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Permit D97-0128 - MCCAMMANT HOMES - NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECK
City of Tukwila �- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 547680 -0290 3/3/98 Address: 4710 S 104 PL Suite No: Location: LOT A OF JOHNSON PIGGYBACK SHORT PLAT Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: SEATTLE Wetlands: Slopes: Y Contractor License No: MCCAMHI11OCW Signature: __. DEVELOPMENT PERMIT Permit No: 097 -0128 Status: ISSUED Issued: 09/04/1997 Expires: 08/19/1998 Occupancy: DWELLING UBC: 1994 Fire Protection: Streams: OCCUPANT MCCAMMANT HOMES -INC. 4710 PL, TUKWILA, WA OWNER KINGSLAND DEVELOPMENT & . INVESTMENT INC,.10041`51 AV S, SEATTLE.WA 9.8178 CONTACT BRIAN MCCAMMANT Phone: 206-862-8928 .6415 :W TAPPS HY, BONNEY LAKE WA 98390 CONTRACTOR :..MCCAMMANT HOMES INC. phone: '206` 862 -8928 641.5 WEST TAPPS HIGHWAY, BONNEY LAKE, WA 98390 CONTRACTOR ". PADDY & DADDY COSTRUCTION 15028 SE 369 PL_, AUBURN WA 98002 ****************************************** k**•k**** * * * * * ** * ** * * * * * * * * * * * *"k * * * * * ** *sic* Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE 2032 -SQ. FT. RESIDENCE WITH A:100.SF UNCOVERED DECK AND A ATTACHED.; GARAGE PLUS UTILITY HOOKUPS. ********************** * * ** * * * * * * * * * * * * ** * * * ** ** Construction Valuation: $ 154,412.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N ' .No: Sizefin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering:. N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End: Time: Sanitary Side Sewer: Y No:, 1 Sewer Main Extension: N Private: Storm Drainage: Y Street .Use: N Water Main Extension: N Private.: Public: r**************************************************** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,252.21 . * k* k************************************* t*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: deWrl Date: / /C? __ Public: (206) 431 -3670 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development ermit. Date: 3 -3c ?� Print N a m e F a 1,o o g-ff7 1 N1."fC7 N 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 clays from the last inspection, City of Tukwila �4 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 547680 -0290 Address: 4710 S 104 PL Suite No: Location: LOT A OF JOHNSON PIGGYBACK SHORT PLAT Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North:, Water: SEATTLE Wetlands: Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1994 Fire Protection: South: .0 East: .0 West: .0 Sewer:': SEATTLE .._ Streams: Contractor License No:.' MCCAMHIllOCW OCCUPANT MCCAMMANT HOMES INC 4710'S'`104 PL, TUKWILA, WA OWNER KINGSLAND DEVELOPMENT & INVESTMENT INC, 10041 51. AV. S, SEATTLE WA 98178 CONTACT BRIAN MCCAMMANT Phone:. 206.862 -8928 6415 W TAPPS HY, BONNEY LAKE. WA 98390 CONTRACTOR ..< MCCAMMANT HOMES 'INC. Phone: '206.'862 -8928. 6415 WEST TAPPS HIGHWAY, BONNEY LAKE, WA 98390 ** k*********** k********** 'k*•***** ************ * * ***** ** diet ****'k *** ** *fir *fir ** *fir* k k* Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE 2032 SQ. FT. RESIDENCE WITH A 100 SF UNCOVERED DECK AND A 500SF ATTACHED GARAGE PLUS UTILITY HOOKUPS. k ******************************************************* * * * * * * * * ** * * * * * * * * * * * * * * * * ** Construction Valuation:. $ 154,412.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) ' Eng. Appr: JJS Curb Gut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in) .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary, Side Sewer: Y. No: 1 Sewer Main Extension: N Private: Public: Storm. Drainage: Y Street Use: N . Water Main Extension: N Private: ' Public: k*******************************•************************ * * * ** * *k * * * *•k * * * * * * * * * * * *•k* TOTAL DEVELOPMENT PERMIT FEES: $ 2,252.21 k****************************************** . 1 - * . ******* * * * * * * * * * * * * * * * * * * * * * * * * * ** * *** End Time:", Fill:. (206) 431-3670 D97 -0128 ISSUED 09/04/1997 03/03/1998 Date: r " -/ ' 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 wrr:. wild be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: Date: 5P Cc— r Print Name: (t.cG. This permit shall become 744/1G7. _ 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. CITY OF TUKWILA Address 4710 104 PL Permit No D97 -0128 Suite: Tenant: Status: ISSUED ;Type DEVPERM Applied: 04/16/1997 Parcel #: 547680 -0290 Issued: 09/04/1997 *** ***** *******• k• k• k• k******* v4*************** **** * *k•k•k•k*** * *•k*** *k *•k:k• *** **** Permit Conditions: 1 Temporary erosion control measures shall be implemented as the first order of businessto sedimentation off - site or. into existing • ,storm dr a rage_ facial sties. • The site shall have permanent erosion " control measures in place as soon as p,o `si b l e aft f i na 1 grading has. been completed and,: pribr to Inspection. Driveways shall comply with City r esi,dential ,.standards. Driveway width shall be 'a 10' minimuni and 40' maximum ::Slope shall be a ; ma -, 15 %, `Turning radii shall be ,a 'minimum of five ,feet . For resi'dent`ial driveways, a minimum 12" concrete or.ADS N - pipe shall be installed: under the driveway at the existing drainage ditch' .location. 5. Driveways 'shall be paved for a minimum distance of 20 -', from the edge - ' of, .. existing road pavement Work 'r aff ecting traffic "flows: " shall be closely coordinated wi {'the City, Ut i l i ties- Traffic Control Plans shall be submitted... to the Inspector' for prior approval • Hauling over :50 cy; shall require application for a Hauling' Permit prior to ,any associated activity. strongly recommended';tlat storm drainage designs b certified by .a licensed engineer; ,otherwise, the owner a.sumes liability for assumes liability 'fo'r the design and' any subsequent ;.re:lated damages 9;. Allp rivate'starm drain pipe shall`b'e either concrete - or, reinforced 'ADS pipe. Treated corrugated metal pipe may be used for detention facilities. . 10. *kk * *** * k * *k *kk * * ** * ** BUILDINGk* k * * * *kk * * *•k * * * *•k**k ** * * * * . 11 No changes wi ll, be made to the-plans unless approved by the Tukwila Building Division. 12,' Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency including all gas piping (296 - 4722). 13. Electrical permits s hall be'obtained through the. Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). 14. All mechanical work shall be under separate permit issued by the City of Tukwila. 15. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 16. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 17. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 18. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 1 • :dit :ian) .as amended Uniform Mechanical ..Code: „) nd Washington. Sta Eni'ergy",�Code (1'9.`94 E diti'on Notify the` City of kwi la ,f3ui:iding:�•Div sio►i..p '-r to: placing `any :concr'�te This pt ocedure is: in addition to an r� equicements for special it spec,t ion. 1 wood` to "placed.concrete. shall b•e t.r.eated :woo.d.:. There: shal l be; no' o ccupancy. :.of, the ,bui lding(:s) :until `the ; final l ' i nspecti on has been comp l e.ted by" the Tukwila 'u,i l.d,i ng nspe.ctor.. • • Validity of Permit. The issuance of:,a permit_ o of` • plans., ;.sped • a t.i "ons ',: and; com pu.tat i:o.ns sha l ,1 :n.ot b e . :.co • tr :pied to :be.,a" permit :'fot ; or a n..a.pprova : l "of, : :an"y :v :a f a of `t " "'.pro s ions •of : the .build .Code or:. of : ,any , • ot her or ina,n'ce of: the r isd ' i :coo No permit ?:presuming t give autho,rity`:to violate or' cancel ,the provi'si,ons of. th"is:' ::code - shall. be :valid ATER •METER SUPPLEMENT DEVELOPMENT, PERMIT Per'cuit No D97-0128 'Status: , ISSUED Site Address , 4710 S 104 PL Lodation: LOT A OF JOHNSON PIGGYBACK' SHORT PLAT • WATER • "WATER:,'METER',: •••• •, • ,..• . „.. • • • • .. • ,.„ .• • . • .• • • . . . , . „ „. Water Meter Size Quantity Work 0rderNo Install Adel ,Install,Deposit. •,. Plan Rev•Terct ee: • : Inspection ' Fee Water Td On Fee Qsessrnert 3 Other Fee : • L, TOTAL ti/ATERMETER FEES $260.• 00: PUBLIC .7,‘•-•;;;•••••...•:,•••• •• • • • „ • 75%; .t,'•'• $GO 00 •- • 150 00' • •:'• • 0 • "•• • ' • " • . •:•••.•,;$•, - :.••• 00- . .'••••••': - ..... - • ;:. ••:•-• • ::$ 2500 .• • $•:•00 • 00;:: • •••• 00 00 • • Q • : • •.•„:::•;,.„ „•• 0 0 •,„ Project Name/Tenant: + m CZ M 1 WW1 -D-6 hc- Value of construction: * r ia. a0 Site Addres . 4 City State /Zip: X7 — /12el pc- ;wj /,/� Tax Parcel Nt m Si -i 7 0 -oa4o ol0 , W�a_ Property Owner: VVIo- a•AA4r-"Lad- 4- 4cSMI =S Phone: I'62-114 Street Address: Cpl I - S t.._ . r a.ee .I4( 15e.e3141T City State /Zip: t 9e390 Fax #: Contractor: mac - Not�>~ Phone: €Z. -el 9 Street Address: City State /Zip: toot S �1 - newt' 5 f --r`r reactom -r (-k. ` ONA Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Phone Street Address: City State /Zip: 6 C5 (.a, . - 77.0.,P4)s (-4u-sr laco.11■ L1r S8390 Fax #: Description of work to be done: tJ . SrrNGt.0 �ANt t -C Caa S T Type of work: 11 New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: pi Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) - 53tEW sq. ft(oarag)/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2p32.- sq. ft. Dwelling sq. ft. Covered Deck(s) 50 (v sq. ftCar4/Carport sq. ft. Accessory Structure(s) 1 c)cD sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single - Family Residential Permit Application L & CITY OF TUICVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping 7I Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use Water Main Extension 0 Private 0 Public Water Meter /Permanent # ) Size(s): •Ai " ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: &/- /(o PLEASE SIGN BACK OF APPLICATION FORM S'PERMIT.DOC 2/13/97 Dale application exp s: 1O — 97 • R STAFF USE ONLY Project Number: , 'Permit Number: APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) Applicatl taken b : (initials) k� BUILDING OWNER OR AUTHORIZED AGENT: — Date: C _�„_ r 7 Signature: t- L_ _J- Print name: r - -- , -r- � e, //JJ •-( ` r Phone : (P - City /State /Zip: Fax ti Fax 9 j � Address:/ 5 -- -� v / ALL SINGLE - FAMILY RESIDENTI PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY( REGISTERED ARCHITECT OR PRG.._SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALiirhbli YVING$ 6IAIL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (2 06) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 6. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". • Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPrRMIT:DOC 2/13/97 OF T� TUKNILA, WA � ^� ` � ` � �� _ TRANSMIT ***k**+***+**+*A+****k****+«+***+ ANGMI x*+��+*��^+�*��*+++*4 TRANSMIT Number; R9700638 Amount: ,496.75 09/04/97 10:57 Payment t Method:CHE% Notation: MCCAMMAHT HOMES ` Init..: SAL --~--_-----------__--^~�---_ ----- T Permit No:'Q97- �28 Type: DEVPERM DEVELOPMENT PERMIT " ' Parcel'No: 547680-0290 Site Address; 4710 S 104 PL _ ' -' ` Location"! LOT A OF JOHNSON PIGGYBACK SHORT PLAT Total Fees: 2,252.21 � This Payment' � '1,496.75 Total ALL Pmts: ' 2,252.21 Balance: .00 *a*+*************1.***+i+a+*w**A+A*** Account Code O80/345 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102' 401/386.520 401/342.400 401/343.405 •Description ` PLAN ,CHECK ~ NONRE8 BUILDING - RES PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE INS! FEE 7 UTILITY INSP FEE ~ STORM DRAIN INN' FEE - GME/GS8 WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN-ON FEE Amount -755.46 1,162.25 755.46 20.00 10.00 4.50 150O 15.00 20.00 60.00 150.00 15.00 25.00 xb. P.O8MewimPe....*O /100 09/08 9717 TOTAL 5942.00 *A * * * *kkk * *k *kA* irk k***kh*** kk*** hk *kk **k* **k*** **A4kkkkkkA * * *Ak* CITY OF TUKWILA WA 1 RAWSMIT... ** k** *A *** * ***** * ** *k.9F �l *fir'h ** k *** * * *A* * *kk**#k***h * *:kkk *k% TRANSMIT Number: `.R9700568 `Amount: 755..46 04/16/97 12:42 Payment Mei CHECK Notation: MCCAMMANf HOMES In it: SL8 Permit :.No; .D97.012t3 Tvpe: DEVPERM .DEVELOPMENT.PERMIT Parcel No: 547680-0290 Location: 47 AV S, S 104 PL LOf A Total Fees: 1.922.21. This Payment 75t-.746 Total ALL Pmts: 755.46, Balance: ,. 1.166.75 * * *k *:t *k * ***kh*hk ****k*** A***** kkkk *k * *k* *k *k* *A.* * * ** * *k *A*kk** Account Code Description Amount 0007345 «830 PLAN CHECK •- NONRCS 755.46 • 9610 04/17 9717 TOTAL 2976.34 Project: Type of ins action: Addre . 7i0 5 04 p / Date called: __� � I I pecial instructions: cj Date wanted: i L 1 q ' ! " / 0 p.m. Requester: ti • P-n-zcv_gelog, 04 COMMENTS: Inspector: I Receipt No.: INSPECTION RECORD - Retain a copy with perr INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 M-0P-t9 PERMIT NO. (206) 431 -3670 .p Approved per applicable codes. e o s raga J�pr or t� � eel Date: I- f 2 0) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv t, Suite 100.. Callao 9 ?hedule reinspection. Date: it Project: ii _ , fiff4t, ....d Type of inspection: . Address: in 0 5 . /ovn t Date called: I 0 Special instructions: Date wanted: Y71-Vg a.m. P.m. Requester: f-P-4tAtg Phone No.: ',9001140AMfrintor INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Approved per applicable codes. I 1 6):43173670 Corrections required prior to approval. COMMENTS: Inspector: Date: 0 Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: Type of inspection: YI ✓eta2V Address: � �7io g /o ff w p/ Date called: ..#— e p Special instructions: Date wanted: x!_ p 9 ai 5 T o p.m. Requester: /l7ri an, Phi _e o.: /tom 2 4. O 12.g Approved per applicable codes. INSPECTION RECOR Retain a copy with pet.. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. O6) 431 -3670 Corrections required prior to approval. COMMENTS: ca-neAe,t a.e.efuo cayLa std" thcit-o( / j tAt .rJ-.ed Sty t/J cA w0,0 Nrbyf tr,t.e Li 7M St, ar cl iA-A Ippe 4c,„,1 Inspector: Zt) Date: ty :7 1?g _.l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CORRECTION NOTICE The following items are found to be deficient and not in accordance with the approved plans or City standards: C /f'/4,u t,uAr /L Me ix, /34( PERMIT NO. {p Li 7if DATE: TIME: - M, / D/rids 2 44- 6F 560e5" w TY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 431 -3674 lov PI JOB ADDRESS: q7 fo 5 C ILF n vu .5(1 T ,J,QILr -844 6 ai1/040, geegout 0/47 ock Ptz,mi eAra4 4/F.5/4 /90tes5 uzf ( fvz- yA2D) / freTy LIN6 w 64,17450 w or - ) c't 6/ t ars4tu t/e / /l /r'd c/C &I-A(/04667 &tat 6(4'5 r s b 4 Project: f , t C n t^^ C � + t o f.. IYPe of inspection: ' Address{ . p Date called: ' L a Special instructions: Date wanted: -- � Q a. Requester: 6,..... Ph Flo CW0. .. a....1.- x INSPECTION RECORD. Retain a copy with perm,..,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 P RMIT NO. (206) 431 -3670 Approved per applicable codes. 171 Corrections required prior to approval. COMMENTS:. A o i? 51-+V RI 2 6-i f r NMYt- 31. etA.6 L.I C. rt ;tc.S 19Lti0M ,1C Inspector: I1 Date:4.J JvrJ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call ,to 5ghedule reinspection. Receipt No.: Date: 1 4 ,..,Y INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100; Tukwila, WA 9818 Project: /1,4 C am— ~ Type of insp�c S "W1 t cc Address: i t, Date' called: Special instructions: Date wanted: f / �� s Requester, t/ Phone No.: Approved per applicable codes. COMMENTS: mow .; 'g INSPECTION RECOR Retain a copy with per I �` � - Oa I • PERMIT NO. (206) 431 -3670 Corrections required prior to approval. F I Inspector Date: Lr /- [ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 $outhcenter Bivt„ Suite 100. Ca l.to gchedule reinspection. Receipt No.: Date: • INSPECTION RECO Retain a copy with p CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, .: #1 00,, Tukwila, WA 98188 ( 3,1 -3670 Tye f inspection: c,0 `N�^1 D tr Sewer a storm Sewer ate called: 4- f 92 Project:j' I. hSUh P� ft gay - �d( Address :4 s 10 /44 Pl Special instructions: Date wanted: a.m. Requester: ic 1 Pa-Fly Phone No.: 0 53 ) 135 % 8 , 4 1 4 Approved per applicable codes. D 6 17 -a! ERMIT NO, Corrections required prior to approval. COMMENTS: Yitusidi /_ -/RLe. 60A wy,-(' Qc >, y' S 55i/to vt ��ti -t a 5n4 l e ) v !c i 5 5 � #40-4-€-A, a e. Lc) 4 -r '/.. % c r7"- 1 � UN / V lr•SIC.� 1 tJ u/ �"' 5 72' e Inspector: V Date: $42.911 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S i;, Project Type of in t Addre : , 5 / `T �( 1 Date called: Z./ / /1 / c1 r (( Special instructions: Date wanted: a.m Requester: l.4" Phone o_ l i c k s .- 'z.:4, aomawainxsmm1XWICKWASITM lmr xsawvwswatame :.ow^monownmagawarluiVw arrt r -, INSPECTION NO. INSPECTION RECORgTh Retain a copy with per DPI1blz1( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J(206) 431 - 3670 viz COMMENTS: Gw� Inspector Date: 11 Approved per applicable codes. I Receipt No.: 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 sphedule reinspection. Date: Project: Type of inspegtion: 1 .t.- Address: y - 7)o S �\o 1 f Date called: - .. Speci instructions: Date wanted: .2-3--le a.m. p.m. Requester: .. C1 n Ierk -yam_ Phone No.: )5 -S /1Q-(1/4 INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. i' � 9 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: -z i 9 / �0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvc„ Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1A�t e �/►` � � Type of inspectio J�/ /� �/� 1 "r AG Address: t { ?rO • • ' 4 PL Date called: Special instructions: Date wanted: c� 2� I � �� a.m.. p.m: Requester: Phone No.: INSPECTION RECOR Retain a copy with pertiLl INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431 -3670 COMMENTS: Inspector: Date: Ti $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Projec: c /� l �rii( Type of inspectior}; !� O wM r' f/� Addres �k� 10 s (D4 Q - . Date called: 215"0 Special. instructions: Date wanted: Z..1 (� (0 t a.m. Requester: ro (a , Phone No.: aS �(0? s t ...., w,,,.w,..wvewwnmwnuh:�Ja�ar!rr. INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 o(7..y PERMIT NO. (206) 431 -3670 Approved per applicable codes. [ Corrections required prior to approval. COMMENTS: bo O ldr." 'Y Y eit41- A4,09 $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: Type of inspection: • Add Date called: Special instructions: Date wanted: -3 - 18 a.m. •.2 Requester: • L Al t a..�- Phone No.: 053) RW—E9A. INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431 -3670 I Corrections required prior to approval. COMMENTS: Inspector: Date: 2 / $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 COMMENTS: ", li Type of inspection: yp - TA . di EUc - hi ' 1 Gg Q, ,' r1G AtArtavM S .. , ) 6W— % Z Zc^l Sc°t Aii ..D F 1 1 ;`nJr Z . Avi1x =",A+ - 8t ct c:Jifir�E missy p. A Pa�v,o >» {). s,cf r c;t a A ( nviA. •-o w tl-19i 3 (Z" cf . 44 I dtg 1rJ A-tA— C'€M4., fJ (, t„ r ti- t,t,S. j) ,p.a W 4-sTf i 619 Awn J G c ii L. 5/),MA.. Ml's ` .00 cM1l. ZS 7o. ObTf - MIS is r- Vr+ti " SrvdIS 4.00,0' G ma,. A 4 eri u (V 0r li 1 } cost - r - . d -"con rl C, - 44 In . PI.A -r.l. cr �,n,,.ae mvos Tv i`S 0/ A. 3 ``071 N. Sr;..51-8: 1 D,jcth ( Z. f IL pw7YL- d c c oi4 psi 8 ` C` eit O(,III G of COQ- rIA►STS is vnrss'4. .. Proje t: PJ eceurT &` { fl s Type of inspection: yp - TA . di Address: I )o .s Intl f l Date called: ) - - 'i Special instructions: ,;;, > Date wanted: -0?-1 e �a.m� p.m. Requester:.-, • c ems".... Phone No.: ,25,3-A �a - , INSPECTION RE '6OR Retain a copy with pertiLl INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D 1)X PERMIT NO. (206) 431 -3670 l Approved per applicable codes. 71 Corrections required prior to approval. Inspector: Date: 2 [ 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: a�: COMMENTS: Type of inspection; (,CAt t. 5)J,) e I�-b i. .4 )s wl,. t, ..Y Address: 9110 S .IO ?iL. Date called: ) - -`i Special instructions: Date wanted: � aS " i CI m� p.m. Requester: Phone No.: 0, -8908 6v r 'f 1 . ° }. ♦ .�' I " / t. / / / 3 . ': • % . y ti 7 . . . • S 4 :. :n l.. I; ,C. .'3- l f ... y Projqct: AI c CCt rn f ct.4- }1Ln� Type of inspection; (,CAt t. 5)J,) e I�-b i. .4 )s wl,. t, ..Y Address: 9110 S .IO ?iL. Date called: ) - -`i Special instructions: Date wanted: � aS " i CI m� p.m. Requester: Phone No.: 0, -8908 INSPECTION RECORE ''' Retain a copy with pernL INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. I I Dn PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: Z" Z $42.00 REINSPECTION I`EE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: // C `uYY►�141 �} r Type of 'nspection: WAlc. / �t+ A ddress:. 1-- { - 710 s. 164 QL. Date called: 1 i pi Special instructions: Date wanted: gig/4' a.m. CO Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with penki PERMIT NO.: (206) 431 -3670 Corrections required prior to approval. COMMENTS: f Inspector: Date: I / /1 ■/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspectlbn, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj : c • c I A. . / � wfr,`,A....,• Type of ins • - ction• At. .. ..._ ,Addy s• s i i Date called: Special instructions: Z Date wanted: 1_ I. " 61 e) a.m. Requester—, 1 6/.1A-- Phone No.: No.: 1132 -g453 INSPECTION RECOR Retain a copy with pernkj INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100 Tukwila, WA 98188 IA e/25 PERMIT NO. (206) 431 -3670 COMMENTS: Date: ///q/ L` Approved per applicable codes. f Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soutpggipter Blvd., Suite 100. Call to schedule reinspectio . Receipt No.: Date: A • �'n t; INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. [I II tit -brag PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: S\11-s Inspector: Date: CIZt1 $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: :,K Project: M c4 „,,, ,,,,,, Permit No.: j, cis 7 _ © ( Site Address: /4 S ,o9 PL; Date Called: e9'2/ cp_ Type of Inspection: Si) - Foca,,,, t7rA,,AS Date Wanted: (0 /7/ • a.m. 455.p.m. q2 Requester: ,b., M e ,,,ock,.4_ Phone No.: 25 - X32 - `N`1$3 Special Instructions: ipi (l'7 fit AA i l A ( iS CA A Lifzlik 6.4.OuA -d O ,fi,h - : I ik) Tl J b 1-1" / I7vL i V6\ 1JI,E' y � '/ t 5 a U.c. K f k C. .1 -/93 — (gy �✓ �1. o.o,e, (,,,t, T..Q✓'1/1f�1 i.v,.c�. ` ' f 3 . 1 4,, 1 i ' t..SY�K -,+-R 1 1�bw%e. , r iLae-4 ctAitM.a.,4 ,..,1, . / C ( k) (4n l -4,$-, c)( 0-4 . ( tti4 , City of Tri,l Nila t Inspection Request Department of Public Works - Engineering Division Phone: (206) 433 -0179 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Project: , OM rAliWt 16 Type of inspection: GoteAf Address: to 1 so 1041k ei Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: • INSPECTION RECORp Retain a copy with pernva INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I I Approved per applicable codes. PERMIT NO. ervermannaTIVROUtrAr.fpf.,: bq -ot (206) 431-3670 Corrections required prior to approval. COMMENTS: 9// JGt.4 4t kflajtiz- Date: 1/3 c y q7 $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: �Rr i t•,n�, 1 �t 111 LL,.� l� Y'VI'YL.. O 1 ype ectibn: t (Y - 1�-� c} LLI i� 04 Pk -Qr . .. Special instructions: wt: es er rn C Phq _ (.r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION NO. Approved per applicable codes. INSPECTIONt RECOR Retain a copy with per •■•.11. - PERMIT NO. - :i (206) 431 -3670 I 1 Corrections required prior to approval. COMMENTS: iz-ct to N WM..tS /�►,t. tG (a. n- ,c..t,)it.S Pte.- - TI PM z. g cVn • t aGS c► tt- v.' Pt!. WC: Inspector: Date: 13 ) $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of inspecti Gt r1 6�h �1j rih i Address: � Date called: Special instructions: Date wanted: t •.. C2 Requester: Phone No.: Approved per applicable codes.. .1 j Corrections required prior to approval. COMMENTS: INSPECTION RECOR Retain a copy with per Receipt No.: I Date: PERMIT NO. (206) 431 -3670 $42.00 RREINSPECTIONJFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ' site plan , . • • • r< • --- L ..,)?*\LF 2.0 rt 1 47 Gcao oc • • • t r 1 :• • 1 ;:Ae-A.,•• 4.1" . I • 11 I (` ierek 0 1 • Fritzl 4" Ft...e>‹ P-ar, L-11?-AfF'PE.D 1t•1 ■ / CAI \.D(..1(- 3ifail.1KI 5...E& I-- \ . Lac Q -1 cu.ss Ti cpt- 74" - 712. 11-1E bffe-1C • 1 !I (0\ . . . RECEIVED CITY OF TUKWILA JUN 2 0 1997 PERMIT CENTER 1) 5 - 012e 5//2/q7 AtecE55 sss sc .3 1 " — ti - er • A^. These plans have been•reviewed by.the Public Works Department for conformance with current • City standards. Acceptance is subject to errors and ornimons which do not authorizo vic)lation. of adopt. C:andards or ordinances. The for til adequacy of the design rests toa1;1% the designer. Additions, deletions or revisions to these drawings after thisdate will void this acceptance and will require a resubmittal of revised drawings for subsequer,t approval. Final r.- is subject to field inspection by the •..:..Works utilities 1 pector. Date; qt 7 By: REVIEWERS INITIAL Penntk- Coo rdino*ov Co99 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0128 DATE 6/20/97 PROJECT NAME MCCAMMANT HOMES — CORRECTION #1 DEPARTMENT: I � BUI DIVISION 54 FIRE � El P n G TIM ION / I "1W 6`a, �1 NIl �QR� : ( -v K. '� / PUBLIC WORKS L STRU CTURAL COORDINATOR I DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/24/97 COMPLETE 0 NOT COMPLETE E NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE F1 NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS ri NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: DATE DATE DUE DATE APPROVED n APPROVED WI CONDITIONS p NOT APPROVED (attach comments) Q REVIEWERS S INITIAL DATE C:ROUTE -F 7/08/97 DUE DATE (Certification of occupancy required. bfi 1:.`d4ioi # x'. wit TT}7su"ut: ACTIVITY NUMBER D97 -0128 COMPLETE CONSENTS ' REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL )1(Z StNi4tm*'h4 • NOT COMPLETE .•vNV�tt..eritrof :.f'R'W1 1171 PROJECT NAME MCCAMMANT HOMES — CORRECTION #1 DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS DATE DATE r.4N:`bv]Y,gls.r. FMh4N....evi.ee *ww.rt wM4WMVs*wMww PLAN REVIEW / ROUTING SLIP ROUTED BY STAFF 11 (If routed by staff, make copy to master file & enter Sierra.) DATE ` k? DATE 6/20/97 DEPARTMENT: BUILDING DIVISION S FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUE DATE 6/24/97 NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED E t DUE DATE 7 APPROVED n APPROVED W/ CONDITIONS I !. NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) ❑❑ 6 /U /i — (Certification of occupancy required. REVIEWERS INITIAL C:ROUTE -F ACTIVITY NUMBER D97 -0128 Y ert Y'4 *ttzV% 1• ?l PROJECT NAME MCCANMANT HOMES — CORRECTION 11 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE ❑ COMMENTS DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION III PUBLIC WORKS ❑ STRUCTURAL ❑ APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS DATE DATE PLAN REVIEW / ROUTING SLIP REVIEWERS INITIAL DATE DATE 6/20/97 PLANNING DIVISION PERMIT COORDINATOR ❑ DUE DATE 6/24/97 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DUE DATE 7/08/97 APPROVED ❑ APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. : ' �' �i'+, l' S; 1J'!..' ti. Elr'. G• ��.. c5,;: e'<: Ya�x' �cxxlt; r. �Gr.+: mn. n... e. w,. i... ....�...+.....�..+.,.�..w.....: taw. e:, nas. �+ n.+ w..........,. w ..,........�.............».ra.v My »•w...++o� ACTIVITY NUMBER D97 -0128 PROJECT NAME MCCAMMANT HOMES — CORRECTION #1 DEPARTMENT: BUILDING DIVISION [j FIRE PREVENTION C PLANNING DIVISION III PUBLIC WORKS STRUCTURAL C PERMIT COORDINATOR C DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE K1 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF Cl (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL �t�% - - _ . I • 1 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL APPROVED C:ROUTE -F PLAN REVIEW / ROUTING SLIP CORRECTION DETERMINATION: APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) C APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE N NOT COMPLETE C DATE I uI DATE DUE DATE 6/24/97 NOT APPLICABLE C DUE DATE 7/08/97 gi DUE DATE rvxx� .naecu••iue:wvrn.a+�m rMn rw, v�� .,,.......u..,...,,ww < •: ".', DATE 6/20/97 (Certificadoa of occupancy requited. ) rrget,,, ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS II DETERMINATION OF COMPLETENESS: (T,Th) COMPLE CO TUES/THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS . DATE vuos,-4 (.-oc ct-tAG-a APPROVALS OR CORRECTIONS: (ten days) DUE DATE 7/08/97 APPROVED fl APPROI.V' WI CONDITION. REVIEWERS INITIAI- APPROVED 0 REVIEWERS INITIAL C:ROUTE-F PLAN REVIEW / ROUTING SLIP. D97-0128 MCCAMMANT HOMES — CORRECTION #1 NOT COMPLETE NOT APPLICABLE FIRE PREVENTION U PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR EI DATE DATE DATE 6/20/97 DUE DATE 6/24/97 NO FURTHER REVIEW REQUIRED NOT APPROVED (attach comments) ff). /2 (.2 CORRECTION DETERMINATION: DUE DATE APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) (CerdAcation of occupancy required, REVIEWERS INITIAL L.; Permi+ Coocd. CON PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dql. OIL / DATE 5' 9' 97 PROJECT NAME MC Gamin I i1one - LOT A DEPARTMENT: II.DING DMSION FIRE PREVENTIO P�e�� 5)a to PLANNIN DIVISION 0 5�c� Rant Sf � P LIC WORKS STRUC ORDINAg al Olt DETERMINATION OF COMPLE'T'ENESS: (T,Th) DUE DATE 5 /3-97 COMPLETE NOT COMPLETE E NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF [] (If routed by staff, make copy to master file & enter Sierra.) 97 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5 B IdC APPROVED El APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) usj Cj Co((.ec-V(cf) L_QH-Cr rr o REVIEWERS INITIAL DATE 1 CORRECTION DETERMINATION: APPROVED fl REVIEWERS INITIAL C:ROUTE -F DATE DATE (Q (u - q P ianntno 1 � f acl ) DUE DATE APPROVED W/ CONDITIONS [1] NOT APPROVED (attach comments) Q (Certitiution of occupancy required. COMPLETE COMMENTS PUBLIC WORKS REVIEWERS INITIAL L ♦rt:t.lhb41 .4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dql 012"1 DATE 6 9' 47 PROJECT NAME Mc.4mgn •i4oine " L o rA DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION 0 STRUCTURAL PERMIT COORDINATOR Q C 1 I DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE cLS•H V:.aYxvv...•NU.rva.suw...ka.e J.+�.vre+ raw. nA�xv. wv. �m. K. N. wawcK• viansti�] Yr• A'. WA\. PtlnM�tiN1d+ w. sN+.. �' �+++.�..tsLer�+.r.....�....» DATE 5 113 C1> DUE DATE .P ( 3-97 NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE jj NO FURTHER REVIEW REQUIRED ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 5 - a7 - cri APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS C . NOT APPROVED (attach comments) REVIEWERS INITIAL APPROVED C:ROUTE -F CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE Sfr/ REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) I I (Certification of occupancy required. ) • ?1r k +- S�:tti.JAtY. 4" i!Y..4• iCiXk �' DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS TUES /THURS ROUTING: REVIEWERS INITIAL L� APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS CORRECTION DETERN i ATION: APPROVED C:ROUTE -F sa};tsss+'nHn�ntlu mvru✓r•K4l.mhq <va*axc0 . yak M.uh:w;t..rt e"i+0. nr.ow reatrw+.. eetomwre .a,+.+ara^rw,nw.niarior rz^.usemr. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dq"l• OI2.. DATE 6-9-97 PROJECT NAME M c r to ' ¥ LOT A 4 DETERMINATION OF COMPLETENESS: (T,Th) FIRE PREVENTION PLANNING DIVISION STRUCTURAL C PERMIT COORDINATOR Cl COMPLETE [ NOT COMPLETE NOT APPLICABLE Ei COMMENTS ' P)fat.l CI65/ C n V7/0 3 M V P< PLEASE ROUTE f NO FURTHER REVIEW REQUIRED ROUTED BY STAFF [J (If routed by staff, make copy to master file & enter Sierra.) I • REVIEWERS INITIAL N • ( DATE s )a i 1 a� APPROVED W/ CONDITIONS DATE REVIEWERS INITIAL DATE DUE DATE 5- /3-97 DUE DATE 5 7 NOT APPROVED (attach comments) Cf DUE DATE NOT APPROVED (attach comments) Q (CCCllcatdou of occupancy rcquired. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DI" 01L¶ DATE 5 1.6° 9 ` q? PROJECT NAME Mc Gamrno1- i4001e4541. LOT A DEPARTMENT: BUILDING DIVISION ❑, PUBLIC WORKS L FIRE PREVENTION 17 PLANNING DIVISION STRUCTURAL C PERMIT COORDINATOR ❑ I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ® NOT COMPLETE ❑ COMMENTS 1 e\ ci 6,L —r e I,tip TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF 1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL DATE APPROVALS OR CORREC ONS: (ten. days) APPROVED n APPROVE W/ CONDITIONS ❑ DATE CORRECTION DETERMINATION: APPROVED r l APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL DATE DUE DATE J 13 - 97 NOT APPLICABLE El DUE DATE 5-077- 97 NO APPROVED (attach comments) a DUE DATE NOT APPROVED (attach comments) ❑ (Cerditcadoa of occupancy required. ACTIVITY NUMBER Den- 012x1 DATE 5- ff.9 7 PROJECT NAME MC. Gamniati ' ' LoT A DEPARTMENT: BUILDING DIVISION ❑� FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS 1111 STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ' C DATE 161 c (2 - APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5=07- 97 APPROVED I I APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: DUE DATE APPROVED REVIEWERS INITIAL C:ROUTE -F • NOT COMPLETE APPROVED W/ CONDITIONS DATE DATE PLAN REVIEW / ROUTING SLIP NOT APPLICABLE ❑ DUE DATE 5' ! ~ �� NO FURTHER REVIEW REQUIRED ❑ 3 7 2 -4Y 7 NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) wa to M,K 4'.TY • Pecmi't (boat Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D 9 ofas DATE y PROJECT NAME M Cr Careen • LO+ A DEPARTMENT: BUILDING DMSION El FIRE PREVENTION PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL Ej PERMIT COORDINATOR 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE i f f / 7- ? 7 NOT COMPLETE - W NOT APPLICABLE E;:i incompele appliccifion s - s = 1: ATP • COMPLETE El COMMENTS mQi TUES /THURS ROUTING: PLEASE ROUTE d ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Ei REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE NO FURTHER REVIEW REQUIRED DUE DATE 5-1-9 DUE DATE (Certification of occupancy required. iK;Av4n*a4q ..77•x:si :tvicb+.+r..+e.www.. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1% 8 DATE % / 97 PROJECT NAME M < CAW" da Munn • &or A DEPARTMENT: BUILDING DIVISION III FIRE PREVENTION El PLANNING DIVISION PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR 0 I DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE d NOT COMPLETE E NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF Ei (If routed by staff, make copy to master file da enter Sierra.) REVIEWERS INITIAL I I APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Q REVIEWERS INITIAL I CORRECTION DETERMINATION: APPROVED [J APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE 4' r7 (7- DUE DATE DUE DATE (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1) % C 13 DATE A f$7 PROJECT NAME M f. (ei " 411K 4 / ti. A DEPARTMENT: BUILDING DIVISION PUBLIC WORKS j DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE ❑ • NOT APPLICABLE ❑ COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE I ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL APPROVED El REVIEWERS INITIAL C:ROUTE -F 5ib FIRE PREVENTION U STRUCTURAL ❑ APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: DATE DATE DATE PLANNING DIVISION PERMIT COORDINATOR ❑ DUE DATE NO FURTHER REVIEW REQUIRED ❑ 5/ 0? DUE DATE U 1 DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) • al, iSa'i i:: C1. 4: ir1YiS: L: siYo1* N,` Y. G 'rlWtnv.flv.•Feluvi..,w.+...... PUBLIC WORKS REVIEWERS INITIAL /d & REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER cla • oil 8 DATE VA /en PROJECT NAME Mt, CA10 ••• • (or A DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El L 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE NOT APPLICABLE 0 COMMENTS `u- �a- - wN r l c � n ( 'o > ,tr TUES /THURS ROUTING: PLEASE ROUTE lgl NO FURTHER REVIEW REQUIRED I__.I ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) CORRECTION DETERMINATION: APPROVED LJ APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) Q REVIEWERS INITIAL C:ROUTE -F STRUCTURAL DATE DATE DATE - r`ywvw.�w - .+u PLANNING DIVISION ■ PERMIT COORDINATOR 0 DUE DATE DUE DATE (Cerdflcadoa of occupancy required. ) •A`AW2:t::•.. ;,Ce..:'4X iWAL,"w 14k!li.44 rite `M.'is • . oim. .nueuv..»i , r......riw..w +.wr. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER I D 'Ta • 012. 8 DATE VA /q7 PROJECT NAME M f. CA11101" 1111M" MOA' S • Co? A DEPARTMENT: BUILDING DIVISION Ol FIRE PREVENTION D PLANNING DIVISION D PUBLIC WORKS 1111 STRUCTURAL D PERMIT COORDINATOR D 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4 /7- 97 COMPLETE n COMMENTS TUES /THURS ROUTING: PLEASE ROUTE I I NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F . wwrin ..�.w.r�w.w...m...n............ «. �«........«.....• w. w�«. w�. o�.. a�nr. nv�reeanriAe�A�M4wtr +.vAYY.U.xr..XUr..uC.n«..nY V t+ -eeP+ NOT COMPLETE pKi NOT APPLICABLE D loco/3 • See. /0 E DAM 5 /r� /ue DATE CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS D DATE DUE DATE 5'I -c r7 APPROVED I I APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. 9705151584 FIDELITY NAT TITLE AFTER RECORDING MAIL TO: Kingolnnd Development & Investment, Inc. 10041 5lst Avenue South Seattle, WA 98178 Piled for Record at Request of Alpine Eacrov Inc. Escrow Number: 7883 Orantor(s): Terrance A, Johnson and Jonelle K.C. Johnson Oranter.(n): Kings 1and Dcvalopmnnt & Invontmont, Inc. Abbrcviatcd Legal: Parcel A, City of Tukwila Short Plat No. L92 -0032 and 0033, recorded under Recording No. 9209011207. Full Legal Description on page(s): Assessor's Tax Pared Number(s): 547680-0290-06 THE GRANTOR Terrance A. Johnson and Jonelle M.C. Johnson for and in considoraliun of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Kingsland Development & Investment, Inc. , a Washington Corporation tho following described real oinks, situated in tho County of King , Stato of Washington: Parcel A, City of Tukwila Short Plat No. L92 -0032 and 0033, recorded under Recording No. 9209011207, being a portion of the North half of Tract 30 and all of Tract 31, Horrick'a Acre Tracts Division No. 2, Addition to the City of Somatic, according to the plat recordad in Volume 12 of Plato, Page 47, in King County, Washington. Situate in the County of King, Stato of Washington. Subject to tasements,Covenants, Conditions, Restrictions contained in Exhibit "A ". Date this 06 day of t £ 1997 Dyr Terrence By Jo STA COU H. are Statutory Warranty Deed By y— . 207 P02 MAY 23 '97 15:23 FtU L I T Y N T IO N L. f 'r'WASH�N,• SS rove satlotactory evldonco thatTerrance A. Johnson and Jonelle I cattily that 1 know or Johnson the poroonn who appeared boforo mo, and said potion s acknowledged that they signed this Instrument and ecknowtodgo It to be their tap and volUfl ..act -tor the uses and purpose. ontlon In Ihl4l i str►i r / Dotal: f f / D�r Pale t William J. Moll Not PublIc In and for Roaldtn0 at S , Myappolntmen t.. roe: March 8. Not State of Washington , 1,11.10 0 0 0 0 O 51 0 M h CU 9705151583 EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: June 24, 1985 Recording No.: . 8506240887 in favor (If: City of Seattle Purpose: Watermain and appurtenances Affects: Portions of said short plat as described therein EASEMENT AND CONDITIONS CONTAINED THHEREIN, AS GRANTED BY INSTRUMENT: Recorded: June 25, 1985 Recording No.: 0506250529 In Favor Of: City of Seattle Purpose: Electric underground distribution facilities Affects: Portions of said short plat as described therein Said instrument is a rerecording of Instrument recorded under Recording No.: 8506130856 EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: July 3, 1985 Recording No.: 8507030444 In Favor Of: Pacific Northwest Bell Telephone Company Purpose: Underground communication lines and above ground cabinets Affects: the exterior 10 feet, parallel with and adjoining the street frontages of all lots and tracts, said lots and rn U0 tracts as delineated on the final approved plat V) i LOT LINE ADJUSTMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: July 24, 1987 >r) Recording No.: 8707241153 0 r- EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: :f Recorded: . October 13, THEREIN, AS GRANTED BY INSTRUMENT: Recorded: February 15, 1995 Recording Nu.: 9502150770 In Favor Of: city of Tukwila Purpose: Maintenance, construction, repair or reconstruction of drainage improvements Iffecl.s: Portions of Parcels E and F as described therein 9209011207 LEGAL DESCRIPTIONS BEFORE THE SHORT SUBDIVISION: /14 ' AFTER ME SHORT SUBDIVISION: &.e This space reserved for recorder's use • sigoirr PLAT NUMBER Z 1 04933 3TY TUICWILA, WASHING'. .N Assessor deo APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certi- fied for filing g day of ,194L. O r airman, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this day of 56.0re,16A-4c,. 191.4 Atg.w4,,cao gteid-s Return to: r . Dept. of Convnunity Devetopment Planning Division . 3 .0 * Deputy Assessorsw t. so oza/ oto Oty of Tukwila 6300 Southcenter boulevard Tukwila. Washington 98188 Page 1 of 14114 • .1 4 : 1 • el "::i .•- - IJF h PARCEL A AFTER DEDICATIONS r 0 f . .. =. G' M 4. .1F T F. F' I. 1.1 F••' F:'1' 1 11 THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 31 AND THE EAST MARGIN OF 47TH AVE. SOUTH; THENCE S 88 ° 37'30" E, ALONG THE NORTH LINE OF SAID TRACT, 10.00 FEET TO THE EAST LINE OF THE WEST 10 FEET OF SAID TRACT 31 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 88 ° 37'30" E 94.00 FEET; THENCE S 0 ° 13'34" W 76.60 FEET; THENCE N 88 ° 38'14" W 69.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OP 25 FEET AND AN ARC 0: 38.77 FEET TO THE EAST LINE OF SAID WEST 10.00 FEET; THENCE N 00 ° 13'34" E, ALONG SAID EAST LINE 52.11 FEET TO TEE TRUE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OF THE PARCELS RAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO TEE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING -- COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; i BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH LYING S C ° 13 , 34" W 76.62 FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S 88 ° 38'14" H 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14" W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" B 40.01 FEET TO THE POINT OF BEGINNING. .4 • � •1 at. G— 2 .E. -- 4 2 W . E A . 0 '�• t 28 C SIJR V E V I W PARCEL B THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO TEE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON TBE NORTH LINE OF SAID TRACT 31 LYING S 88 ° 37'30" E 104.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S 0 ° 13'34" W 76.60 FEET; TECNCE a 99 °ta'14" E 39.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AND AN ARC OF 20.15 TO A POINT OF REVERSE CURVET THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND AN ARC OF 57.19 FEET; THENCE N 0 °13'34' E §4.11 FEET TO THE NORTH LINE OF SAID TRACT 31; THENCE N 88 37'30" W, ALONG THE NORTH LINE OF SAID TRACT, 110.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OF TEE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO TEE CITY OF SEATTLE, ACCORDING r, TO TVS PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; _ BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET CD FROM THE NORTHWEST CORNER OF SAID TRACT 311 THENCE 5 S3 BB ° 39'14" B 143.49 FEET TO A POINT OP CURVATURE; THENCE ON A N CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 0` FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS or 40 FEET AND ARC OF 190.15 FEET TO A POINT OF REVERSE CURVATURE; TRENCE ON A CURVE TO THE LEFT WITH A RADIUS OP 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14" W 142.70 FEET TO THE NEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO THE POINT Or BEGINNING. 1 t w LI I ' . . — c : W E TI r, S 2 an : 1 + C H R CIE T F _ K• t=. 1.1 P' V E '.' 1 N C • . P.. PARCEL C TU T PORTION OF TRACT 31, HERRICK'S ACRE TRACTS DIVISION NO. Z ,1 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT r RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, 1. WASHINGTON, DESCRIBED AS FOLLOWS; Ai BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 31 f LYING S 88 ° 37'30" E 214.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S 0 ° 13'34" W 64.11 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIAL ! BEARING OF N 37 ° 05'30" E, A RADIUS OF 40 FEET AND AN ARC OF 37.89; THENCE 9 88 ° 38'14" E 80.37 FEET TO THE EAST LINE OF SAID TRACT 31; THENCE N 0 ° 15'47' E, ALONG SAID EAST LINE, 96.56 FEET TO THE NORTH LINE OF SAID TRACT 31; THENCE N 88 ° 37'30' w.96.44 FEET TO TILE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS f. OP THE PARCELS RAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS I. DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12.0F PLATS, PAGE 47, IN RING 1 t` COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; CD BEGINNING AT A POINT OF THE WEST LINE 01' SAID TRACTS AND THE N EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET 1 FROM THE NORTHWEST CORNER OF SAID TRACT 21; THENCE S ; CD 88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A 0` CURVE TO TEE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 ` CV FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A 1, POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT if WITH A RADIOS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14" W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST ,J MARGIN or 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO a THE POINT OP BEGINNING. i / "?f S"oF1L 4:441. ►1 17 .: .i. — .s.:. W E L PARCEL D V 0 1 2 .l St C: N P• G E T C r t ft U R V F `.' 1 1J G THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION N0. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO TUE PLAT RECORDED IN VOLUME 12 OP PLATS, PAGE 47, IN RING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 31 S 0 ° 15'47" W 96.56 FEET FROM TUE NORTHEAST CORNER OF SAID TRACT 31; THENCE CONTINUING, S 0 °15'47' W, ALONG THE EAST LINE OF SAID TRACTS, 96.56 FEET TO THE SOUTH LINE OF THE NORTH A.ALP OF TRACT 30; THENCE N 8i ° 38'57" W, ALONG SAID SOUTH LINE, 96.31 FEET; THENCE N 0 13'34' E 65.06 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIAL BEARING OF S 36 ° 38'19' E, A RADIUS OF 40 FEET AND AN ARC OF 36.30 feet; THENCE S 88 ° 38'14" E 80.37 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD A SHALL BE MAINTAINED, REPAIRED, ANDiOR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF FLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE CD EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET FROM THE NORTHWEST CORNER Or SAID TRACT 31; THENCE S 88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A C3 CURVE TO TUE LEFT WITS A RADIUS OF 25 FEET AN ARC OF 20.15 23 FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE c.; RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A 0 ` POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 °38'14" N 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TA AVE. SOUTH; THENCE N 0 ° 13'34" L 40.01 FEET TO THE POINT OF BEGINNING. • :J t 7 sz.a�'1L, PARCEL E • w O H kJ G - e. - • i + :1 I r t$ ? • t r ' 3 S C H M C I E T E R SURVEY 1 N G THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS) RP.CINNUNG AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 116.63 FEET FROM TEE NORTHWEST CORNER OF SAID TRACT 31; THENCE S 88 ° 38'14' H 104.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 88 38'14' E 38.70 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OP 25 FEET AND AN ARC OF 20.15 TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 40 FEET AND AN ARC OF 58.77 feet; THENCE S 0 ° 13'34" W 65.06 FEET TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30, SAID POINT BEING N 88 ° 38'57" W 96.31 FEET FROM THE EAST LINE OF SAID TRACT 30; THENCE N 88 ° 38'57' W, ALONG SAID SOUTH LINE, 110.00 FEET; THENCE N 0 ° 13'34' E 75.60 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; D THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS CV DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 or PLATS, PAGE 47, IN KING CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; O'N BEGINNING AT A POINT OF TEE WEST LINE OF SAID TRACTS AND THE N EAST MARGIN OF 67TH AVE. SOUTH LYING S 0 ° 13'34" N 76.62 FEET l FROM TEE NORTHWEST CORNER OF SAID TRACT 31) THENCE S 88 ° 38'14" E 143.49 FEET TO A POINT 0! CURVATURE) THENCE ON A CURVE TO THE LEFT WITH A RADIUS Or 25 FEET AN ARC OF 20.15 FECT TO A POINT OF REVERSE CURVE; THENCE ON A CURVE. TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OP 190.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15) THENCE N 88 ° 38'14" K 142.70 FEET TO TEE WEST LINE OF SAI$ TRACTS AND THE EAST MARGIN or 47TH AVE. SOUTH; THENCE N 0°13'34" E 40.01 FEET TO THE POINT OF BEGINNING. . ♦i A 1• 3 . 1 p t . r PARCEL r •- AFTER DEDICATIONS • e ..• - -. .• - . • •_ •., C ..• • r •!. .L 2.• I % r. •., •t • r. t .. 1.2 I• V � , , • ..• THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 1 3 '34" W 116.63 FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31, THENCE CONTINUING S 0 ° 13'34" W, ALONG SAID MARGIN 76.62 FEET TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30) THENCE S B8 ° 38'57" E, ALONG THE SOUTH LINE OF SAID NORTH HALF, 10.00 FEET TO THE EAST LINE OF THE WEST 10.00 FEET OF SAID TRACT 30 AND TOE TRUE POINT OF BEGINNINGI THENCE CONTINUING 5 88 ° 38'57" E 94.00 FEET; THENCE N 013'34' E 76.60 FEET, THENCE N 88 ° 39'14' W 68.50 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO TEE LEFT WITH A RADIUS OF 25 FEET AND AN ARC OF 39.77 FEET TO THE EAST ?.INE OF THE SAID WEST 10; • THENCE S 00 13'34" E 50.93 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON TEE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OT THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS �(V DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO TOE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; ON BEGINNING AT A POINT OF THE KEST LINE OF SAID TRACTS AND TEE O EAST MARGIN OF 47TH AVE. SOUTH LYING 5 0 ° 13'34" W 76.62 FEET t7. FROM THE NORTHWEST CORNER OF SAID TRACT 31, THENCE S 88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WIT8 A RADIUS OF 25 FEET AN ARC OF 20.15 FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A POINT OF REVERSE CURVATURE) THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.151 THENCE N 88 ° 38'14" H 142.70 FEET TO THE WEST LINE Or SAID TRACTS AND THE EAST MARCIN O1? 47111 AVE. SOUTH; THENCE N 0 E 40.01 FEET TO THE POINT OF BEGINNING. • r•. . W eett o,a?/or Ph S 6 H e8 2r3o• w 3 1311•17':5 C — — 0.116 236: 1 - 270.M fhd prh In Illy rim S9111 4/23/02 tV CD tr CD N 20' 20' wolr b So, Victor St. \f.nos 5' ehetn link 104.00 :I W • Parcel A q 7,966 .q. f t. g e• 13531'4x• I I. : Z 77 3 9.40 I I. liQ �I I •3I PRiVA& ROAD 010RE53, EGRESSES AND F 5 6 100.0 4 . E -__ _`"-- 100.00 31 _- 1- r miler Parcel r 7,166 sq. ft,W D 9roe'Ir R M 25.00 2 L•32.77 104.00 Lard Suweyor's Cerilfxate This abort plat corrbttly represents a survey had* by rN or under ny drect !n con►ornanc* with the r equrenants of appropriate rtat* and county et tU. * 65.50 E — W centerline Sao. 3 -23=4 r • 32 6' wood Woe SOUTH IJNE Or THE NORTH IUUT' Or TRACT 30 7O 7 S ed'3r30' E 110.00 Parcel I 7,625' ft, R . 25.00 I` • 20.1'g. , l 0 k W Yi In ,M pin In cone. oars 4/23/01 Cert ;Plcate Hai p.� 4e3C • -- Short Pit Nn.��,/u�:QJa3.R?. .; • �, . 00.44 Parcel C j 104e .a ft. m 6co4thn L Rc>1:42t WlU bi rbgy, / v - � bull cn X15 � QAar.�.l,�), 1d Submr144.41 lyl9�. S 613' 1 -11.0' 60.37 27.5' i/ R - 26. L r 20.15 Parcel E 7,141 eq. ft.• 110.00 r-� t� r— D i� CEi� f'T/ - L'TT — Parcel D 1,049 e4 ft. S 611'3e'5rE 30 AIX 1 41992 Erections COMMUNITY DEVELOPMENT Hap on rte In Vat4t A.. - .,...� ...:..w . N . . 1 50' Scale, • • • � 11 • . 1 r 1 •1 4 .. -.-. -. •••••}••••••••,..0 DECLARATION: STATE OF WASHINGTON (NI County of King Short Plat Number..e.. ' - %�:+ 0 SIGNATURES Name. Name. Name. Name. In witnes whereof we have se }rands and seals. Name. ti ' �U d /\ -Name Name. Name. Know all men by these presents that we, the undersigned, owner(s) In fee simple and /or contract purchaser(s) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided In any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). ES On this day personally appeared before me S to me known to be the individual d cribed In and who executed the K 1 n and foregoing in- strument, and acknowledge that signed the same as ' free and voluntary act and deed, for the uses and purposes therein mentioned. .�j ,�/� I GIVEN under my ha, ' 6 seal this_, day of // /d c,., ,19 9 ±" I S H 4. • Notary Public in d for t ie State of Washington, i _,� c residing at tab f 2 v . •ra STATE OF WAS I " '�. � 0 County of King ' ' , ►►nnn +• 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 thls day of ,19 Notary Public In and for the State of Washington, residing at Page „9 of // I: DECLARATION: STATE OF WAS County of King STATE OF WASHINGTON County of King • 192-003. e. 041.63 • . AFFIDAVIT OF OWNERSHIk1' GIVEN under my haAdiofijciat seal this / day of ~ OM 1 • u 0 7,0 0 Notary Public in residing at , t9Zi -. a Know all men by these presents that we, the undersigned, owner(s) In fee simple and /or contract purchaser(s) of the land herein described do hereby make 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:1 C Vae / Jr AMIName: Name: Name: Name: Name: Name. Name: On this day personally appeared before me A A- a- as < � 1 ia 1 `•. to me known to be the individual d in and who executed the wifidn and foregoing in- strument, and acknowledge that signed the same as a_ free and voluntary act and deed, for the uses and purposes therein mentioned. d for the State of Washington, ^� -71. 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. 1/ of 1/ NO MANUFACTURER MATERIAL MODEL # SIZE U-VALUE AREA S.F. a .li�"W A/ / FRAME j //� ((a lY l 1 a S _s-O r cif 7 ., 6 i( 60 5-0 . yq 7 0 (, G 70 -2, so - yg• 2 9 c ,. .. 6 3(n /'oSQ -SI? 1 < r, (7('O C 0 q.o _ 32 e /� G( ( 59 YD �'( .--(7 20 < I < < 6' ll0 Li-0 lc - elf ( s"-- 1. HEAT SOURCE: CC-r CITY Or TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 • WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA S.F. - TOTAL CONDITIONED FLOOR AREA '107 6 TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = H -15 ACTIVITY #: ` 1 V dot (gas, oil, propane, heat pump, electric) PROPOSED GLAZING PERCENTAGE 13 � The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. ENRGYCOD.DOC 2/13/97 !SWIN..YA!:K.F OA?Mr ..>..1' 11.7 es ,,.......... CIPTER 6, PRESCRIPTIVE OP\ -IONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I O HVAC AFUE Glazing. max: .::,:. % of floor U- value DOOr U- value ; (R- value) C eili n gs: with,attics vaulted: Walls :: - ' above`. grade below grade `.. interior OR exterior Floor Slab .on' grade, OPT II OPT III OPT V OPT V OPT VI* OPT VII* O O 0 0 0 >.78 12% 0.65 0.40 (R -2.5) R -15 R -15 R -10 R -19 R -10 21 %: 0.75;., ., 0.40 (R- 2.5)... R -19; R -10 R -19.. R -10 .78 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. > .74 21% 0.60 0.40 (R -2.5) R -19.` R -19 R -10 R -19 R -10 R -30: : R -30 25 %:' 0.50 0.40 (R -2.5) -19 R -10'' R -25 R -10 30% .. . 0.45 0.40 (R -2.5) PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM (jl„'";c -t /0 Q BATHROOM FAN 50 CFM L S O BATHROOM FAN 50 CFM c.c s---: BATHROOM FAN 50 CFM < < 5T9 LAUNDRY FAN 50 CFM c` c`o CI WHOLE HOUSE FAN* 0 50 CFM (1-2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) v ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. 7 Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed a Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 if /'�- r lk ec.; ( h` ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be >_ 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. . OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. CITY OIi'UKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: ( W •-9'7 PLAN CHECK/PERMIT NUMBER: 7 - 0 t Z15 PROJECT NAME: INl e eAM Mme' PROJECT ADDRESS: 4 I -- 71 C) S l A CONTACT PERSON:132.v l M L'L4MM ) r PHONE: ` Z-' e`rZE. REVISION SUMMARY: \! 1S 10NIS e c¢Q.EC—T'tOIJS 4_ 'To LE:rrG. L.-C) ( '.E Le E J . F� oN . 4t_t_ t Z. ti S 1-4A ■IE_ _r�l '.>.t \s C_cQc--sa. • 6,L t � 1 t S t o NJ ri t __ C C SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY RECEIVED CITY OF TUKWILA JUN 2 0 1997 PERMIT CENTER 3/19/96 : FIRE DEPT. Nick Olivas PW PERMITS Joanna Spencer FROM: PUBLIC WORKS DEPT. Pat Brodin DATE: June 18, 1997 SUBJECT: Water Availability for McCammant Homes @ 4710 S. 104th PI, An eight inch (8") ductile iron water line was transferred from Seattle to Tukwila in 1996 under the Tukwila Construction Contract for the Ryan Hill Water Main , Improvements. A new pressure reducing station isolated this area into a 340-Zone raising the static pressure an additional 15 psi. The hydrant located at the corner of 47th Avenue South and South 104 Place is known as Node number 100 on the hydraulic model. The hydrant is at elevation 175 feet with a static of 72 psi and can provide a flow of Calculations and modeling results are attached. CAMSOFFICE\WINWORD\firememldoc 1228 gpm available at 20 psi residual Determining Fire Flow at 20 psi residual Q %(r) = Flow required at 20 psi Q %(f) = Flow measured during test FORMULA: P %(r) = Residual Pressure of 20 psi .. Q %(R) = Q %(F) x [P %(s) - P %(r)] "0.54 / [P %(s) - P %(f)] ^0.54 P %(f) = Residual Pressure measured P%(s)= Static Pressure at elevation point P %(s) psi P %(f) psi Q %(f) gpm P %(r) psi Q %(r) calc. 72 34 1037 20 1228 Prepared by Public Works Department 6 /18/97 ; Page 1 .MODEL CRITERIA The Ryan Hill water service area consists of an area that is served by water mains generally extending to Martin Luther King Jr. Way South to the west, to 51st Avenue South to the east, to South 114th Street to the south and to South 102nd Street to the north. The hydraulic analysis of the area was run using certain design assumptions and criteria, these assumptions are taken from the City of Tukwila Comprehensive Water System Plan and are summarized as follows: 1. The minimum pressure allowed anywhere in the system during fire flow is 30 psi. 2. Peak hour flow is used in all model situations, with actual 1992 water consumption data used to compute the peak hour flow for the area currently served by the City of Seattle and 1994 water consumption data used for that part of Ryan Hill currently servered by the City of Tukwila from meter station no. 6. Peak hour flow is taken as 4.5 times the average yearly flow rate. This falls between the design peaking factors set forth in the Comprehensive Water Plan of 3.0 for peak day flow rate and 6.0 for peak 15 minute flow rate. Total yearly water consumption for the Ryan Hill area as computed is 11.62 million gallons which yields a calculated peak hour flow rate of 99 gpm. The requirements set in the Comprehensive Water Plan show that the system must be able to meet a peak day demand of 800 gpd per residential connection. At 73 residential connections in the area currently served by Seattle and 29 residential connections in the area currently served by Tukwila this would yield a calculated peak hour flow of 85 gpm for the residential consumption. There are also 8 commercial units and 3 fire connections in the service area. The remaining demand of 14 gpm under peak hour flow seems to be reasonable since these commercial connections are office type uses not industrial/manufacturing. The system was modelled using CYBERNET by Heastad Methods in conjunction with AutoCad. A graphical representation of the piping network was constructed and the node pressures solved for given flows. CYBERNET uses KYPIPE2 to solve for the node pressures at given flows. Fire flows were run at all nodes in addition to the peak hour demands. Full print outs are included with this report for selected runs to check system line velocities. Maximum line velocity as allowed by the Comprehensive Water Plan is 10 fps. As can be seen by the model results the maximum line velocities occur in the downstream line from the metered supply station. Following are the maximum available fire flows for each node. A maximum required value of 5000 gpm was used to run the model. Junction Fire Flow Residual Minimum Zone Node No. Avail, Pressure Pressure at Node 10 5000 gpm 79 psi 36 psi 70 20 5000 gpm 108 psi 36 psi 70 30 3644 gpm 62 psi 30 psi 110 40 3305 gpm 57 psi 30 psi 110 50 2293 gpm 30 psi 30 psi 50 1 ,, . 1 '• • PRV STATION Junction Fire Flow Nose No, Ayail, 60 5000 gpm 70 2895 gpm • 80 519 gpm 90 1454 gpm 00 1 0 gpm 110 8:: gpm 120 536 gpm 130 234 gpm 140 2218 gpm 150 5000 gpm 160 5000 gpm 170 2293 gpm 180 .537 gpm SUPPLY STATION AND PRV SIZING 2 Residual Minimum Zone Pressure Pressure at Node 30 psi 30 psi 70 30 psi 30 psi 70 30 psi 30 psi 80 30 'si 30 •si 90 34 psi 30 psi 110 psi 30 psi 30 psi 120 30 psi 30 psi 130 30 psi 30 psi 140 130 psi 37 psi 70 32 psi 32 psi 70 34 psi 30 psi 50 30 psi 30 psi 180 Because of the two gradient zones in this area a Pressure Reducing Valve (PRV) Station will be required at the connection of the two zones. With an upper gradient of 450 and a lower gradient of 316 the ideal elevation for a PRV would be at elevation 212 feet. This would yield an upstream pressure at the PRV of 103 psi (highest pressure in high zone) and a downstream pressure of 45 psi (lowest pressure in low zone). However, the proposed location for the PRV station is at the intersection of South 107th Street and 49th Avenue South. This location best fits the future needs of the area due to the opportunity to extend a main to the south along 49th Avenue South and being able to readily connect to either the upstream side or downstream side of the PRV to best accommodate the needs of the new system to the south. This location also works best for maintenance of the PRV station since this intersection allows no through traffic to the north or west thus making traffic control during maintenance of the station simple. The elevation of the proposed station site is 194 feet which yields an upstream pressure of 111 psi and a downstream pressure of 53 psi. Although these pressures are slightly higher than what would be ideal, this location best fits the future needs of the system. It is recommended that individual 3/4" PRV's be installed on service lines connected to the upstream side of the PRV station that may experience pressures too high for normal residential use, Highline water district intertie Water district 75 intertie Water district #75 intertie The main supply meter, intertie meter and PRV, and PRV at the 450/316 gradient change are sized based on a worst case fire flow situation of 3000 gpm. Maximum system demand under both peak hour flow and fire flow is 3099 gpm. The main supply meter, the intertie meter and the intertie PRV are all sized for this flow, The PRV at the 450/316 gradient change is sized for 2170 gpm which would be the maximum flow through it during peak hour flow with a 3000 gpm fire flow at the intersection of South 107th Street and 47th Avenue South. At these flows the size of both meters and both PRVs was set at 8 ". June 6, 1997 Dear Mr. McCammant: Enclosures File: D97 -0128 City of Tukwila Mr. Brian McCammant 6415 West Tapps Highway Boney Lake, Washington 98390 SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0128 McCammant Homes 4710 S 104 P1 (Lot A) John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and the Planning Division. At this time the Public Works Department and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Ake,try) cw2 Kelcie J. Peterson Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 BUILDING DIVISION PLAN REVIEW COMMENTS DATE: 5/28/97 PAGE _ 1 _ QF _2 PROJECT NAME: McC ammant Homes, Inc. , Lot A PLAN CHECK NO: D97 -0128 Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. References on Sheets) #1 , #2 & #5 note construction per the 1991, 1992 and the 1988 Uniform Building Code. Since the plans will be the record documents for this building permit the plans should reference the 1994 Uniform Building Code as the current (applicable) building code. T.M.C. Title 16. 2. In addition to the smoke detectors located on the plans, smoke detectors are also required to be installed in each bedroom. Indicate this on plans. UBC 310.9.1.4 3. Windows are marked with a schedule "key" but no schedule has been included with the plans. Provide the window schedule that reference the "keys ", or label window type and sizes on the plans. 4. The typical building cross section indicates a typical exterior wall construction which does not include thermal insulation call -out. Note the R -19 insulation requirement with this note. 5. Daylight basements are required to be installed with minimum R -10 slab edge insulation where slab is within 2 -feet of finish exterior grade. Show this insulation on the plans where this will occur. 6. The wall that separates the dwelling from the garage must be provided with thermal insulation and a vapor retarder as required for an exterior wall. In addition, the slab at this wall must be provided with a continuous thermal break. Note or otherwise detail this requirement on the plans. 7. Access to the under -stair area is indicated. Usable areas under stairs must be protected at the walls and ceiling with a material approved for one hour fire resistive construction. Note or otherwise detail this requirement on the plan. (5/8" Type "X" gypsum board or two layers of 1/2 " gypsum board are two, among other, such materials) BUILDING DIVISION PLAN CHECK NO.: D97 -0128 DATE: 5/28/97 PAGE 2 of 2 8. The door between the garage and the dwelling unit is required to be (at minimum) a 1 -3/8" solid wood door with positive latching and self closing hardware. Indicate this on a door schedule or a note to the plan. UBC 302.4 9. Minimum source specific and whole house ventilation systems are required in residential occupancies. The proposed dwelling will need source specific fans at the laundry room, each bathroom and the kitchen. Note on the plans the specific fans and performance ratings submitted on the H -15 handout. In addition, designate (on the plans) the proposed location of the required whole house fan. Designate on the plan the proposed method for controlling the whole house fan and note the method for providing an outside air source. Refer to information on H -15 handout. 10. Details of the deck guardrail references the 1992 UBC. The current applicable . code is the 1994 Edition of the UBC, and this requires the maximum spacing for intermediate members of the guardrail to be spaced such that a 4" sphere cannot pass through the openings. Revise call -out on building section. 11. The building section calls for 2x10 deck joists at 16" on center. The floor plan indicates 2x6 deck joists at 16" on center. Please clarify. 12. General Structural Notes on sheet #1 indicates that ... "shear wall ... shall be as detailed on drawings and noted in shear wall schedule. Please provide these details and shear wall schedule. Note: all shear wall (braced wall panels) locations shall be clearly indicated on the plans. UBC 2326.11.3 By: RSB, 5/29/97, 10:30 AM ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM A ,.'1;i (1, BATHROOM FAN 50 CFM L S O BATHROOM FAN 50 CFM c, 5 ,. BATHROOM FAN 50 CFM < < 37 LAUNDRY FAN 50 CFM 4 j9a ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) . 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. J. Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed a Whole house fan wiring O Whole house fan shall /ey (/' Sone rating : (< 1.5 if ,/ _ ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. El Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. , OR: El Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. • .".'. : . ." DATE: May 13, 1997 PROJECT NAME: Proposed Hotel Development PLAN CHECK NO.: D97-0128 Plan Reviewer: Contact Nora regarding the following comments. 1'1 : . %.` • PLANNING DIVISION COMMENTS Gierloff at (206) 431-3670 if you have any questions It appears that the main entrance to the house is off of 104th Place, therefore a 20 foot front yard setback is required to the first floor of the house and a 30 foot setback to the second floor. The house placement must be changed to meet the front setbacks without moving into the required setbacks on the other sides. The second front would be the side facing 47th Avenue and requires a 10 foot setback to the first floor and a 15 foot setback to the second floor. The required 5 foot side yard setbacks on the other sides have also been met. PLANNING DIVISION COMMENTS DATE May 13, 1997 PROJECT NAME: Proposed Hotel Development PLAN CHECK NO.: D97-0128 Plan Reviewer: Contact Nora Gierloff at (206) 431-3670 if you have any questions regarding the following comments. It appears that the main entrance to the house is off of 104th Place, therefore a 20 foot front yard setback is required to the first floor of the house and a 30 foot setback to the second floor. The house placement must be changed to meet the front setbacks without moving into the required setbacks on the other sides. The second front would be the side facing 47th Avenue and requires a 10 foot setback to the first floor and a 15 foot setback to the second floor. The required 5 foot side yard setbacks on the other sides have also City of Tukwila Fire Department Fire Department Review Control #D97 -0128 (511) May 21, 1997 Re: McCammant Homes - Lot A - 4710 South 104th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum of 1000 gpm at 20 psi residual pressure. 3. 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. 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station, 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number City of Tukwila • • . travel distance from the nearest hydrant exceeds 250 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type.. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC.10.503) (City Ordinance #1742) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, r (-6/A e cc:. TFD file ncd The Tukwila Fire Prevention Bureau • John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: PO) 57$4404 • Fax (206) 5754439 .w� BUILDING DIVISION PLAN REVIEW COMMENTS DATE: 5/28/97 PAGE _1_OF _2_ PROJECT NAME: McC ammant Homes, Inc. , Lot A PLAN CHECK NO: D97 -0128 Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. References on Shcet(s) #1 , #2 & #5 note construction per the 1991, 1992 and the 1988 Uniform Building Codc. Sincc the plans will be the record documents for this building permit the plans should reference the 1994 Uniform Building Code as the current (applicable) building code. T.M.C. Title 16. 2. In addition to the smoke detectors located on the plans, smoke detectors are also required to be installed in each bedroom. Indicate this on plans. UBC 310.9.1.4 3. Windows are marked with a schedule "key" but no schedule has been included with the plans. Provide the window schedule that reference the "keys", or label window type and sizes on the plans. 4. The typical building cross section indicates a typical exterior wall construction which does not include thermal insulation call -out. Note the R -19 insulation requirement with this note. 5. Daylight basements are required to be installed with minimum R -10 slab edge insulation where slab is within 2 -feet of finish exterior grade. Show this insulation on the plans where this will occur. 6. The wall that separates the dwelling from the garage must be provided with thermal insulation and a vapor retarder as required for an exterior wall. In addition, the slab at this wall must be provided with a continuous thermal break. Note or otherwise detail this requirement on the plans. 7. Access to the under -stair area is indicated. Usable areas under stairs must be protected at the walls and ceiling with a material approved for one hour fire resistive construction. Note or otherwise detail this requirement on the plan. (5/8" Type "X" gypsum board or two layers of 1/2 " gypsum board are two, among other, Such materials) BUILDING DIVISION PLAN CHECK NO.: D97 -0128 DATE: 5/28/97 PAGE 2 of 2 8. The door between the garage and the dwelling unit is required to be (at minimum) a 1 -3/8" solid wood door with positive latching and self closing hardware. Indicate this on a door schedule or a note to the plan. UBC 302.4 9. Minimum source specific and whole house ventilation systems are required in residential occupancies. The proposed dwelling will need source specific fans at the laundry room, each bathroom and the kitchen. Note on the plans the specific fans and performance ratings submitted on the H -15 handout. In addition, designate (on the plans) the proposed location of the required whole house fan. Designate on the plan the proposed method for controlling the whole house fan and note the method for providing an outside air source. Refer to information on H -15 handout. 10. Details of the deck guardrail references the 1992 UBC. The current applicable code is the 1994 Edition of the UBC, and this requires the maximum spacing for intermediate members of the guardrail to be spaced such that a 4" sphere cannot pass through the openings. Revise call -out on building section. 11. The building section calls for 2x10 deck joists at 16" on center. The floor plan indicates 2x6 deck joists at 16" on center. Please clarify. 12. General Structural Notes on sheet #1 indicates that ... "shear wall ... shall be as detailed on drawings and noted in shear wall schedule. Please provide these details and shear wall schedule. Note: all shear wall (braced wall panels) locations shall be clearly indicated on the plans. UBC 2326.11.3 By: RSB, 5/29/97, 10:30 AM CO Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM AL.- 1.;, --� ('7 0 BATHROOM FAN 50 CFM l 0 BATHROOM FAN 50 CFM L L s ) • BATHROOM FAN 50 CFM S .9 LAUNDRY FAN 50 CFM S. r, ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) . O 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. 7 1 Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed . Whole house fan wiring O Whole house fan shall Sone rating : (< 1.5 if / /-=, ( /j` ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. . OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ....':.t.:.. jai: ENRGYCOD.DOC 2/13/97 CITY OF^'JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51-13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. ACTIVITY #: • H -15 Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ' . , ..,, :. -,. TO: FROM: DATE: SUBJECT: JJS /sal City of Tukwila Department of Public Works Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering May 28, 1997 McCammant Homes - New SFR 4710 South 104th Place Lot A of Johnson Piggyback Shortplot Permit No.: D97 -0128 Contact Person: Brian McCammant Phone: (206) 862 -8928 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MAY 28, 1997: Access Sanitary Side Sewer Storm Drainage Water Meter (one 3/4" permanent meter) CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) PERMIT FEE $25.00 $20.00 $25.00 $260.00 TOTAL: $330.00 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 4313665 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. John W. Rants, Mayor Ross A. Earnst, P. E, Director is • we e City of Tukwila Fire Department Fire Department Review Control #D97 -0128 (511) Dear Sir: May 21, 1997 Re:. McCammant Homes - Lot A - 4710 South 104th Place The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum of 1000 gpm at 20 psi residual pressure. 3. 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. 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 (12 City of Tukwila Fire Department Yours truly, cc: TFD file ncd The Tukwila Fire Prevention Bureau travel distance from the nearest hydrant exceeds 250 feet. • Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) • Contact The Tukwila Fire Prevention Bureau to witness all 'requirecrinspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 OWNER: vCa. wner (Slinature) F ),v e#441- 0 Owner (Print Name) /Oo e// / 41 40. s, Street Address S,v ?nm•.a :,rren�ean:me. 'rnr..�araa m...cmvM+.ax, , use.,...:..... remm•nolr•roorSx City of Tukwila Page 1 of 2 �-/ -- 97 Date John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING y7 /0 The proposed development at: c./ 7 xx SO /V1/ 71'h /2 7,-'i /et� 0) 4 0 6 (street address) Parcel No(A) 5y 7/117D- 02`10- requires undergrounding per Ordinance 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single - family development has demonstrated application of the Underground Ordinance will create undue hardship if carried out as part of the development. The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D.fU.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. 7cR3 1700 Phone S 477 T, 6 :4L 9'&'/7 e City, State, Zip (8/93) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 ,+% ■,; , • ■ • CITY OF TUKWILA: Public Works Director STATE OF WASHINGTON County of Ki r On this day personally appeared before me to be known to be the individual described in and instrument, and acknowledged that cl voluntary act and deed, for the uses and purposes Given under my hand and official seal this day of VYN ,19 (C3loc17) IN \t■Cxrv\ who executed the within and foregoing signed the same as kstr free an therein mentioned. NOTAR Y PUBLIC TO AND FOR THE STATE OF WASHINGTON, RESIDING AT Page 2 of 2 Date CITY OF TUKWILA WASHINGTON ORDINANCE NO. /4 D 7 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, AMENDING ORDINANCE 1321, SECTION V; ORDINANCE 924, SECTION 1; ORDINANCE 486, SECTION V; AND CHAPTER 13.08.100 OF THE TUKWILA MUNICIPAL CODE BY ADDING PARAGR %..PHS D) AND E) TO SECTION V THAT AUTHORI?'ES DEFERRAL OF UNDERGROUNDING FOR INDIVIDUAL SINGLE FAMILY HOMES AND FOR INSTALLATION OF NEW OR UPGRADED UTILITY LINES. WHEREAS, undergrounding requirements have been found to create undue hardship and are impractical for new individual single family hotnes and for installation of new or upgraded individual utility lines where overhead lines exist; and WHEREAS, deferring the undergrounding requirements for those two types of work by agreement to participate in future undergrounding will better serve the City, individual homeowners, and utilities; and WHEREAS, providing the deferral authority to the Public Works Director will accomplish this revision; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO HEREBY ORDAIN AS FOLLOWS: Section 1. TMC Ch.13.08.100 is hereby amended to include a new subsection (d): d) With respect to applications for short plat or individual single family houses, the undergrounding may be deferred until all utilities on the street are placed underground. The Public Works Director is authorized to approve a deferral based on the following: 1) Application for the deferral is submitted with a drawing showing underground utilities and where they would be placed underground; • 2) The applicatiot.'identifies undue hardship that would be incurred in placing the utility underground currently. Hardship is identified as a technological difficulty associated with the facility or with the property or the cost; 3) The undergrounding may be deferred if in the Public Works Director's opinion, the hardship is deemed to outweigh the benefit of the underground installation or the undergrounding. The deferral may be granted only after consideration of the variance .criteria identified in Section 18.72.020 (1) - (6); and 4) The applicant signs an agreement to participate in future undergrounding through a No Protest LID agreement or other appropriate agreement approved by the Public Works Director. Section 2. TMC Ch.13.08.100 is hereby amended to add a new subsection (e): e) With respect to utility applications for new or increased lines where overhead lines exist, the undergrounding requirement may be deferred until all utilities on the new route are placed underground. The Public Works Director is authorized to approve a deferral based on the following: 1) Application for the deferral is submitted with a drawing showing underground utilities and where they would be placed underground; 2) The application i,lentifies undue hardship that would be incurred in placing the utility underground currently. Hardship is identified as a technological difficulty associated with the facility or with the property or the cost; 3) The undergrounding may be deferred if in the Public Works Director's opinion, the hardship is deemed to outweigh the benefit of the underground installation or the PLANNING DIVISION COMMENTS DATE: May 13, 1997 PROJECT NAME: Proposed Hotel Development PLAN CHECK. NO.: D97-0128 ' ,• . . It appears that the main entrance to the house is off of 104th Place, therefore a 20 foot front yard setback is required to the first floor of the house and a 30 foot setback to the second.floor. The house placement must be changed to meet the front setbacks without moving into the required setbacks on the other sides. The second front would be the side facing 47th Avenue and requires a 10 foot setback to the first floor and a 15 foot setback to the second floor. The required 5 foot side yard setbacks on the other sides have also been met. Contact Nora Gierloff at (206) 431-3670 if you have any questions regarding the following comments. May 13, 1997 Mr. Brian McCammant 6415 West Tapps Highway Bonney Lake, Washington 98390 Dear Mr. McCammant: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97-0128 McCammant Homes 4710 S 104 P1 (Lot A) This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 16, 1997, was re-reviewed at the May 13, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431-3672. Sincerely, 146-q '- Kelcie J. Peterson Permit Coordinator File: D97-0128 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 k r CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 5 97 PLAN CHECK/PERMIT NUMBER: 1)9 PROJECT NAME: Mc Hine" 1007 A PROJECT ADDRESS: 4/ AV 5 + 5 1O4 PI .Lot A CONTACT PERSON: 7, iQn M Cr. mP1Cff7 f PHONE: REVISION SUMMARY: .- et)1 r 5ed SI le ftr SHEET NUMBER(S) RECEIVED CITY OF TUKWILA "Cloud" or highlight all areas of revisions and date revisions. MAY - 9991 SUBMITTED TO: PER r ENTER G CITY USE ONLY Bldg. Planning Flre' Public Works 3/19/96 May 5, 1997 Mr. Brian McCammant McCammant Homes 6415 West Tapps Highway Bonney Lake, Washington 98390 Dear Mr. McCammant: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: Development Permit Application Number D97 -0128 NOTICE OF INCOMPLETE APPLICATION McCammant Homes Inc. 47AvS &S104P1 -LotA John W Rants, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 16, 1997 was determined to be incomplete. Before your permit application can begin the plan review process the enclosed requirements from the Public Works Department must be met. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3672. Sincerel Kelcie J. Peterson Permit Coordinator Enclosure File: D97 -0128 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 J DATE: PLAN CHECK NO.:D97 -0128 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS April 21, 1997 PROJECT NAME: McCammant Homes - Lot A PLAN REVIEWER: Public Works has deemed the application to be incomplete as submitted. The following items must be addressed to complete permit processing. Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) Building site plans and utility plans are to be combined. 2) Show how all utilities will connect to the existing system. This shall include water, sewer, and storm drain (including roof and foundation drains). Information on all utilities shall be provided, including pipe material, size of pipe, and slope of pipe. 3) Show dimensions of driveway. In addition, Public Works is requesting the following information in order to expedite permit application processing time. 1) A copy of the short plat shall be submitted to Public Works. 2) A topographic map shall be submitted for the property. 3) Specify all easements located on the property and maintenance agreements (if applicable). 4) Show location and specify size of water meter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 DATE: PLAN CHECK NO.:D97 -0128 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director April 21, 1997 PROJECT NAME: McCammant Homes - Lot A PLAN REVIEWER: Public Works has deemed the application to be incomplete as submitted. The following items must be addressed to complete permit processing. Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) Building site plans and utility plans are to be combined. 2) Show how all utilities will connect to the existing system. This shall include water, sewer, and storm drain (including roof and foundation drains). Information on all utilities shall be provided, including pipe material, size of pipe, and slope of pipe. 3) Show dimensions of driveway. PUBLIC WORKS DEPARTMENT COMMENTS In addition, Public Works is requesting the following information in order to expedite permit application processing time. 1) A copy of the short plat shall be submitted to Public Works. 2) A topographic map shall be submitted for the property. 3) Specify all easements located on the property and maintenance agreements (if applicable). 4) Show location and specify size of water meter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 '. N+Y044.ilt+rn0irV,irr...,10414f t Y: E41d.'u Yr Xr:474 4,114 new+tuw.rwrn- Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type) KI NG CGVATI' Owner's Name Te„ ty �� / (Last, First, Middle Initial Property Tax I.D. Number 541 'O " Q (Q Property Legal Address: Subdivision Name Subdiv. # Lot # /4 Block # Building Name (it applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) Owner's Phone Number ( ) 7 Y 3 / 7 Pct Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (If different from above) City or Sewer District Date of Connection: .YYY,v.�M•W�.t��.ne:. Kai. Ywlwt. wKtvn-% it.Y`MA�Yr.AtYM'.fYa':t'wYY."e VeM.. Nn. .'.M.w.w.r....nwuv�adwetwr�l�Yr Side Sewer Permit # Residential Customer Equivalent (RCE) Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Piex (0.8 RCE per unit) ❑ 4 -Piex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 1,certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date " �T 1057 fnev. 11/£161 1.0 1.6 2.4 3.2 White - Kind County Yellow- Lnral Snwnr Anrnrl, Pink - Ce,uer Lx1� - il;FOO'King':Coun ty use Print Name of Owner /Representative • • • . • • • • • . • • ":• i■ • • 7, •• ...• • .n017 - •:•.. • • . . • , • ,. • • • • " • :'.•11;:?■ST:.....:. • 4 • • • . RECEIVED CITY OP TUKWILA APR 1 6 1997 PERMIT. CENTER • • a O u. •� • •• ••••,•••.•••••••!?,....? • %V � I. •. . ; . C jT11 • � s• .?•a•.•••c... ••.. •I'• • �� • I • •'• • • . • • •• ) I . WC • �• ill C..4! • - v - 0 Pme Oh. } (0 S 3 • • - a• •�• i • • . . • •• • . • • ,'• • .t4 te. • * • 111'' • • - : • : • • - 11 / •.&• DY . fe 04/19 02 , .iiI, .0 2 'Ist ‘t•'• ,••• • - ,• - litl• RE ONST •• •CONTLI•q7.:•GENERA . • , .• :•• E D S TER Ato. •••• • • '::.• • , REG IS T RAT I ON ' • • .; • . .„ • . ,;•": . : •••. . t. . '" .%i•:•••! 1 PADDY Dc.:-03-.3QD , .;11 /11 /19 9 • •, • . t • •• 1 • - • •• •• 1, I • • , 01 ONS TRuc rr ION - . • , ,..; •••• •• . • B URN WA 8 , •• • ' :;1;:"0".,"."• .• f • ••." • . ' •. • r . .7 t i•-•••—••••••"" r - t - 7 - •rr• - ••••7 „ • ., . 3a Li . „ • • OR . AND ,, .. • • 6 1- Olken 8ri3p Coda -1 ladbe,l 1444 2. ACI 711341B,idrw Cade Raciresnents For Rateed Canna. d- Sraeoe Sang Tie Caracas Canty. 4. Truss Jaffa Cnepa llon Dap.tewrel_ 1 Urtnna Ware Cade Exp. R MM.d 2 ease Wind Speed. SO apt 2. Sara - per Unarm Bdlti,p Cede Zeno 3.1.1.0 1 Root Lad 41.25 pd LL•2S per (sees) 4. Row Lad- 4.• SO rod LL•46 pd S bsatuW -0L 10 pd U. VD pa R Sad - 111W pd Nowak b•rts pawawarrsq - 30 pd paoM pars ef wawa tasril 1 eealp le aw3relM sat v/ asnpadad NOES Medied Pewee 2 Baia el weeder heft. Owl be Td rh blowerdde Saha gado J Dacha ate MIA a lee &wily mewed few of ago. assemble and debris 4. De awe bothers sex yega.i awl Inter devafig we bobs& pr*4ee /. !2.2500 Dal sin 5 acts or o net Pr ado laid d caeoeate and • arobar e at 634 wins &wefts pr94lb. seat et mewl. 2 ,eeia"ee seed ...We e b 1-1?_ bleAnea tip s A'. .]. N aaen., n aal+T ewe eve shat be pawl le • arn.nb paw raw - s apposed by designer pier Mpains area. • Veen. .. d atdeYas be perigee, t 1. Unless allswas Ma.desebang aft&flat afar. 40 Saartoed Rain meeedeee vale ASTM Spaosafon A 4715 - d fhb sine Wean an Me drain. 2_ Lap a@ fpices ll ar Srnei"s or YS welsaa rare earlobe din 1 Previda seas an (32 die) le by hebeed seat et canon end beer inns In bangs CONCRETE C OVER FOR FtErSORL gTUj - 1. teems noted one ewe, came. Satyr shot...Sa.s. Faaays maid against wed gemmed! expand to swift Feared ewes exposed es env. Webs era easel Werke bee MUM Unless soled dieafee,at\ meter led be vex tBaer: Bas a healers Pas Roes Jules OF-4.. n Debater OF-142 or bear 6 L n es beir qq�t :b • 1250 PSG ♦1 .12'30 PSr 1=o TO ler I. AS "t -Lehr tln hied. 2. N grades eel oaken n -YAMPA One, Rams Far Walrn Lumbar. ]. Bat heeds rd rb bee`bg egsirst sad slat be pealed aria lends.& a". eaters 4- ar.++.e bas e be A-307. E Made eats Mb comae Set be so - oar ...prw see pet ilBC. 6. N send in contact via omen a dot be pnssaaa tmrs+ 7. \lniroars Rages le de Saran or apo.ed` rest 5. N reek chat be manes sirs rat (i.d taweed seal bars Scapa Fin eMcard. area pade ternbe s a 24F-V4 (Fin • 2.420 stale foe &epee saes wail 24F.115 for earior and ea6eoew specs. 2 G10 shell be casein nth nerd eh6br- . 3. Sam be e be free of mesa& bobbegrfea VTdiss sit. 4 /OTC sloop ed wllicefn wgrbed. IMPAMELAIAMPsintgra 1. Lanneeed weer lanbaby Truss Joist Carp_ Qi6oveL: demo ndalar 4800 pa. 2 Fr by lasded napie member breve.Irsen sit two doers of tea tae ii :- .& Lee tree nese, Weeds far below aria dept. of 14 sure. Sty lierwrw4.n.lwonnes toe side Waled wafters. - 9. Ped. Yssfryrfted sopped. twig pain. A . Ds eat cut rweft newt -- 1. ps.wde dead, mein under air mania pram rot l a ma ear sae e. - sn host ra an 2 Parer 3e4 wed rwri.p p2116, waled b far Swag seesaw ern Kai oswr.n Me s.. 66 exec. &rfappertod edges end me Its ecd Ink.. mops., Woes a Apply tar red W.ltg {244 ewe roar maid b eeeess r news .l, : Id conve airs ads r6 ow Pts4porta edges and et 17 ar a idetr sagas a mss :r. pawn 4- Mang el Hadar edges Is net agnteae ewe ea plied �dJFAGTt1RED Nt)OD TRLl38E6: 1. Tmasses dry be designed and fsbrcaad n accsderes an 1,. speacolorw for Light Mead title fit Wen Tr wean 2 N asses lea be Migae and streyea by • praeamsd oagb.er brood Ire en Mae ar Moddgwe 3 Ma sss lea be peed talon tee wryly Fir-Lear iiww -Fir. • N esrdarica ma.ewa 6.111 be UDC appro... :.. aaoat s d.ri. end eWeGar ar.ir,ga stomp.& by a beer d aMicr d r ease breowes sfp.eeentsaw toe PM.. and Baiali9 Deprwerd yearn 1914 1. N munnlon flex asdoem s#h Ore Unarm sudsy Code (t Cl 44111t Sdtim. 2 1'lao mama Sia Ca nieppasa a ins a nay praise wet Oo enema. taredepas adw'Pwecw or picadores regard le anon. h opal &sor 3 The aroma Mal vasty ae menses and at orals . r pb site inde•ievg balding g end sae amain* Wen eornmeneag awl end be trepan to w acne 4 The nenbecior wee provide eernpor.ry 4sNrg as breeiad a wad al perr.marera hereig rd mwaceurs Ion been bataeed. S. Ts lees Wet aerlire . arty, h budding departed... Y pesive end erg cane , l roared banana. f. wrs/soM drweiys. ter: only err.. drnreicra. 7. vrteaew and wedreaawa b west dean on these Leal. shat ace by vaned as rhataanbarsfht Inn re dudgeon es engineer. (� ) ' -c7 t3 _ Fes. E+CTE �toZ P/�.>`1EL - l sIcS �/ NI a sJ_ PL`fi,youoO - ta o1.t� �tpE r �° Cwe1 Q�c L tPG7 O Z -gU 18m� A.8-P. '- 1'3la" t-- a , �L�woop To c' Set€ • � 2- - t$•ce AJGN 052-5 ® 2 S ?mo Ji. r3 .P. S (a • .f_ 3•00 ��ca -ta ® �} -G S.T? t :T1 coP__ 'Ar' J�Yz { 'YIZcC� 'a Bo'TN S'O LS a ()O (2QL L �� 111O021 -JOBT 1. Asia b► TasJWeb t:4 or manna woad 2- isle to be woad In AOtwMa eYA Lee pie wormy Vwerdes_ ors s..anps ed .etdWGw aeenesart 7. CerobsefesNi brysndhdadyi Ord w reel pftsid 4_ Pewide swam Slam riYWeteng ried tag twee bedded. t. Wes sd dw/ig fatey wad rrJws stet to as denied on Ow ro.wr2e sod wed . en be _ . - N 1 easier ma Wtl be -. ”Ads. APN.11 w a�a a _ ___ cow more of l ee f• 0. 2 pro). AC'S l (J c 1 L N erase drat Ir.e ... . ti sap ., end vMran lens' sewge ti SE, Ode_ the r. _ .... YcTA24eesx.seea. :;e t�EY on! � 41S t�A6F" FOUNDATION NOTES: 2 1 ' - e" 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSUMED SOIL BEARING CAPACITY TO BE 2000 P.S.F. 2 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4210 OF f2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA x8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT, 5. SOLID BLOCK AT ALL POIN LOADS FROM ABOVE. 6. SOLID BLOCK OR BRIDGE kr MID-SPAN OF ALL ROORSJOISTS WITH SPANS GREATERTHAN • ,7. FLOOR JOISTS SHOULD BE SUPPORTED LATER - ALLY AT EACH END AND AT EACH SUPPORT, BY SOLID ()LOCKING OR BY ANOTHER APPROVED METHOD. ' 8. PROVIDE MINIMUM 18' -24' CRAWL ACCESS. 9. PROVIDE CRAWL SPACE VENT) ATION PER UBC. le "x IS " Y IS" ce,4 . PAos {3- PLACES) rZ 1 /4 " =1' -0" 4' o REVISIONS / e" CONC. Fo4 WALL (TYPICAL) e'- 3" g. o. FOUNDATION PLAN NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR E'= PROVAL OF TUKWILA BUILDING DIVISIGI ?. t REVISIONS VALL REQUIRE A NEW PLAN suB^tirrgL l A!a� MAY INCLUDE ADOtItoN% PLAN REVIEW FEES. Ito',, S CO.T. COMC. FT6 - (TYPICAL) 2Z -7" 8' - R R:rf_ _ : - r....t ..:..Flan Ch__., to cm: a and omissions c.-.'1 npl_.. cf plans doe,. not authorise the violation cf adopted code or °MINIM IYoflpt of contractor's copy a apposed D!A INIMededoot Date Permit No. FILE COPY nq - 01 a<A SEPARATE PERMIT RE9UIRED FOR: IJ MECHANICAL IBEELECTRICAL L7 PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION N cttSa2. tt tst.tLATioft 'Bt2eAK /3 • cto e.LLI N& SLAB. tDN To pt= Yr,tYAF -M N TZe-Qt1tReD CRY OF Tuit1'7iLA M Attu 2 1 19 ij. A'S tau.' :IiS� ECEIVED clTr R t>F rulcwluL JUN 201997 PERMIT CENTER EVER' EFFORT RAS REDS WIPE 10 BOWIE PEE AORPM(T Or 71ESE DOG11.E"R eeO.,EV EFSZi. T1E PESm ol6eam 6 M ca STTUC T PRXIR 7 ro A LL DaExSU6 ND arnacTaeE .nton L9e7 oIze REVISIONS GSD-- 316 -H294 . _ I 1 m B'- io 7 r ___ - L I _ I N I I o 1 6 e ' I �_ - -_ - - ,. SO ,e 30 " ea i 'CONIC .iALS (2- /LACES) ^' / -A SA S EA.''AY i / 7 7 I 1 1 I I - r °� i 1 " '--- ( - 1 �� - - I I 4- I COM i I . S LAB - ACT 3. ,- cry u_ 4' VAPOR BARRIO `1 OVER O ND GRAVEL BASES WE 3' TO I 1 II Gm I , ���- -- tit --- L_ L -J 11 _ x u,". to'CGMC. PA 124 1 t 3- PLACES) w/ 3-#4 BAKS EA. WAY ' • a I 0 I fo " x 8 "COAT. w GONG FT6. II' I" il'-10 J 1 3 LSt ' I I I 5 ' II " 1161 , O I I I J _ __ 1 1 1 I I ( __J L_ 1 T I STEP FOUNDATION I LL _ _ 1 1 `�THILKEN EDGE or I I 5L 4. A6 ^ er 6 1- Olken 8ri3p Coda -1 ladbe,l 1444 2. ACI 711341B,idrw Cade Raciresnents For Rateed Canna. d- Sraeoe Sang Tie Caracas Canty. 4. Truss Jaffa Cnepa llon Dap.tewrel_ 1 Urtnna Ware Cade Exp. R MM.d 2 ease Wind Speed. SO apt 2. Sara - per Unarm Bdlti,p Cede Zeno 3.1.1.0 1 Root Lad 41.25 pd LL•2S per (sees) 4. Row Lad- 4.• SO rod LL•46 pd S bsatuW -0L 10 pd U. VD pa R Sad - 111W pd Nowak b•rts pawawarrsq - 30 pd paoM pars ef wawa tasril 1 eealp le aw3relM sat v/ asnpadad NOES Medied Pewee 2 Baia el weeder heft. Owl be Td rh blowerdde Saha gado J Dacha ate MIA a lee &wily mewed few of ago. assemble and debris 4. De awe bothers sex yega.i awl Inter devafig we bobs& pr*4ee /. !2.2500 Dal sin 5 acts or o net Pr ado laid d caeoeate and • arobar e at 634 wins &wefts pr94lb. seat et mewl. 2 ,eeia"ee seed ...We e b 1-1?_ bleAnea tip s A'. .]. N aaen., n aal+T ewe eve shat be pawl le • arn.nb paw raw - s apposed by designer pier Mpains area. • Veen. .. d atdeYas be perigee, t 1. Unless allswas Ma.desebang aft&flat afar. 40 Saartoed Rain meeedeee vale ASTM Spaosafon A 4715 - d fhb sine Wean an Me drain. 2_ Lap a@ fpices ll ar Srnei"s or YS welsaa rare earlobe din 1 Previda seas an (32 die) le by hebeed seat et canon end beer inns In bangs CONCRETE C OVER FOR FtErSORL gTUj - 1. teems noted one ewe, came. Satyr shot...Sa.s. Faaays maid against wed gemmed! expand to swift Feared ewes exposed es env. Webs era easel Werke bee MUM Unless soled dieafee,at\ meter led be vex tBaer: Bas a healers Pas Roes Jules OF-4.. n Debater OF-142 or bear 6 L n es beir qq�t :b • 1250 PSG ♦1 .12'30 PSr 1=o TO ler I. AS "t -Lehr tln hied. 2. N grades eel oaken n -YAMPA One, Rams Far Walrn Lumbar. ]. Bat heeds rd rb bee`bg egsirst sad slat be pealed aria lends.& a". eaters 4- ar.++.e bas e be A-307. E Made eats Mb comae Set be so - oar ...prw see pet ilBC. 6. N send in contact via omen a dot be pnssaaa tmrs+ 7. \lniroars Rages le de Saran or apo.ed` rest 5. N reek chat be manes sirs rat (i.d taweed seal bars Scapa Fin eMcard. area pade ternbe s a 24F-V4 (Fin • 2.420 stale foe &epee saes wail 24F.115 for earior and ea6eoew specs. 2 G10 shell be casein nth nerd eh6br- . 3. Sam be e be free of mesa& bobbegrfea VTdiss sit. 4 /OTC sloop ed wllicefn wgrbed. IMPAMELAIAMPsintgra 1. Lanneeed weer lanbaby Truss Joist Carp_ Qi6oveL: demo ndalar 4800 pa. 2 Fr by lasded napie member breve.Irsen sit two doers of tea tae ii :- .& Lee tree nese, Weeds far below aria dept. of 14 sure. Sty lierwrw4.n.lwonnes toe side Waled wafters. - 9. Ped. Yssfryrfted sopped. twig pain. A . Ds eat cut rweft newt -- 1. ps.wde dead, mein under air mania pram rot l a ma ear sae e. - sn host ra an 2 Parer 3e4 wed rwri.p p2116, waled b far Swag seesaw ern Kai oswr.n Me s.. 66 exec. &rfappertod edges end me Its ecd Ink.. mops., Woes a Apply tar red W.ltg {244 ewe roar maid b eeeess r news .l, : Id conve airs ads r6 ow Pts4porta edges and et 17 ar a idetr sagas a mss :r. pawn 4- Mang el Hadar edges Is net agnteae ewe ea plied �dJFAGTt1RED Nt)OD TRLl38E6: 1. Tmasses dry be designed and fsbrcaad n accsderes an 1,. speacolorw for Light Mead title fit Wen Tr wean 2 N asses lea be Migae and streyea by • praeamsd oagb.er brood Ire en Mae ar Moddgwe 3 Ma sss lea be peed talon tee wryly Fir-Lear iiww -Fir. • N esrdarica ma.ewa 6.111 be UDC appro... :.. aaoat s d.ri. end eWeGar ar.ir,ga stomp.& by a beer d aMicr d r ease breowes sfp.eeentsaw toe PM.. and Baiali9 Deprwerd yearn 1914 1. N munnlon flex asdoem s#h Ore Unarm sudsy Code (t Cl 44111t Sdtim. 2 1'lao mama Sia Ca nieppasa a ins a nay praise wet Oo enema. taredepas adw'Pwecw or picadores regard le anon. h opal &sor 3 The aroma Mal vasty ae menses and at orals . r pb site inde•ievg balding g end sae amain* Wen eornmeneag awl end be trepan to w acne 4 The nenbecior wee provide eernpor.ry 4sNrg as breeiad a wad al perr.marera hereig rd mwaceurs Ion been bataeed. S. Ts lees Wet aerlire . arty, h budding departed... Y pesive end erg cane , l roared banana. f. wrs/soM drweiys. ter: only err.. drnreicra. 7. vrteaew and wedreaawa b west dean on these Leal. shat ace by vaned as rhataanbarsfht Inn re dudgeon es engineer. (� ) ' -c7 t3 _ Fes. E+CTE �toZ P/�.>`1EL - l sIcS �/ NI a sJ_ PL`fi,youoO - ta o1.t� �tpE r �° Cwe1 Q�c L tPG7 O Z -gU 18m� A.8-P. '- 1'3la" t-- a , �L�woop To c' Set€ • � 2- - t$•ce AJGN 052-5 ® 2 S ?mo Ji. r3 .P. S (a • .f_ 3•00 ��ca -ta ® �} -G S.T? t :T1 coP__ 'Ar' J�Yz { 'YIZcC� 'a Bo'TN S'O LS a ()O (2QL L �� 111O021 -JOBT 1. Asia b► TasJWeb t:4 or manna woad 2- isle to be woad In AOtwMa eYA Lee pie wormy Vwerdes_ ors s..anps ed .etdWGw aeenesart 7. CerobsefesNi brysndhdadyi Ord w reel pftsid 4_ Pewide swam Slam riYWeteng ried tag twee bedded. t. Wes sd dw/ig fatey wad rrJws stet to as denied on Ow ro.wr2e sod wed . en be _ . - N 1 easier ma Wtl be -. ”Ads. APN.11 w a�a a _ ___ cow more of l ee f• 0. 2 pro). AC'S l (J c 1 L N erase drat Ir.e ... . ti sap ., end vMran lens' sewge ti SE, Ode_ the r. _ .... YcTA24eesx.seea. :;e t�EY on! � 41S t�A6F" FOUNDATION NOTES: 2 1 ' - e" 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSUMED SOIL BEARING CAPACITY TO BE 2000 P.S.F. 2 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4210 OF f2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA x8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT, 5. SOLID BLOCK AT ALL POIN LOADS FROM ABOVE. 6. SOLID BLOCK OR BRIDGE kr MID-SPAN OF ALL ROORSJOISTS WITH SPANS GREATERTHAN • ,7. FLOOR JOISTS SHOULD BE SUPPORTED LATER - ALLY AT EACH END AND AT EACH SUPPORT, BY SOLID ()LOCKING OR BY ANOTHER APPROVED METHOD. ' 8. PROVIDE MINIMUM 18' -24' CRAWL ACCESS. 9. PROVIDE CRAWL SPACE VENT) ATION PER UBC. le "x IS " Y IS" ce,4 . PAos {3- PLACES) rZ 1 /4 " =1' -0" 4' o REVISIONS / e" CONC. Fo4 WALL (TYPICAL) e'- 3" g. o. FOUNDATION PLAN NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR E'= PROVAL OF TUKWILA BUILDING DIVISIGI ?. t REVISIONS VALL REQUIRE A NEW PLAN suB^tirrgL l A!a� MAY INCLUDE ADOtItoN% PLAN REVIEW FEES. Ito',, S CO.T. COMC. FT6 - (TYPICAL) 2Z -7" 8' - R R:rf_ _ : - r....t ..:..Flan Ch__., to cm: a and omissions c.-.'1 npl_.. cf plans doe,. not authorise the violation cf adopted code or °MINIM IYoflpt of contractor's copy a apposed D!A INIMededoot Date Permit No. FILE COPY nq - 01 a<A SEPARATE PERMIT RE9UIRED FOR: IJ MECHANICAL IBEELECTRICAL L7 PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION N cttSa2. tt tst.tLATioft 'Bt2eAK /3 • cto e.LLI N& SLAB. tDN To pt= Yr,tYAF -M N TZe-Qt1tReD CRY OF Tuit1'7iLA M Attu 2 1 19 ij. A'S tau.' :IiS� ECEIVED clTr R t>F rulcwluL JUN 201997 PERMIT CENTER EVER' EFFORT RAS REDS WIPE 10 BOWIE PEE AORPM(T Or 71ESE DOG11.E"R eeO.,EV EFSZi. T1E PESm ol6eam 6 M ca STTUC T PRXIR 7 ro A LL DaExSU6 ND arnacTaeE .nton L9e7 oIze REVISIONS GSD-- 316 -H294 I l N ,I I I I F = � c : ° XoX— . 0r IL c' - 0118 21 o' 1." c ° H.S. �3 H C cam' HOB FssSR, AT t1 -4SftF c,. � /c I r� NFINISHED BASEMENT i P— — - EL —wEE� c 4 A6 . ,q y9 - AF�.M SPACE - TO BE s �6utA E.D -' (' -1C) 1 �IAFbR _ _ _ _ _ USE 5/8" TYPE "X" GWR ON AL L WARM AND "STRUCTURAL WALLS. 2 =,.-,----. - - LAYERS 5/8" TYPE "X" ON CEILINGS. if - ' 1NSnau 5 6. 1, W ALL L . A LE f WRAP ALL EXPOSED POSTS AND BEAMS IN I8" TYPE "X" GWB. I I I I# r' u>0..: t - r — `it-L. S Z5 r� �:3 °,� Ls. 1 11 jI I I (LUa(lh Guli�+'a) , j � , o KDZ ` J__L -_ _ S' "�' � ` % 5bL'D SCALE 1/4 ":1' -O" — — — were Deoll \ 41' POs .. , va. wry rf u ,. n LOWER FLOOR PLAN L3''D I 1.i 5 7 ° 3 - FN-54 II I I II GARAGE 0 1 11) 1 if 0rri`� B+R1 KITCHEN DINING �. LIVING 4.8 E TRY i POOCH `c: S.oc 0.0 5 14 BEDRO "M - 3 C " <8" 1 b MSTR. BDRM. a co "-S" FAD P- DROOM -2 e .4lo1 has 6- :n Alm to ensue R.s tscet;ncy of 11.. dhaswnps. ro.o l�Qrn,c.n, I1- 04.14 casrknea nwtl Cli ^Ck Ord � yo I c -Q 9 ♦ GENERAL NOTES: tQg`E 1. ALL WORK TO BE IN CONFORMANCE WITH MI6 UBC. 2. VENT ALL EXI IAUST FANS, DRYER VENTS AND RANGES TD OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 70" ABOVE DRAIN INLET. 6. SHOWER TO BE LIMITED TO MAXIMUM G.P.M. FLOW. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN' OF A DOOR 00 WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TD BE PER UBC CHAPTER 34. Ll)IT6114 A 24.1E1C11 kW- of O F.R. ECTIC►L R ON £O6E. arnLe. vav ON A .055 13W po51TRM SCALE 1/4":1'-0" 4. 4 r MAIN FLOOR PLAN MAIN FLOOR....1454 S.F. LOWER FLOOR 578 S.F. TOTAL 2032 S.F. GLAZING 258 S.F. - 12.7% of floor area � f �l 0 4 q COPYRIGHT 1991 NORTHWEST HOME DESIGNING INC. 0 � _ G m1 r CITY OF TUKWILA APPRO`JLD AUG 2 1 1957 AS talED R OFTUK Kw cm of Tuiu N 2 0 1997 PERMIT CENTER z W 0 z 8 N 8 CHECKED DRAWN BY DESIGN SM - 220 SHEET NUMBER 2 2 OF 5 )1:1 hil I T II I 1 1 ' I I i 1 II 1 tv t 1 .i II , I �l, v ✓ Ii 1,1 - N-1-si { ! , - 0 11 SCALE 1 /4 ":1' -0" it 1 it �2 -?J UPPER FLOOR FRAME PLAN FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF N2 UNLESS NOTED OTHERWISE. 3 SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. tv Lo t>� Jols�r t crlre wI ds cR, k5 a '. t 4t11-Cfr1 d l 5 6 ROOF FRAME PLAN SCALE 1/4 " :1' -0" • ROOF FRAME NOTES: 1. ALL HEADERS TO BF 6 x 8 DF p2 UNLESS NOTED OTHERWISE. 2. ALL TRUSS. SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS_ 3. NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22" x30" WITH MINIMUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC 3205. c4 !fl,nt) l,c,kcof5 c ° "L c 1Y1°ILa� Pr '•�' -) f �::: '2j'i7 CITY OF TUKWILA APPROVED AUG 2 1 1997 ns r4OTI:D REIVED CITY CE OF TUKWILA JUN 2 0 1997 PERMIT CENTER )A TU ILA 0 z W O Z 3 O DESIGN CHECKED DRAWN BY Jr1 SM -220 SHEET HUMBER 3 3 ,O F 5 av No II 1 , I I I r � I . 1 II II II I I l ` - - -- "1 -I1 I - - I J -III_ I 'OE II La } 1 Y 1 r � r � 1 11 :, � —I I l i I I 1 J_ _I 1 I 1 \.'1 r 2,4 CV/E-- , _ .y I I i T- - ix 1 l I 12-1 -- 1 I i - 1 17- ` 1 r • \ 1 J , +J ,Il _,h A_ _I„ 1 mil J1 i_ lIl 1 2,t1-. 4-. Nr in 04E 1 L— 1 1 >- rr I - +- - 4- T II I 1 1 ' I I i 1 II 1 tv t 1 .i II , I �l, v ✓ Ii 1,1 - N-1-si { ! , - 0 11 SCALE 1 /4 ":1' -0" it 1 it �2 -?J UPPER FLOOR FRAME PLAN FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF N2 UNLESS NOTED OTHERWISE. 3 SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. tv Lo t>� Jols�r t crlre wI ds cR, k5 a '. t 4t11-Cfr1 d l 5 6 ROOF FRAME PLAN SCALE 1/4 " :1' -0" • ROOF FRAME NOTES: 1. ALL HEADERS TO BF 6 x 8 DF p2 UNLESS NOTED OTHERWISE. 2. ALL TRUSS. SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS_ 3. NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22" x30" WITH MINIMUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC 3205. c4 !fl,nt) l,c,kcof5 c ° "L c 1Y1°ILa� Pr '•�' -) f �::: '2j'i7 CITY OF TUKWILA APPROVED AUG 2 1 1997 ns r4OTI:D REIVED CITY CE OF TUKWILA JUN 2 0 1997 PERMIT CENTER )A TU ILA 0 z W O Z 3 O DESIGN CHECKED DRAWN BY Jr1 SM -220 SHEET HUMBER 3 3 ,O F 5 46 Hl&H HANDRAIL - AS NEI"WIMP PER Ybc R. ToP RAIL I S OA. 4102_ O F 18.4.LU TERS 2. 2 eALU4TERs SPACED PER *q�q�.;4 t*e. 1.4 444, CEP pEGK1NG 2.4 &OTToM RAIL 4/4 12 SXIRT60✓.RP 4 ■lo MA'S •• 4.4 /o9 I.SAAPSOM ace 44 CEMVSJ AMD =44 COLUh{N CAPS (OR EQUAL T4 eEAM PROYIVE MIN. I" NINTH OM is :?. s TNICK GONG. /AD. MUST E.XTENP MIN. 12 SaLOW &s APPROVED TRUS5E8 2•" c'. c. 349 INSULATION t -Zx 12'S I TYPICAL INTERIOR WALL: L- Zx4 TOP RATES Z. 4 STUDS e 114"O.c. 2. eoTTOM hATE ,/2 6we EA. SIDE OPTIONAL WOOD RAILING HDR 4-z tQKr�S S�AeED 50. Tw/ T ac R t£ ZF C _ P,. "TT+RLS PECK J4R414 Q If, 0.e. 3tM90.0N 140140 .b1s1- HAM&ERS -oft EQUAL 34 V F.Mt LEDGE w/ 1 /2 "0 A. BOLTS Z4" O.C. 4TA6GERED 2.4.4 P.T. rLATE. WJ"� A.eOLTS t S -O f /6 O. *4 MRS a 444 20.124 de c. HORIZ. BITUMINOUS CMTI146 4 " PERP. P12.Afl4 Ti Ls W / &RAVEL FILL 2.- M 4 CONTINUOUS 6A2 " - 6 o 0.0. H P12. TYPICAL EXTERIOR WALL: 2 -1n 0, TOP PLATES 2x6 41 W5 a Ita "ac• IJa" awe PLYWOOD SHEATHINIi 14 BLOB, PELT ExTER toot SIDING Fee TI-AN y 244 b TFTOM PLATE /F �' 1� tiLI.AL't- I.IJJL 3/4 t 4 m PLtWO. 6uBa:.00R 1 N YsLUE ANC NAIL tx 12 !FLOOR Jo,514 ti I 6 • ' Lxta RIM Jo14T 1/2"8W6-- i 2r4 PLATES 244 $T1/04 Q iO�dc 1ft" taws 2-19 11.1413LA'TION 14 TR.PLATr ExMNSION JOINT (TYPO COPAL. 24..14.3 Pee iouNOWTION PLAN 2. lo SoLIP 3/8 " =1' -0" I•EAMS (PER -PLAN) 2. 4 LED622 2+• TREADS OR. 4/4 PLYWP. I /Z "PLYWP. RISER 6PS. 3 -Zx.IZ STAIR STRINGERS PEE-SET 7.0. TOE PLATE 4" CONC. SLAB W/6 MIL.-VAPOR BARRIER OVER 4• COMPACT SAND AND GRAVEL BASE TYPICAL BUILDING SECTION ROOFING TO BE 2351 COMPOSITION SHINGLE WITH 15t FELT OR WOOL? SHINGLES it T.T.W. WITH 30A INTERWOVEN FELT. SHEATHING TO BE W24/0 PLYWOOD FULLY BLOCKED WITH APPROVED CLIPS (CCX WHERE EXPOSED / OR tai SPACED FOR SHAKES. (MAXIMUM 41. ALL ROOF FLASHINGS TORE MIN. 22 GAUGE GALVA- NIZED STEEL ALL GLAZSiGTOSE04COAPU .- ACE WTTHT1 ' EST WASHINGTON STATE ENF tt3Y CODE l on 4 4 Woop SHINGLES Iri t•ELT IJ2 SHEATHING 4. 4 BARS •! 18 VERT *4 BARS t2 "o.c. HoR)Z. APPLOVEP INSULATION BAFFLE NOR I" MIN. AIIC SPACE - SIMPSOIJ N -I SEKMIG TEES (of EBWL AT EVERY TRUSS ix ''ENT EAVE A OGKING App2oISEDTIES W /SLREEN HOLES EACH Tj[i1I D 'TQt)55 IJN{CiS EN&INEE TtwutcE) -Tv At) OT14EEto1SE, 7/4 4 4 FASCIA wJ CONTINUOUS GU TTEER 3 4' T.>♦6. RYWO. SOSFLOOR tiOT GLUE AND NAIL 2: .JOISTS 14' L. STU6 BARS 1141 Conic. SLAB /B "O. c. 4" conic. S LA /I BITUMINOUS COATING 2 - * 4 MRS cONT. STAIR NOTES: • STRINGERS TO BE FIREBLOCKED ATBOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE r. • MINIMUM RUN TO BE 9'. • MINIMUM HEAD HEIGHT TO BE 6'F. • M INIMUM STAIR WIDTH TO BE 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 28 OFF TREAD NOSING AND MUST EXTEND BEYOND BOT- TOM TREAD. • PROVIDE GUARD RALS AT LANDINGS MINIMUM 36' HH6F1 WIMAX r CLEAR SPACING BETWEEN DIVIDERS. CITY OF WO LA, APPROVED AUG 2 1 1997 AS NN"UTED BUILD' ^ :G. RECEIVED cm oP Tuxwlla JUN 2 0 1997 PERMIT CENTER EMIT EFFORT NNEe®I MOE roBOW E 1pTHEEYKCURI Tas TEX 00011 "rt. OflAT'Et or ME ErnR:rulE MDR i 97 5 RMIT CE f REVISIONS S. a 1 I f • 0 ai LO a CA t V O GSD-810—H294 1 Plan No- 1555 S O F t: 2,at Dale: 12 -U -9E Soeu: 3/8"..1 5 61».11 /job No: Dcn— 01V3 E RIGHT LEFT x c,14, - 10 Nilki VV 6tr SCALE 1/4":1'-0" l*s IA O Gv-IT kir e iC t35,/et.., EXTERIOR ELZVATIONS /.0 p.m 1-pH .7 1;t 6 'r FRONT REAR — e Li r10 mi in [1L1 FILIM Uri e- 1.¢ ckt..42= 1.Ic CITY OF TUKWILA, APPROVED AUG 2 1 1997 AS NOTE) BULD 0173:ON CITY 1 „.1 a 2 0 1997 °EMIT CENTER u z uII 0 z CHECKED DRAWN BY DESIGN SM-220 SHEET NUMBER 4 4 OF 5 I_ ..,,,,, r TYPICAL LATERAL RESTRAINT PANELS'., ......,,. w . _ c. 7 41y.A lber , 41s 1JBtaf. • 7� Neat *14041W1144 TD uo - I AT *arc soul se-4.1' . _ __IJAI4 4}iskecr 1»Jtq 1D ate. -n.rro *' 4 11.47 -, r eoa- - 4 '' r n ovels c an IPW rt.orvs 4. valve, . _. ma-row 4. *rum. wr , b maw". r 4•ls TUPO ' ° - rx.o.K- Ws AT 41.1. r..4.161., _ . _ Nr ',. 1i ■ ( ►;I t,3.1 lit'i 11 Qua P i �i 1 r M. --4 / - o 467r r i — ( t,--- -- - 1 ; 0 '-• - - UV 1 71D csm.4e.feerre. :Cc0144aaroie. Wrn. - MIµ - i . 2_ -4=t....rbeIT('.roo. V'D �l .IY ..F G. 4t L9oo:_� : 71. e, A-a�rn (“An.. - L `414AIA7u 1a4. it oacu _ ` 1 i 4 .0 t = ,Is'fi Aaael+oe eovr W ' t 1 _MDa. 1 611699M01ff- 7:100 t7ed'Saar 'Ale / #r rourro ne+1 - rose - U6G - - - . = NOWT: 2110 MIV72e1.40 -- 24" TYPICAL LATERAL RESTI TAINT PANEL • 1f" TYPICAL LATERAL RESTRAINT PANEL OKA =lbw OWA TYPICAL CONTINUOUS FOOTING Y WINDOW -SHEAR STRAPING DETAIL V),&*-nmo o i d d oJ !t• i� W oui.& to J 1 It- = - y/s i � f�Waor7�lFiws7ilW : I� ,I - - - `I sr♦ir�,�yus _ & MIL VeriMr. l6se&I e FOOTING — TYPICAL arrsaovvoo 4IM17tw' - « ". JOI4T 14144 • P A.S. v steer Mimi Ut:' PMO1+i.POP . 4 %ma wove. Vows. 4 X - r4%1 • C? I7L° 4 -:-J0POIV• :FRIAN3 MJli1 _ 25' (1-tea . 'r 1..)0/ ) TRivp: i7 fo 1.41t74.400. ears0 K oe ov IUJ eoc 1 61NalEIED pµ. vc cool► rk.eVic ArPo =X J2i.-1 Jc +F y - -- z 1 Teenfr. ' i BECK TOi OE :CONNECTIOt " art �t71 ►�i; POST TO BEAM CONNiCTION 40 fist, We,*. J!: arm 7 R zG ease ru rra gA 1 a susrboAt QKL rrr. 1 5;0 ec, Aar, 1410 rye }rt0wi POS. ?><IeiM .>owr sx - Jowl 4m. 1{A444. M.MrYm Now" Nat rwi - Y1c a IM.100P iM 13. 4 •4944'T 4X4 10vr 444410.0 _ - le* Pour - ' MII.v6 R 4.liCnao. dF4ee , 1s _- 444 NO. 4•+L -- Mro 4 1GF01=OAr OF uo . - stwlpuE MDR 70 COWIS crvt - ,�� - 2>R• 's'TUD'r TYPICAL BRICK LEDGE • 1 u M \N(MUM tJh1�c — ss `QUALIFIED ".t- I611 , CITY OF TUICs'iILP AN 2 1 19 RECEIVED " CITY OF TUKWILA (,N 2 0 1997 PERMIT CENTER SEE SCHEMATIC FOR UTILITY LOCATIONS 180 NEW LOCA EX. 18' CMP LL EX. CB GE loi.bs I• 150.72 (e) IE 150.42 Cfx.I2') EXIST. 5' CHAN LINK FENCE SW W/ ED CURB ROLL 10' DRANAGE EASEMENT 6' DRANAGE EASEL NT ; - 6' WOOD It JCE L-5' CONC. SW W / ROLLE) CUKB PLAT ROAD SCALE H -30 v: r -5' 5 88 37' 30rE S 88 -38' ST E 310.31 310.44 10' DRANAGE EASEMENT NOTE, CON::!ECT NEW 8' MAIN TO EXIST. 12" MAIN W/ 12`. '-?'- 8" TEE PER CI OF TUKWILA STANDAK.7S PROFILE fn NE-W 55 STUB, TYP /--- NEW W M., TAP EXIST, 4; Tyr 511.1..E. sE1CVICF. 1 EXIST. HOUSE 8 D91-012,8 SCALE: r - 30' 0 5 6 30 60 ELEVATION DATJM PER EXETNG SANITARY SEWER -METRO- PLAN N0. 77 -240. LID 6661. LEGEND 1 EX. MSEU 4T Q NEW MOIVII IT O EX. UTUTY POLE ❑ynl EX. WATER METER • STOP SIGN d! PRNATE S f REE j SIGN ® NO PARKING SIGN ® EXIST. SAN. SEW EXIST. CB EXIST. CB TO BE REMOVED NEW FRE HYDRANT NEW SANITARY 51488 `Nfx-C °ttleKv..6 � Gmce- co spurt I, lb . +,VVN PROt'b.s;D VTILITY LOCAT SGH fATIG I 10' 55MI -4 I Cr WATEIC PKEGUI'E 80 NOTE. EXISTING VTILITIES SHOWN 13A3632 ON ISEST AVpILA6LE INFOKMATON. GOPi TKAOTOR- IS RESPON. For. LOCATING ALL E`XIE71N4 IJ1JLITIES PKIOrtTO CONSTKU.;,TI5H, WATOK 7E PIPING To 1815 CO- orDINA: n WITH Grx -sTON WATER. ASSc,.1AT.N, EXISTIN UTILITY LOCATION SCHEMATIC NTS. NOTE: CONTRACTOR SHALL VEREY ALL SANITARY SEWER 4 ' 1.TE* LOCATIONS PRIOR TO CONSTRUCTION. NOTE SANITARYSEWPR INSTALLATION SHALL CONFORM TO GIT`! OF TUKWILA PUF8LIG WORKS °.EWER COI- ISTRUCTION AND PEVEIL7PM STANGE6.DS. \,FIAT E2 SANITARY SEWER PLAN AND PROFILES m U V 1 SHEET NO. OF o s V: - 5' SCALE s & PROFILES 4 ° V:I "•5 N PLAN M O N O l it ' t t6" S SS svis4- � - 6' W WOOD FENCE /il NEW I R m C SCALE: r - 30' I � c RW RAP HEADWALL. TYP. p cua8. 0 ., 60 411 c IN► � �IN m c I S8 SANI'ARO SEWER P -METRO- \ 0 0 - - _ _ 9 ► - 6 ' v \ a a F F 6 • E LF 1 END W W/ [ EXIST. R ROLLED CURB / -- - -- EXIST. EXIST. DITCH -�. N. RIP RA' H HEADWALL. TYP 111111111111111H11 H C L I 2 O O O ❑ SEE DETAIL S :...rr 2� L o.ror 12 C CMP V CB 3 73 LF - 6" PVC C - 1 W IS' DRAWAGE S 88 38' 57 E 310.31 �-10' DRAINAGE EASEMENT a ❑ EXIST. CB Q Q F - p• CM,' o .,1.19.i NEW FIRE HYDRANT 0 4 SOUTH PROFLE C CB +I OUT) EX CB EX. 18' CMP H TYPE o _ GE - 152.5 E•150.9 i ' ° N v v N i°n - - v v 2 ._ - / 24' r r .. , -r 0 3 N N N 40' VC o J M i l0 N N MI E ' P P ' '�l n no 7 1 o 1 , J EXISTING GRADE / 0 . ' ' . / - / gJLET of / / 7 4 4 � CB #4. - YPE GE • 161.0 0. II � 00367 v �� Q - f/I A £ o b � - , �- C o C CL D25t E CB o2 E CB s° 160 M M� 0032 • VET v2 • 160 1 /7... G 150 TYPc 11. 54" DIA.W/ LESTRICTOR GE - 163.9 T / E T a I0 C � 1 10 LF - 36' CMP o 0.005 E � 50 1 TYPE E - 1609(6 - c - I, .O C -8' 2 20 LF- - ---- TYPE 11 5 54 DIA. W/ RESTRICTOF T TYPE L 48" DA. GE -)8.3: G 02' IN) E GE•I7 0 0 0 ✓ SHEET NO, C I-01; PLAT ROAD P PROFLE � CB•TYPEI DE PIPE PROFLE � - ) 363 ` D H H: R NTES I. SHEAR. GATE SHALL BE A. SHEAR DATE, CAST IRON BODY AND GATE, OLYMPIC FIN. STD, OR EQUAL OR B. SHE.. GATE ALUMINUM OR CAST MON, DRAINAGE SPECIALTIES (SAVANNAH, GA, STD: OR EQUAL. 2. GATE SHALL BE D" DIAN. UNLESS OTHERWISE SPECIFIED. 3 GATE SHALL BE JOINED TO TEE SECTION BY BOLTING ;THROUGH FLANGE,. WELDING,, OR OTHER SECURE MEANS 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTEND/NG TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED LOCKING LID - OE:157,43 FROP -T SHEAR GATE NTS REMOVABLE WATERTIGHT COUPLING OR FLANGE RESTRICTOR ELBOW DETAIL NTS 120 LF MN. GE: 158.3t MAX. FLANGED END SHEAR GATE STORAGE PIPE 2' MAX. 110 LF - 36" CMP 0.005 FT /FT SPIGOT END 2 DIA. AIR VENT TYPICAL CLOSED DETENTION PIPE OFFSET FRAME GRATE SO THAT RESTRICTOR /POLLUTION DEVICE IS VISIBLE AT EDGE OF OPENING AND DIRECTLY OVER THE LADDER- STANDARD GALV. � CB LADDER STEPS LOCKING LID -\ MAX. INLET PIPE S - 0.005 • 158.2 IE'154 44 36" MIN. DIA. CONNECTOR PIPE. TYP. TYPE II CATCH BASIN 54: DIA. MIN. * ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT #1 OR BETTER) PLAN VIEW NTS GE: 164.0± 1E:153.83 2' MIN. NTS TYPE II CATCH BASIN 48" DIA. z CB. TYPE II. 54" SECTION TYPICAL FLOW RESTRICTOR POLLUTION CONTROL DEVICE 6" ADS OR EQUAL 0 OUTLET PIPE S - 0.01 V m r7 < F.` O I PROJECT Mb 92 --33O ROUND SOLID LOCKING LID LIFTING ROD OVERFLOW IE- 157.43 STRAP OVERFLOW TO CB WALL. TYP. ORIFICE #2 (SEE DETAIL) WATERTIGHT CLEANOUT OUTLET 1E- 153.63 RESTRICTOR PLATE APPROPRIATE.. r SIZED ORIFICE CUT IN PLATE. MACHINE DRILLED. SHARP EDGED GRIFICE. NOTE: ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT #I OR BETTER). COMPLETE CORROSION PROTECTION MUST BE ASSURED ASPHALT ROAD N ? FOR SINGLE ROUND PIPE KEY WITH 6 "x3/& DIA. STEEL ROD. N.T.S. 12" 19" SEE DWG /7/ MAILBOX STANDARD DETAIL POST GIVING FIRM • SUPPORT BUT NOT TO EXCEED I I/2" DIA. IRON PIPE OR 4" x 4" WOODEN POST. s SET IN CONCRETE 40' R/W III - III =III =III � III = =III II III 111�I11= =_III CEMENT CONCRETE CURB & GUTTER. SEE DETAIL SECTION B -B. PLAT ROAD NTS 9illiTl,SeS'_s§ £4 111= III =III 1I 5)5111 L= III - III - III = III =III � �I- 1.1_.1. CEMENT CONCRETE SIDEWALK 3" COMPACTED DEPTH CLASS B ASPHALT —4" COMPACT DEPTH CRUSHED SURFACING 12' MIN. CLASS B BANK RUN GRAVEL I� �2 O.0 2 FT /F T t� 1 X 12 2' -0" CEMENT CONCRETE ROLLED CURB NTS OUT FALL • N.T.S. HEADWALL DETAIL -. ' 6 - X4' POST STANDARD OR BETTER III I/4" EDGED GROOVE CEMENT CONCRETE SIDEWALK 0.02 FT /FT OPTIONAL FOR INTEGRAL POUR (45 ° ) - SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES EDGE OF PAVEMENT BACKFILL AREA TO BE COMPACT TO 90 -95% OF ORIGINAL GROUND SIGN INSTALLATION NTS 11• °II I nI_pi 3 I/2 "X12" FLEXIBLE GALVANIZED METAL CLEAT. NAIL TO TWO SIDES OF POST WITH 16# GALVANIZED NAIL ROAD AND DETAIL` {