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HomeMy WebLinkAboutPermit B92-0448 - PRIME DESIGN CONSTRUCTION - NEW SINGLE FAMILY RESIDENCE91 R I I tE5GT4 a»J STb C WU-4)4 nc V ivr ‘,.vmri.c I Gv --6/(,:, ` ' . PERMIT NO. (,,, Lc LJaiu' CONTACTED \ 1 ) ) u" L VA) =, ,-. DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING . r.:_,„. u i `) i 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER INSTRUCTIONS TO STAFF TUKWILA • Contacts with applicaN for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTniiE <., BUILDING - initial review ia-a� -OIL 44z041 JZ 4(5° 03 42vg3t¢ INIT: Z)4 INIT: X) PLANNING PUBLIC WORKS O OTHER BUILDING - final review PROJECT NAME SITE *N 5 M93 BUILDING/PERMIT APPLICATION TRACKING INIT: INIT: INIT: nov rr .t2 �-�5v 5 r\ Cor . SUITE NO. to QS S 15O SF CONSULTANT: Chu ZONING: Z REFERENCE FILE NOS.: MINIMUM SETBACKS: (/ / TYPE OF CONSTRUCTION: �/ IN UIREME Date Sent - UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: ..r S- Yes z • Date Approved - FIRE PROTECTION: Sprinklers Detectors FIRE DEPT. LETTER DA : /3p0 INSPECTOR: 5 IBAR/LAND USE CONDITIONS? ( )Ye No • Ja Jf `.3 No E- UBC EDITION (year): W- TOTAL OCC. LOAD ''',5n1 cL r ' /t. 09/17/90 SITE A II ID ' ESS L SUITE # 6 % 5. i so } Sr. -- ruiw,1.4 VALUE OF CONSTRUCTION - $ I IQ. (OTT &.0 PROJECT NAME/TENANT CtmQ_ 6 t h Cs3r\ok. ASSESSOR ACCOUNT # Obs-tZ- 0002-3 -z. TYPE OF New Building ddition U Tenant Improvement (commercial) Li Demolition (building) WORK: U Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) 5 ,,,, -e. (=Awl I�•.( h ow s-c_ NATURE OF BUSINESS: u / WILL THERE BE A CHANGE IN USE? ❑ No ❑ Yes If Yes, new building requirements may need to be met. Please explain: C-n.ox e- 1 - 4 1 - 13 SQUARE FOOTAGE - Buil ing: 110•_,D 4 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: • PROPERTY OWNER tpQ„w.4_ -0.e k Co >\t :s .4� We .4. tO ,.4 (PHONE 3oc'_ cf ao ( ADDRESS /S / (y- • S- 38 Sr: ■01 , S o k_ 805 ' ' ie 4tae. ZIP q ■tlb CONTRACTOR rPQmv S cc) ,,vS 0 C. w` PHONE �(� �L��O 1 ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # P2% w ED oco.4 Kt-.3 EXP. DATE 12.. _ Z 5_ 93 ARCHITECT 0-1 -3-- Ts-,"... PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 2Gla O ' - ( PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT e/a- o DATE APPLICATION ACCEPTED at/ ( chfat.t._Ma," PRINT N ME NIAP -V" ytAirSbi4 ADDRESS 1(s 00 St 3%-u, BUILIYI3 PERMIT APPLICATION DESCRI PTI ON;2`::: BUILDING PERMIT FEE :> PLAN CHECK FEE <`i BUILDING SURCHARGE OTHER. DATE APPLICATION EXPIRES (o i3 DATE I .HEREBY;;CERTIFY::;THAT::I I BE<TRUEAND;CORRECT, AF DATE /2• 2_Z -`12__ PHONE 300,..430 CITY2IP qx2 CONTACT PERSON IN/A ? k. f)sowl PHONE 3 b 301 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may a „tend 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. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. 0 3/10/0 1 COMMERCIAL Topographical surve NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each . structure Energy calculations stamped by a Washington State licensee engineer Or architect Legal description Working drawings;` stamped by a Washington State licensed architect Which include Silo plan • Architectural drawings •, Structural drawings Mechanical drawings ▪ Elevations' • Civil drawings • Landscape plan Completed utility permit appliCatiOn (one for entire protect) Six (6) sets of civil drawings one for each structure Assessor: Account :Number • 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 acres &:J • Roof plan •,Building elevations.(all views)' • :Building cross- section • Structural : framing plans Structural calculations stamped by a Washington State licensed. engineer Soils report stamped by a Washingto State licensed engineer. A Two (2) sets of construction plans, Which iiiclit Site p l a n ocation tenant spac • Existing and prop parking ndscape plan (i applicable i e;, c ill building plan Tenant location' Use of adjacent (common wall) tenant Overall dimension of b orsquare foo Floor plan of pro tenant space • Tenant space plan with : use of e room labell r Exit .egress; patterns •• New walls, existin wall; a w to ;be demolishe Construction details Cross sections :showing wall construction and attachment for, floor and ceiling • ' Structural calculations stamped::by a Washington ,State license engineer maybe required if structural work is io be done (2 sett NOTE if airy utility work is to be done submit separate utility permi application' end plans. REROOF. Completed building permit application, L Assessor Account Number Narrative describing existing roof, material being removed,,an 'materiel being it stalled NOTE A cernfication letter is: re prior to!final inspection off of the permit • . Compteted building permit application Assessor Account Numbe Two (2) sets of plans, which include Site Pl ( showing building and location of anfennalsaleliite dis Details antenna/satellite dish and method of attachment which inclu material being one for: each structur H Assessor' Account Number Two sets of the following:.; 7 Specifications RACK ; STORAGE, Completed building permit application Assessor, Account, Number :: Two (2) sets of plans; which include Building floor;plen;showing Entire space where racks will be b oat •;Exit doors • Dimensions:of all aisles: Tenant space floor plan showing rack < exits Legal:description Washington State Energy Code da SUBMITTAL CHECKLIST • NOTE'S utility permit application and checklist for specifi utili submittal requirements NOTE Include dimensions of racks (height, width and length), and exit ways on plan Structural calculations stam ped by a Washington State license engineer ;(rack store a B,.:and over RESIDENTIAL NEW SINGLE FAMILY DWELLINGS /ADDITIONS n Completed building permit application aisles Completed util y permit application:' Six (6) sets of site plans showing utilities utility. permit ePP..,-,F • NOTE; Buildi sit plait • and utility site plan may; be combined S s ants; Additional topographical and soils information may be req uired tf unique site conditions RESIDENTIAL REMODELS Completed building permit application: Assessor :Account: Nurn Two (2) sets ofivorking .drawings, I • ....... o undatio n pia loci plan: oaf plan; Building elevatio ol Building: cross section Structural.framing plans N .If any utility work is to: be done prnwde `utili and p lans mus be submitted Completed building permit application Assessor Account Number, n Narativ rme de scribi ng e xisti n g material b i n s talle d NOTf t pf E A certification letter /s required prior to final Inspection a1td s1 a the ait roe tHEREBY.:CERTIFY THAT: , • • D THIS APPLiCATION AND :::f< W. „ , :SAME :TO.::'BE ... 4 • Applicant/Authori . A. -n *.f I. , r- ..., 4 Air 114( 4. Contact Pers o,Q print name): 1 1 ,, I Ai Address: 1':X) SE- 3Est , 51 - lCL'il - 4 C r - g6 c / Print Name:MA(2K (4, ( h o1/44( zo4 Date: /Z.1 qz.... Phone: 3(09- 30 i 7 B. 12a q80(, Phone: 3(0q-(4301 Date A ) c Date App lication Accep 0 'Axa ..... 19, 1.7 : 190 DEC 22 1992 8 UTILITY PERMIT APPLICATION INFO RM AT! Property Owner: 1'/\a3.4._ Street Address: I '5 1. 00 EL 3 t '* Engineer: Street Address: Contractor: Street Address: 1ce% 00 141 ,Ithtk( 9c) Ni . L)1 (4 King Cty Assessor Acct #: Contractor's License #: PERMITS REQUESTEP...: 0 Curb Cut/Access/Sidewalk O Fire Loop/Hydr. (main to vault) - No.: O Flood Zone Control O Hauling O Land Altering cubic yards O Landscape Irrigation O Moving an Oversized Load Est. start/end times' Date: O Sanitary Side Sewer - No.: 03o Nzt Jue MONTHLY SERVICE BILLINGS TC Water City of Tukwila lApplication # Central Permit SA,,m — Engineering Division 6300 'U ter Blvd., Suite #100, Tukwila, WA 98188 /11/3 ---Zefe) Phone: (206) 433-0179 WATER METER Name: D EP QS REFUND/BILLING Street Address: Name: Street Address: 0 Sewer C3 Metro DESCRIPTION pRoJ ECV: 0 Multiple-Family Dwelling LI Hotel No. of Units: 0 Motel Single-Family Residential CI Duplex EC] Triplex Standby "1.1-Vti* AiorN.6"C44 El Apartments 0 Condominiums Phone No.: City/State/Zip: Phone No.: City/State/Zip: C3 Other: ?IfiQ- 0 Li 7/ Sr Phone No.: City/State/Zip: aet\evue.., WA WO Phone No.: City/State/Zip: Phone No.: fiA C /F 07 City/State/Zip: 14/11 V\Arr - Exp. Date: Cl Commercial/Industrial 0 Office 0 Warehouse 0 Church 0 Retail ID Manufacturing E Hospital :..,•:‘:,:.,-,:,',',: .i New Building 0 Remodel/ MISCE44ANEOUS INFORMATION Square Addition ::,:',:.:::.::.:::.:.:::::.::::::',:,:::.:.:::.:.::,.:,.*::::::.:•::::::.:::.:;.:.:,: Footage: RAO 3 43. Square footage of additional buildin,g space: King County Assessor's valuation of existing structures: $ 41E4-- Valuation of work to be done: $ Square footage of original building space: Sewer Main Extension 0 Private 0 Public Storm Drainage Sizes: 0 Street Use (iv•9*'/- 'ZEr Water Main Extension OPrivate El Public ever'N.64e Water Meter / Exempt: - No.: — Sizes* Deduct LI Water Only 0 O Water Meter/ Permanent - No • _ O Water Meter / Temporary: - No.: _ Sizes*_ Estimated quantity: Schedule: O Other: allIMINNIIIMNOMONEMIX1 0 School/College/University LI Other: 04/22/92 City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS. ENGINEERING DIVISION DATE: MAY 24, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Thompson Single Family Residence 4628 South 150th Street Project No. P92 -0154 Activity No. PW93 -0090 Contact Person: Mark Thompson Telephone No.: (206) 369 -4301 John W Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MAY 24, 1993: Permit fee Storm Drainage $ 25.00 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit files. JP /cd Attachments a/s cf: City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) cd.d25.thampsfr.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 4313665 1 i HEREB Y CERTIFYTHAT; : . RE • D:.7 IS APPLICATION AND C 146THE.: SAME: TO .BE.TRUE CORRECT Applicant /Authori = • Agent Sign. r -: , ,. , �t ) l. rr• Contact Perso r 4- gSO (print name) :'1 � \'Owtfov.G Address: 15 l pp 5E... 3£s -`' ,5'1 kb (} Print Name: MR2.LC /a . ( h,v►4(so4 Date: /Z / f c!L P hone: 3( - 30( ' } B } (p) ►a. cgce Phone: 3(0et - (43 Date Application Accepted: 1 _ tea - ciQ Date Application Expires: C a _ _ cj - Property Owner: 1N/\ v .. . Street Address: IS 1. OD Engineer: Street Address: Contractor: Street Address: ve King Cty Assessor Acct #: PER MITs` R EQUEST. ;WATER'.:METE' REFUND %BILL) M.ON.THLY ' 'BILLINGS TO ❑ Water ':DESCRIPTION'OF.PROJECTs ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaVlndustrial >:MISCELLANEOUS INFORMATION > <:; City of Tukwila Central Permit - Engineering Division 6300 •u c• ter Blvd., Suite #100, Tukwila, WA 98188 f'h')!9 - &'90 Phone: (206) 433.0179 DEC 2 21992 UTILITY PERMIT APPLICATION t O 0 Name: C s Qc4Aopt, tw o �.1e. ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: O Flood Zone Control ❑ Hauling ❑ Land Altering ❑ Landscape Irrigation O Moving an Oversized Load Est. start/end times: Date: Street Address: Name: Street Address: ❑ Sewer ❑ Metro ❑ Hotel ❑ Motel ❑ Office cubic yards ❑ Sanitary Side Sewer - No.: Contractor's License #: ( N Sewer Main Extension ❑ Private ❑ Public Storm Drainage rW0# //❑ W 430 Nzt ❑ ❑ Duplex ❑ Triplex ❑ Warehouse IN,OJ S,c ' Phone No.: 0`i 4 -130 I City /State/Zip: C e..l\e'tue., -- 9 8 - 001,, Phone No.: City / State/Zip: Phone No.: City /State/Zip: L. Sizes: ❑ Street Use Water Main Extension ❑Private ❑ Public Water Meter / Exempt: - No.: _ Sizes Deduct ❑ Water Only ❑ Water Meter/ Permanent - No • — Sizes Water Meter/ Temporary:- No.: Sizes* Estimated quantity: Schedule: Other: Phone No.: City /State /Zip: Phone No.: City /State /Zip: Standby Single - Family Residential ❑ Apartments ❑ Condominiums ❑ Other: ❑ Other: Exp. Date: ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital New Building ❑ Remodel/ Square Footage: 1(00 3 ` Square footage of additional building space: Square footage of original building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 04/22/92 il - A -too s s 11 (404$ s, tsc-- S#. PROJECT j6Z.. — 'Fir CERTIFICATE OF WATER AVAILABILIT ` � �Z - 4 S� PART A: (TO BE COMPLETED BY APPLICANT) /1 1. Owner Name /Address/Phone: �2� _�Q s-� (2 i 5 - rf24J l'S1 coo SE 3g SD. lO t Suct'4 -e gO9 (3, tIP U u2 93( c*, Agent or Contact Person/Name/Phone: IA l�bvv .FSow 3 (4, 0 1- © Project Location (Attach Map And Legal Description) 2. This certificate is submitted as.part of an application for: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other: 3. Estimated Number of Service Connections and Meter Size(s): • 4. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. A. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 5. Area is served by: ('1� rz- -- D.s4rc.«.k l2� (Utility) 6. Owner /Agent's Signature: . Dat e: 12- /ZZ-- (GP__ PART B: (TO BE COMPLETED BY WATER UTILITY) , 1. The proposed project is located within 1 L k i \ — (CitylCounty) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or bo meet the minimum flow requirements of the project before connection will be allowed: NO , I M S JV /C-e A L IZY IA' r4- CC-60 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 9..b psi at /,D o 0 gpm for a duration of off- hours at a velocity of l esS 'Nun 9, fps as documented. by the attached calculations. I hereby certify that the above information is true and correct. AgencylPhone By ` Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) AgencylPhone By Date ''PROVED PER PUBLIC ARKS LETTER . DATED 1 es° N /1 2 4' • 12(416, LOT Cover2-a5e : //, S 7. 3f I .b1 4- Amice. 10 I- L /DRA%.' 11 5 150 zo'3 /S • j .Wme be•i e ar lsses..V../11 1 IF too 5E 34st pI• lol •$09 r - c uOE , \JPI gOD6 3(, - LI3)t 991"-M5 I A L.eSz� % See A- c..I L ALL l�pL.u.4 �{- R,31- O.P F Tn p u C as lc I7 1 .1v�O 2.(12oo1.%1 V i A -f' (4 h t_b • r P vC. ►1 D •11. 4 3 Deep �z.�. e.1- -1 p ∎ 4- 1 l am : I��-' VD LOT 1 Sc I ZD Lowest FLOo : 2 7b/ CoUtes t (03 AT Cow•tL2sl lEIVED TUKWiLA In! s,•. • e k WMY:to / ruki 3d Dre4W. a c 30� DECEIVED CITY OF TUKWILA MAY 1 7 1993 PERMIT CENTER 21, 0 1 his short plot Corr made by me or and mance with the req and County statute Rey. 92 ' Dote 1- 49// 14— Certificate No.: Lot 20 Land Surveyors Certificate: snort Subdlvlelon N Ct y of Tukwila , 2a. 28 202.45' O+ CAPPED 0/8" REBAR ; 0 SET OR TO 8E SET to c Lo t 01 CALCULATED POINT FROM RECORD DATA. t4 • Lot :9 • O to 0 N to ! C " ~ :' i . 1 t ',tin* 4.0, .1 g `an t 1281042 IRa .I�}2' •r ,1 1 J2A.t4 ` 1 ' o � g s • S. 130th 3t. \P---1 _ _ .tea: t�-" .:. - .. ��- f{ {1 N Q a 7.9w� c nno n,..$ 20" .. t N e9 °O9' 20 "W , (310.44' ( to North -South % Section} W s - ▪ 0 to to N O • M C LOT 18 , ELK. 2 , 2nd . Add , to Adorns Horne Tracts , Vol. IS , P. 80, King County Plots. sv7i.l, C r, ;A'4 2 7 7392 CITY Of r ., :K P : ►'l --Direction' ) of N.E. I/4 of Sec, 22, T23N, R4E.,W F TUKWILA otanT PLAT File In Vault ' N ORTH Seale' l "" a o' t4 to O N 40 Lot .I r W , . co C 0 th o 0 4 28 0 Pope S0 • of 100 �/ Job No. 520 loan Webster) 4112 -ao 4 7516447540 4 I ' N 44.151 64.4 3 . , '.P. 6 4 15° Ile 5 Inn re. 15 s¢i} - ( u h 1 -- - .A �'( to cnry be.sT' r— -- - J I � 11 o ° v —.-1(13' — —II 1? 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I , 1 I ? ra r1 !I 84.17 60 e. as j 79 /48TH 2 6�. 21t31 16 I els �N LJ 128.29 118.79 69 /0 12 6.89 8 . . . 79 931L- 8 5, 9(1, / 128.8 /:9. 14 813 i l l %264 63.2 ! .3.2 oTHQ 40 /1 h Sc1�R.. o 035+ 1t6 it 2 66 3 3 m 1 „I 4 ] 14 �M1 17 Ickys. � 15 4 126.4 /26.40 /16 10 I 4 • 1 Co X63. 5 S? 579031 16 (2) //»1 36+0 oc (I) W4 1 5. P 10840701 , .t. 0 6 0 126.4 U 9210201195 ,OT 2 THE NORTH 79.11 FEET OF THE SOUTH 205.00 FEET OF LOT 18, BLOCK 2, SECOND ADDITION TO ADAMS' HOME TRACTS, AS PER PLAT THEREOF, RECORDED IN VOLUME 12, PAGE 90, KING COUNTY, WASHINGTON, SITUATE IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN SAID KING COUNTY, SUBJECT TO AND TOGETHER WITH: AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES LOCATED ON LOT 18, BLOCK 2, SECOND ADDITION TO ADAMS' HOME TRACTS AS PER PLAT THEREOF, RECORDED IN VOLUME 12, PAGE 90, KING COUNTY, WASHINGTON, SITUATE IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, SAID KING COUNTY, SAID EASEMENT BEING DESCRIBED AS FOLLOWS:. COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 18; THENCE'NORTH 88 °09'20 "WEST ALONG THE SOUTHERLY LINE OF SAID LOT 18, A DISTANCE OF 30.00 FEET; THENCE NORTH 1 °13'06 "EAST PARALLEL WITH THE EAST LINE OF SAID LOT 18, A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 1 °13'06 "EAST, A DISTANCE OF 175.22 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89 °22'26 ", AN ARC DISTANCE OF 31.20 FEET; THENCE NORTH 88 °09'20 "WEST, A DISTANCE OF 20.00 FEET; THENCE NORTH 1 °13'06 "EAST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 88 °09' 20 "EAST, A DISTANCE OF 29.57 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90 °37'34 ", AN ARC DISTANCE OF 31.64 FEET; THENCE NORTH 1 °13'06 "EAST, A DISTANCE OF 10.00 FEET; THENCE SOUTH 88 °09'20 "EAST, A DISTANCE OF 20.00 FEET, TO A POINT ON SAID EAST LINE; THENCE SOUTH 1°13'06"WEST ALONG SAID LINE, A DISTANCE OF 235.23 FEET; THENCE NORTH 88 °09'20 "WEST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. ALSO SUBJECT TO COVENANTS AS RECORDED UNDER AUDITORS FILE NO. 9207200394 AND 9207200395. .,`W." EXPIRES I • 4 ,r i4VOX i•.btu., ,t;`.`,: f,. RECEIVED o. CITY OF TUKW ILA DEC 2 2 1992' PERMIT CENTER Lq - e 4 y / PROPOSED HEAT LOSS Use Chapter 10, page 81, U & F- values for this calculation and the same STANDAFID CASE area/L, ft. measurements. B.G. wall #1 (Ft2) x U a B.G. slab #1 (L. Ft) x F . B.G. wall #2 B.G. wall #2 (Ft2) x U______ - 13.G. slab #2 (L. Ft) x R.__ - STANDARD CASE HEAT LOSS B.G. wall #1 (Ft2) x U a R.G. slab #1 (L. Ft) x F . B.G. wall #2 (Ft2) x U - B.G. slab #2 (L: Ft) x F = '4. FROM :ENERGY OFFICE Azar. 0 (4 v-s fr7stfJctions AP 2 Overview The Chapter 5 Approach allow() any oombinatio envelope components as ong as t e collective heat loss doesn't exceed a maximum limit established by code. The calculations on the lower part of this page may be ignored if below grade wall insulation will either be R -19 on the interior or R -10 on the exterior, or if the basement will not be heated or a habitable space and the floor above is insulated. Page 2, Standard Case Dwelling Calculation. Compute areas using outer surfaces for walls, ceilings (less skylights), and floors. Use the rough framed opening areas for doors. The glazing area Is derived by multiplying a constant value (.15) by the sum of the conditioned floor areas. (Don't Include unheated attached garages, etc.) Page 2, proposed Dwelling Calculation, Compute areas using outer surfaces for walls, cellings, and floors. Use the rough framed opening areas for doors and glazing. Since there are only four boxes on the form for glazing, combine the areas of units with the same Uo value into a single entry. WSEC, Chapter 10, default values must be used for all walls, ceilings, floors, untested doors/glazing, and to determine below -grade walVslab UA. The Proposed Dwelling complies If the the Proposed UA doesn't exceed the Base Case :;UA.Trahsfer:wall, Ceiling, floor, glazing, and door values (R and U) to the Check list.'' :.: :w N :. ra de ' wa t. ss I rad o ff i each wail iha( Iffers'In dep h�' erforma ee ; state calculation`us(n' Ste s 2 3, Sum;the totals '`w II :iii c E;. the sla Gur! e o top t h `mu t ;ill;' tidy door nd I zln areas and In .',2 Attirm n� a ri`r a bb c tt tthhe t o a ti a u • �� em in o.,t�ie designated hexes below or both Stan arq,oase and Proposed heat •loss. • 3 ; FIrid r p ,ro p ri l te`wall'dopth ;in'Tab Q:1 insert the corres ndin wall values into 1hu �tlpt e.;corrsspon ing:wal� -Value by the area dertvv in tep, #y: i,;:. � • i 4::Mea hv'erim tr in line,arfeet`for `each lab nd r a Wall With a dllfferent Table;1:,depth Insert the slab I -- value able :.1� corresponoing to each walHistod in Step s�3. TOTAL COLUMN . cssR)314411' TOTAL COLUMN ro 2.12-17 ,'ermlr nro. Table 1 (Below grade walVsiabs) 1nsulalod /nlarinr will Values 2' depth: walls U.043 slab F.69 3.6' depth: walls U.041 slab F.64 7' depth: walls U.037 slab F.57 lnsulahni exterinr wall 2' depth: walls U.070 slab P.60 3.5' depth: walls U.064 slab P.57 7' depth: walls U.056 slab F.42 ('Doplh• Indicatos the total concalla wall depth Including not morn than 5' of ahoy° grado W alla 11 : 18Pt l 09E0 P.02/04 Standard Case Dwelling vk Et..13urriMILJANU A/1Y V 1S?2.12-17 11:15AM g960 P.O/O4 o'crof ass /VV. . • VAat::12, Uo values are taken from WSEC Table 5 - 1 Framed Wall (a. Willi • (44.5)) Below redo walls: The UA value for eittler of those wall typos must bo donvod using Hothad A In the Instmciions. Instill the value into the appropriate box at right cif I El 1:3 1:F kz Wall 112 ( GlazIn & doors #2 Net wall #2 Avon. a o) ;Name : :Lot •-•"' Phone: rieki)i,:.Rv9:4,1+30 ‘. 'Notes; C( 4 - I : NV■A'At0 ; ;MA: • • sof it the Proposed UA value le lose than or equal to the Base Case UA value, the dwelling design complies with the 1991 WSEC. FF Oil I : El lEFC, ti' OFFICE • ««:w«•riwi 8 ae* ,(VrininiAl vet; r••:t , .... • rl R.r: •.+,� ....�. �! ..r +� {. ii`; O x r •„r v k . KNn i(• unsclr4 nsfbF•.tiRI } F.r{ Idi'S+ T': Y . a. �•� • f 7 J J : ii t 4 4 x• 7: . A �' 'I . • n� • . 1 :,L. . ri.th'' t� ? . ` ..:'}i<!'>4 Ca . T ;r :•' :.�•. r , ' ; j a � 1 t �i ' %J;y!•'ii iree y� .1 ?.Y ,�, �..• •a ' +•e .2� :r �..�1y`. f�. .1`} �1 . .��! , . ' �'..I r. .•�r .•5 •• 'i/ r�C .•Gl� ` 4tr< � no-My � 1hn i o I . ` will the`rn :'r i. • 3 m t� �; Y; ,�•� �.��� . 4 t w : $p •∎ d tvrinln mum:t�ealln • ter, P Struot 8 (0) • loss vniu ; . Y P. n 01300;.2 Ma bo, a1( r3 dltec't .from.fhe•Pio tiled' A tiosr'o r; Illy leakag toss, Vnt (2 ,This `the vofilrria. t3)':of the conditioned paoo;lrl.the ciwetl(PIg :•3sv Clfm�ate r aatpr; ' ► ": f•T1,o f6CaiASH A�'clLmats_ °tactorts to'ftyourJurIbdI ttaia; (aafl l►EI�` /A��j a tr La � ,va1ua (3)� inccrt :value troni ��.;. ��,r�.� 4 4. ^' (r; r'',;z:��: • ';� F� s ; • • r . .�1 } 1, n .�.r .,• v ..1 5i : Cat ut at • v #Iu b (a. r t ox' ta }, ; 4 . ' < .,j y in LaCh'horizontal:rc £•. > ' ;; QQ �j a , .. .ti 5 � ^ .!: s• . Y � , � .. .i. �.r ,r, } � rf'n a.r•` .1,.' .n lt:r .'.c:• vatuasa ,bfand 'a:a�w . �ti�r'�:: , i . � . ,. ;- ' .1: �:, ;� ,., aij.:f' .fli ,�'.' '; �, �•f �.U^ ^� ; ;•'' i1t ''t 3 v":ii�i`! . J�.iyr••.. 7:`,Nii tti ly;th < sum''from ; tep #4 b y1 5 obtain'tho riiaximum heatln11..system output for�the.buildln t he a tfrig;; �. syeto.rr) m is • el e cirlo, d lv ide . ''the t�TUi1ira value from Slo : #7 •by•3413to;get k V1latt • ' .. ..'.. � • - p ' ., i < < i '1r . r >>;7, �. 1 6 'd: ':•';t u i ' l :r r :. rl..,. .r e K :.'il ,. f• Duct lassos }A•5 62 Jt Structural Toss Air Ioakagn loss E5iksOWA Y 9 ( 1 ) 2 . 5 t , � (B ri'Hr /F) (2) g to 10 («T3) (3) 2_ 5 , �j�(B TU/N,r) Permit ^ �No. Name ;Cil -irk u.• ?�n.� t t�1c- Street Lot# i— ,N City — t►V � .�%L.. y County �cc 4y Phono# 2 •Y• Manufocturor r4 _ Typo of ay©tom Model # nn31004 -5 Heating output 400 r, c` �AT_U;hr� 2..c .7811 \Al EC t —(_oc� ... isk Vs o X .60 X 0.018 X .16 Design Heat Load (a. - c) Maximum Heating Output (Gas, oil, propane, wood) (Design Heat Load X 1.5) cORD Maximum Heating Output (Electric, heat pumps) (BTU /hr. /3413) !1 1532.12 -17 11:20PM '50 P,04/04 11 (a) 4 0 (o3 (b) 2A V)(c) (BTU /Hr.) 30 8EOZ 43v (BTU /Hr,) STANDARD CASE HEAT LOSS B.G. wall #1 (Ft2) x U m 11111111111111111111111 11=1 = B.G. slab #1 (L. Ft) B.G. wall #2 (Ft2) B.G. slab #2 x F = • TOTAL COLUMN --i• PROPOSED HEAT LOSS Use Chapter 10, page 81, U & F- values for this calculation and the same STANDARD CASE area/L, ft. measurements. B.G. wall #1 (Ft2) x U B.G. slab #1 (L. Ft) x F. _ . _ _ B.G. wall #2 (Ft2) x U .. B.G. slab #2 (L. Ft) x F ; ;;:.;::,. . ' . TOTAL COLUMN •-o. DEG 2 2 1992 Overview The Chapter 5 Approach allows any oombinatio(Mtnvelope pompon ©n s as ong as t e collective heat loss doesn't exceed a maximum limit establig by code. The calculations on the lower part of this page may be ignored if below grade wall Insulation will either be R -19 on the interior or fl -10 on the exterior, or If the basement will not be heated or a habitable space and the floor above is Insulated. FROM :ENERGY OFFICE TO 206E445911 12,12 -17 11:18AM #950 P.02/04 ( rmrr No. Page 2, Standard Case Dwelling Calculation. Compute areas using outer surfaces for walls, ceilings (less skylights), and floors. Use the rough framed opening areas for doors. The glazing area Is derived by multiplying a constant value (.15) by the sum of the conditioned floor areas. (Don't Include unheated attached garages, etc.) Page 2, Proposed Dwelling Calculation, Compute areas using outer surfaces for walls, ceilings, and floors. Use the rough framed opening areas for doors and glazing. Since there are only four boxes on the form for glazing, combine the areas of units with the same Uo value into a single entry. WSEC, Chapter 10, default values must be used for all walls, ceilings, floors, untested doors /glazing, and to determine below -grade wallslab UA. L • • ' .: • • . ...... . .•..... ,.. .. ..• .. T he Proposed Dwelllhg complies if the Rho Proposed UA doesn't exceed the Base Case UA..Transferwall, Celling,.floor,iglazIng, and doorvalues(R and.U) to the Check list. : 2' depth: walls slab 3.6' depth: walls slab 7' depth: walls slab 2' depth: walls slab 3.5' depth: walls slab 7' depth: walls slab Irisert�: ( "Depth' Indlcatos the total concrete wall depth including not more than 6' of above grade wall.) F or each wall that differs;In :depth stern tii'wail't r" a °frn the:sla' ff .. em inta.the.designate boxes:.G91ow; • 3 FInd'tii th rI tewail •dopth it Ta <box(es).. , 1p.Y:.t�e.:corre.pon r3 : w :Mea Ire f he perimt��aa di�stahce` Iri"Itr , •slab. -wa ue: ram'• apla: porrespon 'to eaci _APO: FROM :ENERGY IERGY OFFICE TO 2066446911 ] 12 -17 11 : 19AN1 #96O P.03/04 ti11I11 The UA value for either of these wall typos must be darivod using Method A In tha Instructions. Insert the value into tha appropriate box at tight. 7 9, 3 L. feet (Jo values are taken from WSEC Table 5 - 1 Q�� y�n .. o » >se.o,rvea }^:^F 4 �Q'✓�51 \SW ON�i w:wir: fit', l� '4iiv{7ic7WivnllRlJC:`C,41��', Proposed Dwelling Calculation Sk II ht 8 #1 Net cellin. #1 (GUI. SAY) Ceiling #2 ( Sk li•ht(s #2 Slab on 'rade Wall #1 ( ) Glazing & doors #1 Net wall #1 (Walt.• or Wall #2 ( /t4 ) Glazln• & doors #2 2 33.13 Ft2 .O F (F12) 5 1232- Ft2) 6) 9 = L. Feet) I% 5c Ft2) t.• Ft2 .So (Ft2 8) 15 t . VS Ft21 Framed floor /'A (Ft2 7) 20% i s (Ft2) - 3s. 04 .- .S5 Component Net wall #2 rw.n,x. chi a, Below grade slab Add 1. 10 WEEShiOWMNWAMJARY 82 --} ©Z. 3 Standard Case LJA (add this column) • • • Notes: If the Proposed UA value 1e less than or equal to the Base Case UA value, the dwelling design complies with the 1991 WSEC. sal':.^ r%N.YC•J;:tlYtty.•1,: ;8::i LiS3.f�fYAi l�fti??l'.:`K?tiJ•�1. A.alY?:;d:! �iil� @�.41�,C �.�t :9ti : .� •J,'tgcri� �' ?�' \:r.) :::F4:::I; 'pf F'Y.! ; M� �rY..,r,,vivi�iv /•. t. rijet R W'S AriAll 010 .tloir �y $ p u lir YS.1t 1 II agya...iup�a. �r�;�rlua it 1 ly i , Burn :t p►ri U tt ekiL,ea i ii syate is FROM :ENERGY OFFICE Permit No. Name ?'gi.wAL. ►7esi & to Street 4xx s. ts5o LOW z - she ?L,v-_q2.vo7O - 1195 City - 1 ►.hc.A.t 44 County ∎46, Phone # Manufacturer Type of system Foy- %le. G ots Modal # Heating output e ' y 4 ij M%- lw YYEES/BOWMAN/JANUARY p2 TO 2 2066446911 2.12 -17 11 :20AM #960 P.04/04 1•ZOo-gsco -2.095 Structural loss Air leakage loss Duct losses ( 31.9.51 (BTU /Hr /F) ( 12 (f3) Design Heat Load (a+b..c) X 0.018 Maximum Heating Output (Gas, oil, propane, wood) (Design Heat Load X 1.5) Maximum Heating Output (Electric, heat pumps) (BTU /hr. /3413) BTU /Hr. BTU /Hr.) (BTU /Hr.) Atf (kWatts) CITY OF TUKWILA WASHINGTON ORDINANCE NO. /6 2-6 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, REPEALING ORDINANCE 1567, AND ESTABLISHING SPECIFICATIONS AND STANDARDS FOR FIRE HYDRANTS INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF TUKWILA WHEREAS, the City Council is concerned with providing adequate fire flow within the City, and WHEREAS, Ordinance No. 1567 sets forth existing fire flow and related standards, which standards now require repeal and reenactment, NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO HEREBY ORDAIN AS FOLLOWS: All fire hydrants installed within the corporate limits of the City of Tukwila shall meet or exceed the following specifications and standards: section 1. TYPE. Hydrants shall conform to American Water Works Association Specifications C 502 -54; shall be compression type and shall have a two piece breaking flange with breaking thimble at the ground line or stem; shall have a self - oiling dry bonnet with factory filled reservoir holding approximately 8 ounces of oil. Oil reservoir shall have not less than two "0" ring seals. Oil reservoir shall be so designed as to give a complete lubrication of stems each time the hydrant is operated. The upper stern shall have a brass sleeve. Hydrants shall be equipped with two 2 1/2" N.S.T. hose ports and one 5" Stortz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. Hydrants shall have a 6" M.J. bottom connection and 5 1/4" main valve opening, and shall have 18" above grade level to the center of the pumper discharge port. Hydrant color to be "Rustoleum" #659 Yellow Gloss. The bonnets and ports of City hydrants shall be painted: Red for up to 500 gpm (Rustoleum #1210) Orange for 500 to 1,000 gpm (Rustoleum # 559) Green for more than 1,000 gpm (Rustoleum # 935) Private hydrants shall be all yellow. Hydrants are to equal Mueller #A -423 or Mueller #A -419. Section 2. INSTALLATION Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting *the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3 -3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. r All hydrants shS be installed with an auxiliary gate valve between the hydrant main valve and the water main. The gate valve shall be U.L. approved and have a 2" square operating nut. The valve shall be installed at the hydrant - lateral Tee. If the hydrant is greater than 10 feet from the main, an additional valve may be required, but not closer than 3 feet from the hydrant. The protector cover for the valve shall be left in plain view, flush with grade after landscaping or paving. Hydrants, auxiliary gate valves and supply lines shall be installed to meet sound engineering standards per NFPA #24, paragraphs 4202, 4301, 4302, 4303, 4304, 4305. Section 3. COVERAGLL Except as otherwise provided herein for short plat development, all commercial, multifamily, and single family development including approved conditional uses, shall have hydrants spaced so that a hydrant is no more than 150 feet from a building and that no point around the perimeter of any building is more than 300 feet from a hydrant. Hydrants on City -owned water mains or water district improved mains shall be spaced no more than 300 feet apart. For short plat development (four single family homes' or less) that do not otherwise meet the 150 foot requirement of this section, hydrants shall be placed so that a hydrant is no more than 250 feet from a building provided that: 1) The property owner shall sign an agreement, on a form prepared by the Director of Public Works which form shall include an agreement not to protest the formation of any LID or ULID, to participate in future water system improvements to correct deficiencies that have been identified in the applicable water comprehensive plan and/or an engineering analysis of the development. Non - exhaustive examples of deficiencies are: failure to meet Tukwila pipe size standards, minimum flow rate (gpm) and residual pressure (psi) from DOH, fire code or insurance underwriters (whichever is more stringent), and flow velocity as determined by the applicable comprehensive plan (Water District No. 75, Water District No. 125, Renton, etc.) and engineering analysis; and 2) The hydrant flows a minimum of 1000 gallons per minute with 20 P.S.I. residual pressure. When geographical or construction features prevent the placing of water mains and/or hydrants, The Fire Prevention Bureau may authorize in writing the use of approved "wall hydrants" or similar devices. Section 4..ACCESSIBILITY. Hydrants and guard posts shall be in plain view for a distance of 50 feet in the line of vehicular approach, free from shrubs, trees, fences, landscaping, and similar obstruction. The 5" Stortz pumper discharge port shall face the street or in the case of private hydrants, the direction shall be determined by the Fire Department. Hydrant supply lines shall be of such size and design as to provide the fire flow required by Appendix III -A of the Uniform Fire Code, Fire Flow Requirements for buildings and the City's comprehensive water design standards. Tapping into City water mains shall be by the process known as "wet tapping" so as to allow uninterrupted service on those mains. Section S. EXCEPTIONS,, Any exceptions to items covered by this Ordinance shall be made in writing by the Chief of the Fire Department and the Officer in charge of the Fire Prevention Bureau of the Tukwila Fire Department and must conform to the City's Public Works' standards and/or the City's comprehensive water plan. Any written exception shall set forth the basis for the exception and its relationship to public health, safety or avoidance of undue hardship. Section 6. E EC ' VI E. j2AEL This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five (5) days after passage and publication as provided by law. Section 7. REPEALER, Ordinance 1567 is repealed in full as of the effective date of this ordinance. If any portion of this ordinance is deemed to be in violation of the Constitution of the United States of America or any other law, rule or regulation, By ' }1'L4 / f/L said finding shall not render the remaining sections of this ordinance void. PASSED BY THE CITY COU OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this day of , 1992. A /AUTHENTICATED: e E. Cantu, City Clerk • APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: FILED WITH THE CITY CLERK: 9 ;9c) - PASSED BY THE CITY COUNCIL; :S"- 92 PUBLISHED: /3 Y .2. EH ECTIVE DATE: /a - /f - ORDINANCE NO.: /4 24, W. Rants, Mayor Total Fees: Total . Al l Payments: Balance: 1,154,75 445.25 705.50 ** ***k****** **k* *h ** k****k***** * ****** *** *** **** * *k**** *** **** CITY OF TUKWILA, WW TRANSMIT * * * * * * ** * * ***k ** ode************ *** * *****k**** *h** *k ******kh** TRANSMIT , Number: 52001450 Amount: 445.25 12/22/4A,;(12 Permit No: B92-0448 Type: H ~'BUILD BUILDING PCR fIt Payment Method: ` CHECK Notation: PRIME DESIGN Ira i t: 3Ll3 ***k*** * **k **'****hh *k* *** tit * **h * * * * *k *k * *kk *' *** *'k **** **** **** ** Account Code:. Description: Paid 000/345..8 .30 PLAN CHECK RE"a 445.25 Total (This Payment): 445.25 GENERA 445.25 TOTAL 445.:5 CHECK 445.25 CHANGE 0.00 6239A000 16:00 BUILDING DIVISION NOTES NOTE # 1.. Gas log fireplace shall be a "listed" appliance. Manufacturers installation instructions shall be maintained at job site and available to Building Inspector. NOTE # 2. A smoke detector shall be installed in each sleeping room and at a point centrally located in corridor area or area giving access to each separate sleeping area. NOTE # 3. Access doors from conditioned spaces to, unconditioned spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. NOTE # 4. Water heater shall be strapped to'resist horizontal displacement due to earthquake motion. Water heaters generating a glow, spark or flame capable of igniting flammable vapors may be installed in a garage, provided the pilots, burners or heating elements and switches are at least eighteen (18) inches above the floor level. U.P.C. 1310. NOTE # 5. Gypsum wallboard installation at garage shall extend full height. of "warm wall" to underside of roof sheathing, or as an alternate, the entire ceiling of the garage shall be protected with gypsum board (in addition to the noted wall). The wall between the dwelling and garage shall be insulated and provided with a vapor retarder as required for exterior walls of dwelling. NOTE # 6. All windows shall.have a U -value equal to or less than the following listing and shall be so labeled by manufacturer. Sliding windows: U = 0.44 Sliding Glass Patio door: U = 0.53 Transom window: U = 0.44 CITY Or TUKWILA APPROVED - SUN . 1993 A BUIL P N D ION *II LA If Z City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #892 -0448 (512) April 30, 1993 John W. Rants, Mayor Re: Prime Design Construction - 4628 South. 150th Street Dear Sir: The attached set of building plans'have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1.. For short plat development (four single family homes less), hydrants shall be placed so that a hydrant is within 250 'feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 2. Fire hydrants are required as detailed in City Ordinance #1626. In lieu of installing a fire hydrant within 250 feet of the nearest point on the structure, an approved residential sprinkler system may be installed. 3. All new sprinkler. systems and all modifications to existing sprinkler systems shall have fire department, review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more, than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, 'Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Page number City of Tukwila FIRE DEPARTMENT 444 Andover Park East ' Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) Any overlooked hazardous. condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation: Yours tru The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd June 29, 1993 City of Tukwila The final review has been completed by Building Division. Prior to approval of this application and issuance of the. Building Permit, additional information is required. Please submit a manufacturers specification on the "Arrowood" joists. Data should include analysis or span tables to qualify joists for spans and spacing proposed on plans. Your application is on hold pending receipt and approval of this information. If you wish you may transmit the information via FAX @ 206/431- 3665. Department of Community Development Mr. Mark.Thompson •Prime Design Construction 15100 SE 38th Street 101 Suite 809 Bellevue, WA' 98006 Re: Permit #B92 -0448 , NEW RESIDENCE @ 4628 S.•150th•St. Tukwila, WA Dear Mr. Thompson: ly Ro ert Bene to, Plans Examiner John W. Rants, Mayor Rick Beeler, Director 6300 Southcenter Boulevard, Suite #100 a • Tukwila, WashtnRton 98188 • (206) , i31.3670 • Fax (206) 431.3665 City of Tukwila April 15, 1993 Mr. Mark Thompson • 15100 SE 38th Street, 101 Suite 809 • Bellevue, WA 98006 Dear Mr. Thompson: Your application remains on received. Please note that limitation on 6/22/93 if no any questions, you may call 8:30 AM and 5:00 PM. Sincerely, Robert Benedicto, Plans Examiner 6300 Southcenter Boulevard, Suite #100 Department of Community Development BUILDING DIVISION Re: Plan.Review B92-0448, Prime It Design Construction The initial review of your application by Tukwila Fire Prevention Bureau cannot be completed until new information is submitted. Please provide two copies of the proposed site plan showing the location of the nearest fire hydrant and dimension the distance to the building site. hold until this information is your application will expire by permit is issued. • If you have this office weekdays between John W. Rants, Mayor. Rick Beeler, Director ‘61 Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 431:3665 C? E,ELIVEFABL . r. S aDDRESSEO RETURN TO FORWAR!= . TURN TO WRITER City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Mr Mark Thompson 15100 SE 38th Street Bellevue, WA 98006 r 9 14 �-:L i��i it' II K Ihiltiltl: 11111111111 ilttttt111ttt1t11tt11iiiIItttl 1/5/93 Mr. Mark Thompson 15100 SE 38th Street, /o( 5dtr e i Bellevue, WA 98006 Re: Plan Review B92 -0448 S City of Tukwila Rob rt Benedi o Plans Examiner Department of Community Development Rick Beeler, Director e Dear Mr. Thompson: Initial review by Tukwila Fire Prevention Bureau cannot be completed until new information is submitted. Please provide two copies of the proposed site plan showing the location of the nearest fire hydrant and dimension the distance to the building site. Your application is on hold until this information is received. If you have any questions, you may call this office between the hours of 8:30 AM & 5:00 PM. John W. Rants, Mayor d .d&I) 1,004 lialit h4d(. C.th11A 1 / 1 , 12 -( 1 9 ° 5 ,. . 4.1,04 v it.troka, t4ext) 1 4 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 1/5/93 Mr. Mark 15100 SE Bellevue Re: Plan Thompson 38th Street WA 98006 Review B92 -0448 Dear Mr. Thompson: Initial review by Tukwila Fire Prevention Bureau cannot be completed until new information is submitted. Please provide two copies of the proposed site plan showing the location of the nearest fire hydrant and dimension the distance to the building site. Your application is on hold until this information is received. If you have any questions, you may call this office between the hours of 8 :30 AM '& 5:00 PM. Sincerely, Robert Benedicto, Plans. Examiner 12/30/92 Mr. Mark Thompson 15100 SE 38th Street Bellevue, WA 98006 RE: New Residence, Prime Design Construction. Plan Review # B92 -0448 Dear Mr. Thompson: Sincerely, Robert Benedicto, The initial plan review by Building division has been completed and your application will be routed to the Fire Department, Planning, and Public Works for review and approval. Upon Approval by the listed departments your application will be returned to Building Division for final review and approval. Prior to final review by Building Divison, please submit the following additional information: 1. Framing plans call for 2x10 joists at 16 "o /c. Cross section calls for 2x8 Arrowood floor joists? Designate consistent size, spacing, grade and species for all floor joists. 2. Indicate method of providing for wall bracing as prescribed in U.B.C. Sec. 2517 (g) 3. Note: if " Thermo -ply sheathing is to be used to accomplish this requirement, submit manufacturers specifications to show equivalency to one of the prescribed methods of bracing and installation requirements (nailing reqmts.). 3. Designate proposed window manufacturer. 4. Designate proposed exhaust fan manufacturer. 5. Designate the proposed specification for glue laminated beam. Two copies of all additional information that is developed will be required. If you have additional questions, you may contact this office weekdays between 8:30 AM and 5:00 PM. SUBMII TO: f CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVISION SUBRINTTAL *. * DATE 1 4 /2:7 Ci 3 PROJECT NAME 5 0005<e — ' ' �c.5(SIJ aNcs4/2-J4 O ADDRESS 462c4 - - LL, CONTACT PERSON I W` JL h tA,(FN),J, PHONE E (o9- 436 I MI - `'f 1 ARCHITECT OR ENGINEER 61 &: De ur PLAN CHECK/PERMIT NUMBER B92- o4'-k8 TYPE OF REVISION: p,,i �s e R c�POSe� �.I601z ?� / 4 F24t� 3 P., 1 1 ` `T2:� - ► v ` . 3 APR. 27 1993 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CONTACT ` 61EINalliffeg DATE COMMENTS INITIALS a J e 4� �1� /'M L ,�; . - �� G ` - 7 - 5-- i AOL(n I . ' e -U Cr . _e-(�. ' . ._.•t_ L. .. i' EtEIIVM • t1 4111110 R PERMIT CENSER ACTIVITY LOG CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: 0 e,t2-417)L) 6 ,'62 C PLAN CHECK NUMBER B°0-0-4 6300 Southcenter Boulevard — #100 Tukwila Washington 98188