106 SAP 2 U 1993 OR LOT CONSOLIDATION APPLICATION Name: ,44? 7fU ,'( QSr3E A//"i�4 - '4 Jj Address: 35 5 . /174) ) ,,. 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 City: ...."6 (414" Zip: ?//8 Phone: 72 Z 1 79 Street Address: 4a6 S e X'/i'J � Parc-e / 03a,3O '-/ - 9o3 y If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection. z3,✓ TOWNSHIP C Date: l --/ j RANGE r 9309202028 LEGAL DESCRIPTIONS BEFORE THE ADJUSTMENT: BOUND) 'Y LINE ADJUSTMENT/LOT COT gpLIDATION ::ITY OF TUKWILA, WASHING'l FILE NO. O_D7-3 .97-r4-c Hez) AFTER THE ADJUSTMENT: Arr/tcff' SEP 2 0 1993 � froagA r & Elections 'oord� Filed for record at the request of: NAME •, .. .,. DEPARTMENT OF ASSE Exam :nd and approved this S� Ili Assessor Po( tO APPROVAL 1-09 Department of Community Development: Examined and app oved 's /3 day of - ,19V . ecdor, Dept. of Community Development Dept. of Public Works: Examined and approved this /0 day of 'M irector, Dept. of Public Works , Return to: Dept. of Community Development Planning Division City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Page • of r EXISTING LEGAL DESCRIPTIONS: PARCEL A: That portion of the North 406.80 feet of the Northeast I. of the Southeast of Section 3, Township 23 N, Range 4 E, W.M., lying westerly of Beacon Ave. South and South and Easterly of South Ryan Way (S.107th St:); Except the following described parcel; Commencing at the Northwest corner of the Northeast w of the Northeast 4 of the Southeast y of said Section 3; thence South 88 °44' 00" East 255.10 feet to the Westerly margin of Beacon Ave. South; thence South 18 °42'.00" East 424.90 feet to the True Point of Beginning; thence on a curve to the right having a radius of 1399.70 feet an arc distance of 7.75 feet; thence North 88 °44'00" West for 127.92 feet; thence North 18 °42'00" West for 67.55 feet; thence North 71 °18'00" East for 120.00 feet to the Westerly margin of Beacon Ave. South; thence South 18 °42'00" East for 104.19 feet to the True Point of .Beginning. Except the following:That portionof the Northeast Quarter of the NortheastQuarter of the Southeast quarter of Section 3, Township 23 North, Range 4 East, WM in King County WA. described as follows: Beginning at a monument located in the centerline of 51st Ave. So. at South 104th (South Ryan Street); thence westerly along the North margin of the 30.0 ft. right -of -way of said South 104th St.,for 370.10 feet to intersection with the centerline of Beacon Ave. South; thence South 18 °42'30" East for 155.70 feet; thence South 71 °17'30" West for 33.00 feet to the True Point of Beginning; Thence South 71 °17'30" West for 120.00 feet; thence South 18 °42'30" East for 75.00 feet; thence North 71 °17'30" East for 120.00 feet; thence North 18 °42'30" West for 75.00 feet to the True Point of Beginning. Situated in King County Washington . Containing 0.771 Ac. PARCEL B: That portionof the Northeast Quarter of the Northeast Quarter of the Southeast quarter of Section 3, Township 23 North, Range 4 East, WM in King County WA. described as follows: Beginning at a monument located in the centerline of 51st Ave. So. at South 104th (South Ryan Street); thence westerly along the North margin of the 30.0 ft. right -of -way of said South 104th St.,for 370.10 feet to intersection with the centerline of Beacon Ave. South; thence South 18 °42'30" East for 155.70 feet; thence South 71 °17'30" West for 33.00 feet to the True Point of Beginning; Thence South 71 °17'30" West for 120.00 feet; thence South 18 °42'30" East for 75.'00 feet; thence North 71 °17'30" East for 120.00 feet; thence North 18 °42'30" West for 75.00 feet to the True Point of Beginning. Situated in King County Washington Containing 9000 sq. ft. Chenoweth And Associates Inc PS 18130 Midvale Ave N. Seattle, WA 98133 542 -2188 LEGAL DESCRIPTIONS FOR KUZUE AND ,NOBUYOSHI. HAMASAKI BOUNDARY LINE 'ADJUSTMENT CITY OF TUKWILA WA. N I on us EXPIRES10 /4/ 9 ',d h1JIIIUlll IIUll I 1 11l It II III 11111111 NI N11 , 3/29/93 NEW LEGAL DESCRIPTIONS: Chenoweth and Associates Inc., PS 18130 Midvale Ave. N Seattle,WA. 98133 206- 542 -2188 LEGAL DESCRIPTIONS FOR KUZUE AND NOBUYOSHI. HAMASAKI BOUNDARY LINE ADJUSTMENT CITY OF TUKWILA WA. AUG 2 1993 OEVEL01 .1ENT PARCEL A: That portion of the North 406.80 feet of the Northeast 4 of the Southeast of Section 3, Township 23 N, Range 4 E, W.M., lying westerly of Beacon Ave. South and South and Easterly of South Ryan Way (S.107th St.); Except the following described parcel; Commencing at the Northwest corner of the Northeast 4 of the Northeast 4 of the Southeast y of said Section 3; thence South 88 °44' 00" East 255.10 feet to the Westerly margin of Beacon Ave. South; thence South 18 °42'00" East 424.90 feet to the True Point of Beginning; thence on a curve to the right having a radius of 1399.70 feet an arc distance of 7.75 feet; thence North 88 °44'00" West for 127.92 feet; thence North 18 °42'00" West for 67.55 feet; thence North 71 °18'00" East for 120.00 feet to the Westerly margin of Beacon Ave. South; thence South 18 °42'00" East for 104.19 feet to the True Point of .Beginning. Except the following: That portion of the North 406.80 feet of the Northeast quarter of the Southeast Quarter of Section 3, Township 23 North, Range 4 East WM in King County WA. described as follows: Commencing at the intersection of the south line of the said North 406.80 feet and the westerly margin of Beacon Ave. South; thence northwesterly along the westerly margin for an arc distance of 7.75 feet (said curve having a radius of 1399.70 feet)to the end of said curve; thence North 18 °42'00" West for 194.19 feet to the Point of Beginning; thence South 71 °18'West for 120.00 feet;thence North 18 °42'00" West for 85.39 feet more or less to the southeasterly margin of South Ryan Way (Empire Way (SR # 2) to 51st. Ave. So. ); thence Northeasterly along said margin for 125.16 feet more or less to a point on the westerly margin of Beacon Ave So. Said point bears North 18 °42'00" West from the Point of Beginning`, thence South 18 °42'00" East for 117.02 feet more or less to the Point of Beginning; Situated in King County WA. Containing 35,221± Sq. Ft. PARCEL B: That portion of the North 406.80 feet of the Northeast quarter of the Southeati'Quarter of Section 3, Township 23 North, Range 4 East WM in King County WA. described as follows: Commencing at the intersection of the south line of the said North 406.80 feet and the westerly margin of Beacon Ave. South; thence northwesterly along the westerly margin for an arc distance of 7.75 feet (said curve having a radius of 1399.70 feet)to the end of said curve; thence North 18 °42'00" West for 194.19 feet •to Point of Beginning; thence South 71 °18'West for 120.00 feet;thence North 18 °42'00" West for 85.39 feet more or less to the southeasterly margin of South Ryan Way (Empire Way (SR # 2) to 51st. Ave. So.) ; thence Northeasterly along said margin for 125.16 feet more or less to a point on the westerly margin of Beacon Ave So. Said point bears North 18"42'00" West from the Point of Beginning; thence South 18 °42'00" East for 117.02 feet more or less to the Point of Beginning; Situated in King County WA. containing 12,729 Sq. Ft. �v P�. o WAs . .. ' %, C:1 CO , ' r., IC : m ,, tit T z si .S -• I G n ti . rr .1) Q cP H PO' a4 O ••7 Co • •'*, G7 • a r 00 (.) ■.r V C" 0 / !-) 0 .••••” / rIu q v, 03 2) o FaCEL T3 1 z i 72g 0 SHED . gE 0 00 sr r,Z7 D) P dQ S J t/e 1 iA P • rde 5:13 REMO b ►2 ; 0 55/ — Ii � � i ho N� ,.35d az /,at ,(/o T-,' 7 e e5r ,eD /.v rs • re T IQs- -5 Now A , esji " E xis 7Zii - 01211* SuQV� rb /a r5 1 /�&" Z 3o4 1 0 c st c ro ,</e345 4 ao ' ►.✓ - 0/ 4o G.go Land Surveyor's Certificate: °‘ -The A. E•/vi - • - 3- This Boundary Line Adjustment /Lot Consolidation correctly represents a survey* made by me or under my direction in conformance with the requirements of appropriate State statute. Name: ,4 8672:7- rht zo.s•sef / chic-A/a 7w C A SOC -y • p3 • ` ,.,772.= Date. -3J /9_3 Certificate No. 9- 7 ,- O UN t) IRON EA * A lot consolidation does not require a survey of the perimeter unless the lines are adjusted. ZA 5e ,53;G ' 721A/R 4& R, �c,�c.� D -D FOUN IRON Film ti /3 8 ^4..t- nci • c.0 Map on File in Vault Direction: Stamp: 6/> 7/93 . Page PIPE o ` O CH: : Scale: v EcPIPESW /41 q Ozturumurravm of 5. F OuNO P.K.A./,41 11. DECLARATION: Know all men by these presents thit we; the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make an application for a boundary line ad- justment /lot consolidation thereof. The undersigned further declare that the attached map is the graphic representation of said boundary line adjustment /lot consolidation and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: — STATE OF WASHINGTON County of King C AFFIDAVIT OF OWNERSHIP Name: �( . , /fl? 4 .'u.L: Name: Name: Name: Name: Name: STATE OF WASHINGTON County of King I On this day personally appeared before me NoBuy05 us NANIASAU.i k't we' HAM ASAV. I to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that _(jtC signed the same as lot 0.--free and voluntary act and deed, for the uses and purposes the mentioned. GIVEN under my hand and official seal this i6 day of ,19 cL3 . �� e to �� Notary - ry is in and�or 3 a of aslu residing at Zj,E.p � ;641111 I Ceie On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of ,19 , ", Notary Public in and for the State of Washington, residing at Page, of 9� 0023 • 399 P02 AUG 28 '96 15:07 :hsi�ui lmesr ' A11 . to lei Y d tkp n nip ebal e p t qq td 4hq taVg1 eent tb d atilt Ii lYlc M a the l lror pU 11d14j Cede 71 e ll. with t- nn11 eb d • d rd3 a �4. - Dr kl [[ sco ( pe F dl [r ltle ud d ol }1 t veld s v1 t d toil cf at tt f tq l elY tn.1r pe Y tstl t/da a s chef d t o 1e ]t ohor or d f 11 0 th r t k t calves t [teal cc Installation. }be eet% a ed e 3 1 !• . ce[t 1 ed b[ th Cs` t and correlated t bring th t D rte on ¢ath t co vl to PROJECT INFORMATION OWNERS Tb Cgn4 evtor h 11 ba r 6161. f r d o lne 1 g [he rorli f - lI [ a itn en own ne R u en.ek a al:en.� All ale 10 Om" be verified by Meld on t and ell k. 1 !d ut t p !t n1D 1 • duot•oek 11 hta D 1 na % to a te t o t oil a t b scooted a e yoe he N ethl i 1 na with the rt r d,tq pa 1 to to A RSt e p 1 t commencing with k . t the c e ctl nperiod th Co t e t r ne1l ba r e etbl p d e I d tge:wso k th tit d t hnY v TAX ID NUMBER 1316 g pq xl•t1 g treoing h re are ee rr to Maintain at rt r in o d d o t ndt tlon Y rIfy lth A anliect D r to ::::" el e Y ae Lion m� prior to -� p e1 e,x1 or ne eltn g ne rind xlt tin¢ [ l n l et l 1 and I othec wo�k i0 tl f oed en g1 t cepted c ne[runtYo y • tic t t to b th Y` no Tn C t at h 11 1 etch, e d p 219Itf n t es dea[ 0 61 need In v tee. a o• ne eb n h n entr,cel .. f Yni.h The bulldlpg a to ta •b 11 be we rpr I eii necessary aetertete d labor to 1 eethe p [nose Deod o [onetrutlo l [L prece s equal to or better then. epiet,ng ahn11 be [ et eY 10. All fastener.. bolts, brackets, eto, heed for e locations [nell u e N setiin[e7 lteedfetely II; Notify the Architect of all lnepeotioni and change. in work. 34. OSnenelDne WI.. to [ace or ataa "unlos noted btherwlie. . ey the ct o[ •Itning the proposed contract, the Contractor warren[. a tn.� 11 The ootrtetor• t q allisu ot hays s'"'"" and thnren[h1Y t reviewed t n. dnw, end�atrve ntes e here r found the. o. lots and fres 40. eehlgeltlee eno d sattte,ent fo one Dnrvo.e aed.. - r) TneCa t tot h• c 4 ax lord tna eft [ the. ork end le utlerled q t tb net nd met tloe o[ the k set Ne c nerenter, quality, q tit or meter nd alto nitles to ne n tared t th ance of t he [ of swotD od nt e•nd oth a the rec erel ltllJ•- - needed for the p t a o . tk s et gan 1 1 cendltlone. a :ocher Stare which u I .0,." . [feet wgrkor D erlorwnnce. - 11e [ips f t` [coleus! 1 pr tented 4e41tnv4: n,Tdgcueente MR & MRS NOBUYOSHI MAMASAKI 3523. SOUTH PORTLAND STREET SEATTLE, WA 98110 032304- 9234 -0 ;Abbreviations_,: AFF CABS CONC DN ow DWG (0) EQ FCIO FIN FLR FNDTN FOIL FOIO FRZR ORB INSUL MFR (N) NIC NTS O.C. R & S 'REFR REQ R.O. SIM T &G THE W/ ',LEGAL DESCRIPTION N 406.8. FT OF NE 1/4 OF NE 1/4 OF SE 1/4 N OF CEDAR :RIVER PL R/W LOSS BEG.NON OF N LN OF SE 1/4 WITH CIL BEACON AVE TH S 18 -42 -30 E 155.70 FT TH 5.71 -17 -30 W 33 FT TO FOB TH S 71 -17 -30 W 120:FT.TH S 18 -42 -30 E 75 F' 'TH N 71 -17 -30 E 120. FT TH N 18 -42 -30 W 75 CI TO POB LESS BEG NW COR or NE 1/4x01:' NE 4/4 CF SE 1/4 TH 9 B8- 44•-00 E 255.10 FT TO WLY LN CEDAR RIVER PIPE LINE R/W TH S 18 -42 -00 E 424:9 FT TO TPOB TH ON CURVE TO RGT RAD 1399.7'FT ARC DIST 7.75 FT TH. N. 85 -44 -00.54 127.92 FT TH N 18 -42 -00 W 67.55 FT TH N 71 -18 -00 E 120 FT TO WLY LN SD PIPE LINE R/W TH S 18, -42 -00 E 104.19 FT TO TPOB LESS POR NWLY OF SELY MGN OF S 107TH ST At Above Finish Floor Cabinets Center Line Concrete Down Drawer Dishwasher Drawing " Existing Equal Furnished By Contractor, Installed By Owner Finished .Floor Foundation Furnished By Owner, , Installed By Contractor FUllnished By Owher, Installed By Owner Freezer Gypsum Wall Board Insulation Manufacturer New Not in Contract Nit To Scale On Center Rod .& Shelf Refrigerator Required Rough Opening • Similar M Tongue & Groove To Match Existing With gaol v d rl 15 iiti44 opr;rosEnter ..M { �Rm PROJECT STATISTICS ; HEATED FLOOR AREA LOCATION MAIN 2217 SF BASEMT .1685. SF TOTAL 3902 SF LOT COVERAGE CALCULATIONS BUILDING FOOTPRINT_ DECK .GARAGE OVERHANGS OVER 18^ TOTAL COVERAGE LOT AREA PERCENT OF COVERAGE GLAZING .CALCULATIONS ELEVATION NORTH - 40 SF EAST 72 SF WEST 454 SF SOUTH 48 SF TOTAL 614.SF_.... ENERGY NOTES 2217 64 607 194 SF SF SF SF COMPLIANCE PATH - .PRESCRIPTIVE METHOD, OPTION III HEAT SOURCE HIGH EFFICIENCY.HEAT PUMP GLAZING RATIO - GLASS AREA ■ 614 15.7% (21% ALLOWED), NEW FLR AREA 3902 INSULATION CEILING - R -38 VAULTED CEILING - R -30 WALLS - R -19 SLAB ON GRADE - . FZ -sin s i T L A N II z O S GALE, ES EA GOF4 _g0.00 A V E ht U E- 5 0 u 0. K19 1 I M1 G ot15E CITY OF T119 A APPROVED AUG 2 7 1996 -AS NOTED EUILDii4G DIV19 SEPARATE PERMIT 21 FOR: L✓ MECHANICAL 1 F,LECTRICAL PLUMBING ✓, GAS PIPING V OF TUKWILA .;;L DING DIVISION FILE COPY I unde 1 that the Plan Chock __... .r2 subject to C72,3 and omissions .d ,_ ..:_.1 of plans doe:, not authorize the violation of any adopted code or albino.. RttosIpt of contractors copy of approved plants By Permit No. FP _ O Date O REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR \ OF TUKWILA BUILDING DIV15!ON. NOT R O' S N LL REQUIRE A NEW PLAN St, r '..LLJOE ADOINO ?i= :v'VED PER F _ ' T)F(KS ITER DATED 2 /(Y F - - o(S `5 o lsb 61 WM ,met 114;11 be iSSut ed e ( Con ioK, o f e water OH&t isco*'pleft W RECEIVED P�oJ ,,01" CNOFNKNIA =ARM, CENTER r] 8 =2v -y3 n— Q I . 9 -. su 1 o 11 1 I SHEAR WALL SCHEDULE Wall Sheathing Neil Sized Galvanized Box or Common Nail Spacing edges (2) Nail Spacing, Field Dori.. Blocking Remarks Required at Sheathing Joints (4) "T1 -Z. ' %t - „ GD> 84 6” 17-" `` YEAS PAL v -. Tz -2- ' XL ' GDx &I 6' Iz ' y 7 I-tPA4" 1 z F,& 6" Iz" YES L1 -z' %ti' cvx P,'( 5" Iz" YE'S Lz -z- 'S Gvx so( 6 ' 12" '/E (:5-z_ %J GIN_ Yx( L" I " )'C'S L5---Z '%-L cox b4 4" 1Z" YE5 £:N -- r 14 L4-2, %- GDx L,,,( 6" Iz" 'Y it -1 ,'' CTN. oA 6" I2 " )E: Tit-1 'XL" G'Dk t', ' 1 YEej (- 1 ' 7-I % z-DX &1 4 , 17_ VI ' -r4 4 64" CDx 84 6" I.L" ')L°j . L-( ` --1).( PA 4" IZ" vE L4 --Z- I V , -," LA)k Boi 6' I 'YE T4-q- '% g4 � 1z" T No 1 nor i 0 pe., MANur, 1 ruck,A. T utS L A ouTT to C - 6N & IHEe.F► - .PS r 1 HANUF, t- LtVIN(a F.1-1, E7ININ(s 4 ENTpr to 8 e ST K.4. D u I Li W/ AU LTEl GEILIFI(, SEE PIAN ref rpAMIN &, NOTFS: All braced wag panels shall receive sheathing on oac aide o lv unless specifically called out otherwise above- For alternate braced pond sheathing requirement tee attached sheet. Ali exterior walls not noted on the plans should be nailed as per wall 71 - Z - above. All nailing not specified is to be per UBC table 23-I-Q nailing schedule. (I) 7/16" OSB sheathing is optional. (2) All horizontal and verrical sheathing edges.. (3) #2 - 2X6 or #1 - 4X6stud at vertical panel edges, stagger nails. (4) Where required, block all horizontal sheathing edges with nominal or •Ix blocking same depth as framing and nail with specified edge nailing spacing. (5) 16d common nails through sole plate, floor and into rim joist or blod.:ng, or through top plate Luto ceilingjois: or blocking. (6) One shat of I/2• nominal CDX plywood applied to each side of wall. All duds 4X6, stagger vertical' edges on each side of wall. Q ■ 1 3 6ED1 e7 is °HTRY (� 1 4 1 - 6, 11 II' -o" 28' -9'W 21 -d' 12' -10 Yz ih' (� , ovi,vr CAD Pr- 0, 9W< J 121-6,72' " 18 ® ® I� 2 kltcHLN. I I'-2'f1 4 ,I12 -Ho. 5' d' lo'-oi I iAH i LT r oots GA l G- E 12 1 -cu 24 -(dl ) 4 I VI 51012A at M ,4 1 N F L O O P L. A N 45 -(d 70'• O' 24'•c�' 1 Gllxgll dF 4:k2 +tRIraDW I°,G r cvr. 2 1yr, O.H. CITY OF TUKWILA APPROVED AUG 2 7 1996 AS NOTED BU!LDANG DIV0100 RECEIVED CIN OF TUKWII.,q PERMIT Cis; F3 -20 - 9 C7 7 Q In .rJ z 4 O O 1 2_0r11. bt,DFOOM 4 4 (Fi) Yxf,caNecj Io StAS W! 9TH (t.ON A8M 51_1q I21- 1 i jet, Ho T3' -(off 4- ffi 7'�0 lo'•o' �I/8i LAM . 11 K GII GJIs•L.L I a! ex. UNrINISHLp 5 A S L M L N T r L O O (z P L A N 4 51 -6,' 2 4, -al C1 1ANDfAIL PALUST Er ILST SHOE, 74' H D f W/ 7 gAGk pGVDL l'ArED LINEp :'ia" pf'JwALL - -(YPIGAL or e* FAIL DETAIL 12ec.K PD✓. 101_ d 1 E OAK �2 ic3 P AIN T GAD NtMLOC- - - /4�� HD f W/ 7° Ace8vE-1, TAPED UUEp : • yq' DrTt4A L a TYPicAL_LoW.V/A.Li.. bLTAIL 0 CITY OF TUKti9LA APPROVED AUG 2 7 1996 AS NOTED BUILDING DIVISION RECEIVED CITVAF TUKWILA PERMIT CE!' TFR El II 6 -2Q 73 N 0 IF— V Ci • (D 11— N 0 �, << ✓ _ • W (o f ico ir. z, x 0 ad, 2 co I N 11IQi ®Q MIME mnno® ime IU o 3 or, 11 r c (" o1�IP`IIw loll{{ : ®01111111 MEIN -011111 Dig -<I!! I J1, -► y us. CO 0) • CI c ®o) _ Z ®a) m a). N� d) 3. —4 C co • rm 0 Z N —1 0) XI 0 C) 4.7, 03-g 831.0 11141tl3d v11r�,xnl do wo c3nl3o3e NOIfiln 0310N SN 966! z e 9nd Q3A0HddV V11M4f11 (0 h110 1f1n1V1 Jl15 ?d n11� HILoH 19$ adz „b-,L ^) 1H`1■31111Vty HGIIv0N. i- `Ilu`�'l d v1 0 .4= Jai. '1.9' "JHO) ,,nor „C3 „G 11-10,31-1 ' xvki , j1,1 '11VM '819'8! 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Aitel TAIL ; . LI N& PE 1"r.1 • c. • A. ve4-11' CVMT cort rpc.itioN 3 514t • .1 %4 6E14 FAT V 10 o,c, ye vitrNALL, .53,, GL.ea (c) Tor rLAT (5) 2 't 4- rrr a 4 EA ST LST LvATI bortr■ CNN Li.c yr. 6r, k troop 53111AruNC, 40 p cpAzie, F2,.,FTErc, , HA1.4 •(e amt.: 10 rE zt. A.S5 40 r( 1 1' .Iou\1Pr;1 ' vE.14 .2.' 141, Hb qr t t JOIST I o, rgrziA - 4i 14 .c4cfolz 4 T . tAsit, Gi2...f FON C, cog LLEVAT 10 N O N 1/4". 11- 0" v C.MN 1 RE-IC ,t,vErED v'E HT, A1 GAF'AL-E FN1.Gt.tit MAN 6"r-A _rmi, Rer:a 9 -Jo APPROVEI 1.16 2 7 1996 AS NOTED BUILDING DIVtBION crry 6-2o 111 r11 GATAGt F LOOp LEVEL h4EW Gi2ADE FoGK rtiAIUING WALL 1sT IN G('ADE S Q U T H E L E V A T I C H N o F T H V A T I O N N - -� - -MAIJ FLOOF Fp1i -W f`z-v GFAtE GPApE CASEHEN1 15EYOND ILc,. FLCCF FIN ISNED f(o' f:FKCMEfI� HIV SHED FLOOF CITY OF TUHWIIA APPROVED AUG 2 7 1996 AS HOTEU BUILDING DIVIliON ECEIVED CIfv R OF TUKWIL4 6 o 11 ' ,/ i ' , '. -. /"" '.. N , I ., ..- - 1 ' -Jil - . , .. ',Ally' ._:..::1 _ li E.A. („4:,)? F.1 _EALU. I ._) 4 1 \ I cA i , 'IP . • ' _ i • )- j/ i MAST ER SAT H CD F79 - coo (ID P A I R 0 0M - Ye" ,P C PI I pOr 33" 4 CD NI Vis" AsTER bATH DAT H fl• (D , /e" = 21" 46 1 4 r, AfH 2 'ye • E4T 'r' i L o y P- I) MASTE4 F3ATH ' 7t3" NO" 1 22" 0 18 II, Ito II r c) IS A I H 0 Net VENT - J i .4 • •''o I- - •-.1 F ] M Irps12) 1 IV' '3c, '36' O KITCH k C D M A S T P - l z e. A TH 3'3 1 1 pLc.REA lot-1 1 /i!3 1.-01. 3 •3(ii" IT N 4 : 30 V " it 12'11_ '2i-c Ey b A 0 N" 1 1 1, 2 r `: 6 v 50 o'' ri -1 z 1.. 2 4! I " 1 r KIICHLt-1 11,11 • E sATH 63_12 cEp- 're (1) iZD A T H 0 2 LALJHDFI R'001 " IT - — - ; P-2 ) .. I J R EAf Li CITY OF TUKWILA APPROVED AUG 2 7 1998 AS VOTED BUILDING DIVISION ci-,REFrTw'r, PERMIT CENTER r1 0 /— 0 Ce • co I— 01 Z 0 0 La O " .4t cx dO CD f■ Z CCOQ 0a 2 S m u) ILI 1. hIR FI ,,il E IUIIIIQ IIIIlI I.„, IIIII1P ,111 () 1 4 3 7 n 0 0 < 0 O • 0 7o 11 Name: 1991 VENTILATION AND INDOOR AIR QUALITY CODE ASSISTANCE FORM Activity I. Date: 1- I VENTILATION SYSTEM SIZING Minimum Size = (COND. SF aaIO2 X AVG. HT. !¢J X .35) / (60) = l I'la CFM Minimum Size = (COND. SF '�'c10�S X AVG. HT. ¢j X ,50) / (60) = 2a.0 CFM * Required for Additions, Integrated Systems or Homes w/ >4 /Bedrooms. SUPPLY VENTILATION SYSTEM (Choose one) gi Integrated System w/ fresh air introduced into return -air duct. Motorized damper will be included. yes /no (Highly recommended.) ❑ Window ports at each habitable room. Min. = net 4 sq. in. each. ❑ - Wall ports at each habitable room. -Min. = net 4 sq.in. each. Manufacturer Model ❑ Not Applicable. EXHAUST VENTILATION SYSTEM SOURCE SPECIFIC EXfWAUST VENTILATION (Choose one) ❑ Intermittent Exhaust Location Min. Manufacturer Model CFM -.25WG CFM -.1WG Kitchen 100CFM s(IRL RN20(L IrYS CFM CFM Bath 1 50CFM� CFM �QCFM Bath 2 50CFM IbRe9s. 3 FM ICi!'_CFM Bath 3 50CFM II +I II i11�+ CFM a CFM Laundry 50CFM C t 4 3 ,12. M I F � CFM Pr ap[ 50CFM , 4W (� C CFM 4k, CFM ❑ Continuous Exhaust Minimum: Kitchen = 25 CFM W. House Sones yes /no $,g ves /no 5,5 yes /no 1,g ves /no ves /no 1, g ves /no '.FV Baths & Laundry = 20 CFM Manufacturer Model CFM ❑ Not Applicable. WHOLE HOUSE EXHAUST VENTILATION SYSTEM (Choose one) DI Combined use of source specific fans as indicated above. ❑ Separate Whole House Fan (s). Location Manufacturer Model CFM -.25WG CFM -.1WG b� q ' CFM I DO CFM 1 - 1 0 PR:4' S l y - n II ( W. House Sones no I. (E) ': X [N fir: p - L `oU LL UUTLLT : ONE o'oE ;SYli�C1(Ep • I 6 '4 41 Dfr°uN0 fAtjLT_Iu[e�?, . . CADLE..ji • - . .,. tEL�PF-IoNC.JAoK Ar . r L FLI-1AIN xh11HG 1a h �E41oVt6 Tlatr" 1 " T . swlTf f 3 WA`' 94I }}off I.: PIMI -I 5WjrcN ::. CITY OF TUKWILA APPROVED AUG 2 7 1996 As NOTED BUILDING DIVISION I CENTER RECEIVED CITY OF TUKWILA U - 7 Q -L 4 +/} 4 Z y J IL 7 6. 2: • 93 Q J z a 0 0 n z 4 8 of 11 0% 0 • r 0 MAMA S E. S D E N G O 35 EEACON SOUr U \/ILA,WA, SASE M i.N1 FLAK' -GLE.c -i I GAL t h e ARCHITECTS :CONTRACTORS "' 18596 76th AVE. W FEIN■1 WEN U EDMONDS, WA 98026 C 0 in p a_ n Y (206) 778=6812 NO. TYPE SIZE TYPE SIZE HARDWARE U -VAL REMARKS 0o00000o0g Dbl Pan, S/C 6 -0 x 6 -8 x 1 -3/4" Entry .39 Awning Flush Pan, H/C 3 -0 x 6 -8 x 1 -3/8" Passage N/A 2' -0" x 4' -0" Flush Pan, H/C 2 -8 x 6 -8 x 1 -3/8" Privacy N/A NW Aluminum Flush Pan, H/C 2 -6 x 6 -8 x 1 -3/8" Privacy N/A .52 Pocket 2 -6 x 6 -8 x 1 -3/8" Privacy N/A Bifold 6 -0 x 6 -8 x 1 -3/8" Pull N/A Bifold 5 -0 x 6 -8 x 1 -3/9" Pull N/A Sliding Glass 6 -0 x 6 -8 x 1 -3/4" Entry .67 Tempered Flush Pan, S/C 3 -0 x 6 -8 x 1 -3/4" Entry .33 Flush Pan, H/C 2 -6 x 6 -8 x 1 -3/9" Passage N/A GENERAL NOTES:' WINDOW SCHEDULE 9TM. TYPE SIZE MANUF. U -VAL REMARKS O A Fixed/ 3' -0" a 6' -0" NW Aluminum .51 Tempered Awning O B Casement 2' -0" x 4' -0" NW Aluminum .52 O Casement 2' -0" x 2' -0" NW Aluminum .52 O D Casement 2' -6" x 4' -0" NW Aluminum .52 Egress EO Fixed 2' -6" x 4' -0" NW Aluminum .56 Gen. Note: All operable windows to have screens and locks. All windows to be double Pane insulating glass. 5 nm O AP PLIANCE SCHEDULE B U I L D I N G S E C T I Q H A A Whirlpool Range Model ARS660BXYH, Black, or as selected by Owner Whirlpool Exhaust Hood Model $RH4730XW, Black, or as selected by Owner Whirlpool Refrigerator Model AED2OPKXY, White, or as selected by Owner Whirlpool Dishwasher Model 1;DU8400XX, Black, or as selected by Owner Wood burning fireplace, Model to be selected by Owner Whirlpool Washer Model 9LA5525XT, White, or as selected by Owner Whirlpool Dryer Model #LE5800XS, White, or as selected by Owner L PP B U I L D I N G S G T I O N 313 L I _4 DOOR SCHEDULE Coto �', ',k loll CHEF IE A rELT X 92" 0131 SFIEATNMV w/ slH l (Alf 'F TRNts or- R`P1FR AH i 0.6, ALUI'l. ' k" 91111 �ujTEP Ixb lklAF FrPGIA T_III ScFrlT .No G�ovFS� E:frl Vic Li, I FLA ;H INV � 40i ail 11 SIZE k- wATEF TAEI:E rAtkiTtD— 2+ . TAINTED (2P PoS for r r.A 1 L � -I9 IHtUL. I GEDAP. SIOINCU -- i_, C: SfUll Cr; 11" 0-L, d euaDl�¢ FAit '/2" co, cHEA NING, GF'AbE .`MIK (_) FEIN f',/F' 11. 5; k , YErj. 1 I- I(s" 0-G, N 4 9 H Z FkINF. ca It 0.6. r3" CON:.• FNP /N' wnLL — 9 rlDeE LINE FrLM Fit-TER FA ICS i �ICC;E pE�f Fic CFAIN IN WASHED ; /,VEL- UNDISTUFDED T f. WAL CT I O N _MALI A axe," HP- Y e TE6FL SLIP:br (, IIEu NAN.E.6 ">< E Imo OC iN r MIL ti 10 4z "rFfw /l.'-, ' F H F9 15N •- 5 l r T. r F' AJlo .1 /'/=' L, Jo" A B. 9 `o.c. 4 12 fr"1 ENDS, \�� F•1 IN. 7' EM F:E v, FEINT. L 1.1 v, C . - 4 2 I::Ir INSUL MIU. td' TU UbD oowu T 21 IN F : -19 10/0 c SLOB (1,—,.) 1" (Fc!„ /EL JuoA,-F PCIL ,G Lc, I r AL 1 E D F' -L. CoU(... Fit- wu (l) d HL FIZ WINDOW ''r 3VED PER PUBLIC W--. iI 7.P DAT'D 7 CITY OF TUKWILA APPROVED AU 2 7 1996 AS NOTED BUILDING DNt3ION RECEIVED clry of Tuxwiu ERA, ET - 1' o 5 /1 � Q 23 a ;grin. 11 Ho4O 2-I o Y P I O G t= M I° L ?� I /� I' - �notlo tF�LJ�f �i' MONO e 2j�oa, GII, a>II r=153, Maio �IJirh G 2.F -. CITY OF TUKWIIA APPROVED AUG 2 7 1996 AS NOTED BUILDING DIVrOION RECENED ^''n' OF TUKWILA ENTER 11 or 11 73 75 es 78 78 79 7 78 80 81 78 ae 82 ' B4 83 82 83 8 85 e e ■ 2 _ B1 �o \ v � \ \LP \ \ \ T ON ,<eu. Qur \ \\ m 17_ at 9� 89 00 90 MD' 3goo.j FT \ \ gO� T t \ °! 4\0 „iigk \ \ \ \ tyuo 0 9 99 00 es� DATE BY CHKD • 74 78 6 16- pi 6o REVISION 201.81 APR VD LES DRAWN SITE PLAN Approved by 1" = 20' Checked by Scale 9 00 9 p0 89.76 ,ZU oo 05 9000 5 8 . LARRY E STEWARD PE 24738 SE MIRRORMONT DR, ISSAQUAH, WASH 98027 PHONE 206- 392 -0342 DRAINAGE,UTILITIES, LIGHT STRUCTURAL, SEPTIC SHORT PLATS, DEVELOPMENT FEASIBILITY RESIDENTIAL DESIGN EXPIRES 4. DRAINAGE DESIGN FIGURE :.3.60 FLOW DISPERSAL TRENCH ?Jo :g A - R LL AN OL W16 FROM P1Pc 4 a P F�F. PIPE LA,O FL /LEVE Nza1c -S 660u 2 toVER(! ocklNC A _ - � �MAXt2c516 N 9 ow < 2. GFS PER TK� LL'c,R..NOlT w1E RoWl PIPE 6Le4,1(s 5 /FINo ) 1/4"--15e 9656420 20444. 1 66 F /'IP2' LA FAT 140 FLOW o0Q �/Sr: Ste= r�ENGH IF NEGE55AFi P"1 1 + 1 I I FLLL - ro G13s AS NEGE�SAfal N o rs ; TYFy I G3. 1 11 w /5cLIP LOVFK I .1JG4 2 5, AS To r' -Ja. b a.r Dt5G1 +Pct��E 6JP /c2; 3o2oJ 2 IJC.y MhY SE {'I - AG- -3 No G: iEi& TLI i.l So FEET TD ON h 34. 5 3. TIZENGH AND CgZ, BDAQ9 MUOO 56 L0v3L ALI00TO EoLLDVJ COW - 006h JP 3aA.K,p SuPPOgT Fo 5r S PFtG I NI CI AS RZEqu E3 E5 L 0094 os APPROVED PER PUBLIC IN0Fi;S t.S T TER DATED Zf ' 7 I 1G, • PWg6 -0249 MR. AND MRS. N. HAMASAKI © 10225 BEACON AVE. SOUTH._ SINGLE FAMILY RESIDENCE !LIB NUMBER 9702I4II Floor Plan 1 OAR wJ f .0 IS R-21 INSULAT)ON RE0UIRED A:T DEIUNA of OFFICE •1Ae0. IF WAREHOUSE AREA IS MOH - CONDITIoNED SPADE. 92ODIDE ' A5 0 / " FdDED 1 0/S F /T 'r4RDEp oe F /Nr1H 13310E 10.0y/v4/Z. pEy 3 R4TED 1'2[37: NR.EC. U .31/2" METAL STUD FOR LATERAL SUPPORT. ATTATCH W /(2) H6 SCREWS TOO EXTEND STUD TO ROOF STRUCT. TT INSULATION SUSPENDED ACOUSTICAL CEILING BOARD .31/2" X 25 GA MTL. STUD G 24" DC. WI 5/8" GM. EA SIDE, ATTACH W/ .TYPE "S" SCREWS Cd 6" OC. PANEL -EDGES & 12" 0.0. PANEL FIELD IS BATT INSULATION • 0 Office /Warehouse Wall Legal Desciption long said west margin a distance of ribed as follows: distance of 263.00 feet to the terminus mnen istance of 50.00 feet: nce Of 35.00 feet: co of 5 0 feet ea a point on 35.00 feat to the t ue int of begin . A: 5o Sq6-0160 Seale O R.6 STRUT To •Nt/.JGTURE MUNE. Seismic Bracing c..,.„.. a[ tones of 20.06 feet; the true point as rollons: "hen along the south line of Baia istance of 40 B 430a, along said xest margin a distance of ‘ .11 ‘ 221 to the scribed Lmder King e of of the railroad easement 5. 60° t. f 40.00 feet thr a point of beginning. KM= EMI 11-- - -mi 1 immimmlimom 1-- - - - - -1 No Scale K Reflected Ceiling Plan WHERE INSDIAT(DN IS TO RE T4lCED ON c6rUNS C0/1(3 LIGHT F /XTUPET M[rtr 0 /F 5E. 5 O207R1012Zo0sE P0/55000/0/ Sor0 7 N IUN 0-7 S /PER WND Tap (84n/�N FIX7LRE AND INSN/A DRN), ND. IZ FURS TW. I AMISS 1V rrrtfl '/2 /ITrr General Notes iipornearmumwcua 55.1011.5 MONS 55050.50. mLicwif mw. M. nrz. x .00xrn"u °fM " folnArti 117 1 CRAW SEW. 1010WLEDOE. • arcpsecuwoccrg o 01.550 rWm 0; wrtauL, vmxw x rr r�'x a aswc it ELI TILVMMII 5/1r Biriuu PEADV FOR n}gmTilfrmTlin wr1.747 rmwnxwawr. "dam.'°. Project Data PROJECT LOCATION: 17333 SOUTHCENTER PKWY. TUKWILA. WASHINGTON 98188 -3317 ZONING: C2 CONSTRUCTION TYPE: V —N OCCUPANCY: B — OFFICE. M — RETAIL S•1 STORAGE SEISMIC ZONE: 3 TAX PARCEL NUMBER: 282304 -9066 Kit Notes I. CARPET FLOORING 2. NEW 3' -0" X 7' -0' S.C. DOOR AND FRAME TO MATCH BUILDING STANDARD. PROVIDE LEVER LATCHSET AND DOOR STOP. Le end EXISTING WALLS TO REMAIN NEW OFFICE WAREHOUSE WALL NEW 204 SUSPENDED CEILING GRID 600 SF X 1.2 WATTS /SF = 720 WATTS ALLOWED (6) 3 TUBE FLUORESCENT LIGHT FIXTURES W 114 WATTS /FIXTURE • Ma PROVIDED By 055511, 5L11.03. 5551, 5055 55051550. • R.5411550 nfl M 112 Thr a ta :1 2 11:74S1 3 5 Ef lattfitziam MOW,. n541.110 NEW 2X4 FLUORESCENT LIGHT FIXTURES Lighting Budget = 884 WATTS PROVIDED F7N41. INSPEO77OG' APPR0d4L SHALL 700/ 51.03,JECr 70 CoMP GEr/OM of 7075 RE4UIPEMENr UNDEIU 50!02470 MECMANICJL pERM(r 0. Vinicity Map RR RR C 9 . 12, WAREHOUSE NEW DESIGNERS OFFICE ANNEX No Scale SEPARATE PERMIT REQUIRED FOR: N'N ECHANICAL IWELECTRICAL ❑ PLUMBING ❑ CAS PIPING CITY OF TUKWILA BUILDING DIVISION SHOWROOM E ll Key Plan FILE COPY col aut.. Me No,. code or cam IbIM of c_:.__.:/94 c Fr 0819'144 PIMP aU1Iaa118a>J ✓/„ ilri DIG • "•.2G" J.6 PMa N F5 [Id° REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF A TUKWI BUILDING DIVISION. CITY OF 1 /FUSS APPROVED JUN 131996 AS NUitU, BUILDING DIVPION te RECENED CRYDFTUKWILA JUN 1 2 1995 P61UOTDENIHO SHEET Al 1 OF 1 .roe rro 9E: 11,. 00