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HomeMy WebLinkAboutPermit D98-0108 - MCCAMMANT HOMES - NEW RESIDENCED98 -0108 10450 47 Ave. So. McCammant Homes, Inc. City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: MCCAMHI110CW OCCUPANT OWNER CONTACT Signature: Print Name:__ WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 547680 -0262 10450 47 AV S DEVELOPMENT PERMIT LOT B OF NASSAR SHORT PLAT (L95- 0012). NSFR DEVPERM LDR GAS 001 North: .0 South: SEATTLE Sewer: Slopes: Occupancy: UBC: Fire Protection: .0 East: .0 West: SEATTLE MCCAMMANT HOMES INC. 10448 47 AV S, TUKWILA WA AHMADNIA NASSER 122 N.E. 158TH STREET, SEATTLE, WA 98155 BRYAN MCCAMMANT CONTRACTOR MCCAMMANT HOMES INC. Phone: 206 862 -8928 6415 WEST TAPPS HIGHWAY, BONNEY LAKE, WA 98390 i**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 2264 SQ FT SINGLE FAMILY RESIDENCE WITH A 484 SQ FT ATTACHED GARAGE AND A 100 SQ FT UNCOVERED DECK. PUBLIC WORKS PERMITS CURB CUT /ACCESS, SANITARY SIDE SEWER, LAND ALTERING, STORM DRAINAGE AND 1" PERM. WATER METER. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 171,520.48 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: 50 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ r******.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 2,494.96 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit No: Status: Issued: Expires: End Time: 50 Fill: Streams: (206) 431 -3670 D98 -0108 ISSUED 06/11/1998 12/08/1998 DWELLING 1994 N/A .0 Phone: 206 367 -2464 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 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. Date: F �' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 10450 47 AV S Permit No: D98-0108 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 04/03/1998 Parcel #: 547680-0262 Issued: 06/11/1998 *** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the jukwliaBuilding Division. 2. Plumbing permits shallbedbtainedrdugh the Seattle-King County Departmentoff,POblic "PlUMbjng be inspected by that:Jagency. jncluding all gas-01pIng (296-4722). 3. Electrical perMits be obtainedthrOugh,the Washington _ 'State Division of_Labor'and Industries and:fall„:ele6trjoal work will he inspected h' that ageney 4. All mechanical work shall be milder separate permttisSiiedby the Ci,ty-A)f 5. All permits, inspection,redOrds. and approved available at the Job site or to ti start of.,anyCOn- struCtionThese docUMents'are,to be maintained:andaVai able:Until:final inspection apdroval is granted. 6 Engineeed truss draWingsand calculations shall be on site and,avaiIable:to the'bUilding inspector inspection purposes. Documents shall:bear,the seal and signatureofah;:' Wash'inaton tate Professional Engineer. 7. AnyexpOsed insulations backing material shall haVe,a Flame Spread,Rating of 25 orleiS':-: Shall bear fdinti fiCation Showing the -tire performance rating thereof. 8. All to be done inconformanCe-with approyed planS ancl-requirements of the UniiforMBuilding Code (1994 . , Edition) as - amended. Uniform Mechanical Code .11994 Edit4on and Washington State Energy Code:'(L99“ditlon).: 9. Notify:the'City of Tukwila Building Divisiondrior to placina any concrete. This procedure is in addition to any requirements for special inspection. 10. Temporary erosion control measures shall be'imp:leMented, the first'order businessto prevent site or into. existing storm drainage 'facilitieS. 11. The site shall have permanent measures in place as soon -as possible after final :grading haS':been completed and or :to the flnal 12. Any septic tanks in the area shall be_pumpWemPty and removed or f 11 l e d w i th :sand.:::00Yi.d010CUmentat ion from the business that performed shall be provided to the City Utilities Inspector. 13. Applicant shall obtain a separate plumbing permit from King County Environmental Health Dept. @ (206) 296-4932 for any plumbing modifications inside the building. 14. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. 15. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 16. No sewer design was provided as part of the application submittal. The side sewer design and subsequent construction shall be completed in accordance with City sewer standards, 17. The water meter box shall be located within City right-of- way at the property line. 18. There shall be no occupancy of the building(s) until the • final inspection has been completed by the Tukwila Building, Inspector 19. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT: 'TOTAL WATER METER FEES: .PUBLIC WORKS ENGINEER . APPROVAL; t325.00 (- (I. 4ATIR METER SUPPLEMENT DEVELOPMENT PERMIT Permit No: 098-0108 Status: ISSUED Site Address; 10450 47 AV S Location: LOT B OF NASSAR SHORT PLAT (L95-0012). WATER METER_A WATER METER B WATER METER C . • • • Water Meter TO - PERM Water Meter 44 Work Order . :'.No 5205A Connectionyees - $100.00 Install Depositt $47500.'. Add 'I Insta 1 t*oozit: Plan Review InsoeCtion')=.e.e: - • $15.00 Water TOn On Fee: SoecialAStessment: ' 00 Other Aoolied Date: 04/03/1990' Issued Date: 06/1111998 .00 $.00, $.00 $.00 $.00 $.00 $.00 $.00 $.00 $.00 ,00 $.00 Project Name/Tenant: '1.' , .. , : , . ,, - I . 04..4't• Is this site served by: ewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction' p /7/ . '53,0.., Site Address: /0 q . 7 ri-v Ay %... ri" State /Zip: Tax Parcel 'Num er: 5--q7 - � d-0,7 - zCz - e o `t d 2 Y sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 10 D sq. ft. Uncovered Deck Phone: R6, I- 92Y Street Address: For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling City State /Zip: Fax #: 3 (7 ° '6' Contractor: Phone: Street Address: City State /Zip: Fax #: Architect', , /) �. Phone: ro Fe0 2__- Street Address: / City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person : /)• .� t /1'.C <�,.1�_ Phone: 25 7— ('C f�' Street Address : : . (f ( (5 In' f' /( ! IV /J9 , 1'u7 /fir• _ City State /Zip: ! t V Fax #: o j � � , Description of work to be done: Type of work: ,._[Jew 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: ewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2- 2 c Y sq. ft. Dwelling sq. ft. Covered Deck(s) `t d 2 Y sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 10 D 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. CITY OF TU V'NILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFI'ERMIT.DOC 2/13/97 F'R STAFF USE ONLY Project Number: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. 'eq8 pctg-n [des Single - Family Residential Permit Application APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) El Channelization /Striping M Curb cut/Access /Side alk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ivEi Land Altering: 0 Cut '5 C) cubic yds. 0 Fill 5t) cubic yds. ❑ Moving an Oversized Load: Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public • Storm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # I Size(s): / ;; Water Meter Temp # Size(s): Est. quantity: .tom gal Schedule: C Miscellaneous SpeCia i C dim charge w Start Time: End Time: 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. Dale app c ion pcep d: Date ap llcatiojj,.xpires: ApplicZn tekerlby: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT; Signature: ,• —.-- — Date: Print name: Ai c(-- a,..y f4-- -P S ca h e: 3 . 6 J 2 j , Fax # 7 X ° 2-6' Ad ress: L / ls iv. ,7_,.97„.. ,44 Cit /State /Zip: /� fn , / c,t be � �, . 2 r.D ALL SINGLE- FAMILY RESIDENTI PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B\ . REGISTERED ARCHITECT OR PRG.:SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL 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 in ❑ 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 (206) 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. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ 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 th4 homeowner' will be the Guilder OR.submittorm'H 4,` " Affidavit in Lieu of Contractbr ". ' 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPE'/ZMIT.DOC 2/1 7 e ., . • • a::1.w 4h: kk*** A•** A?: A• k- f•kk: 1: k• k• hk Ak t• hh A• k: 4: t: t• k• hkAk: 4h• tA•• k• h* ikkI r4 *;tkt CITY OF JOKw).LA., WA 7I h*k;t•ArA *•k *•k•k*•hh.th•kki A.*A- Ah: 4• kA• A* A.** A' ki*k A k*ctAk kA*!aikkkhdk:k:4•hA:k:k•lA• 7RHNSMIT Number: N9700777 Amount: 2..780.52 06/11/98 10:1.0 Pavmeni Methods CHECK Notation: MCCAMMANf HOMES In it I3LH Permit tons D98 -0108 Tvaes I)EVPERI4 DEVELOPMENT PERMIT Parcel No: 547680- 0262 ite Address: 10450 47 AV S Location: LOT C3 OF •NAft8AR $HURT PLAT (L95-0012) T h i s Payment 2.780.52 Total Fees: Total ALL Pmts: 0.5 '11.2;3 0.591 23 .00 *il * Ici *A*A*1 **•k *'AE:* .&* fir ;. ** **;t*A•.1•k*A* *A *•A•f• *0** *A *.1• * *** Account Code Uesct•1ation Amount 000/322. 1.00 BUILDING -• RES 1..2 47.25 000/345.830 PLAN CHECK -- UTILITY 20.00 000 /345.830 PLAN CHECK _ WATER METER 10.00 000 /386.904 STATE BUILDING SURCHARGE ' 4.50 000 /342.400 1NSP FEE UTILITY 15.00 412/342.400 INSP FEE - STORM DRAIN 402/342.400 15.00 ;'./ .3'42 .400 3.14aP FEE ;1ME /$88 20.00 401/388.102 WATER CONNECTION 1.196.00 401/288.101 WATER SPECIAL CONNECT .27 401/386.520 WATER INSTALLATION (UEP) 175.00 401/342.400 WA1LR INSPECTION rEE FEE 15.00 401/343.405 WATER TURN-ON FEE 25.00. 000/322. 100 LAND AL 1 ER IIaG I LI M3: T' FEE 2.2.5() 000/345.810 LAND ALTERING PLAT! 131C/jr m 114A? 02780.52 * * *AA * * ** *k *** **/ *hA * * *k * r • !.**+ 4A4, 54 *•4 * *•k * * *a• * * * ** ** *:1** #'.5* Gin' OF TUKWILA, WA ( 1 n . TRANSMIT. + .x• .h ar *t5* - Ate* * *** * 4••,,* *. 4. . k 4* *e1A* * *A *•55 *A#0a,* *Ati5 *•ko5 * ** �: of *A *A.. * �. TRANSMIT' Number: R9700739 Amount: 810.71 04/0:3/918 11 :46 Payment Method: CHECK Notation: MCCAMMANT HOMES Ir it: . KOP .-------- Permit No: 098-0108 Type: DEVPERM DEVELOPMENT PERMIT. Parcel Not 547580•-0 262 Site. Address: 10450 47 AV r Total Fees: 2,062.46 This Payment 810,71 Total ALL Pmts: 810.71. Balance: 1,251. * d•3. 3.3 * *4.* :* 3.. 5*k* rE** A)** * *•,A4 * * **k*A*. * **.a'% & * * * ** *sti*3 * ** AOcount Code Deecriiptio►l '-- Amount 000/345.830 PLAN CHECK - RES 11.10:71 i.' 04/08 17710 TOTAL. �." r5 Project: M C �Q �n Type of inspection: ' . } n Address: Date called: A Special instructions: Date wanted:,. 1- -15 a.m. p.m. Requester: Phone No.: 4 a9r:;rmthalp..� -.r, iw.G , m' = `'ttn ter; LittrZI �. .r• INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: :. Receipt No.: INSPECTION RECORM Retain a copy with pe II Date: D9q -o108 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: q 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of inspection: +--)> fr Fe '— � tJ C 7 C�W Il �`. �'` �; �y t a h >,,, - ' r q AAA' d, " a.m. p.m. Requester: 15 r:a�3 W( iefil y L 'U 4 V4 t 0La? Phone No.. Fr5a. r : ..� r r ' I . �a• Villit i- w : �'f�` ►sr, —.ay t" 2 .4 ....4 ci (.4, -av L Y Project: i a ySo Y 4" S Type of inspection: +--)> fr Fe '— Address: Date called: Special instructions: Date wanted: S--/ 7-9k a.m. p.m. Requester: 15 r:a�3 Phone No.. Fr5a. f!"!' ?i:.',4•f.'n.7.`vr..�':: ':� ... :: •C µ,ra G INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECD. l� Retain a copy with p &alit O -o/o8 v P MIT NO. (206) 431.' Corrections required prior to approval. 1 $42.00 REINSPECTION FEE REQUIRED. Prior to i spe ion, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Protect: Type of inspection: Address: / O VS y7 4 s Date called: s---1 7-98 Special instructions: Date wanted --/ e- 98 a.m. m: Requester: Phone No.: 2-_S'3 - ?Yo 2 - 75 7 INSPECTION NO. Approved per applicable codes. INSPECTION RECOP Retain a copy with p lit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C,8 -a /og PERMIT NO. (206x431 -3670 Corrections required prior to approval. COMMENTS: /o 5f Inspector: rnv Date: Ofr 1 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Project: A Type of inspectio j- Address c0 Aie, 95 Date called: Specia Instruct' ns: Date wanted: --, 0 /a.m�. Requester: '�. Phone No.: e,r4 1 , 3 ti i INSPECTION RECO Retain a copy with pe ►.. rt INSPECTION O. IN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 COMMENTS: Inspector: 1 1 PERMIT NO. Approved per applicable_codes. 1_1 C� or rections required prior to approval. zo 431 3670 Datiii 0? $42. REINSPECTIOt( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t Project: t'r >lC Type of ins tion c J Address: , ��� ���'/`� -� Date called: ! / Z Z �/c� Special i ions: lad / Date wanted: a.m. 7/ 73 / s� Requester� Phone No : _ E-72 p .. i e. IN P IOF4 NO. t • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 11 Approved per applicable codes., COMMENTS: Inspector: I Receipt No.: M Cs ^�*VNN� iAV'�R 1`.iMl�.- Cif !^�w.Yw�•"Y1!frfwri+•Yfw�..�� • INSPEC,TION RECOIL fi �'+ Retain a copy with pe • 4 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: $42.0b' REINSPECTION IFEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • Project: &not Type of inspection: C C R S Address: /0(-(5 �7 S. Date called: i.1/-P\ Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: • Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with per,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 D9 -U1o.3 MIT NO. 31 -3670 Corrections required prior to approval. 9 _ G , UY.oA t�•n,•� Neon g 141 - w-9 -e4 _c -__f W wP D95 lag 6\X-0244 syxce 0- . m v (c e wfue Inspector: C -7() Date: ci f i c. 0 (c)7 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: L ( Type of inspection: aQv yy, r f 1 Address: c � r 7 A ,� �°[v Date called: Q . �� O Special ins Date wanted: Gr �(Z7 p.m. Requester: Phone No.• AS 3 — FrL.z- rZsi• vs�" �?Y�t► 7LM�vKxf' �^ OM1l tfi : ?t`.GF:r.'r'r5�:��'r.K'6+'� � ;�e3.x:�,w;� INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 DiY-ci(OY PERMIT NO. (206) 431 -3670 I Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Date: Proj : q Mt_ C ay.1 wta4 Howve s Tye of inspection t 1/4...1(.4.11 N rt`t i tt�� Address: O` 41 a AN1 5 Date calte?1: 8 i l S Special instructions: a.m. Date wanted: 8� �► ( 1 Requester: Phone No.: required prior to approval. k Approved per applicable codes. 1 Corrections COMMENTS: 1 =: `n; n j,. JO Or, ---> wi, j • stye 1' l OO✓ `k.4 cl c 7v - 5 '' ' 04. —rD . ct,-F 46 ri77`774,7"1 R+e.i ." fr'.-rn c 4 r•_r :�,',+T. �f!r; ' rat? ? p;: y» , r.,•; - :�tw.} „+c w . }5y te °'. <....e„+atvr��A• ■S? .7 t. . .•1T a. , INSPECTION NO. INSPECTION RECO Retain a copy with pehrfit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter•Blvd., #100; Tukwila, WA 98181[ (206).- 431 -3670. Inspector: Date: $ (,l 96 1 ri $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 �y rJJ' 4-_(.0 n � ei'Q 7 V Al T of inspection: ` ' pp --�'; : ' �?c.vIG�.• (e.- - Address. iny� `17,4v S L Date called: s - 10 -98 Special Instructions: Am Date wanted: —11 a.m p.m. Requester: Phone — 86D- b aR .:� ' - . f ' ^ iC�: » ; y {I-0"li�"t�'�e�,�'f�`,.�r��:: i;�,:'i:'�E� i.`�71 c..�.t yrtra ^:' i: +r"1,'�? +F i. ,�'i.'?tLrc.Y;t^sn INSPECTION RECOI Retain a copy with petLet INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 9818 bq -o log PERMIT NO. (206) 431 -3670 [Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6tief// resc/afT1 Inspector: Date: l ife P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: A /f f k (C 07,4 47401/ Type of inspection: ,e4e-- r Address: J !� 7 ��� Date called: Date wanted :g //, .m. Special instructions: ` Requester: Phone No.: INSPECTION RECOI� Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 V&Approved per applicable codes. Inspector: 11 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: $42.0 NSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: C Ph 1 Y1Cck`�' Type of i pection: •. /Ler)-(77 bil d Ater—) (Xr—) • Addres s: - 6 — (47 Date called: r 7 Special instructions: Date wanted: a.m. Requester: �u—,., Phone No.: .2 _Z ir Approved per applicable codes. INSPECTION RECO Retain a copy with pethyft INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 COMMENTS: Inspector: Date: -7-96 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ati r ra_ Address: 7"`" Type • '•sp- ction_ - {,).L / 44 �= Dat al // Speci l tr ions: g;tail t °CZ- 06 Air 'la! Date wanted: 7 / ? - 90 a.rr . P.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818$_ Approved per applicable codes. Inspecto INSPECTION RECD Retain a copy with pe t ag a i e 3 * PERMIT NO. (206) 431 - 3670 COMMENTS: Corrections required prior to approval. Date: $42.00 REINSPE TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: Proj t /v JM m64c Ain shc• e fin p. Typ 4 7 a;/ s h ection y - c f . Add? © r so - go/4 Date called: ,, / 7 98 Special instructions: Date wanted . I a. p.m. �" Requester e me( ns Ph -ST • 3 70 .../^ 1S INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. Inspect° Dat� / ��� F-1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. . Receipt No.: Date: Proje t A�` 1 C C c r j, ‘ L:.,. l i.rtitic • . Type of inspection; AD Address: 1() f C 97 .A-t) S Date called: 1- t 15 Special instructions: . 1 TA Date wanted: a.m. Requester} .IS32 . 1 Phone No.: ' it : .. ��� c ttlUtpir..1#!!!PL,',t, .;∎7, yr.. .',. _. :��n,,- ., >- .-a.:�,:;..Y, :�•^'rr;�.+er: �� NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECO Retain a copy with pe K-- weep a4, 4, re- \n a; re� Iwo r key. CtrQ6kLS ) • v,),,\A Ora di, 1A1 P. - ,uez Inspector: m ,:rPnr . be ■v -o\og PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval,: ve■u4 be-:' .6 I 3" C26, per p( 6er-u; ( "."oh st„er f Date: 7 1M --1 $42.00 EINSPECTION FEE REQUIRED. Prior to in• pact' .n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: t.. i 1 l (.�I t I mPC-1'")1.- iv ��� Type of in;/ fl a' t It R Li n ," S Date called: ! „ ) -s Special instructions: Q F � _ ..- Date wanted: G /).6 Requester: (h,/i N Phone N� 0 -( z "y:��sx.':'"q +�� alb• �' �` iL' E°.; ��' �ev�:, ��! v�tf' T..S„? -rS � tt t?! .'.�t�T"�+�..c^�r,:t- Crii.rt.:a. IN CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 1 A /di. -- V' ' P1 $42.00 REINSPECTIO FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Inspector INSPECTION RECO Retain a copy with pe Date: PERMIT NO. ,'..06.) 431 -3670 Corrections required prior to approval. Receipt No.: Date: ( egt m^ _ r - Ty e of inspection: rOS AIIc�e :5O WI A ` t � S • Date called: I 1 q Special instructions: Date wante �� Q j p.m. 1 t epo ... riwkl+..+; rotr�u: hnaaK, irrr•... vut' �rrr�. t+• nvr" nPt.+ o�•y- .'�yr?r!'i•`fiut °'+sr;. +;�,i�;w•kr <_ A�t +'S.:= ""F!4'zi�T r r7� INSPECTION NO. INSPECTION RECOR ' Retain a copy with per >,__ , } ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 31 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 612,2)55; $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: P t t ft3pm p - r . I . cWy 3 TYPt ..o ' ij r �( AdIrts ' 5 ( c ' Date called: I 4 2 Special instructions: � { - • F -00 �� Al ��: . Date wanted: (9 a. m. p.m. 1 e e \r 0 ► t ll...0 rnmwr t S :;— Cm's .. Y'wMin ^i?'Kff rnke"c'y Wp.“ -+Se 1.4C OOM.r.'Sw+uwif,awiI.,11"y771 + F' Atar : '�,.`'7w2iytro``r� tit > }K t:. INSPECTION NO. INSPECTION RECO Retain a copy with pe t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: 6 —,' — 4 ' I Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 1 $42.0 REINSPECT! FEE ifEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No.: Date: Project: ����" /1 /17e to ' ft / - )infS k Type of in,�pection: f c u %t/✓ Address: /) // -4v2AifS Date called: 63JZ'jg Special instructions: t 8 Date wanted: "-n:** tie Requester: s .. Phone No.: ZS 3 " t-- - �"�'�CCYJT.4CXvZ:37'.�i�i. SY��' �A` F T.'; f'+•- � �1 v' 1 �' � r"•' Sy`= J.' �vva.. �« �rJl' r.^ Y+> ryi�`!+ ce.; S�. �h: ', � ..4`;'.'t'�:i'A..b:r?d INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: Inspector: PERMIT NO. Corrections required prior to approval. Date: ( 0I c i c K P1 $42.00 EINSPECTION ' EE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec : Cum u" w1. Type of inspection: A, �i�re / ' �K Date called: , _, Special instructions: Date wanted: (aft 05 a.m. p.m. Requester: Phone No.: INSPECTION NO. ; «,.• --z4a. :'..Nw ^ ^,rs.*;.;1.q.: err..;.. tx"'.'.; ti1 “ ?iw.�.rn- .r- r;- �it.•.i•-?':.�e '■•-■ INSPECTION RECOR Retain a copy with per h-.1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. / (28 431 =3670 Corrections required prior to approval. COMMENTS: Inspector: &id Date: J5 ” (� $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: sm. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature City of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address / `VI c' /0 41.) 4i 4 /CIS Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with-correction notice issued Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Date D J'-)o? Suite # T.F.D. Form F.P. 85. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 37$4439 •\ �w. %Gal the SLAB AT HEATED SPACE SEE DETAILS BELOW 4 a SLAB AT UNHEATED SPACE R10 INSULATION OR THERMAL BREAK BETWEEN SLABS HEATED 'NO UNHEATED Figure 2.8 54 HEATED Possible Slab Insul( )n Details UNHEATED HEATED R10 PERIMETER INSULATION BASEMENTS Any basement with a positi insulated walls. For a base heated and not require wall i heat supplied. An unheate' mally isolated from adjoinin would include: Ceiling insulation (Le Insulated stairwell wE A weatherstripped ac Insulated ducts and F UNHEATED Below -Grade Walls. For tf Code, wall sections that extE grade may be considered b( Insulation: • May be placed on eit rior of the wall. • R -Value is determine chosen. Exterior insulation must: • Be approved for belo • Extend from the top top of the footing. • Be protected where it ( Figure 2.10.) /005' xx .'7L A'i€ .S . R L7 49A-Astsx 93 .a Y. 6.>' ccordovrovo^/- Rc%/ 3574( 74 ofk7() 30 x 6 i4. 34g- x O. o /soon 30 X 64'• 3 �- X 0. 008.TJJ = /6. C 30 x 6( _7 0. X o. ao.606 = /g• (3o x 6 4 ,r• 6fz4L7x q8 /67./ x /6> X 0.047 3T33 / 759 38G'o• P3 78 73/7 --.�— -�)k o.00/iois /e.6/ 77:77%4 .V sJ,.,..aidt.Z. class 9 Y,t . /0 GNA-:•/e i A . p .3 wL - /77g.] 300 00 �7�• _L. s. n Z /o Zr =5' Mi/,4Tt . Pew. am ¢- /f7' A/�IJ`//. (S G 21 = 20 . Z ONE ,464 X Z ow/L A 'Ac °, X Gil/At lE /a.ur <.3o x; 4- .7o X: S'" f- 3o x 20)x -5 r c /O f // /4S. /7Xs 1/2.02 SAfam cowl../ !/fd . /eon, 2 4 V z ,m a/ TI�c. /�./6.O7( 3` � 8, off, (1 r%, •• � PUBLIC WORKS I ' " 1 "r41 DEPT. 1.41 c -Sfigra. corAlA . d#4. L95-00i2 1 } F M— E )PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 7, 1998 PROJECT NAME: McCammant Homes PLAN CHECK NO.: D98 -0108 PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted the Public Works Department finds that the site plan is incomplete and unclear, we will need four (4) copies of the site plan showing the following information: 1. Show hook up to Sanitary Side Sewer. Including clean out locations and where the connection will be made from the main to the house. 2. Show water line connections from the main to the meter and from the meter to the house. 3. Show where the 4" filter wrap around footing will be connected to for storm drainage. Also show the location of the downspouts that will be tied into this filter wrap. 4. Show location of power pole that you will be connecting your underground electrical, phone and cable to. 5. Contact the Fire Dept. to see if a hydrant will need to be installed or if the house will need a sprinkler system installed. If hydrant is needed show location. If sprinkled a 1" water meter is required. 6. Show the amount of cubic yards of cut a fill for land altering permit. A copy of a sample residential utility site plan is enclosed for your use as a guide in preparing a site plan with utility information requested. Please contact us when you have your site plan revised and we can go over it to see if any additional information should be shown before resubmitting. cc: Gary Barnett, Public Works 123' INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL STORM DRAIN (S.D.) SANITARY SEWER MAIN Q 57th AVE S STORM DRAIN DOWN / SPOUT (D.S.) PROPOSED TOPOGRAPHY AT 2' INTERVAL • 1g6 84' r INDICATE IE AT ALL CONNECTION YARD DRAIN - 0.5% INV.EL 186.23 142' 200 523 Birch Street LONEST FLOOR ELEV•200.82 CLEAN OUT (C.O.) 4'O SIDE SEWER MIN. 2X x est 0 C.0 'NC'' CONC. SIDEWALK I NV, EL186.23 SS STUB 33` City of Tukwila INV.EL 188.7 D.S: 10' MIN. WATER MAIN 1 22' INV.EL197.14 16' 28' ue tn 198 — 3/4' METER 10' MIN -20 MAXA\ 62'02% NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING GRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. DATE: 11/20/96 24' YARD won T carom uwr " � o � INV.EL187.50 SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Not to .oal.. RSITE DATE: PROJECT NAME: PLAN CHECK NO.: PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. PUBLIC WORKS DEPARTMENT COMMENTS May 7, 1998 McCammant Homes D98 -0108 After reviewing the plans you submitted the Public Works Department finds that the site plan is incomplete and unclear, we will need four (4) copies of the site plan showing the following information: 1. Show hook up to Sanitary Side Sewer. Including clean out locations and where the connection will be made from the main to the house. 2. Show water line connections from the main to the meter and from the meter to the house. 3. Show where the 4" filter wrap around footing will be connected to for storm drainage. Also show the location of the downspouts that will be tied into this filter wrap. 4. Show location of power pole that you will be connecting your underground electrical, phone and cable to. 5. Contact the Fire Dept. to see if a hydrant will need to be installed or if the house will need a sprinkler system installed. If hydrant is needed show location. If sprinkled a 1" water meter is required. 6. Show the amount of cubic yards of cut a fill for land altering permit. A copy of a sample residential utility site plan is enclosed for your use as a guide in preparing a site plan with utility information requested. Please contact us when you have your site plan revised and we can go over it to see if any additional information should be shown before resubmitting. cc: Gary Barnett, Public Works 4 4. R. 123' IL4 / 57th AVE S 1 n Y INDICATE EXIS11 TOPOGRAPHY AT 2' INTERVAL STORM DRAIN / GOWN SPOUT (0.5.) t / STORM GRAIN (S.D.) NC --• CONC. SIDEWALK —.-- INV.EL.186.23 SANITARY SEWER MAIN PROPOSED TOPOGRAPHY AT 2' INTERVAL . 142' 200 523 Birch Street LOWEST FLOOR ELEV■20O.II2 CLEAN OUT (C.O.) 4'41 SIOE SEWER MIN. 2S /� k N 0 84' INV.EL 186.23 City of Tukwila N N INDICATE IE AT ALL CONNECTION YARD DRAIN -\ 0.5X 0 5S STUB 73 " INV.EL 188.7 i --4 D. . 10' MIN. WATER MAIN INV.EL197.14 16' 26' g 198 —3/4" METER 10' MIN -20 MAX 62'02X NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CRY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWAU< DIMENSIONS, ETC. • DATE: 11/20/96 24' ry 7 INV.EL 187.50 RSITE R. YARD Q GRAIN SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Mat to .aali.. I MA P 1% MIMMOVIII111. MI June 4, 1998 Mr. Hosein Ahmadnia 122 NE 158th Seattle, WA 98155 City of Tukwila Department of Publk Works Subject: Fire Hydrant on 47th Ave. South Dear Mr. Ahmadnia: Ross A. Earnst, P. E., Director As you are aware, the City of Tukwila currently has a project that will include the installation of a fire hydrant on 47th Ave. South at least 300 feet north of Ryan Way. The location of the hydrant will coincide with the access to your approved short plat just north of your proposed driveway. John W. Rants, Mayor The City is scheduled to install the hydrant this summer as part of a water capital improvement project concurrently with other work in the Ryan Hill area. The current plan is to advertise the project in July for construction in August. The hydrant should be complete prior to the construction of any new home. If you have any questions, please contact me at 433 -0179. Sincerely, Pat Brodin, P.E. Senior Engineer PB:ad cf: Permit File PB:C : \MSOFFICE \W INWORD \NSSRLTR.doc 0 �,.t, -o,S 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 TO: FROM: DATE: SUBJECT: JJS /tkf City of Tukwila Department of Public Works Permit Center Public Works Engineering June 4, 1998 McCammant Homes SFR 10450 - 47 Av S Permit Number: D98 -0108 Contact Person: Brian McCammant Phone: (253) 862 -8928 1" Perm Water Meter Access Sanitary Side Sewer Land Altering Storm Drainage CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) NOTIFICATION OF UTILITY PERMIT ACTION PERMIT FEE $325.00 25.00 20.00 37.50 25.00 TOTAL: $432.50 John W. Rants, Mayor Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 4,1998: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 May 18, 1998 Bryan McCammant 6415 West Tapps Highway Bonney Lake, WA 98390 Dear Mr. McCammant: City of Tukwila Department of Community Development SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0108 McCammant Homes 10450 - 47th Avenue S Sincerely, 1U, H Brenda Holt Permit Technician Enclosures File: D98 -0108 John W. Rants, Mayor 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 z! addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division, Public Works Department and Fire Department. At this time the fp Planning Department have no comments regarding your application for permit. g p g gY Pp p c Fire Department Contact Nick Olivas, Assistant Chief at (206)433 -1859 if you have any questions relating to his comments. 1. Provide a site plan, to scale, showing location of closest fire hydrant(s). 2. Provide water availability letter. 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- 3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: April 9, 1998 PROJECT NAME: MCCAMMANT HOMES, LOT B, PLAN CHECK NO: D98 -0108 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments: 1. Provide a site plan with the following (minimum) information. a) Title: "Site Plan" b) Lot line dimensions c) Locate house on property and show distance to property lines on all sides. d) Show dimensions of dwelling and note typical roof overhang. e) Label public right -of -way providing access to site. d) North arrow and drawing scale. 2. General notes and elsewhere on the plans references the 1988, 1991 and 1992 Uniform Building Code. All construction will be subject to the requirements of the Uniform Building Code, 1994 Edition. Please indicate correct reference for the record documents. 3. The lower floor plan has been modified with ball point pen and white correction fluid. To this end it seems that a bedroom and a laundry room is to be developed in the garage area. This plan needs to be completed to clearly show walls to be constructed, door opening size, insulation finish requirements proposed etc. 4. With reference to comment #4 above, the furnace and water heater have been moved into the garage area. In this location they are subject to mechanical damage by vehicles. Provide a detail or otherwise note a proposed method for providing a suitable barrier to provide protection from such damage. 5. The exterior deck is scheduled to receive 1x4 spaced decking over the 2x10 @ 16 "o /c deck joists. Since the 1x4 decking serves as the structural subfloor they are required to be treated wood or approved wood of natural resistance to decay. Please note this requirement to the deck call -outs. 6. Prior to approval of the mechanical permit application (which is being reviewed concurrently) the specifications for the proposed furnace will be required. Specifically, the manufacturer, model number, efficiency rating and size of furnace is required. END/RSB. TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS . DATE: April 9, 1998 PROJECT NAME: MCCAMMANT HOMES, LOT B, PLAN CHECK NO: D98 -0108 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments: 1. Provide a site plan with the following (minimum) information. a) Title: "Site Plan" b) Lot line dimensions c) Locate house on property and show distance to property lines on all sides. d) Show dimensions of dwelling and note typical roof overhang. e) Label public right -of -way providing access to site. d) North arrow and drawing scale. 2. General notes and elsewhere on the plans references the 1988, 1991 and 1992 Uniform Building Code. All construction will be subject to the requirements of the Uniform Building Code, 1994 Edition. Please indicate correct reference for the record documents. 3. The lower floor plan has been modified with ball point pen and white correction fluid. To this end it seems that a bedroom and a laundry room is to be developed in the garage area. This plan needs to be completed to clearly show walls to be constructed, door opening size, insulation finish requirements proposed etc. 4. With reference to comment #4 above, the furnace and water heater have been moved into the garage area. In this location they are subject to mechanical damage by vehicles. Provide a detail or otherwise note a proposed method for providing a suitable barrier to provide protection from such damage. 5. The exterior deck is scheduled to receive 1x4 spaced decking over the 2x10 @ 16 "o /c deck joists. Since the 1x4 decking serves as the structural subfloor they are required to be treated wood or approved wood of natural resistance to decay. Please note this requirement to the deck call -outs. 6. Prior to approval of the mechanical permit application (which is being reviewed concurrently) the specifications for the proposed furnace will be required. Specifically, the manufacturer, model number, efficiency rating and size of furnace is required. END /RSB. Pre - Application File Number PRE98 - 011 Project: NASSAR LOTS Meeting Date: 3/12/98 Time: 2 :30 P.M. Site Address: 10456 47 AV S Date Checklist Mailed: 3/13/98 By: KELCIE J. PETERSON City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 DEPARTMENTS X XI XI X ) xI PHONE #'s Building 431 - 3670 BOB BENEDICTO, SR. PLANS EXAMINER Fire 575 - 4404 NICK OL!VAS, ASSISTANT CHIEF Planning 431 - 3680 VERNON UMETSU, ASSOCIATE PLANNER Public Works 433 - 0179 JOANNA SPENCER, DEVELOPMENT ENGINEER Parks & Rec 433 -1843 Police 433 -1804 Environmental 431 -3662 Permit Center 431 - 3670 KELCIE J. PETERSON, PERMIT COORDINATOR Other: APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: BRYAN MCCAMMANT Phone: 253 862 -8928 PERSON Company/Title: MCCAMMANT HOMES INC / PRESIDENT Street Address: 6415 W TAPPS HY City/State /Zip: BONNEYLAKE, WA 98390 OTHERS Name: PRESENT Company/Title: Name: City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD Street Address: Company/Title: Street Address: Name: Company/Title: Street Address: Name: Company/Title: Street Address: Name: Company/Title: Street Address: CITY STAFF PRESENT NAMES/TITLES 6300 Southcenter Boulevard, #100 Tukwila, Washington 98188 Phone: City/State /Zip: Phone: City/State /Zip: Phone: City /State /Zip: Phone: City/State /Zip: Phone: City /State/Zip: Pre - Application File Number PRE98 -011 Project: NASSAR LOTS Meeting Date: 3/12/98 Time: 2:30 P.M. Site Address: 10456 47 AV S Date Checklist Mailed: By: City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 DEPARTMENTS 1 V' Building Fire Planning I ' / Ivl Permit Center Other: CONTACT PERSON OTHERS PRESENT Public Works Parks & Rec Police Environmental Name: ��� �✓j c cc (' 'v MC n r" Company /'i'itle: ,44c Street Address: 6, c f /S Lr'r ' �c Name: Company/Title: Street Address: Name: Company/Title: Street Address: Name: Company/Title: Street Address: Name: Street Address: Name: City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD Company/Title: Company/Title: Street Address: PHONE #'s 431 -3670 575 -4404 431 -3680 433 -0179 433 -1843 433 -1804 431 -3662 431 -3670 APPLICANT/REPRESENTATIVES PRESENT 6300 Southcenter Boulevard, #100 Tukwila, Washington 98188 CITY STAFF PRESENT NAMES/TITLES N I c./C.- airs /A/. C/ e y� ri. �,(o k( C, M a-7'r e. CS C, P CAi l2. cs )0 k w J A- SPENcEa.- ?c..,r `C_ (-4.9o/k--5 V- tc T -Per , V rrn t -j--- a rc Phone: 2 5'3 j' Lf72P City/State /Zip: Phone: City /State /Zip: Phone: City /State /Zip: Phone: City/State /Zip: Phone: City/State /Zip: Phone: City /State/Zip: gOn K � y � /�t-2 T�if 3 �✓' LIVING AREA 1196 Sq. Ft. - Main • 686 Sq. Ft. - Lower Unfinished 1872 Sq. Ft. - Total KITCHEN optional fireplace LIVING ROOM DINING MASTER BEDROOM For More Information Call: STEVE NIGHTINGALE (206) 735 -3535 (Pager) (206)735 -8900 (Office) Pierce County (206) 862 - Windermere Real Estate /South Inc. PLAN #8786A „ire WIDTH 44'0" DEPTH 30' 2 CAR GARAGE • r Attractive split entry with room the whole family will enjoy. . . • PLAN 48"4y 2 ;/ sa. Fr. c g FLOOR PLAN —....7.1 -- . —. . ...- .1 1•• s*:.f.?"-'--- • ",'i _' .... ' -, -,c...11r.•... 4 - ' 4;• 7 .. • -, 1.„ • ' *—: . 2- 0 • ••••:".. 0 Windermere Real Estate .--Nuburn c.c-A 10160 1- 1 7 111 N-e_S / 63, 90J •• • wt " • I., •. .• : • "'.* • , 7. • ; , is.. . it•• t AA. 5EMENL.P.LAti Steve Nightingale Realtor Business 735.8900 Residence 735-35351862•2253 Fax 735•2594 Windermere Real Estate/South, Inc. 1701 Autourn Way Scitah • 1539 Sq Ft • 44' x 24' • 1094 Sq Ft Upstairs • 445 Sq Ft Basement • d PLAN 456 • VARYING ROOFLINES ADD DEPTH OF CHARACTER TO THIS HANDSOME SPLIT LEVEL HOME • tr... •,• ,ono /G4' I c wiShc 1 i 1tG 1 44 , + I I I I ?IJri�Tl�r� 7 !G < o i tic: • 3 f . tY r aai•r • Steve Nightingale Realtor Business 735.8900 Residence 735.3535 / 862.2253 Fax 735.2594 Windermere Auburn Windermere Real Estate /South, Inc. 1701 Auburn Way South Auburn, Washington 98002 JOy5a -17 4t. S • Lod-c 139,900 .310.39 4 k zo 5 0 0 / 0 144- Q A O 7 o /55.45 /6 • /54.99 O 14 (6 0 N � ao4.198 Sat 9 , ` 1 /1S 100 0 10 11 12 (13 N hl f74'f9?? /&6r1w • Sf 1 (•"" ..5ez /3c/ 3/0. .8/ ..3 N `' • 6G. 54 - 7G.3 0 t b a OP 70 K. c. ..9.I 5• 3 /GI N2.O, / /12.59 X, 46.4i.slw,.J Lo7-, LOT A S 7lo'• L.] 261_ 1L p V Le S t ' O. arsnr 28 S of Rt � Q ')4. 65. 4.9 . K. O. 40 l• 01 D [aD 'fu K. C. . .. .... • • N 8 /5022/0/ 5OC• 98.14E oo. • 17,0.. 4 . o f V7 F Si'. P a. 104 /OO It‘ v Pr ov rr° 3 •1c /Ao n•' 8 'M. 4� 3/0.39 • Lo-- ti C ,Z • 1": 0I k) • ,fti �GG3 S. . v, 107TH 1. ciD D y I /I ( r01.13/ S. LAI. N. 406.86' //:.;• ST Pre-Aipplication CheLklist CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRP98 -011 PROJE BUILDING DIVISION ❑ 13. Structural observation shall be required as specified in UBC Section 1702. NASSAR.:Lp MEETING DATE/TIME: 3-12-98 @ 2:30 .PM S ITE ADDRESS: 10456 47 AV s The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. The following is meant to be general information related to the requirements of the Tukwila Building Division for the processing of building permits. Specific code issues will be addressed through the normal plan review process after the permit is applied for. X *. Comply with the Uniform Building Code, 1994 Edition, as adopted and amended by the State (Table 10- B, Section 1607, and Section 3003 of the 1994 UBC are not adopted). 2. Comply with the Uniform Mechanical Code, 1994 Edition, as adopted and amended by the State. IMIk 3. Comply with the Uniform Plumbing Code, 1991 Edition, as adopted and amended by the State. 71, 4. Comply with the Washington State Energy Code, Chapter 51 -11 WAC, 1995 Edition. Energy code specifications and data must be included on the building plans. ❑ 5. Comply with Washington State Regulations for Barrier Free Facilities or Design (State amendment replaces UBC Chapter 11 in its entirety). 6. Apply for and obtain the following Building Division permits and approvals through the Department of Community Development Permit Center: • Building Permit • Rack Storage • Other: • Mechanical Permit • Demolition (building) 7. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. ❑ 8. Plans submitted for approval must be stamped by a Washington State licensed architect or engineer and shall specifically contain the name of the person designated as the architect or engineer of record for the project. This person shall be responsible for reviewing and coordinating all submittal documents prepared by others, including deferred submittal items, for compatibility with the design of the building. (See UBC Sec. 106.3.4) X 9. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 10. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a separate building permit. ❑ 11. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. ❑ 12. Construction documents shall include special inspection requirements as specified in UBC Sections 106.3.5 and 1701. The architect or engineer's inspection program required by Section 106.3.5 shall be included with plan submittal documents when permit application is submitted. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. ❑ 14. Construction documents shall contain soils classification information specified in Table 18 -I -A of the Uniform Building Code on the copies stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Separate demolition permits are required for removal of any existing buildings or structures. ❑ 16. Comply with UBC Appendix Chapter 12, Division II - Sound Transmission Control. 17. Addresses are assigned by the Tukwila Fire Prevention Bureau. '❑ '17. Addresses are assigner' ` the Tukwila Fire Prevention Bureau. Pre - Application Checklist BUILDING DIVISION 18. Obtain approvals and permits from outside agencies: ❑ FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department. Phone: (206) 575 -4404. Checklist prepared by (staff): ' •T Date: 3M fg Page 2 ❑ ELEVATORS are regulated by State Department of Labor and Industries. Permits and inspections for elevators are obtained through the elevator section of that agency (reference RCW Chapter 70.87). Phone (206) 248 -6657. ELECTRICAL PERMITS AND INSPECTIONS are obtained through the Department of Labor and Industries. Phone (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS are obtained through King County Health Department. Inspections: (206) 296 -4732; Permits: (206) 296 -4727. ❑ King County Health Department must approve and stamp plans for PUBLIC POOLS /SPAS and FOOD SERVICE FACILITIES prior to submittal to the Tukwila Building Division. Phone (206) 296 -4787. ❑ 19. ❑ 20. It is anticipated that new code editions will be adopted by the State and City effective July 1, 1998. The code that is in effect at the time of permit application will govern. Pre-pplication Chtklist CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE- APPLICATION MEETING DATE/TIME: The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be met. /1 4- h o � o 5'74. S 4 ENVIRONMENTAL UrAt-r\ V / � Checklist prepared by (staff): Pre- _pplication Ch,>,.klist CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenfer Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE98 -011 PROJECT: NASSAR LOTS MEETING DATE/TIME: 3 -12 -98 @ 2:30 PM SITE ADDRESS: 10456'47 AV. S The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. FINE DEPARTMENT - Construction Information J 7(1. The City of Tukwila has adopted the 1994 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. f2r Fire hydrants will be required. (City Ord. #1692) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 903 and City Ord. #1692) ❑ 4. Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1742) 5. Maximum grade is 15% for all projects. ❑ 6. Hose stations are required. (City Ord. #1742) ❑ 7. A fire alarm system is required for this project. (City Ord. #1742) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. ❑ 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 1001) ❑ 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) ❑ 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1994 UFC. ziA.,/ 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 902) ,lam 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and • Building Departments. 13. Adequate addressing is required. Fire Department will assign all new addresses. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 901.4.4) ❑ 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 901.4) ❑ 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads ,-.,,� shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1741). L�J 17. Adequate fire flow availability will need to be demonstrated for this project. ❑ 18. Date:�� Pre-. C pplication Chc {, klist CITY OF TUKWILA ❑ 1. Overhead sprinkler piping .a. Hydrostatic test b. Trip test c. Alarm system monitoring test ❑ 2. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover ❑ 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans ❑ 4. Hood and duct inspections a. Installation b. Trip test ❑ 5. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit ❑ 6. Flammable liquid room a. Location b. Fire protection c. Permit ❑ 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width ❑ 8. Fire doors and fire dampers a. Installation b. Drop testing Fire final a. Fire Dept. access b. Building egress and occupancy load c. Hydrants d. Building address ❑ 10. Other: a. b. Checklist prepared by (staff): c. d. Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO: The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. FIRE DEPARTMENT - Inspections d. Fire' Dept. approved plans e. Sprinkler head location and spacing f. Materials and test certificate e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans e. Fire protection systems: (1) Halon systems (2) Standpipes Hose Stations Fire Doors Fire Dampers Fire Extinguishers (3) (4) (5) (6) e. f. g. Date: Pre-Cpplication Chtklist CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE- APPLICATION'FILE 98 =01 MEETING'DATE/TI DDRE ASSAR L0T ti The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PARKS AND RECREATION DEPARTMENT PRE - APPLICATION FILE NO PRE98 —011 `:'PROJECT: NASSAR LOTS MEETING DATE/TIME: :. 3-12-98 @ 2:30 PM : SITE ADDRESS: 10456 47 AV S The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. 7 1( 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) ❑ 2. Obtain the following land use permits /approvals: ❑ 3. Zoning designation: 1_7) ❑ PLANNING DIVISION - Land Use Information Site located in sensitive area? ❑ Yes 1r* FLK 2-0 4. Minimum setback requirements: Frontet"- 90 Side: Side: 5 5. Maximum Building Height: -3 0 / Height exception area? ❑ Yes El 6. Minimum parking stalls required: ( fivf7 Handicap stalls required: ❑ 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. ❑ 8. Minimum landscaping required: Front: Side: Side: Rear: ❑ 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). ❑ 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. ❑ 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. ❑ 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. p 13. F-00 /d_ / G.CJ r ilk p, 7`10- MA tfU 14. IS U ( ( G S �)V' X 1 S `rtoR - Cac.A S roc/ 4- EL4 ��SG ❑ 15. o S 7 - X4 r nf, ❑ 16. ❑ 17. ❑ 18. ❑ 19. ❑ 20. Checklist prepared by (staff): ��LN'O A( 69,4 6 7 Pre- C.pplication Chklist CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ❑ Boundary Line Adjustment/Lot Consolidation ❑ Binding Site Improvement Plan ❑ Comprehensive Plan Amendment ❑ Conditional Use Permit ❑ Design Review ❑ Design Review - Interurban ❑ Environmental (SEPA) ❑ Planned Mixed Use Development ❑ Planned Residential Development ❑ Rezone ❑ Shoreline Management Permit ❑ Tree Permit ❑ Short Subdivision ❑ Sign(s) ❑ Subdivision ❑ Unclassified Use ❑ Variance ❑ Other: l Date: 2 ( zl ?c? jeNo 2' Fa ,, T 1 S r Mt. 10 Rear: Z ^" F L 1 S Pre -C application Chkklist CITY OF T LIKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO PRE98 -011 PROJECT:'' NASSAR LOTS MEETING DATE/TIME 3 -12 -98 @'2:30 PM '. ': "S ITE: ADDRESS: 10456 47 AV S The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOINDATIONS 1. Identity: The addresses for the individual residences should be visible from the street, both in daylight and darkness. Site development which does not properly identify residences will delay emergency responses by police, fire, and aid units. 2. Doors: (a) Entrance doors to residences should be capable of resisting forcible entry equal to a wood, solid core door, one and three- fourths inches thick. (b) Every entrance door to an individual housing unit should have a keyed, single- cylinder, one -inch deadbolt lock. The lock should be constructed so that the deadbolt lock may be opened from the inside without the use of a key. Glass windows should be more than 40 inches from the lock. (c) The entrance doors should have visitor observation ports also known as viewers with 180 visibility. 3. Orientation of Windows: Windows should be located so that areas vulnerable to crime can be easily surveyed by individuals inside the residence. 4. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five(5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 5. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect the homeowners and their visitors. 6. Garage Parking: Theft from vehicles and stolen vehicles in residential parking areas are very common. Recommend during the planning stage that consideration be given to providing garage parking for resident's vehicles. Checklist prepared by R. W. Abbott (206) 243 -6506 03 -09 -98 • • ona n ormat on may • e neede • . Other requirements /regulations may need to be met. PUBLIC WORKS DEPARTMENT A LL. I NFRASTS -cTU ge Was .6U LT ,Gs PST" pC N 1g 54nRT. fLJ a 5 - 00 iz 5E6 ATTflC ED tr Os 13t4 LT RPftT SHALL 5LABH ,TILI I Y 5 (T E PLO'N 'Fog- EACH H Ou 5E S E--IDL) l N cl H OI,J I UJ (U t b ut f L , 7/ L I TY L l S F-f C OI/N F_ CTG.D (4Ysu, sTpkt LooP LFADI P5 A F'O LND/9-T /orJ DV INS TOt,.ER. 1 CO F-t M k ►v i cAT1 o N ET c) SEE PrriRcNED SITE NAM Pt-ND Pw SHT H -9. 51-100 EXIST (N)6 A-ND PP- oPoS.E.D CON To4Ps C(2.,F r (NTE c. v 4t..$) EST 1 M VO'T`E n ) &E psOTH @ P-Nb FILL , 5 H2OW l,-OGM T O N DF THE N - 6:6 24'ST rbee H rzveiori i . BUI LDING. INF .f: ' , 1 , ' , : ' ' ,,- k%, . ' f It 4':: ' 1 - Project Value: (5 a (? " '' • Current Assessed Value of Building: Total Building quare Footage: 2 p.v 9 Type of Construction: ae . 5 - s . (1994 UBC) • Please indicate the square footage u each floor, broken down by bui!ding use(s); use another sheet for additional floors. . BUILDING USE OCCUPANCY CLASSIFICATION SQUARE FOOTAGE 1 st Floor Acreage of Site (gross): Prepared by: Anticipated period of construction: • .) From "---- T f To gat, A. ac- TOTAL 2nd Floor If "Yes", describe: TOTAL le p 3rd Floor TOTAL laZzaR Number of parking stalls proposed: Regular: Compact: Handicapped: Storage or use of flammable, combustible or hazardous materials on premise or area of construction? No 171 Yes If "Yes", explain: „. . FOR,STAFF !ISE:ONLY Pre-App File No.: pp gem-0/1 Date Received: 3 '-3 -18 Meeting Date: IZ `26 Time: • ".*0 7 Pre-Application PROJECT SUMMARY CITY 0 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431-3670 PREAPSUM.DOC 7/9/96 •1 wr .-"I rri-'r PROJECT INFORMATION . . , PROJECT INFORMATION Project/Name: ,4-s 'A p 7 Site Address: c5 . 5 - 1 ,),... ( 6( ? V(4,--e....._ , Co Assessor Account No.: A.--> /,--) - oe_Go Description of Proposal: c Acreage of Site (gross): Prepared by: Anticipated period of construction: • .) From "---- T f To Will the project be developed in phases? 13. No 71 Yes If "Yes", describe: Identify existing easements on site: C f 5 cf , r' „. . FOR,STAFF !ISE:ONLY Pre-App File No.: pp gem-0/1 Date Received: 3 '-3 -18 Meeting Date: IZ `26 Time: • ".*0 7 Pre-Application PROJECT SUMMARY CITY 0 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431-3670 PREAPSUM.DOC 7/9/96 •1 wr .-"I rri-'r . . , PROJECT INFORMATION Contact Person: ".1.-. "1.c.,..>--'-cn-%. Company: fl'I Address: 1 c/is- ,.,- e y...cr 1 . .- ,...0,, /:/, 2 .5 e ra 2. ri 2, Prepared by: e, / 7cf-?qa Date: ? — y - p Acct. iv Ei ) .. . . ... . „. . FOR,STAFF !ISE:ONLY Pre-App File No.: pp gem-0/1 Date Received: 3 '-3 -18 Meeting Date: IZ `26 Time: • ".*0 7 Pre-Application PROJECT SUMMARY CITY 0 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431-3670 PREAPSUM.DOC 7/9/96 •1 wr .-"I rri-'r - 7/-�: r r( rr ,1 V l F PAS, 0 t ri Ty y aw r rrE II+ r 5 C b rm 0 VI p ( 73 1 O o 7. rr Lt) W m k) 0 Q 1 C .. G7 rri (1) 0 NOi'4i'5B'E 1?4,65' CERT IFICATE: N0,_ N 4 N c 6 l .. OF I"AVUE.N'C. NAME: JOHN E, CRAMER • DAT[: ,___.._ O* n SO '4i '60 Q \.. 0 O 51 st. AVE. S. 320,67' — NOi'40'28`E FP � �,f�C� 1 - nom = -y 5 ,FA TI•` f /4." LAND SURVEYOR'S CERTIFICATE: ik)5 S' 'IFIIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION. IN CONFORMANCE WITH THE REQUIREMENTS OF APPROPRIATE STATE STATUTE AND HAS PEEN PROPERLY STAKED. 18898 SHORT PLAT NUMOER..__ L 95—°° 12 ' N I SOi'4i'56 "W 645.15' 64.49' ''4 47 ( AVE. S. 962,0S' 1• N 297.59' T I u)`.� (0 u( E. LINE, SE 1/4, SEC 3-23k-4E RaC ). 0 ��' 5 ,.."v fi .., , � a ( '6 i ;f1,F 516,2w r 11 PM il';DE 1 : i.2 R, E SOUTH INC r °.%MLS For;1 No. :14 adhndum /A. n,ndment to P & 5 ay. 02 (:-oncerning: ho following is part of the Purchase and Sale Agrement dated between /V1; t �1 >' ;Ind -- /1/14...- ...4d kvt IT IS A(:EREED BETWEEN THE SELLER AND BUYER AS FOLLOWS: 'f' •/ AGENT (COMPANY) ALL OTHER TERMS AND CONDITIONS of said Agreement remain unchanged, S; BUYER DATE? ADDENDUM /AMENDMENT TO PURCHASE AND SALE AGREEMENT BUYER 10 _ DATE ,1991 1 ("Seller") 2 ( "Buyer) 3 ( "the Property), 4 SELLER 19 DATE ��fp IG1t - LOT 13 547 V4 2 -00 THAT PQRTYON or TRAoT 28, MERRICK'S ACRE TRACTS DIVISION NO. 2 ADDITION TO THE CX'i'Y OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATE, PACE 47, IN KING .'.OUNTY, WASHINGTON DESCRIBED AS FOLLOWS; COMMr CINC AT THE NORTMWSST CORNER OF SAID TRACT 28; THENCE S87"11'21 "E ALONG Tk1E: NORTH LINE THEREOF FOR 122.02 PERT TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S87 roll 112.59 FEET TO THE NORTH- WESTI IU.,Y 7IIt1E OF A TRACT CONDEMNED FOR ROADWAY BY KING COUNTY UNDER CIO. 713089, BEING THE NORTHWESTERLY LIVE OE RYAN WAX; THENCE 527°09'39' W, ALONG F,AID LINE FOR 96.00 FEET; THENCE N69 "W FOlk 75,40 FEJB; THENCE N01 " ">J, ALONG THE EAST LINE OP THE WEST 122 FEET 0t' Sa1T,D TJLACT 28 TO THE kRUE POINT OF BEGINNING. a42,41n,e,": GA' c (�j i� :. • ,9) � -�L��11 rrll -w' J44 rte- , Ziic . PRE / UE -Qr ei2ex ''!' C 14,0_ 6)) Or" kl(cor02- *I:›44c.g4,4"..4- ) /9 474. ^ /mot'• -5(1 �� okLI h : :7ze;4,./11 P 7 0 Copyr4 h11996 Northwut Mu1Up• WEN $.rvica ALL RIGHTS RESERVED 7“- 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 21 SELLER --- 28 19 DATE 19 - 29 1- U IL . (-4) i — t--,J rs 1— 7.2 -- -r .. \v Prcp.J \IN 4 ' r . V /) / '7 '&06, zo6 �7 { Z 17 780 Pr- r•pokip. CITY OF TUKW ; � DEPARTMENT • "" � APPLICANT Name: City: S177 4 /vi2. Signature: �. 4& LOCATION Street Address: PARCELS Zoning District Existing Use Proposed Use Proposed Lot Size L' DATE OF LAST PLAT: . P R`'S:TAFF'USP ON Entellea crra--- SHOF ,PLAT -J13 10 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 ssrererence _ Address: f,Z�� n� l5 -1 S-1 S . /9/7 (),/i,. Zip: L 6 /k).5.5 - Phone: ,2 •(/ Date: ) //5 71 ?/C % �, /Zl2tck'S /�c',zi; TIi °e:i S • .iJi✓ 47 a irifiLT Tv 5 / ,94..5 - 6 y7 , v g(2. If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection. 7 ? 3 • QUARTER SECTION . TOWNSHIP RANGE Is)lL1i<i � �( } t.I ) (� f ±�� ` J , 1 t) I -I U ` C '_j' 1I . � � 1 L � _ 1 ` r'`' C3I.I (f' il'l- 0:)tpI (.3LI; .l Ve.,07!.`J��p) L .)' (` - cY :). I I FEB 2 71995 COMMUNi i Y DEVELOPMENT 9603211230 LEGAL DESCRIPTIONS BEFORE THE SHORT SUBDIVISION: AFTER THE SHORT SUBDIVISION: SI PLAT NUMBER L95 Op 1 (. CITY OF TUKWILA, WASHINGTV.6, A ( 1^ This space reserved for recorder's use Return to: Dept. of Community Development Planning Division City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 RECEIVED APR 01. 1996 • COMMUNITY DEVELOPMENT APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certi- fied for filing this 204k day of Ma ,19q . Chairman, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this a'/ day of QY1 ,.ie ,19 . ! Pe.5 Assessor r V Deputy Assessor -s _ e.py /v. 0.4d/ .56v o Page l of 1 LEGAL DESCRIPTIONS BEFORE THE SHORT SUBDIVISION TRACT 28 AND TRACT 26, 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; EXCEPT THAT PORTION OF THE WEST 110 FEET THEREOF LYING SOUTH OF THE NORTH 64.33 FEET OF SAID TRACT, AND EXCEPT THE WEST 10 FEET OF SAID TRACT CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER AUDITOR'S FILE NO. 6051920, AND EXCEPT THAT PORTION THEREOF CON- DEMNED FOR ROADWAY BY KING COUNTY UNDER K.S.C.S. NO. 713089. ALSO EXCEPT THAT PORTION OF TRACTS 26 AND 28, LYING SOUTHEASTERLY OF S. RYAN WAY. LOT A THE WEST 122 FEET OF THE NORTH 64.33 FEET OF THE FOLLOWING DESCRIBED PARCEL: TRACT 28, MERRICK'S ACRE TRACTS DIVISION N0. 2 ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF THE WEST 110 FEET THEREOF LYING SOUTH OF THE NORTH 64.33 FEET OF SAID TRACT, AND EXCEPT THE WEST 10 FEET OF SAID TRACT CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER AUDITOR'S FILE NO. 6051920, AND EXCEPT THAT PORTION THEREOF CON- DEMNED FOR ROADWAY BY KING COUNTY UNDER K.S.C.S. NO. 713089. LOT B CO N THAT PORTION OF TRACT 28, 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; COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 28; THENCE S87 ° 11'21 "E, c ALONG THE NORTH LINE THEREOF FOR 122.02 FEET TO THE TRUE POINT OF (r BEGINNING; THENCE CONTINUING S87 ° 11'21 "E FOR 112.59 FEET TO THE NORTH- ` WESTERLY LINE OF A TRACT CONDEMNED FOR ROADWAY BY KING COUNTY UNDER K.S.C.S. NO. 713089, BEING THE NORTHWESTERLY LINE OF RYAN WAY; THENCE S27 ° 09'39 "W, ALONG SAID LINE FOR 96.00 FEET; THENCE N69 ° 19'26 "W FOR 75.40 FEET; THENCE N01 ° 41'58 "E, ALONG THE EAST LINE OF THE WEST 122 FEET OF SAID TRACT 28 TO THE TRUE POINT OF BEGINNING. LOT C THAT PORTION OF TRACT 28 AND TRACT 26, 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 26; THENCE N87 ° 12'11 "W, ALONG THE SOUTH LINE OF SAID TRACT 28, FOR 4.98 FEET TO THE EAST LINE OF THE WEST 110 FEET OF SAID TRACT 28; THENCE N01 ° 41'58 "E, ALONG SAID EAST LINE FOR 64.49 FEET; THENCE S87 ° 11'21 "E FOR 12.00 FEET; THENCE S69 ° 19'26 "E FOR 75.40 FEET TO THE WESTERLY LINE OF A TRACT CONDEMNED FOR ROADWAY BY KING COUNTY UNDER K.S.C.S. NO. 713089, BEING THE NORTHWESTERLY LINE OF RYAN WAY; THENCE S27 ° 09'39 "W, ALONG SAID LINE FOR 182.18 FEET TO THE INTERSECTION WITH THE WEST LINE OF SAID TRACT 26; THENCE N01 ° 41'58 "E, ALONG SAID WEST LINE FOR 124.65 FEET TO THE POINT OF BEGINNING. 1 A r7 MAP Land Surveyor's Certificate: This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of ap- propriate State statute and has been properly staked. Name: Date. Certificate No. Map on File in Vault Direction: Scale: Stamp: Short Plat Number Page .'._ of, 8 z w a a w 0 < a W wcgz o zW °z 1-0 m Q_ 0 UJO M O } w =m =w cn 1-- 1- (n I rn 0 AFTER RECORDING PLEASE RETURN TO: NASSER S. AHMADNIA . 122 NE. 158TH ST. SEATTLE, WA. 98155 EASEMENT AND JOINT ROAD MAINTENANCE AGREEMENT We the undersigned hereby agree that the road parcel described as: The south 20 feet of the west 112 feet of the north 64.33 feet of the following described parcel: Tract 26, 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; Except that portion of the west 110 feet thereof lying south of the north 64.22 feet of said tract, and except the west 10 feet of said tract conveyed to King County for road by deed recorded under auditor.s file no. 6051920, and except that portion thereof condemned for roadway by King County under K.S.C.S. no 713089; Shall be maintained in a condition that permits adequate automobile and fire apparatus travel by those who have legal access hereto and therefore. All maintenance, repair, improvements and /or rebuilding of said private road shall be the obligation and responsibility of the owners and /or contract purchaser of the parcels of property having legal access therefore and their accessories, heirs and /or assigns unless and until such road is dedicated to, and accepted by, the City Of Tukwlia for maintenance, repair, improvement and /or rebuilding. The costs shall be shared by the owners of each . parcel in the short plat in the same proportion as their ownership of said road. The covenants herein contained shall run with the property and are binding upon all subsequent owners thereof. asser S. Ahmadnia STATE OF WASHINGTON ) SS. COUNTY OF KING Dated this 8th day of March , 1996. On this 8th day of March , 1996, personally appeared before me Nasser S. Ahmadnia, to me known to be the individual described in and who executed the within and foregoing instrument and acknowledge that he signed the same as her free and volun407 . . and deed for the uses and purposes therein maintained. oek Ic)r ` S l Q 4 dnd for NOTARY PUBLIC i Washington residing at: My Commission Expires. //" ;'yT;'� ,''� 3 �,� ; ..... �. • •'' C � 0 0 {� OF WASH \� °e - �O cnv state V• i P 1 /921/)1 0 44- Owner(s) signature(s) JOINT MAINTENANCE AGREEMENT Notice is hereby given that MR. NASSER S. AHMADNIA (print owner's name) of the following described tract(s) of land; -- See attached legal description -- • , owner(s) do hereby establish this Agreement and convey unto all present and future owners, their heirs and assigns, of all or any of the foregoing described tract(s) of land, the maintenance of the easement(s) granted and conveyed in Tukwila Short Subdivision # L95-0012 , as described below. 1. Water Line/Power Line and Cable Conduit (TV and phone): It is agreed that the cost of any repair or maintenance for the main water line, power line and cable conduit (TV and phone) shall be the joint responsibility of all parties. 2. Stormwater: It is agreed that the cost of any repair or maintenance for the storm drainage pipe shall be the joint responsibility of all parties, except that the owners of any lower parcels shall not be responsible for the part of the storm drainage pipe above their connection. This Agreement shall be binding upon all present and future owners of the parcels created under the aforementioned document. 3/P/1 (Date) PfiC,E: 4 018 LOT "A" THE WEST 122 FEET OF THE NORTH 64.23 FEET OF THE FOLLOWING DESCRIBED PARCEL: TRACT 28, 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; EXCEPT' THAT PORTION OF THE WEST 100 FEET THEREOF LYING SOUTH OF THE N0RTH'64.33 FEET OF SAID TRACT, AND EXCEPT THE WEST 10 FEET OF SAID TRACT CONVEYED TO KING COUNTY FOR ROAD BY'DEED RECORDED UNDER AUDITOR'S FILE NO. 6051920, AND EXCEPT THAT PORTION THEREOF CON- DEMAND FOR ROADWAY BY KING COUNTY UNDER K.S.C.S. NO. 713089. LOT "B" THAT PORTION OF TRACT 28, 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; COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 28; THENCE S87 11'21" E, ALONG THE NORTH LINE THEREOF FOR 122.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S87 11'21 'E FOR 112.59 FEET TO THE NORTH- WESTERLY LINE OF A TRACT CONDEMNED FOR' ROADWAY BY KING COUNTY UNDER K.S.C.S. NO. 713089, BEING THE NORTHWESTERLY LINE OF ' RYAN WAY; THENCE S27 09'39 "W, ALONG SAID. LINE FOR 96.00 FEET; THENCE N69 19'26 "W FOR 75.40 FEET; THENCE NO1 41 "E, ALONG THE EAST LINE OF THE WEST 122 FEET OF ,SAID TRACT 28 TO THE TRUE POINT OF BEGINNING. 0. LOT "C" L THAT PORTION OF TRACT 28 AND TRACT 26, 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 26; THENCE N87 12'11 "W, ALONG THE SOUTH LINE OF SAID TRACT 28, FOR 4.98 FEET TO THE EAST LINE OF THE WEST 110 FEET OF SAID TRACT 28; THENCE N01 41'58 "E, ALONG SAID EAST LINE FOR 64.49 FEET; THENCE S87 11'21 "E FOR 12.00 FEET; THENCE S69 19'26 "E FOR 75.40 FEET TO THE WESTERLY LINE OF A TRACT CONDEMNED FOR ROADWAY BY KING COUNTY UNDER K.S.C.S. NO . 713089, BEING THE NORTHWESTERLY LINE OF RYAN WAY; THENCE S27 09'39 "W, ALONG SAID LINE FOR 182.18 FEET TO THE INTERSECTION WITH THE WEST LINE OF SAID TRACT 26; THENCE N01 41'58 "E, ALONG SAID WEST LINE FOR 124.65 FEET TO THE POINT OF BEGINNING. EASEMENT (OF LOT "A ") The south 20 feet of the west 112 feet of the the following described parcel: Tract 28, Merrick's acre tracts division no. of Seattle, according to the plat recorded in 47, in King County, Washington; Except that portion of the west north 64.33 feet of said tract, tract conveyed to King County auditor's file no. 6051920, and 1 ;nr r.oarJwiv by king county under north 64.33 feet of #2 addition volume 12 of to the city plats, page 110 feet thereof lying south of the and except the west 10 feet of said for road by deed recorded under except that portion thereof condemned K.S.C.S. no. 713089. ence opts, DECLARATION: SIGNATURES Know all men by these presents that we, the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witness where f-w ''ave set o hane and seals. Name. Name. Name: Name. Name. Name' Name. Name. STATE OF WASHINGTON County of King • On this day personally appeared before me k1 a-- ( %� k v t-t CL to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that j `e . signed the same as i 15 free and voluntary act and deed, for the uses and purposes therein mentioned. •.;,5 e o _ �'+ , hand and official seal this day of r- E,.-�, ,19c1 c? 1 4 TART % ' ; z t ..---.- i : Notary Public in and for the State of Washington, � • , • 1. residing at STA1 CAF WASHINGTON County of King On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing in strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my land and official seal this day of ,19 � � �1�c��3 Notary Public in and for the State of Washington, �;, residing at Short Plat N> b2;° ..131 Page e . of a Cepti PL W / TING SLIP ACTIVITY NUMBER: D98 -0108 DATE: 5 -21 -98 PROJECT NAME: MCCAMMANT HOMES — CORRECTION LTR 11 B ildi g Division Fire revention P i TO' Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete 0 Incomplete Comments: TUES /THURS ROUTING: Please Route C Routed by Staff 0 (if routed by staff, make copy to master file and enter into Sierra) PI nning Division Permit Coor DUE DATE: 5 - 28 - 98 Not Applicable 0 No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 - 25 - 98 Approved Ei Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 1/98 ACTIVITY NUMBER: D98 -0108 DATE: 4 -3 -98 PROJECT NAME: MCCAMMANT HOMES DEPARTMENT: Division I iPjc Works `g CORRECTION DETERMINATION: Approved E \PR•ROUTE,DOC 1/98 arkti &MC PLAN REVIEW /ROUTING'SLIP t� Plan l ng / D / ivisi o n ∎ al ���� ` ❑ P rmit C ordi� a� wit 7 ire Prevention DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -7 -98 Complete Incomplete ❑ Not Applicable n Comments: TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -21 -98 Approved Approved with Conditions Not Approved (attach comments) Goer * 5 REVIEWERS INITIALS: DATE DUE DATE. Approved with Conditions L Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. REVISION SUBMITTAL DATE: • PLAN CHECK/PERMIT UMBER: PlatfAtali__ PROJECT NAME: 14 C eidin Waft PROJECT ADDRESS: CONTACT PERSON: REVISION SUMMARY: Bldg. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 p e • Planning t1• "Cloud" or highlight all areas of revisions and date revisions. Fire ics'cJ SHEET NUMBER(S) RECEIVED CITY OF TUKWILA MAY 2 1 1998 CITY USE ONLY SUBMITTED TO: PERMIT CENTER hoottAid Public 'Works 3/19/96 Dear Sir: 1 City of Tukwila Fire Department Fire Department Review Control #D98 -0108 May 28, 1998 Re: McCammant Homes - 10450 -47th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Thomas P. Keefe, Fire Chief 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. John W. Rants, Mayor Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57.5-44.39 ♦` r Page number 2. 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) Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 5754439 MCCAMMANT HOMES INC' 6.415.. W.:TAPPS' HWY BONNEY.LAKE WA' 98390 REGISTERED . ; AS ROVIDED BY LAW AS. ` `'r CONST CONT GENERAL. • REGISTRATION NUMBER .. ' CCO1 MCCAMHI110CW..02 /03/.1999 ..EFFECTIVE DATE 02/16/19,8 Signature t,;,:, ' 1sued by DEPARTMENT ,OF' LABOR AND INDUSTR.IiN!`I' 14- 11 - - " '1 5 'A l 1- 51/2" r� r � T ❑ ❑. r ❑ I 113 "x Iex Be COIJG. R/ (3- Pi-AGE5) 0 `` I.. E--' CA-' I l' >E i -(X.L) T1 t1 C h1.46 gIN\E1 ta I rl S i!Lf 11c C ,,ECLD , , - FF �o n__ j am. I(o''x S�� GO!.1T Co NC. FTG • (T YPILA L) BS" 6Ok.I6. GDIJ. V✓AL! (TY71GAL) -_ 7 t1 (I/ - B -4 � !O -8 l I I 1 10 - 11 - ✓ ' 30'lx 30 I /2 - PLACES) w/ 3 -# 4 `I / 13AI:E EA. WAY _ I r . r `1 ( , 4" Ce C. SLAB COM'•ACT SANS 1 I - 4 I( GONG FT L II-III /6 IL. VAPOR BARRIER OVER 4" AND CVAVEL BASE SLOPE 3" TO 30r10 30 x IO PAPS r. (3- PLACES) W/ 3 - # I' 6A25 A WAY - II -10 J , 1,r 3 L 5t 1-Illr I\` I IIloll . ._. � I I - o I l ST E FOUL] DATI ON - -.. _ _ _ �� / / - / � TNILKEN EDGE OF -. _ - _ al 7 5 H R. q / 8 3" /2. O. ^ 2 -IO�Z i ' :i 2 t 221 - 7" 44 11 - o II GENERAL S TRUCLUR ^.L NOTES LODES AL3D S3ELIFICALONS: 1. Uniform Building Code - 1991/edition. 2. ACI 318 -88 Building Code Requirements For Reinforcer; Concrete 3. Simpson Strong Tio Connectors Catalog. 4. Truss Joist Corporation Design Manual. pESIGN CRITERIA: 1. Wind Lead - per Uniform Building Code Exp. B Method 2, Basic Wind Speed = 80 mph. 2. Seismic per Uniform Building Code Zone 3110 3. Roof Load - DL= 25 psf LL = 25 psf ( snow) 4. Floor Load - DL = 10 psf LL = 40 psf 5. Deck Load - DL= 10 psf L =60 psf 6. Soil - 2000 psf (allowable tearing pressure- assumed) 30 pcf (lateral pressure of retained earth) CONCRETE COVER FOR REINFORCING STEEL - noted otherwise, concrete coverts/call ho ns follows Footings poured against and permanently exposed lu cotlr Formed surfaces exposed to earth Slabs and walls at Interior face :ed otherwise, all lumber shall be es follows) 3 r Construction loads beyond the das.y bad are net permitted. 4. Provide meatier) bracing until sheathing material hos been installed. 11055: 1. Extend footings to undisturbed soil or fill compacted to 9556 Modified Proctor. 2. Bottom of exterior feelings shall be V -6 min, below outside finished grade. I walls with a free draining material free of organic material and debris. 4. Do not buckfll walls until pony wall and first floor sheathing are Installed per plan. TE 50 psi min 5 socks of cement per cubic yard of concrete and o maximum of 6 -3/4 gallons of water per 94 Ib. sack of cement. um sized aggregate Is 1 -172'. Maximum slump is 4 3. Ali concrete In footings and walls shell . poured Ina monolithic pour unless approved by the ;;goer prior to pouring concrete. ' ' ^- il concrete walls. Segregation of materials to be prevented. special inspection required. • Rf Q ING STEEL: 1. Unless therwise noted, all relnforcin6 ea, shall be Grade 40 deformed bars in accordance with ITM Specification A-615, of the sizes shown on the drawings. 2. Lop all splices 32 bar diameters or 1'-6" minimum unless ut e.se shown r elbow ball (32 die.) to lap horizontal steel at corners and intersections in footings us. Beams A Headers DF -L 1%2 or better (Fb = 1250 PSI) Post DF-L12 or better (Flo = 700 PSI) Floor Joists DF -L 12 or better (Flo = 1250 PSI) timber kiln dried. 2. All grades shall conform to NJWPA Grading Rules For Wastern Lumber'. 3 Bolt heads and nuts bearing against wood shall be provided with standard cut washers. 4. Machine bolls to be A -307. 5 Anchor bolts into concrete shat be 5/8' 48" 6.e. (uno) with min. embedment per UPC G. Aii wood in contact with concrete shall be pressure boat.. 7. Miscellaneous hangers to be Simpson or approved equal. 8. All nails shall be common wire nails. ; GWLOL INALOS O& M2MBER8{ 1. (slued laminated wood beams. Douglas Flr, kiln - dried. stress grade combination 24F -V4 (Fb = 2.400 psi) for simple spans and 24F /V8 for canlilevor and co./mous spans: 2. Glue shall be casein with mold inhibit'''. 3. Bottonh lam to be flee of unsound knot= larger than 1/2' diameter. 4 AITC skimp and certification required. LAMINATED NEE�i - LUMBER; 1. Laminated veneer lumber by Truss Joist Corp. (Mlcro=Lam) or equivalent (Fb =2800 psi). 2. For top loaded multiple member beams, fasten with two rows of 16d nails at 12' o.c. Use three rows of 16d nails for beams with depths of 14' or more See Manufactures ore•enc. for side loaded members ti, 3. Provide blocking or lateral support at bearing points. 4. Do not cut or notch beams. WQOD I - JOIST 1. Joists by Truss Joists (TA). approved equal. 2. Joists to be eructed in accordance with the plans and any Manufaclurers drawings and nstallation instructions. SILEM_IWLLI 1 All shear well sheathing nailing and anchors shat be as detailed on the draw3gs end noted. in the shear wall schedule. All exterior walls shall be considered shear walls. Use APA fated sheathing (24/0) - blocked -with n minimum panel edge noting of 8d 00 6 . 'o.c. rune). 2 All headers shall have strap connectors to the lop plate each end when header interrupts top plate. Use (2) - Simpson MSTA24 connectors, (uno). FLOOR AND R0J2i F FRAMING) 1. Provide double joists under all parallel partitions Ihat extend over more than hat the joist length and around all openings in floors or roofs u.n u. 2 Apply 3/4" rated sheathing (32/16) nailed to Poor framing members with IOd comm. wire hails at G" o.c. at all support. edges and at 10 o.c. at interior aura.. uno. on plans. 3 Apply 1/2 sheathing (24/0) nn roof nailed to stiffeners or rafters with 10d common wire nails at G o.c. at supported edges and at 12' o.c. at interior suppo Is a 11 o. on plans. 4. Blocking of interior edges is not required u.n o. on plans. MANUFACTURFV WOOD TRUSSES; 1. Trusses shall be designed and fabricated In accord.. with the 'Design Specifications for fight Metal Plate Connected Woad Trusses' by the Truss Plate Institute. 2. All films. shall be designed and stamped by a professional engineer licensed In the Slate of Washington. 3 Roof trusses shall be plant fabricated of Douglas Fir -Larch or Hem -Fir. 4 All mechanical connectors shall be UBC approve. -- 5 shop drawings and Installation drawings stamped by a licensed engineer of all it usse^_ la the owners representative for review and Building [headmen( approval. ` it GENERAL CONSTRUCTION NQTES: 1. All construction shall conform with the Uniform Building Code (UBC) 109edition. 2 Tho contractor shall he responsible for all safely precautions and the methods, techniques, and sequences or procedures required 10 perform the specified work. 3 The contractor shall verify all dimensions and all conditions al job site including building and site conditions bufoe commencing work and be responsible for seine. 4. The contractor shall provide temporary bracing as required until all permanent fuming and conneclieus have been installed. 5 The conlMajpr. shall coordinate with the building department for all permits and building department required inspections. 6. Do not scale drawings. Use only written dimensions. 7. Variations and modifications to work shown on these drawings snail not loo carried out r;".hout written permission from the designer or engineer. N 00 FOUNDATION NOTES: 1 ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SQL. ASSUMED SOIL BEARING CAPACITY TO BE 2000 P.S.F. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE -PRES RETREATED. 3. ALL BE MS TO BE 4010 05 02 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 POIFr LOADS FROM ABOVE. 6. SOLID BLOCK OR BRIDGE T MID -SPAN OF ALL FLOORS JOISTS WITH SPANS GREATER THAN 10' -0 ". 7. FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 8. PROVIDE MINIMUM 18" -24" CRAWL ACCESS. 9. PROVIDE CRAWL SPACE VENTILATION PER UBC. 44 -0 FOUNDATION PLAN 1 /4 " =1' -0" BE Rh WITHOUT BUILOIIJC 66/'(ATE PERMIT - 1 yRED I 14F.CHANICr,L ECTRICAL DIV■S1Oc (L`(_ r: ,kDE authorize the V)ole,,,, c. ". 0 or ordimaIlla Raceipt of car - -_ is .approved pima atirowledged. Dale (s - / - Permit No. M&-oio& 2E F ti..T EVERY EFFORT f7AS BEEN MADE TO ENSURE Th1E ACCUBAGV OE THESE DOWMENTS HOWEVER,r} IS THE RESPCNSmxrrV CF THE D CONTBACTCA TO VERIFY Ail DIMENSIONS AN STRUCTURE PRIOR TO CONSTRUCTION. h1 GENjEP GSD- 816 -H294' P lan No. 1555:‘ Sq Ft: 2032 Date: 12 - I! -HZ Stele: 1 /4 " =1' -0', � -v s' 011 5 ° 3° 8 -4" 1942 5' z IL 2" I O 10" LINE OF OECK ABOVE/ 1 PINISNEC> L3ASEMENT 6,1- 8" D'' 'O/Ob O UP 14 v'- 4'11" °6 ¢0 SG 44' -0' LOWER FLOOR PLAN 1 /4 "= 1' -0 "" 44L o" t ro t / I-' �5�' 1rC °s tr esk Oyer 50'_IV CORE MkN. 1 SELF CLOSING 10 2 -B ° x 7 ON GAR. 4 PR. 8'3 R.O. Z 2'- 1 01444E �' cRCc 4xv POST L.-44..,- 1 IS USE 5/8' TYPE 'X' GWB ON ALL WARM AND STR TURAL WALLS. 2 LAYERS S/8' TYPE ICON CEIU WRAP ALL EXPOSED POSTS AND BEAMS IN 5 TYFE'X "OWB. ' GE fox POST W /APPPOVEO _ ,GO,. BASE ANC PO -[ To SEAM CONNECTOR N ' ND. tf0 0SD GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH I BC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AN RANGES TO 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 WATER PROOF TO MINI- MUM 70" ABOVE DRAIN INLET. b. SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. FLOW. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 2410F A DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER UBC CHAPTER 34. 4 NOOK 12" EATING EAR K LOO CP u O SINK RANGE KITCHEN I2W, v.I P3LffE : f _ ReFfz 4 = I 0" j DINING ( 0 1-f 4B "x 32' SH WR. S.G . ' FAN LINEN 3. " METAL FIREPLACE INSTALLED ,PER. MANUE SpEGS. PROVIOE MIN. G Q. It, O.A. LIVING ROM NON STRUCTURAL 4x4 PoETS (WRAPW/ I x 2 ON 30"4144 x 8" WALL W /WOOD CAP SIDE L l Wl5.G. OPT:ONA L 2 ° 4 ° 4KYL: 1104. 3'4' 1181, : 2 1 4" BEDROOM 2 WALK -IN C LOSET 4 COPYRIGHT • MAIN FLOOR PLAN 1/4"= 1 TOTAL G LAZING TOTAL G L OOP AREA GLAZINV AS A OF FLOOR AREA 27.5. 30 5 4.FT Za 6Z 5 07: I I /,,, c '�KWt s C EVERY EE f HAS BE MADE i ENSURE THE AC OF THE DOO rza., HOWEVER, R IS TH[ RESPONSIRILiry OF T 11F IXJTRAGi OR 10 VERIFV A DIMENSIONS AND STRUCTURE PRIOR iO CONSi HUC MAIN FLOOR ... 1465 SQ.FT. UNFIN.LOWER FLOOR... 797SQ.FT. TOTAL... 2Q 62 SQ.FT. GARAGE... / /6OSQ.FT. REVISIONS C 0 0 0 GSD 816 —H294 clan No: 1555 Sq Ft: 26 T Date: Scale: SOLID BLOCKING DOUBLE 2x10 RIM JOISTS N ETNIEST Zx 10 SOLID BLOCKING D o(o& SIMP5019 HUSZIO JOIST HANGERS (0, EQUAL) (TYR) SIMPSoN HUSC ZIO -Z DBL• JOIST HAUGER (0R EQUAL) (2. PLACES) poubE Zx10 IQ IM JOISTS FRAMING NOTES: MAIN FLOOR FRAMING 1/4 " =1 -0" 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6x10 DF #2 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' - O". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 2x l0 RIM JOIST DOUBLE Zx : o KL OCR JOISTS AT ALL CANTILEVEREE WINDOW CRIPPLES FROM ABOVE (TYP.) SIM C 4x 10 D.F. HEADER F PSO N AP 50L10 BLOCK (TYPICAL) PP. # I CONTINUOUS HEADER / 2x19? SOLID BLOCKING DOUBLE Zx 10 RIM JOISTS GABLE EN TRUSS 32- VALL AND GABLE ENO TRUSS' crt CI Z' Z" SPAN 2 4 s'/' ROOF FRAMING PLAN ROOF FRAME NOTES: GABL ZPAN ENN ) TRUSS GABLE END TRiJ' 1/4"=1 1, ALL HEADERS TO BE 6x10 DF #2 UNLESS NOTED OTHERWISE. 2- ALL TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICA- TIONS ON SITE FOR FRAMfk INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANU- FACTURERS 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 MINI- MUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC . ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECTION 2517(J) TABLE 45 -Q AND SECTION 2510(F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2510. LE END TR cO" SPAN) PER TRUSS TOTAL ATTIC AREA - 1,4 54 SQ. FT. TOTAL VENTILATION REQUIRED= 9.109 5C. FT. OF WHICH 4.84 5W. FT. MUST BE WITI -IUN THE - TOP 1/3 OF THE ATTIC. P�F N�Kylly* CE EVERY EFF H AS BEEN AdADE TO ENSURE THE AC OF THESE DOCUAENTS HOWEVER, R IS THE RESPCNSIRILRYxIF THE CONTRACTOR TO VER IFY ALL OIMENSKKJS ANO STRUCTURE PRIO TO CONSTRUCTION. r GSD- 616 —H294 ti un- 9 H. o D d I ATTIC I I VALL Zx 0 Bp EYE RLDGE /`i� .. A .• lr V I RIDGE � SA FLASHI OVER --SAL POLE FRAME li r ANL" G _.c -__—I - r VENT V Q N N tR N � OV ER O R10GE GRAM_ (�fYP) BIB. I r4-- GA (B2 _ r 'AM, I � 1 /IlI1 2x lo � 111 i � �' i .4 4. @ Z4'� 1 / /11:., i I , VALL / `J, /� . .Y .2x8 . it "_,, // � / // / A, / / I / ,/ � �II iI L I � fL I 1 LJT I / //� /jam r �/� / / / � / / / �V (TR S PAN 23'0 " / / �f � I / / / / / ASV 1 1 - - � i i1 .LVA�� � _ i Q 1,--- / „4, {' SOLID BLOCKING DOUBLE 2x10 RIM JOISTS N ETNIEST Zx 10 SOLID BLOCKING D o(o& SIMP5019 HUSZIO JOIST HANGERS (0, EQUAL) (TYR) SIMPSoN HUSC ZIO -Z DBL• JOIST HAUGER (0R EQUAL) (2. PLACES) poubE Zx10 IQ IM JOISTS FRAMING NOTES: MAIN FLOOR FRAMING 1/4 " =1 -0" 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6x10 DF #2 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' - O". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 2x l0 RIM JOIST DOUBLE Zx : o KL OCR JOISTS AT ALL CANTILEVEREE WINDOW CRIPPLES FROM ABOVE (TYP.) SIM C 4x 10 D.F. HEADER F PSO N AP 50L10 BLOCK (TYPICAL) PP. # I CONTINUOUS HEADER / 2x19? SOLID BLOCKING DOUBLE Zx 10 RIM JOISTS GABLE EN TRUSS 32- VALL AND GABLE ENO TRUSS' crt CI Z' Z" SPAN 2 4 s'/' ROOF FRAMING PLAN ROOF FRAME NOTES: GABL ZPAN ENN ) TRUSS GABLE END TRiJ' 1/4"=1 1, ALL HEADERS TO BE 6x10 DF #2 UNLESS NOTED OTHERWISE. 2- ALL TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICA- TIONS ON SITE FOR FRAMfk INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANU- FACTURERS 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 MINI- MUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC . ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECTION 2517(J) TABLE 45 -Q AND SECTION 2510(F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2510. LE END TR cO" SPAN) PER TRUSS TOTAL ATTIC AREA - 1,4 54 SQ. FT. TOTAL VENTILATION REQUIRED= 9.109 5C. FT. OF WHICH 4.84 5W. FT. MUST BE WITI -IUN THE - TOP 1/3 OF THE ATTIC. P�F N�Kylly* CE EVERY EFF H AS BEEN AdADE TO ENSURE THE AC OF THESE DOCUAENTS HOWEVER, R IS THE RESPCNSIRILRYxIF THE CONTRACTOR TO VER IFY ALL OIMENSKKJS ANO STRUCTURE PRIO TO CONSTRUCTION. r GSD- 616 —H294 Pcitociia3 RIGHT ELEVATION 1/4"=1'-0" LEFT ELEVATION 1/4=1-0" r Z 3 GI-IAMFERE0 CAP 1 4 HIGH HANDRAIL w/ Zx Z BAL ,TER. SPACED 1,12 I Z 4103 q6141W1, 4,0 0.F. 6EAM ,<4 Pc, - r - EXTEND M. IZ" I3ELow GRAPE 2. BAR6E W/5/4 x0, RAKE TRim Ix 3 0VER Ix 4 OvER Ix to - 00 2 . 3 CHAMFERED GAP AMP Z x. • Zx 3 cl-IAMFEREP CAP An1P !Kw 5/4x 4 ,Rit, REAR ELEVATION 1/4"=1'-0" FRONT ELEVATION 1/4"=V-0" YVC,012 5, BEVEL 51011,,, CH'? GF TUMILA APPROVED JUN 0 9 , 99a , ,GTED Eye" EU,;;c' " r"E mEnrazw„„0 —razza%,,, CONSTRUCTION 0 - /Job No IIC vuoulanra GSD-816—H294 Sooeis 340 HIGH HANDRAIL AS REQUIRED PER U13G 2.9 TOP RAIL Ix 3 EA. 51DE OG BALUSTERS ,c 2.2 BALUSTERS SPAC pER Ced/c/tx4 SPACEP DECKING 2.4 BOTTOM RAIL 5/4 x 12 4KIRTBOARD 4x10 D. P. Z BM. PROVIDE MIN. I" 4.4 POST W /516 ECC44 (ENDS AND CC44 COLUMN CAPS (0R EQUAL TO BEAM PLINTH ON Io"5 G]. X 0 "THICK GONG PAD. MUST EXTEND Li MIN. 12' BELOW GRAPE Itt tan tOMMO �I coxlo 0. >: . 4t Z NV2. TYPICAL EXTERIOR WALL: Z -Zx(a TOP PLATES 2xG STOPS 2 ILo "O.C. 1)2' GWB 1/2" PLYWOOD SHEATHING IS# BLDG. FEL=T EXTERIOR SIDING PEQ PLAN 2x (o BOTTOM PLATE 2.12 FLOOR JOISTS\ n: I I(c " O.C. Zx (2 22' JOIST I/2 GWB 2 -2 =4 PLATES 2.4 STEWS &IG " O.G 1/2" GW8 R 19 INSULATION Z TR. PLATE Ex PANSION J0■NT 5/8 GM? APP8OVEV 7921.1,6E5 24" O- G. /Z- 38 INSULATION 2-Zx12 2x, LEDGER 2.12 TREADS 22 S/4 PLY W P. 1 /2 ", RISER BPS. 3 -2x12 STAIR STRINGERS PE¢ - SET 2x6, TOE PLATE TY PIGAL INTERIOR WAL, 2-2x4 TOP PLATES 2.4 STOPS 2 ICn "O.C. 2.4 8OTTOM PLATE 62I EA. 8122 OPTIONAL WOOD RAILING (..lo D. F."2 HOR O RIM JO ST 2,10 DECK JOISTS SIMP50N HUS2o JOIST HANGERS (OR EQUAL) 3.10 OF. LEDGER. W/ I/2 3 A. BOLTS E 24" 0.2. 47A662R2D 2., PT PLATE J 1. f I, 04 BARS a IB "0.6. VERT. 47 BARS@ IZ'O.C. HORIZ. BITUMINOUS COP, ING 4 22r. DRAIN TILE W ,/ GRAVEL FILL 2- . 4 CONTINUOUS BA, lo‘ CON,. PADS PE, F0UN7ATION PLAN 4" CONC. SLAB W/6 MIL. VAPOR BARRIER OVER 4" COMPACT SAND AND GRAVEL BASE TYPICAL BUILDING SECTION 3/8"= ROOFJNG TO BE 235# COMPOSITION SHINGLE WITH 15# FELT OR WOOD SHINGLES 10" T.T.W. WITH 30# INTERWOVEN FELT. SHEATHING TO BE 3/6 2410 PLYWOOD FULLY BLOCKED WITH APPROVED CLIPS (CCX WHERE EXPOSED 1 OR 1x6 SPACED FOR SHAKES. (MAXIMUM 4 "). ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVA- NIZED STEEL. ALL GLAZING TO BE IN COMPLIANCE WITH THE LAT- EST WASHINGTON STATE ENERGY CODE. 4 4' STAIR NOTES: w000 SHINGLES Iii KELT 1/2 SHEATHING STUB # 4 BARS IN60 CON,. SLA8 10 I0"0.0 4'GONG. SLAB #4 BARS C. IS O, C. VERT *4 BARS 2 (2 G, HORIZ- BITUM1NOUS COAT1N6 2 - # 4 BARS c 6NT. • STRINGEP.STOBE FIREBLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 8 ". • MINIMUM RUN TO BE 9 ". • MINIMUM HEAD HEIGHT TO BE 6' -8 ". • MINIMUM STAIR WIDTH TO BE 36 ". • PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOT- TOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W /MAX 6" CLEAR SPACING BETWEEN DIVIDERS. 87420662 INSULATION BAFFLE FOR I MIN. AIR. SACE. SIMP50N 14-1 SEISMIC TIES (0R EAUAL) AT EVERY OTHER TRUSS 2x vENTED EA BLOCKING W /(3)- I /2" HOLES EACH W /SCREEN - 5/4 x Co FASCIA W/ CONTINUOUS GUTTER 3 /4 " T.E6 PLYWO. SU8FLOOR BOTH GLUE UE AND NAIL 2x B JOISTS E Igo" 0.,. CITY OF TUKWIL4 A,,PPROJEO JUN 0 9 1993 KITCHEN 1 0 0 LOWER FLOOR ELECTRICAL -Dcig-Noe5 1/4"=1'-0" 4 — T1 — CABINET ELEVATIONS 3/8"=V-0" BATH 1 MSTR BATH r — — 1 L MAIN FLOOR ELECTRICAL 1/4"=1'-0" 0T• *PROVED JUN 0 9 1993 No,d, tro° GSD-816—H294 Plan No:1555o Sq Ft: Date: Scale: �.: ,, TYPICAL LATERAL RESTRAINT PANELS _- 2,4 TorpLA - co I e, Todt'LnT� I 41EG176iz o M {1EaI7GIZ \ Zi MI,1 146.- �i 4 - fl T 46 ro µ .2R. (- AT 3 64GN. 1-JAY _ . NAIL Zµ6ATLI1tJL1 To 6A. = - - PI A ZTU1 -sr &ac. 3 7b 11 FrzoM G ix� cp - - OU7 Fi.AT6`' h + IN GB1-frGfQ or IFl2I1 ' �- I TF�v �iTur?'� k11 ._ _ 8.1 I -tAIL- . 2)c t &IL 6i- IEATLI irk, i lh R. AT 3^a6 BpcN. y.IAY - . NA1t. 60.AT14, -16T To VA, - -r_ - 1 - E 4 -AT 3 oG =- 4 3/b FoM r�rx� of . OLIT117ti F�•616` 4 �'Tu ' " Li ; JT6{Z INS% - r....6. 4 hTUI� WI-1N ad I.iatl.�. 2)c 1 6 , ---' I -r. I _ ' .. ' . r ��: i GI: I:I: ( I I.I. I.� I - '� p 2. _i - ... . 1 .-'J Ill ' . I. , y I. j I j:1 2- hTUlxi 614%. W. AT AU..M E,. — - .4.PA• IZATEf7 SpEATNIN/ - _ . I / rum. - - 24/0 .)‘1'. 1 (OSE, � G1/ - _. , 2 1 ) , arP, ;,EO 1•IQeKPX>, - wcot, To ooNCIz.Te GOh436G - roith wrTN /104. N. 24u7 c ptG I P at e t V�G. ..e.,--r- ..e.,--r- Z51o. 1 - 1- 27 et.AT66 (I -AIL. .. - -- SNE41W -la ro e,,,,,, e,,,,,, 2- hTllGtii NC, AT ALL FANe, II' I I ' 1 1 ' I : =a) n- 1. 11 .I: 1.I 1:I H :1 1 : III 1 j = =J; 0. ?_ £ A 4.1 IZATLJ 61404.744IN4a wit MW. 24/0 6 xg I - - 4, - -- - -- - (O - oy " - GnX j a, e-o 1 MY- TA"J17 - Wct7n to X01 lct - t CO34466ToRh WI NIIU. 3500 •$ GvPAG "7'f : PEte 1/13.. 13G. SGT 2 - 1. Z)' PLATPh (IJAIL. - 4 -t# b To r.,,,,-1 C -_ It �.I I:I I k : 1 - 1 III I _ - f ' -I. i A. r 4 ' ., Pl.AT6) I - �V I PLATO _ ,/8 ° 'I' AKGNOIZ. P- Lib L - MIN 'I EMe - -- J Mg L.15, SEar 2°167 4 _ h - - - - 1 _ T42L6 uo._=2 _ -F• . - — � - - - -1 r tJ 4 71cN FEtz Ut3G. / 7 L seerr. 2910 4.02 TA L-6. }40 .yq 4 % NeATl . -- b ^ 4' 4.44c Noe PoLT ,4/ Y "1 MI/ 7^ EM2 •EPM6NT P5E U6c , .Ear 2 2 - F, . - - - 7� - - - - -TAM-. ua._ ' FouMnATION p'lz VOG. . _ - c7• 2 to 44s0_TAB - -- ko 2q -A : - 24" TYPICAL LATERAL RESTRAINT PANEL 16" TYPICAL LATERAL RESTRAINT PANEL e 65176 i:lu.0imtar S DROPPED FLOOR E TYPICAL. BRICK- LEDGE 4u1}I /G0 o c- hL?Pi t-y (, . W• W.h. aV6tZ L MIL JAPO". bDRFIVIe av612. 4° Lor- ' r �jAUC 64, 6,2 P34h . 4 4 wgz wilac Fogo. e- FOOTING — TYPICAL BAY WINDOW SHEAR STRAPING DETAIL ?x (r *lfuv, W al.LLV �2 G ail Fu(Wo? ht AU4 UYn -- I Li 4 FLIT uum2141' 1 T — _ hI GINb �'j. 2 Pt.4N J/4 , 90& - p1,00g - p'ER PLAN 1.11 INhULATIOt. t7. o• '' o OG ANP - 12 "" Ftz— A. E4.D2.(UNO) ik 4 Pgile IZ OG I10RIZO1SmL G MIL vorox r,64z - -•:# 4 PAP cCNT FOOTING — TYPICAL 2 ma X I=IM Jot57: 'Z c . P•1 . MUD.hi r D'S 0105 APPR-01/4/V ' S,Mr3o0 cf. EgUAL JOIaT 14,,NG61e.. • *AO! )' lo" A.e.. e. 5Woc ppu MIN Iz" FRarn 6Np IUNO) # 4 MaRb YL oG 4.66 2 - k141' s GCNT: /,MIL VA P 21 616 C DROPPED FLOOR P7EAQIN� k14U. OG -2 - 4x4 emit, tT• =2- lE4 ELttLh COPT. tia,GIJIJG..sl.bl3 w/G MIL — vAwe eg.gg ovvR �.} "GcNFAOT yArin p+J 2 4l7Avel. ta4 2e. - _ tT21V� pits u° 2.4 - 4Mo) \ TYPICAL CONTINUOUS FOOTING 664.119 t 2 X rI colx JST+o 4)t 10 TfPlc. ca- 1.-10 C666 Pl a l) yd o� I /i ^ fl 400t' - GI U�iDT 4 x 4 f?..,T go POST TO BEAM CONNECTION - nee6Tim0 ot? = ooctuz t7E t-l6. ti6TAL APPRGVED Mrt. 2 x - 7.44'1 Gr. -_ -Ja lyil PE61 F4000 NUN 2k (tT DY'11 -Jl) -- 17EA7040 1-0t'/ i2- Ws 0 IL " aoR I6#J ec2 51AOGERED 2 x4 , 711177h t(m 2X66, P,Lti�F}'� -AT6 x17 2x 1IH Jolt 2 x L ilega-rgq r -• DECK TO LEDGER CONNECTION 2YL S I6e I°1 I PS1.A..4T10 1-1 2 X(.. 64 FLAT6 .y/4I T$ G SU691. •04. 2) PT. MundLL g /gl!q� "6.?›. a. Cj�Glt oc. ANG 1.410 12 P'zer" S i - i- (UNo 27c211 -1 - Nowt )( tart Jovir ) . 4X to TKPIGAL VOL .% Nr1f617 (See r_nN Vi' yWoon aR 4x4 (4),LAT �jpl.lG7h) go # P��T G Mt, Gn2K1 P-14 - *4640.7 I& - 1-00Z- 2 4 4 SaRf> toNT - /Z avx pL (IJoot9 #_r eVr UhIGWzcA4Y1L-:IT 2xL <1110 IL 1:42(e-L v6N661 CITY OF TUtKWQ) JUN 0 9 i998 BI CtN OFE ?UKWiIA; PERM, CENTER