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Permit D2000-346 - HALFON RESIDENCE - NEW SINGLE FAMILY RESIDENCE
HALFON CONST. 16435 51 ST AV S D2000-346 L 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: OCCUPANT OWNER CONTACT.. CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 537980 -2739 16435 51 AV S NSFR DEVPERM GAS 001 North:_ HIGHLINE Contractor License No: DEVELOPMENT PERMIT HALFOCCO33CK HALFON RESIDENCE 16435 51 AV S, TUKWILA WA 98188 KNAUS JACOB 16445 51ST AVE S, SEATTLE WA 98188 TOM BROWN 301 EARLINGTON RENTON WA 98055 HALFON CONSTRUCTION CO INC 15056 205 AV SE, RENTON WA 98059 t ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: CONSTRUCTION OF A NEW 2,268 S0 FT SINGLE FAMILY RESIDENCE,. 533 SQ FT ATTACHED GARAGE, . 168. SO FT COVERED DECK AREA AND 72 SQ FT UNCOVERED DECK AREA:: . PUBLIC WORKS ACTIVITIES INCLUDE: land altering, er osion prevention, storm drainage infiltration tren _.ch.... ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: 3 208,469.46 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: Hauling N Start Time: End Time: Land Altering: Y Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension._,. N .. Private: N Public: Storm Drainage:_ Y Street Use: N ._ Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * _TOTAL DEVELOPMENT PERMIT FEES: $ _. 2,676.35 ****************************************** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature:__ Print Name: 77 Occupancy: UBC: Fire Protection: .0 South: . .0 East: .0 West: Sewer: SEPTIC Scopes: N Streams: Permit No: Status: Issued: Expires: Date: Phone: (206) 431 -3670 D2000 -346 ISSUED 01/18/2001 07/17/2001 DWELLING 1997 NA .0 Phone: 206- 510 -8596 Phone: 206 - 510 -8593 Date: Ile-4 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 .cancet 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 per it. Signature:__ 1cg9./ 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 Permit No: D2000 -346 Address: 16435 51 AV Suite: Tenant: Status: ISSUED Tvpe: 'DEVPERM Applied: 10/27/2000 Parcel #: 537980 -2739 Issued: 01/18/2001 * k*******************• k***************** k• k**** * ** *k•k * * * **k * * *•k ** * * * * * * * * * ** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. . Engineered truss drawings andicalculations ..shall be on and - available to the bui l'ding, inspector" for `.inspection purposes. Documen,ts'`shall bear the seal and •signature Washington State 'Professional Engin'eer. . Any exposed . insu l at i ons. i ng' material shall have `a, Flame Spread Rating of '25;or +- less, , and .,material shall:'bear identi fication `show:ing the fire`' performance 'rating' thereof. Al.l construction to b,e` 'done ir,,conforrnance with approve plans ;a nd requirements of the Uniform .:Building Code.(°1997;a, Edition) ,'as amended, Uni Mechanical Code (1997 Edition), and Washington State Energy,`Code.(1997 Edition)',; Plut*ing ,shail'' be 'obtained through the Seattle- County Depar. tment of Public • Plumbing will, be inspected b that agency',`° including all gas piping' (2964722) .K ,j • Notify the, City of Tukwi laBuildingA Division prior t pl'acingcanv concrete N:,; Thfg' pr'ocedur - e is in addition requirernents for special inspection Al�le,':wood 'to remain ; inplaced,;concrete' shall be treated woo Validity of Permit" The issuance 61 a .permit or approval plans, specifications-'and computations, shawl not be con 'strued to-be a permit for, or an .'approval of; any violation of any of the provisions of the b - code.'or of any otherord,inance'„of; the jurisdiction. to give'authority to violate or cancel the provisions of this 6 code shall be val ixd. r ; Electrical peim,its shall be obtained through the. Washington State Division of Labor, and Industries and all electrical. work wi l'itbe inspected by that. age.ncy' 6630), 10. There shall `be no occupancy of the building(s)until''the final inspection has been completed by the Tukwila Building Inspector. 11. All ` mechanical work. sha l l be ° under separate permit issued by the City of Tukwila 12. All permits, inspection records, and approved plans shall be a v a i l a b l e at the .job site prior to the start of any con - struction. These documents are to be maintained and avail - able until final inspection approval is granted. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. z mo w. g J0 U co 0 cn w w Z :. J �. w0 g Q O ' . H w. O 0 0 • o H , Ic O w Z I . 00 i'" z 15. 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. 16. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 17. Any material spilled onto any street shall be cleaned up immediately. 16. The Land Altering Permit fee is based upon an estimated 80 cubic yards of cut and 80 cubic yards of fill. If the ,final quantity exceeds this amount, the Permittee shall be required to calculate the final quantity and pay the difference in permit fee prior to the Final Inspection. I hereby certify that I have ,'.-read'these:condlti, and will comply with them as outlined-A1Y-prOvisions of law -an*. governing - this work will be complied with. whether specified herein or not. The granting of,tni perjult does not presume .td'Slive authority t violate or cancelthe provisions of , any•other work•or locallaws regulating consfructiOn the performance af work. V 6 • 6 '. be ignature:/fP rint z --; Project Name/Tenant: 1 C.GV 57 - / 1 clti/C Z / l/7-. Value of Construction: /SG, G7e-& Site Address: 4/ - - s/n - .fir --E.� i State /Zi • Tax Parcel Number: 6326 3 Phone: - .� - /cD -- 8 5 93 -/ Property Owner: X33 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) ;?Z* sq. ft. Uncovered Deck / d`J' /- /i�'�“ V Street Address: > City State /Zip: Fax #: ��:s - - - /1/45`P6 /S S d - - szx- SE - rr,N U/ 5g Contractor: AOZ- =ate GG)/k/S - Phone: ' ,�-L --5 - 8.5` y� Street Address: 1.6 -- OS` r )z"/ City State /Zip: c j Fax #: ' .`x..2z - - - v-2S - /S Architect: "" n/o /•/67 - Phone: Street Address: City State /Zip: Fax #: Engineer: `7 SC= Phone: ` 5 - 4/�3 / - e e =. / Fax #: Street Address: City State /Zip: / /v Ale / 7,19.c,z_ wce /NV/ P8a'z2 Contact Person: - 1' 5 - 1' �.. - 1 Phone: G -s/d -Sa' Street Address: 30/ ,>4/A/c 77:A/ Scv. , ' City State /Zip: Fax #: i 42-1/45 - r/7 -0ff /‘" ^/ %8a Description of work to be done: eje2.vs7ku -7 .vim w 3/A/6e - /WI- e-s /DG -/ c6 Type of work:ew 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: ,171-.Sewer ❑ 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: 22_.e ' sq. ft. Dwelling *!g sq. ft. Covered Deck(s) X33 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) ;?Z* sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 446- C ' , *For an Accessory dwelling, provide the following: / Lot area Floor area af 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 TUK "ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT REQUEST FOR PUBLIC WORKS,SITE/CIVIL PLAN REVIEW OF THE FOLLOWING :'. (Additional reviews shall be determined by,the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 1 0 Public ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: ID -21-00 Date application expires: Applic ken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM F'" . STAFF USE ONLY Project Number: ` Rez-cD37 Permit Number: I DZ$000 - gal ,�. .iir ice Schedule: BUILDING OWNER .OR AUT ZEDAGENT: Date: Signature: j / 7 . Print name: - Phone: -24 S iG --.5-,e I F ax • � '�.5' 4i 7 — as �i� 0�� 7 —p•r� ° Address: � / iG /x/7" / 5-7-.) City /State / 3A. ALL SINGLE - FAMILY RESIDENT! PERMIT APPLICATIONS MUST BE. BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY .. AEGISTERED ARCHITECT OR PRO' _SSIONAL ENGINEER MAY BE REQUIRED BY' THE BUILDING OFFICIAL ➢ 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 ❑ 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) a ❑ 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) ❑ 4,,, Building height ❑ 1 Building cross - section ❑ 14 Structural framing plans and details necessary to completely describe construction ❑ CI, Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump orm H -1 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding Owner /Authorized, Agent .If the applicant is other than the owner, registered architect/engineer, or contractor daeneed by the State. of Washington, a,notarized letter from the. property owner authorizing the agent to submit this permit application and obtain the: permit will be required'as part of this submittal.` I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z ~ w re 00 C o J = 2 u w 2 g = �w z � zF- w w U ON 0 I— w LI O W 0— F- O ~ z Total: Fees': 2,651.35 This Payment 1,042.70 `Total ALL Pmts: 1,042.70 Balance: 1,608.65 3 *'***** * * ale **************** t****** ** * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * ' Accouht -Cods Description Amount 000/3.45. 830 PLAN CHECK -. NONRES 1,042.70. 9351 10/30 TOTAL 1042.70> x.,."74 ;b ii7'r `,"Yt - er r d , '?,�':�'F'i'°�''7YY,T"+4, - t!•' J Y-^'-`j` -his +: i :a r.tiY "e " °TT' '� -t °' ''t.� i , dvf"t,x`n+- r 3 . .. * * * * * * * * * * * * * ** *466 ******* C**** * * ** * * * * * * * * * ** * * * * * * * * * * * * * * ** CITY OF TUKWILA WA TRANSMIT **********,************ * *,.d * *. * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** TRANSMI1: •.Number: R9800382 Amount: 1042'.7010/27/00 10/27/00 14:59 Payme ^ht Method.: CHECK Not. tt i an: HOWARD BROWN Ini t BLH. --- ----- Permit._ No: D2000-346 DLVPERMDE:VELOPMENT PERMIT Parcels No: 537980 -2739 Location: O U _ � ►- w, Z ,-0 :: Z W uf • '; v 1 , Z? , ' Z Fr * k * ***• k k• k*** * * * *** * *:k * * * *•k * * * * * • k * ** *kit * * * * * * * **ok * *74 * *:4 *kk* t CITY OF TUKWILA. WA * * * *: ** * *•k * * * * ** ** * * * ** fir* k * * * * *•k * * * * * * ** * * ** * ** * * * ** * * * *:k * * * * * * ** • ;,TRANSMIT Number R01.00064 .Amc unt:. 1.633.65 01/18 /01 00:42 vment ;:tMethod: CHECK Natation. HALION coin rRUCT In1t:RLH Pbrmi ;t No D2000 -34 Type: DEVPER14 DEVELOPMENT ; PERMIT Parcel No 537980 2733 Site "Address: _16.435 51 AV S ;r' €tal Fees: 2.676.35 1,633 ,65 Total . ALL Pmts; 2.676.35 TM i s P�t4�mer�t, Balance: 00 . * *•k**t * **' * * � ** ** k• k***** r********* * * *:k * * ** * * * ** * * * * * * *** * *** *fie* Doscri .r.at1on Amount � AcCauht' Code .. 5 MR-ES - •1�U4:'7U 000/34.830 , PLAN , NOMR n,2. BUILDING CHECK -., RES,'•; :t,604.15 t ?QUO /3,:....iVU 000/345.830 PLAN CHECK RES 1..042.70 .7U � 000/345.830 P SAN CHECK UTILITY 10„0 Y 0. 000 /3,86.,,904 ST 1•E BU ILDING SURCHARGE 2 2.400 INS FEE STORM DRAIN! 15.00 ...'i 1653. : TOTA L. : . QvPrliTM x . i:3%ti "r :rx4 k".3/Rciiit9i • t' 3ik'V s Sn' 1 r5 ,, ?k Pr.'•ct: ',,, 1 Type of Inspe;- : r Address: ' Date call Illif 'Special in structions: Date wanted. fi• K /At l f R Ater:. b t.,h'1 D Irv" P ne: OLSO SI 0 •• R a cf 0 INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING, DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:. G1/ PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspectors D 6 (/� 30 ( 6 ( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: CO u. w 0 u_ = d ` W 0 Z F-+ nl U s 0 N H! = V' ,, u. t il l ; 0 1- ; z Prpj �cyy SMP l t l rO n t00)19i. stn. r . Type of Inspection: ? , ✓It1.� - Address: < r. 1101435 `51 A e..S Date called: g a79 - o/ Specia ir}stru tions: &.'t7L cf Cke (r p. ..ecv,Q.1 Ear \cti "7 -/21)110(10,e CL. Ili. — ea/fill CN_'1's ( f-P p(ib�l'i ..� Date wanted: a.m. p.m: Requester: VYIC- -i1 Phone: 46l0 - 5/0 — a59(P c_fk INSPECTION RECD Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 "Southcenter Blvd, #100, Tukwila, WA 98188 ooO °3` PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 211 c Inspector: (.iY Date: 51/?-94( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: suis`4o.�w;. : :;( Lk c tr�e:cw ^• - vLus, «va.;?r.m.. ��.�fc.J7 n ":.l .x. >��ht�� rvir h.let, haa.. + , ti w �.kr r.<tr,.h ..F..,,.. Project: , > '• - Type of Inspection: Addr ess:. R04 35" Si 4 S Date call d: 2- g / Special instructions: Date w ted: Requester: ri) A4 Phone: Z 0(0 5/0 Ps 91Q INSPECTION RECO Retain a copy ,w,th per 0 it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd, #100, Tukwila; WA 9818 Di PERMIT NO. (206)431 -3670 Approved per applicable codes. ig Corrections required prior to approval. COMMENTS: rD UA ('k vN, CA ! A pertakx 601t . UOd`‘4•5 Cat p pTtlJ VP ► rc r rec,u t v-P ci F ►D L' CO *, v�c,�1 \ v.C, e(tv\4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,�.�fky > tom tq ynV 3 . t , ,, �`�1F3tAUtt��i iia'.. �' 1� !�Jddits'u�4a�:A ciu.° ::j 7 _F�.__. a+9M1a!Ca�v.w�x�4lli. a�i b,�5 9 �tise'.�r3eu- . w U co Q' 9Ff W O = CS = ; Z IF,. Z o, W 0 uJ uj 10 , li Z z Project: - " , .iarrAC of Inspection , ` ` INSPECTION RECOPO I etain a copy with Retain PY permit P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION s �111A 98188 ��nn Southrenter Blvd. #100 TU�CVY�� ,.... PERMIT NO. (206)431 -3670 Corrections required prior to approval. Approved per applicable codes. COMMENTS: \ 2 ■, \ c v.su1c.. -1, o - Gt p i"o MCI 0 � �i wSEC P R tc \ -e\A4 ap ra VPit \-19(A:31. Mc pp � Mc - a Ov Vie aspect ti $47.00 REINSPECTION FIE REQUIRED Prlor^to Inspection, fee must be paid «`at 6300 Southcenter Blvd., Suite 100. 'Call to schedule reinspection. Receipt No: Date: " s."nL'SC'1.v.7it " r U O ' N D� N w . N LL w 0 LL Q ': z l-; W w' a. w LL 1 — O `. ll U N ( 0 Z • INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Project: foe, Re co:1cm Address: Special instructions: ,.. p . l ... Approved per applicable codes. Type of Inspection: +." . I, t: l bat f Cl F& n i nr, Date c Iled: /l0 ICt Date l I I nI O . I Re9 t f»'V'1 Phone: 20(D -SID -8ScII Corrections required prior to approval. COMMENTS: M t Inspector: Date: (206)431 -367 u . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: w. ten .3,. w..e.ai;ua.14:ZA.tis t `4 Sl .. .1 a; ..�a�n ^tlitebx,3st4' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Type of Inspecti•n: Project: Addre s: Date called: Date wanted Requester Phone: Corrections required prior to approval. Approved per applicable codes. cto $47.00 REINSPECTION FEE REQUIRED. Prior r to ins e ect i on, fee ection must be paid at 6300 Southcenter Blvd., Date: PERMIT NO. (206)431 -36 ll,..,A.1 r.. LaoS,',va ' 114.�N::';�r'id�lr- x,'6!' ;L�'ern r:r.,a.1. "a, }I i „i z.�..i i a.r�X.?�ivni.3.r.. �,e •!i.t; rF .t9hil N w O }. g J; co c 3 H Z '; HO ' Z F-I tu U 'O tO' 0 I— w 717 I Id u- O Z , Z Pr•j: t: Type of Inspection:-/- r/ "•-/`.«. Address: Date ca e• : , p Jc.i Special instructions: • Ln &(CQ - sa:.d ( pktriLQ Date want y/3 / m. p . Regyrr. 1 CY1w1.--t.l7 Phone: r,. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -367 1 -,- ... „ , j Approved per applicable codes. n Corrections required prior to approval. COMMENTS: /) ( j i � ,4 $47.00 REINSPECTION'EE REQUI ' D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :+Y;�: n:.'u;i«%�k,1Y`F.} «'.rt 4 �t. ri54: 2' i' �4w1+. tys'WY'ta7rytibv�Y.�tSr�tiiibir.. �.tk:.�L!�.:Ari..l� �c '4uit7s,ix3.aw.!5::1.S�S.`h'5� 1- W MV. v 0 U) 0 U) UJ co W 0 } ° g j rya = d ' -H W Z I-0 Z H LLI 0 f O 0 I ;W W` W FO�i Il.l 0 F 0. Z Project: / �� �jn Type of Inspection: L n. // - tv..— 1/ A 5 Lief - Addre J da ailed: / f .,... S . ecial instructions: Date wanted: ej1 ..m. Reques er: Phone: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Inspector: Date: s/ Corrections required prior to approval. D 4i7 /1/14111) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ui,f . ��u�arab .'.E't,.�wa.Aw..•.� ,.....� - a gym. o.#WnrStt:. ^.e:�?��i) s''tJev<v34n.f b... li..A E, 'w,.sk;vr.•bt:'c D' UO U) o: co w W y o y g J ' LL Q fA W• F■+ O F Wul 2 O N ` 0 F— W W O' O Project f / /2t#- % -> \IA / 2 /d., h / .5,P24? Type of inspection: 1 Date called: /7'7 g " I r- / / Address4 .5p ti L,65Lr1h r •if / . G1I rp`' !'` 6 ( Special instructions: 2-.06 S/0 - 4 (J Date wanted• a.m. Requester: ,.. k. mot, / Win Phone: 4 Date: '' -� �J ,� ) COMMENTS: /2t#- % -> \IA / 2 /d., h / .5,P24? /7'7 g " I r- / / t ei - id e IPtif / f 4.e Pr5 c. ' .5p ti L,65Lr1h r •if / . G1I rp`' !'` 6 tC/a o A'"' w ! , ,`' v ?c 1 S c ho / : r/ / Sk' // C � '7rs q Inspector: Date: '' -� �J ,� ) INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. 0 Corrections required prior to approval. 0 $47:00tINSPECTIt7 V FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No: Date: t 4..t. 1 b VvM!.^�� �^ r . .�;k+•.>• 3adY:.6r,+t�al4kt*trN.w�it4.a ri'extv9'�; �n'+aa.a,u;d...fni e.� '�&ax„U •�tCGai�:�- W J 0 0 O` CO 0 W tL Q O: HW ; Z Z � W W! 0 : 0 0; i0 Di '0 H. W', 1 w ca z , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Project: pi a Iron s F Address: R og35 5151 Ave $ Special instructions: Type of Inspection: Jownsp lines I nfi )4rafi an Date c led: Date wanted: a.m. Requester: 10 ro w er Phone: - 6 Io .- S Approved per applicable codes. I Receipt No: INSPECTION REC Retain a copy with permit I D2oo0- 3 4 /61 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 3✓ 0 �' "X r rod Loyt Grnr,t 4.J � �' fit . p,5. r rPrak s 1 , ` AJAA 1 .(( c�. 5 5isio 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ?VAlttz+iKt mva s1a�m'*6as .Cii+'J rct�+sr�e awd5�&�k+�r tiaek:a��'4.a fax; vrt u:4s41 , 44 W' U' 00: NO; COW W O.. g Q: N . 3 = d W • z �; CL U o �' = W O; LL I U N I z Project: / f i rc,�t i A /(l7Ck Ty e f�In�speection: K a tJn t! rDD;` 4141) Address: /&v 5 S / sicac. 5a a led: Date c ��r /u l Special instructions: Date wanted;, /5 ,3 3 / 0/ a.m. p.m. Req- Phone: 71)6 .Sly "5 - 57la INSPECTION RECC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. PERMIT NO. (206)431- 1 72. COMMENTS: 1 per 5.1zheci, I A \ z) 2noc ■mu I i c , pviive c r y: t v-e a .5443 Er 4 -�-n r.4 4- Dater 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. Mt�wx J.oa:.?.i SyS.rat s151 'e,.0 Project: c_ yU ( TOYS 3 i � ( Q,f -tc� Tyg of Inspection: / ,Jia!A,/ /01 coo-44 Address: /64 3. _ S /sf , Date called: // WO Special instructions: Date wanted. a Requester: Phone: 26 qZ3 5003 • INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tico PERMIT NO. (206)431 -3670 a pproved per applicable codes. Corrections required prior to approval. COMMENTS: P.Ir \ C % ) iC.A^ L'Uct .1 pp ) . 4 JJ $ tr ©ve ck Date: 1 ... ;9 _ ' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: 6 fid'•1m ?` n .F.•i. i..:'4H+T+..�3?JV.i}.'~}i v.l � 4 Witii a.l..r- ev3'llt+ i. n.1:si.% U O to w w J w W O g O I- W , Z 1— E 2 uj O �' 0 = w, U. 1— 0 (1) Project: i /1 1 5/ c(.enc - Type of Inspection:— 6-,9it re7T . ' J Address: /z /,q35 SI 5 1 tt. K .5D. Date Failed: /d 7 i / i Special instructions: Date ante : l/2 tf f 01 . a. p•m. Requester: Phone: . (0 —L IZ a -SO 003 Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2000-31/44 �a PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: 4.tr wv Ouvjot 4 t r,,., v\r — 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: bra 161 + b ttO c 4 W D 0 0 a, fn W W O J u_ Qs Z �., LU U .0 I— W 0. u. — Z. V N '' H It 0 Z_ $ Permit Number Owner Name Project Address Contact Phone Number Test Hole No. 1 1. 1,4 T/) 2 r..Ess 44 3 ;AAP/ Contractor or Owner's Signature P /pubworks /forms /percolation test directions Percolation Test Results Public Works Department City of Tukwila 3 frt.> Atieir S 3 3 .444/ �S Place additional test results on the back. ,m00 - 341e Timed Test Results sr Ate= .sa i <J�fiJ /L Ge-/4 Test Hole No. 2 1. GcSS 7 3 w, / 2. Lss 7 3. r,m./e..) R CEIVED CITY OF TUMN L' DEC 2 6 2000 PERMIT CENTIai; I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. Date Page 3 12" ° 0 .0 ° 0 6 O o o 1998 Surface Water Design Manual FIGURE 5.1.1.A TYPICAL DOWNSPOUT INFILTRATION SYSTEM PLAN VIEW NTS PLAN VIEW NTS washed rock coo° ° CS ° ao Q< 1 1/2"-3/4" � ° u °° 04 O 4 ° ° 0 _c' filter fabric infiltration trench overflow 4" rigid or 6" flexible splash block perforated pipe OS COgla a �+-- 24" SECTION A NTS 5 -7 4" rigid or 6" flexible perforated pipe n n 5.1.1 DOWNSPOUT INFILTRATION SYSTEMS 1 lin 5.0' min 1' min fine mesh screen \-- CB sump w /solid lid 1-10' min compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" 77-- / roof r / drain sump w /solid lid — roof drain I RECEIVED CITY OF TUKWILA DEC 2 6 2000 PERMIT CENTER M4L/ J c,oAr � 64IX) s /s7- /4-1/E= So - 76 */4-1 ?' Z .2.-octv- 3 9/1/98 Tukwila. - .- .The �'.__ - •�.�l i�t :�7 `�f :11^ ^'1, '.tr.f /fl -_ � :/. LAZE' h o u . . P . : . . _ : _ - ....__ ?_ lv{ : 1 t _ L i ' . '" g r a v e l l y RECEIVED CITY OF TUKWILA DEC 2 6 2000 PERMIT CENTER • Effective 7/01/98 M 1.0 General. M 1.1 Where Required. All roofs, paved areas, yards, courts, and courtyards shall be drained into a separate storm sewer system, or into a combined sewer system where a separate storm sewer system is not available, or to some other place of disposal satisfactory to the Administrative Authority. In the case of one - and two- family dwellings, storm water may be discharged on flat • areas such as streets or lawns so long as the storm water . shall flow away from the building and away from • adjoining property, and shall not create a nuisance. =- M 1.2 Storm Water Drainage to Sanitary Sewer Prohibited. Storm water shall not be drained into sewers intended for sanitary drainage only. . 'M 1.3 Material Uses. Rainwater piping placed within the ; interior of a building or run.within a vent.or;shaft shall be of cast iron, galvanized steel, wrought iron;ibrasa,t:copper 'lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV, or other approved materials, and changes in direction shall • • 'conform to the requirements of Section 706 r • M 1.4 Expansion Joints Required. Expansion joints or • sleeves shall be provided where warranted by temperature variations or physical conditions: . M 15 Subsoil Drains " r 1' f f } iM 1.5.1 Subsoil drains shall.be_provide the ; .w; .perimedin having basements, cellars„ o ter of building's or crawl 'spaces or floors below grade subsorhdieuis may be c , - positioned inside or' outside of the footin g shall be perforated, or open jointed a pproved dram file oc pipe not less than three (3) inches (76 mm) `diameter; and shall be laid in gravel, slag, crushed'rock, approved three 'quarter (3/4) inch (19.1 mm) crushed recycled glass • aggregate; or other approved porous material with a minimum of four (4) inches (102 mm) surrounding the ;pipe on all sides. Filter media, shall be provided for exterior subsoil piping. _ . M 1.5.2 Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is - encountered, subsoil drains shall be piped to a storm drain or an approved water course. M 1.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches lY')t�9RS`I�gVM!* Ewen+ ajnwc, �sw,,. me: .�s°?!rM+'•RK¥;Wt•'RNtr ✓kH'isr, !w+v..Y? ��tn . }I •Y.i Vt` aryr. Appendix M Storm Drainage Washington State Amendments 2coa- 34( (381 mm) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm (1.0 L/s). The discharge piping from the sump pump shall be a minimum of one and one- half (1 -1/2) inches (38 mm) in diameter and have a union to make the pump accessible for servicing. M 1.5.4 For separate dwellings not serving continuously flowing springs or \ groundwater, the sump discharge pipe may discharge onto la concrete splash block with a minimum length of � Wenty-four (24) inches (610 mm). This pipe shall be within four (4) inches (102 mm) of the splash block and positioned to direct the flow parallel to the recessed line of the splash block:;- M 1.5.5 Subsoil'droins subject to backflow when discharging into a storm drain shall bepcovided with a .. backwater valve in the drain line so located as to be accessible inspection and maintenance. "'. "' M 1.5.6 Nothing in Section M 1.5 shall prevent drains that serve either subsoil drains or areaways of a detached building from discharging to a properly graded open area; :k provided that: r , (1) They do not serve continuously;flowing spnags or ;�,i groundwater;" :'r ; (2) The point of discharge, is at least_ ten (10) feet (3048 mm) from any property line; ma! f;? (3) It is impracticable to discharge such drains to a storm drain, to an approved water con `se; to the front street curb or gutter, or to an alley. •_• -'M 1.6 u . Building subdrains'located below the public sewer level shall discharge into a sump or receiving tank, the contents of which shall be automatically lifted and discharged into the drainage System as required for building sumps. • M 1.7 Areaway Drains. All open subsurface space adjacent • to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such areaway drains shall be two (2) inches (51 mm) minimum diameter for areaways not exceeding one hundred (100) square feet (9.3 m in area, and shall be discharged in the manner provided for subsoil drains not serving continuously flowing springs or ground water (see Section M 1.5.2). Areaways in excess of one hundred (100) square feet (9.3 m shall not drain into subsoil. Areaway drains for areaways exceeding one hundred (100) square feet (9.3 m shall be sized according to Table M -2. 330A ...::ate „�•,. .. «;Mevw rw»•.. ;::..r_Y;,, ..a:rpren.r:rtar!i1 1997 Uniform Plumbing Code ,A M 1.8 Wrote l eawa Windgwtreaways not exceeding pa (10).square t6 aka may discharge to the subsoil drains through a two (2) inch (51 mm) pipe. However, window areaways exceeding ten (10) square feet (0.9 m in area shall be handled in the manner provided for entrance areaways (see Section M 1.7). M 1.9 Filling Stations and Motor Vehide Washing Establishments. Public filling stations and motor vehicle washing establishments shall have the paved area sloped toward sumps or gratings within the property lines. Curbs not less than six (6) inches (152 mm) high shall be placed where required to direct water to gratings or sumps M 1.10 Paved Areas. Where the occupant creates surface water drainage, the sumps, gratings or floor drains shall be piped to a storm drain or an approved water course. 111.11 Roof Drainage. M 1.11.1 Primary Roof Drainage. Roof areas of a building shall be drained by roof drains or gutters. The location and sizing of drains and gutters shall be coordinated with the structural design and pitch of the roof. Unless otherwise required by the Administrative Authority, roof drains, gutters, vertical conductors or leaders, and horizontal storm drains for primary drainage shall be sized based on a storm of sixty (60) minutes duration and 100 -year return period (see Appendix D). M 1.11.2 ` SecondaryRoof Drainage. M 1.11.2.1 Where parapet walls or other construction extend above the roof and create areas where storm water would become trapped' if the primary roof drainage system failed to provide sufficient drainage, an independent. - , secondary roof drainage system'co_nsisting of scuppers, standpipes, or roof drains sha l be provided. Secondary roof drainage systems' shall be .. 'sized in accordance with Section M 1.11.1 of this Code. Overflow4rains shall be the same size as the roof drains with the inlet flow line two (2) inches (51 mm) above the.low point of the roof: and shall be installed independent from the roof drains.' . M 1.11.2.2 Where secondary roof drainage is provided by means of roof drains or standpipes, the secondary system shall be separate from the primary system and shall discharge independently at grade or other approved point of discharge. M 1.11.2.3 Where secondary roof drainage is provided, the overflow level(s) into the secondary system shall be determined by the structural design of the roof, including roof deflection, at a level not less than two (2) inches (51 mm) above the level of the primary drain. An allowance shall be made to account for the required overflow head of water above the secondary inlets. The elevation of the secondary inlet plus the required overflow head shall not exceed the maximum allowable water level on the roof. 3308 M 1.11.2.4 Scuppers shall be sized as rectangula/ weirs, using hydraulic principles to determine the required length and resulting overflow head (see Appendix D). Secondary roof drains and standpipes shall be sized according to Table M -1. Where standpipes are used, the head allowance required under Section M 1.11.2.3 shall be not less than one and one -half (1 -1/2) inches (38 mm). M 1.11.3 Equivalent Systems. When approved by the Administrative Authority, the requirements of Sections M 1.11.1 and M 1.11.2 shall not preclude the installation of an engineered roof drainage system that has sufficient capacity to prevent water from ponding on the roof in excess of that allowed in the roof structural design with a rainfall rate of at least twice that for a 100 -year, 60- minute storm and with a blockage in any single point in the storm drainage system. ?1 • . . M 1.12 Cleanouts. M 1.12.1 Cleanouts for building storm drains shall comply with the requirements of this Section. Rain leaders and conductors connected to a building storm sewer shall have a cleanout installed at the base of the outside leader or outside conductor before it connects to the horizontal drain. Cleanouts`shall be placed inside the building near the connection between the building drain and the building sewer or installed outside the building at the lower end of the building drain and extended to grade. ; , M 1.12.2 Each cleanout shall be installed so that it opens to allow cleaning in the direction. of flow.of the soil or waste or at right angles thereto, and except in the case of wye branch and end-of -line cleanouts, shall be installed vertically above the flow line of thePipe ' M 1.12:3 1 Cleanouts installed under concrete or asphalt paving shall be made e accessible by yard boxes, or extending flush. with paving with approved materials and be adequately protected :Tgt a M 1.12.4 :Approved manholes May, be installed in lieu of cleanouts when first approved by.the Administrative . Authority. The maximum distance between manholes shall not exceed three hundred (300) feet (91.4 m). The inlet and outlet connections 'shall be made by the use of a flexible compression jointno closer than twelve (12) inches (305 mm) to, and not farther than three (3) feet (914 mm) from the manhole. No flexible compression joints shall be embedded in the manhole base. M 1.13 All rainwater sumps serving "public use" occupancy buildings shall be provided with dual pumps arranged to function alternately in case of overload of mechanical failure. Effective 7/01/98 • z w tY 2 UO ta 0 wI H U) u- wO 2 co = d I -w z1 F- O w ~ uj rap U 0 Y ea 1-- w ul F -- - LLO w z I O z December 1, 2000 Tom Brown 301 Earlington SW Renton, WA 98055 . CORRECTION LETTER #1 Development Permit Application Number D2000 -346 Halfon Residence 164XX — 51st Avenue S Dear Mr. Brown: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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 (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -346 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Project Name: Halfon Construction File #: D2000 -346 Date: 11.09.00 Reviewer: L. Jill Mosqueda ,44 The City Of Tukwila Public Works Department has the following comment(s) regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. Please provide results of percolation test per the enclosed procedure. 2. Please provide a detail for the infiltration pit. Details from the King County Surface Water design Manual enclosed. 3. Please provide a Total Cut Volume. 4. Please provide a Total Fill Volume. CORRECTION CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Q/ pro jects /5FR/D2000 -346 Half on Vzox. u CITY RECEIVED DEC 2 6 2000 oERMIT CENTER 1 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Halfon Construction File #: D2000 -346 Date: 11.09.00 Reviewer: L. Jill Mosqueda 4 The City Of Tukwila Public Works Department has the following comment(s) regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 - 0179, if you have any questions regarding the following comments. 1. Please provide results of percolation test per the enclosed procedure. 2. Please provide a detail for the infiltration pit. Details from the King County Surface Water design Manual enclosed. 3. Please provide a Total Cut Volume. 4. Please provide a Total Fill Volume. Q/ projects /5FR /b2000 -346 Half on 1 00. N 0 ' CO w ec 0 q i �r Iw Z ILI tut 0 -' 0 1-, w W w o _ rz 0 ACTIVITY NUMBER: D2000 -346 DATE: 10- 2730 -2000 PROJECT NAME: HALFON CONSTR. SITE ADDRESS: 164xx 51 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 'After Permit Is Issued DEPARTMENTS: Building Division P isy r gPMdtdl Il DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved PLAN REVIEV1 SLIP Structural Review Required Approved with Conditions REVIEWER'S I LS• , ( IM.a.I,Q I 124 -Dt7 OP ATE: CORRECTION DETERMINATION: rWtuuaawc Incomplete n 0141. �j Fire Prevention Planning Division 1 ti l \'P II -f-oo Structural h/o.... 10 - 31-0 n Permit Coordinator DUE DATE: 10-31 -2000 Not Applicable n No further Review Required DUE DATE 11- 28-2000 Not Approved (attach comments) Ffrid DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: �w aa 2 Jo 00 co o JIE w 0 g -J _ t z � w w 0 F C.) N ` 0 1- z ACTIVITY NUMBER: D2000 -346 PROJECT NAME: HALFON RESIDENCE SITE ADDRESS: 164XX 51 AV S Original Plan Submittal DATE: 12 -26 -2000 SUITE NO: Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division P blic orrk l 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved WKRU111L.DOC WI Comments: PERMIT COORp p� PLAN REVIEW /R�UING SLIP TUES /THURS ROUTI Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Approved _ Approved with Conditions U Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions n REVIEWER'S INITIALS: Planning Division n Permit Coordinator ut DUE DATE: 12 -28 -2000 Not Applicable ri DATE: DUE DATE 1 -25 -2000 DUE DATE Not Approved (attach comments) ri DATE: sr ,a aux�w,e sdni �l4,tiLCrl' I w re 2 U O rno 011J v. w 0 gQ /- _: Z H O w 0 0 - O I- w w. V' w w' 0 ' City. _I Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D2000 -346 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # _ after Permit is Issued Project Name: HALFON RESIDENCE Project Address: 164Xx — 51 Avenue S Contact Person: Tom Brown Phone Number: Summary of Revision: RECEIVED rITv f1F TI IKWII A DEC 2 6 2000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [( Entered in Sierra on (Z — Z(p t00 PERMIT CENTER 12/01 /00 z W U` U0 co o w J W O -J _ • W'. z �. z r- uji U 0 ,O . 0H ill 0 Z ' U Ni 0 z SEP-22-2000 FRI 09:51 AM CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1 . 5. Owner Name Halfon Construction Address: 15056 205th SE Renton 98059 Phone: 206-510-8596 Agent/Contact: Tom Brown Phone: 206-510-8596 Site Address (Attach map and legal description showing hydrani location and size of main: See attached mapfor hydrant main locations 16445 51st Ave So Tukwila 2. This certificate is submitted as part of an application for: g Residential Building Permit 1 Preliminary Plat 14i Short Subdivision Rezone 0 Connnercial/Industrial Building Permit 11 Other 3. Estimated number of service connections and mow size(s): two - 5/8" meters 4 - Vehicular distance from nearest hydrant to; Building Site see attached 'nap ify locations. Thurxday. Scptguilw 21, 2000 70'+- Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. 1 Fire Marshall 7 Insurance Underwriter ED City [7:71 Insurance Underwriter E] Fire Marshall r Other 6. Arca is served by: IIIGHLINE WATER DISTRICT (Utility) Owner/Agent's Signature FAX NO, - P. 02 PROJECT # Date: 9/21/00 RECEIVED CITY OF1.11<WILA OCT 2 7 2000 PERMIT CENTER Tow 1 of2 1)2w000" 3-14, nestoratettmemezmenengtstml. • 'A SEP-22-2000 FRI 09:52 AM PART (TO BE COMPLETED BY ;PATER UTILITY) J. This proposed project is located within I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT Agency Tbiirs%lay, Srptmacr 21.2000 Agency Phone 206-824-0375 Phone FAX NO. P. 03 Tut(mILA (City/County) 2 . Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum how requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a rosidus1 pressurc of psi 3344 gpm for a duration of 2 hours at a velocity of 10 fps as documentedby the attached calculations. 2. Minimum water system improvements: (At least equal to 132 above) /KING 9/2 op_ Date PART C: 7� BE COMPLETED BY GOVERNING .IURISDICTION) 1. Water Availability - Check one; 1 Acceptable service can be provided to this project, Acceptable service cannot be provided to this project unless the impiovemnenis listed in Item 4132 are met. EJ System is not capable of providing service to this project. By Date Page 2 u12 -_ \I '... ZZ'ZZ bt-! L966W 6 9Zb9 L .SZ 999Z IN L99ZW 1£ 'P91 .�ZBB 'aa0 . 33> SJIWfl ALI0 011 — b'3S 69£ Z IC 'OHO S111111 ALIO VIIM)lfll 13H N3 3IWD1AI L IC Zloozy 1. C7.41 tss R060 L ZbZ9 S9I £6LOL OZb9 061 1 1 iT 0s9D1 09'091 99LLA S9LIA Zs9zri ZS '091 og tS9Zri 9 "9 4L 8 /L -9 1 £ —b9 'iOd81NO3 SS .5L C co V O N co p N L L A 0 0) S 001 1 :iro A 0 W I £ SL SL £tL�Zh 09 X A Ce N w c(0 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO, THE QUALITY OF THE DOCUMENT. 0z W op 0 N Co 01 E op fb 0 N 4 r A r � Z S VI 09 09 W 0 I? —a —r 1 ....v.... e swpvg. wt w*wU "U 151 Ave. o. L nyarant IF112238 ID Static Demand (gpm) Static Pressure (psi) Fire -Flow Demand (gpm) Residual Pressure (psi) Available Flow (gpm) Available Flow Pressure (psi) 1 2018 12.24 91.69 1,000.00 82.57 3,344.10 20.01 Date: Wednesday, September 20, 2000, Time: 15:09:33, Page 1 I_ Wt { ! z w w 2 0' 1 10 r W 4 I Vt Z � . CO 0 z SEP -22 -2000 FRI 09:52 All FAX NO, P, 06 *UK? Statement of Charges DATE: I - 0 0 Project Name /Location: ((0445 Sts AvE 5o Scope of Project: a 5 FP. Local Facility Charge: 453 / 1 700,op p lQth_ General Facility Charge: Service Installation Fee: Size of Meter VT Meter Hang Fee: Size of Meter Prepared By: Polly Daigle Reviewed By: bate: bate: a,oc'o•oo f ec to+ CONNECTION CHARGES: $ 7 '300 .00 per 10-k- 1 /S, 6 00 - o o +0 -k-eLk proe c-E This statement of charges is based upon information provided by the project representative requesting Water Availability information. Connection charges must be paid in full before service/meter installation will be scheduled. 51-c2/- Dc of r /D-o Part A: (To Be Completed by Applicant) Purpose of Certificate: U Building Permit ❑ Preliminary Plat or PUD ❑ Other Us Short Subdivision ❑ Rezone Proposed Use: . Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants NameT _ Co Phone e Ry 51 5q(, Property Address or Approximate Location: 1(- 1 xu X 51 — rl e Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing ((1 / size sewer On feet•frem the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) 1❑' a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Era. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: 'Rexv..Lic 4 ' . 3 0 - j l C>+' a. District Connection Charges due prior to connection: I = GFC: $ SFC: $aaO -- UNIT: $ TOTAL: $ _ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) RECEIVED CITY OF TUKWILA b. Easements: ❑ Required 13 be Required c. Other: OCT 2 7 2000 PFRMIT CENTER 1>Z0coi 3L4( ['WORKING TOWARD A 8E1' , dR ENVIRONMENT'i \ SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY "Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability I hereby certify that e above sewer agency information is true. This certification shall be valid for one year from e date of si a nature. Title O 14816 Millidry Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242.3236 Fax: (206) 242 -1527 Date re II U .0 : w I- w ga -a w z � I- 0 Z r—, 0 N 0 I- w ui 0 , tll Z ` U N' • 0 � O Z C. 1460 51.. 40114155 11116711 01 1414 , , - ,:nlio 0004155 110410 01 110 '1411411 :;:14 24.11 1 I 1' 72. -, 4421 21111 4 .'1 1 4Cn 1734 20.0 ' 1 4 431 77.0 6.0 0'75 1, 20.0 2.5 1464 4441 29.9 5.0 0 +?46 29.0 2.9 1.06.5 4.44. 74.0 •1 " 1 1749 24.0 6.4 7 4507 24.0 4.6 1426 176 "•,71 ',,:1 1401 4601 31.0 A.', 1 ?:' 4 257 9.0 3.4 0 4603 29.0 1.5 1 1258 20.0 7.3 1494 41,11 11.0 16.0 11.11. '401 7.,11 0110 4.5 5.4. 4614 726 6.5 0 '402 '^.4 44.0 1429 4611 2/. 14.5 9474 1441 31.0 6.5 1410 4672 32.0 6.0 1440 4 106 18.4 5.5 9.71 4671 77.4 1 0 414 :409 11.0 7.9 1416 4679 27.5 14.5 04 / '417 26.0 6.0 0 4617 29.4 1.11 246( 141" 21.0 6.2. 2.1; 4615 31.0 7.0 7451 1126 79.0 7.0 1 4647 23.6 10.4 14471 T- r 7- _7 __T__r___ 1 MN 6-47 MN 6 -93 V AL. m MN 6.10/ MN b-46 16415 CO j/ o o LOT /f 0 16111 `^ mo o Alf ' /55'-8" - 16411 Uj 5.0 5.0 OTT 11. PL. 5. � 3 5.0 No d 4647 6 -49 2. I MN 6 -103 0.0 4 4432 461 4650. 4617 4, 1842.2. 4141, 01.5. 4616 5.0 4614 4842 380•-8 VACANT LOT •19 4 309' 1 1 ST. 4443 51 ,11. 7 5 4648 ST MN6 -102 111.01:16. 16125 /6139 J a + o 16431 a ^ MN 6100 0.104 4660 4661 4463 N C126 .641 b 61 81 9606 4806 1601 9.0 40 162L8 206 - 8' MN 6-96 0.41- )r 1606 1662 ' 4802. 1 4910 MN 6-115 0.14 264'- 8' 5.0.064 611)0 10(:/11016 411111. 111851 . 0311111 •110 Oy1 - 8 ' 4606 161 A MN6 -113 9 0• 4 r 5, 0057 4103 89' -044 8 4611 5027 C.0, 6 -1/4 12116-1/2 9610 MN 6 -99 0 461 4620 MN 6-96 D 48-8 4829 `1 162.7 6 4626 5.0.134 95 N 442, 4M � R 6- II! tj, 0.21 / k 83'• 8' rl C.0.6-//0 16415 16477 16431 16445 4634 4633. 4837 1624 •O 4433 1 . 0 O N V ` O 441161.'''. . 40414 1)l 414 c)41144 4644 ,'9.11 1.0 7 4646 ,'4.11 1.5 1416 4640 24.0 1.5 1 4651 14.1) 5.5 6 4664 24.0 6.1 4450 4661 28.0 6.0 1442 4664 71.3 5.5 1 /0 4804 77.5 7.4 14511 4805 10.11 6 5 0466 4806 5.11 6.5 0450 48011 6.0 5.5 11417 48111 0.0 4.4 1 4811 26.0 6.0 1'2! 5 4816 /,01 4.0 1411 4818 7.00 4.0 WI 4820 24.0 6.5 0 1639 MN 6 -97 5029 7 69 WON 5.0 6.0 5.0 4634 MN 13.14 4612 8 6 4651 50.53 5100 L0CAT1095 6 - 4647 LOT •13 o _ _ RECEIVED ,6145 -. = 4 CITY OF TUKWII -A OCT 272000 121 MN 6-94 I < I MN6 - 92 PERMIT CENTEL' 4642 4642. 4646 1651 MN 6-109 385'8' 5.0.015 VACANT L.OT• 8 5151. AVENUI 50010 Abbilrs5 i[F4T` 614711 SIAT1o'N 270' -8" 4450 3.46.5 7./5 1.5. s .0•040 445, /6617 16611 16637 } U) 14631 VAUNT 1.07'') 466: l�Jti6.' �9 VACANT LoT 11 1 - . -... - VAUNT LOT •I4 -'- -- 16127 � I I _ :: _ - - .... 14931 -.__. II r. VACANT Api■1 •, •, , 1',r,fv 011'II. %IA7105 r -_ D ! 20" 5 I 801 L_ N 4 4x.75 I:'.6 4.0 045 4026 10.6 0.0 M11 41:7! 11.11 4.0 40! 4921 17.4 4.0 1 33)? 14 0 1,5 0 4144: 11.5 5.0 MI1 4116 6.0 4.5 91 444)7 4.0 406 4819 10.0 10.4 . 1441 4447 /.41 5.0 4114 4:141 1.0 6.0 474; 484/ 17.0 5.0 497 4448 10.0 6 0 4/8 401,9 76.0 4.5 4 30 16449 ?7' ' 7 , 0 4 41 I MN6 -90 1 0 . /440 5180 1005) IO6s 50 111 1611111 51411.1 (61956') L 01E14510110 80110155 11.11G111 011 5101 1'46 4667 1.5 6.0 106 4)401 5.6 6.5 4 :0 5.0 6 , J _. _....1.1..74 8i CITY '"‘F TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone.• (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1 • HEAT SOURCE: 2. WINDOW SCHEDULE: Fill in the window scheduge oil, propane, heat pump, electric) calculate the glazing area as % of the conditioned floor area upon the proposed residential design and TOTAL GLAZING AREA ENRGYCOD,DOC 2/13/97 S.F. i TOTAL CONDITIONED FLOOR AREA TOTAL GLAZING AREA 44 (add entire column) S.F.x100= 1-1-15 3. CHECK PRESCRIPTIVE OPTION: Glazing option at top of column. (See back of this sheet) percentage will determine whidFijb{ior{nise. Mark W ND W SCHEDULE GLAZING /SKY IGHTS BY TYPE i PROPOSED GLAZING PERCENTAGE glazing 2000 4 The proposed g g percentage must be less than or equal to the glazin ercenta e ' prescriptive option that is selected. g p g listed 4tgdoGie CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER r• A ntlassersastrantemetmterveTtw,,,k.,9,. +nAtvelfro ywKamrrettwexu+r mtinr«wnwc ccba nen, xa w. + ws soowomwrawokreA w vaw . 4 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 H -15 ACTIVITY #: u Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM Ne.."7 -o /6 GS36 ,2 / c. Cf=w/ BATHROOM FAN 50 CFM A/074(/6 or eo So c." BATHROOM FAN 50 CFM fl if BATHROOM FAN 50 CFM /' '' LAUNDRY FAN 50 CFM /' I 1 ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be >_ 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. ,. Iv re . k Overall living area: One wall port as specified for bedrooms. 1 foRsi, ,a , : .f P A Ild ,.__+....1 s...,......t mar 46 1 rr,Or•o 1A,hirh rialivPrs outside makeup air through the ducting system. 4 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 H -15 ACTIVITY #: u CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFl .Glazing max % of floor " U- value? . Door U value x (Rvalue). . eil with attics vaulted , Walls above grade., below grade interior • Floor Slab on grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 OPT II > .78 12% 0.65 0.40 (R -2.5) R -30 R -30 OPT III 0 > .88 ` :! 21% 0.75 0.40 (R-2:5) OPT IV 0 0.40 (R -2.5). OPT V 0 > "74 OPT VI* OPT VII* 0 0 30% 0.45: 0.40, (R-2.5) * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 . • M. s.Er et eVIATNIMPVItasr mm"*. • s *r_r w U ' U O co o. W w . N LL w 0 2 u. Q : Z d , I- w Z = zo LU uj U 0 Ill W ': Z V ; u. 0 w Z U- O Z ENRGYCOD.DOC 2/13/97 ChAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I :Glazing max•:; % of floor : • V value 2 ;Door U- value iR- value) Ceilings with attics° vaulted] Walls above grade below grade `interior " ." Floor Slabion PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ choice. YES ❑ NO Notes: 21% 0.36 0.20 (R -5) * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. Q • e:2 Q � J V , 0 0 w w; CO u_ w0 g Q : co 0 z C� ; H W Z F- 0 Z ~' fi U D I ON 0 U ; H 00 .. z '. 0 co 0 z Res; '!tidal Sewer Use Certifica )n (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name //4_ -7 (Last. First. Middle Initial) Property Tax I.D. Number .5`3 7 ?t 73 9 Property Legal Address: l// a- Subdivision Name Subdiv. # h7/c'.f E,) fir Lot # / Block # /4 Building Name (it applicable) Property Street Address a 9 - - s - / S7- City, State, Zip 7 a..' / , cN4- ?.e /$&' Owner's Mailing Address 7 V /4 "/ (If different from above) /3 - 0 .5 G e AirzK/ I Wes - 4sc25' Owner's Phone Number (26 ) S — /D — Property Contact Phone Number (BOG ) .$7' — Party to be Billed S4- (if different from owner) Party's Mailing Address (it different from above) City or Sewer District !/ ,4L L"' Date of Connection Side Sewer Permit # r22-0 o 34 Demolition of pre- existing building? ❑ Yes gl No Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: CITY of TUKwlw 54. Single- family OCT 2 7 2000 Duplex (0.8 RCE per unit) 1.7 3 -Plex (0.8 RCE per unit) PERMIT CENTER [7 4 -Flex (0.8 RCE per unit) 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative 1057 (Rev. 2 /001 x 1.0 = Sa For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of correc)kd data for determination of a revised capacity charge. Date AO —� d Print Name of Owner /Representative Z' -' t White – King County Yellow – Local Sewer Agency Pink – Sewer Customer .' r '• ta? R" .`R'+'iFa.T-.mtrt.e. ar #p+lz me f' 'mhirty: z fY w. 6 00 ' to 0 ! W = w u- <. cn _ a . t _ w: I — !z 0 U f0 to 0 ,0 w ui z ; 0 z LICENSE DETAIL INFORMATION Form Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License HALFOCCO33CK Name HALFON CONSTRUCTION CO INC Address 15056 205TH AVE SE Address City RENTON State WA Zip 980598922 Phone Number 4252281590 Effective Date 2/12/97 Expiration Date 2/7/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601748535 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page raahvaci5:s • ;,,,y'1, 1. �.raW! ,a w.'•wi.:.Slt http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= HALFOCCO33CK 1/18/01 S O PA;R TE PERMIT R EQUIRED FOR: Iv e ECHAPilCAL I ✓EL'PCTElCAL i /P6 U IDING �r� O PIPING ... CITY OF TUKWIt A 1 LOIRE DIVISION REVISIONS r e4NG:S SHALL BE MADE TO CF V ORE WITHOUT PRIOR T ;LA BUILD D IRE 0 . A NEW PLAN SUBMITTAL INCLUDE ADDITIONAL PLAN REVIEW FEES. L7(0 FiN/sd aS i4o'E 67 N I V R I _ A OLE COPY I understand that the Plan Check approvals are 0Iect to errors and oresston5 and approval of plans does not author., trie tan of any adopted code at otd !co. Receipt of con- yISOctor's copy ofcppr; -�' plans acknowledged. (ITV 7C7 — % - / 0 0011AN 4,• 'gala at 11111111111110$ mops sompsonse , pmts ne Jo; / r 11a4•t t NON mm pus — ale Mtn Pi w4 IPP av du snap w Ionia a socaP0 ,aoelsap mpo1 mAf WPM* aqS • o !Assnwap; sip sop sat "levorerlp o so IPsPusL puudope !a O71U O,s anntRM Sort op ' ,: gsp soouspno smna 03 7aa[gns sE aauesdsoay •spnpusos 6'D �a gsup aauemigpoa so; 3130033s0d5Q 10110A 'yai[gPd aq1 Eq pamaaeaa wag aunt sussd asagj Ass Ur / 1)2000- 34p /-1,4E c cr_ 8_ _ -fE4 die3 ,:37 RECEIVED CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER' EurSrrr./ fo OTre ;.... . h1,Yr�ia -Y rte rese -v, ,:. oga Rights To Mat -er;a1 Or T h 5 She - Suelec. ic- Crlmina `Contractor Not - Ali dimen5ion5 Shal! 5e ChecKecl And Verif'iea Prior To Construction. 1& LEFT ELEVATION / -5 V F.( L F BI �I 1 BACK ELEVATION 1/4" L-oMr c K�C F RONT E IL_ E\/A T I CD N.I 1 /4" IIIflI NOTICE: T:E DRAWINC5 5E7 FORTH ON THIS 5`T OF BUILDING- PLANS A5 INSTRUMENTS OF SERVI., 4 E AND SHALL R,I'IAIN TIE PROPERTY OF CRANE DESIGN, INC. THE PLANS ARSE COPYRIGHTEEO MATERIAL AND THEIR USE I5 LIMITED TO THE CONSTRUCTION OF GTE STRUCTURE LIMN GTE YEAR OF PULSE B. ME PURCHASER ONLY FOR A SPECIFIC BWLDNG SITE. ANY USE OF REUSE OF SAID BUILDING PLANS IS STRICLTT PROHIBITED WITHOUT "THE WRITTEN PERMISSION. OF CRANE DESIGN, INC. VIOLATORS WILL EE PFO5ECUT.S> M FM,ERi AL COURT FOR COPYRIGHT INFZi MGEt ENT WITH FILES UP TO *I00000.00 VIOLATORS WILL PAY ALL AiTORhET F-S t COURT CASTS- WRIT =.J4 DIMENSIONS ON 74.5E DR411111,`� SHALL HAVE FRECEDEVCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL CHECK < VERIFY ALL DIMENSIONS AND CONDITIONS P,TAINING- TO TFE PRO.ECT PRIOR TO PRO TO TVE CONSTRUCTION PHASE. CRAM... DESIGN, INC. MUST BE NOTFIED OF ANY VARIATION rF"i M O-E DIMENSIONS AND /OR CONDITIONS SHOWN ON T;- SE. DRAWNGS- ANY SUCH VARIATION SHALL BE R °SOLVED Br CRANE DESIGN, INC. PRIOR TO PROCc PING WITH THE WORK OR THE CONTRACTOR SHALL ACCEF'T FULL RE5PGN518ILT^' FOR COST TO SAFE. IN TFE EVENT ANY LIABILITY 15 IMPOSED ON CRAKE DESIGN, NC- OUR LIABILITY TO YOU OR ANY THIRD PARTY 54-IALL NOT EXCEED THE PRICE PAID FOR CRANE DESIGN'S PRODUCT. "°� fZIGHT ELEVATION 1/4" ' Date Rev Too t d8ka�yYa .r. `KVS r.�s ■ � " MMIIMMIN ®! /MI ■I i 1I1� 1 ■I I i j iii! III ■ u1:_ IIE � N�� � ■M III . ' m lal S l b /r-JG CC)-4 O,Ca S c2v ev ) 4 1 i CCENBR. 4 I-✓ /NDOV.% - 77a)%N /X 6_ r4:S. C'LbAk. r-At C/A /z" o -I C �xc,' %�D tip Ta $i-JAPE 5 CIr,LDE. To Reorder Plans 1- 50O-E54E -5421 lad USG SE 151 ZONE: UJIND SF ED. SO mph UJIND EXFOSURE: OCCUPANCY: /U1 HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING- STRUCTURE NOTE: CONTRACTOR TO CHECK AND VERIFY SOIL AND SLOPE CONDITIONS PRIOR TO CONSTRUCTION CRANE DESIGN SHALL ESE NOTIFIED OF ANT CHANGE DUE TO CONDITIONS ON SITEII RECEIVED CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER COPYRIGHT © ' z 0 0 N z 0 0 Z 0 IL Q I Crane Design, inc. Reserves Al' Legal Rights To Matena' Or This Sheet - 5uniec. Crlrnina Fresecutlor. Contractor Not - All dimensions Snal' 5e Checkeo Anc Verified Prior To Construction II hrn � A � y I I .. -41 1 -fr-- h. 3Lorff ,7.11 (-1 y 1:(r) I I 8' 5,1,7r! Li i c>: -' ✓ 5 -0 .-o s-ol - A>':OII. -f '1 ✓" T7-'57-r" .r.524- -II Is 23 - -. >- t7 ; l or daL� :J S'v *cd �c✓� �c�a - 00 °fax& cam. Iav J J I k our ;L T 1J I r HV_r. - 24- - FOUNDATION PLAN 1/4" NOTE: REFER TO 51 -1EET 5 -3A FOR NUMBERED r2E RNCE. cr' D (2 .-- 00 C) To Reorder Flans 1 -500- 548 -542' GENERAL NOTES • ANCHOR - BOLT WASHERS SHALL BE 2,2•x3/16•. • ANCHOR BOLTS SHALL EMEND 3/4• MIN. ABY DBL. OR SINGLE M105ILL5 FOR WASHERS 4 NUTS. • ALL INTERIOR POSTS • CRAILL SPACE SHALL HAvEE POSITIVE TOP t BOTTOM CONNECTION. • ALL FOOTINGS • PERIMETER OF FCUNDATICN 5H1ALL BE BACKFILLED. • CRAWL SPACE TO'HAvE 18•x24• MIN. GRAIL SPACE ACCESS. • CRAWL SPACEt CONCRETE SLAB • BASEMENT TO HAVE MIL BLACK VISCIUEEN VAPOR BARRIER • BUILDER/CONTRACTOR TO VERIFY FURN_ 4 DOOR KNOCKOUTS PRIOR TO CCN5TRUCTION. • ANY FOUNDATION OPIENI.S TO BE MM. 8• AWAY FROM ANY HOLOOM. • rTM. CLEARANCE FROM SOIL TO JOIST TO BE IV, t2• FOR BEAM. NOTES: I. ALL FLOOR JOIST TO B=_ 2 X 10' 1-1r " 2 9 IS' O.C. UNLESS NOTED OTNERWISE 2. BRIDGING- NOT TOE 8' -0' OC. 3. CRAWL SPACE TO PROVIDE_ MIN. 12' CLR SOIL TO BEAMS, MIN. 18' CUR_ SOIL TO FLOOR JOISTS TYPICAL. TSE LEGEND C Y' HOLDOUN PER 5CHE'DULE 5W_ • SLEARIU4I 1 PER SCHIEDULE 45 = ANCHOR BOLT PER /� SCHEDULE O—Tl = STRSC7LRAL-DETAILS PERTSE 51-5ET(S) s V 4 . If N <' K - c Ts Q = N - F N� o 1.Ti) o I.. $ - I05+ F I 4 ' 144711 a^ - 1 4- i I241 /125= 0 L-7 \.,i -;i lr' Jt =- r (10 ) I [P/S' Fat NI7r`''rou V.4 TS `c 5 ▪ W i • ab 4 i G6Y 04 ;Iiy;V;',:A ` � JAN 2 7"."1 RECEIVED CITY OF TUKWIL4 OCT 2 7 2000 q� r751611-1, COPYRIGHT © ZQ� PERMIT CENTER Dar, 9/00 Drawn. key Plan Number 090300 ■I ' ; 4 7 -I --._13- . ---51-4. ; ) ' I - v i 7- '-,-• ' 'I '. ' ...- : I Al_ .,:, ' — I. _ r-r - -- _•7 - _E_- - r- - - L-1-1J-111-1/A --(1 (D 4- ,,, , 1 a _ I __. - t0 0 1 1 1 I v . ..L. r" ... _ 5, C.L..5 -- ,..1 ; Cc , ?Cc ° 4°X0 i . Ac3,Xo(,,,„) IFJP: .I-'-'.-tar ___ NOOK -p- i ,.., ic'1(21% 1 I CO ' 7-., ."' II ---. - 1, , a_''przEz--rvta- -1 Fir i IAL:. P.S1 • 1 -=-- .._ . / , \ 1 KIT' , ..i.fveisitL GREAT ROOM / _1- -1- __„, v. r"t WW1 (-f) g".. --_,. _ ' -:, / - 2- 1 '" / 5 . ..77 . 7-:,-. ' i i .4_,.( lIT ,c2-,IS - I ,-,-, --,-; . . E. -Ic ^ ! 0 6 ____ - 0 0 - -H& - A - F - 27 , 4 .-- s.,* I,ei w„ 1 a. ), ' 1 -,._ • , .ii, 3 ov_i-i. [ E ll ..., DINING . . A A 14/......r,-_ (461-11 a--l&-i) i7 rrri , 1 - :...,% L- 1, - - ':'- : '-1,4 • i' ‘ :).!'.. 1 , ur ,,,,,,-, -- , 4E... - A - ii--111-1 (-1 ( r,q. ,--,_ t- P r tAdi i' 61/,-, N . - .5.1 z - , , e ,: - .i , Z.'" - E --- •,24 , r ' - .„_, ov SID , ..E.W BATH .,, — umzerf piuNr 1 ' EL-- GARAGE , . lam . . Ifj - 1 , II 0-, - .T ' -,, i ! . •_,.._. .-- __., di_ , LA: ! olli A'017,_,EL FILL I ' - TF: I C° ----,0 1, 5 ._.-6.r' - I -s-•--r ,1 , W . Gc'E°Xo aiDei I I S. • .5 OVE- / / I.. -..r (M 0 - - -- V. - — r- - a :' I1 tqLsm u - Crane Design, inc. Reserves A' Loaai Rights To Material On This Sheet - Sic t To Criminal Prosecution. 'Contractor Note - Ali dimensions Shall Be Checked And Verif ed Prior To Construction. Moili■Immeen, SW__ S-EARIDALL PER SCHEDULE HOR BOLT PER SCHEDULE 0 STRUCTURAL DETAILS PER T5E 54-EET(5) 4 30 1 z MAIN FLOOR PLAN 1/4" 79 0 4 4 24 ! - PALIMESE ITZENCE.. Nar REF vo 5-3A.FOR 4 I I CO-0 1 r- ic MAIR.FLO_,OR = 1 SOFT:. UPPER FLOOR = rn SOFT. TOTAL =226,s SOFT. GARAOE S ID '34 To Reorder Flans 1-&00-8 GENERAL NOTES • ALL F.A.S.:5 TO B. • DF.2 (2.. STUD I 021.4.0, 4x10 D2 C2r.4 STUD I , • ALL sl GAMAC WARM F TO P= 2. STUDS CLINCL • CL.TITRACTOR 441J_ AND ✓ FT ALL DIMSNSIONS PRIOR TO CONSTRUCTION. • 5 -In-ROW, 5-.4 FOR CON.STA.CTION AND NAIL/NS • SIFTS. DOM SPOITS TO SE PROVIDE. AS 1 ST CODS • ALL SOLIS F1J5i CT94 3/ I•151. ABOVE DOUSCE OR Str.....{Z MID SILLS FOR LIL4S4- 4.:5 AND NUTS • DOOT. TO NAVE fr NAY, STE. lUIT4 rIN. 35' Cr.. LANDING SEC. 10033112 • , I,CIVIDE Rf. STOPS • ALL DRA.T OPS•111, PER SEC 708,2 U.B.C. • 514OU..R alCLOS.11,. TO CUT. CPS: Olt IF NOT WING, • IPROVIDE 6x T OR b• TO ?PROTECT 1407 LUAT Al_:ATSR PINNA=- 1•7 VS-FICT • .45. TOP 1 =LATE 5ECTION 2320.ILL SICII DETECTOF. TO INSTALL-=. er Li= I =C:70 •CIR.A.,...LT LOCAT IN A UALL OR_AIRSA IN- ALL 5L...MS. ROOM p 4 4, A an, F.FamiciNe. 4.=-.... - TO A 51..---=1,. feDiBiti LCCATM CN AL ALL FLOCS.. Har CMS ILIITP ET T DECORS CalTRALL, Ill/ 5.47r.T SACK-UP II ci48r/na OCT 2 7 2000 PERMIT CENTER COPYRIGHT D 2,00.9 Crancr., -- c Sr - H., r I `Cantraczor Note - ;.Iimons;ons Snail lo'e ChooKea Ana Verfiea ?nor To C.-Le.tru^;ion. c ------------ Of-rfr) Li F' F' F2 F - Ft_ ..ek fs/I I tu A NI 1 / To Reorder Plans 1-800-548-5421 NOTES: I. ALL FLOOR JOIST TO BE 2 X 0' 4-1F°2 JOISTS UNLESS NO an-aRivisE 2. SOLID BLOCKING NOT TO EXCEED 10' 0.C. 3. ALL BEAMS ABOVE PLATE TO HAVE r MTL. HANG-ER5. OCT 2 7 2000 PERMIT CENTER COPYRIGHT @ 2000 7,7 Crane Design, Inc. Reserves Ail Leaal Kiaht5 To Material On Th, She, - Onminai !'"rosealtion. 'Contractor Note - All dimensions Shall Be Checked And Verifieol Prior To Construction. 2-3'1 t"' Co I Ri -d SEL-01, I I - f -z - .5L-4 UPPER FLOOR 1/4" I NOTE: 0 NUMBERED T•rr.:RINCE. R.EFER TO SWEET 5-5,4 FOR Xo To Reorder Plans 1-E00-848-5421 GENERAL NOTES • ALL I4EADERS �,,& C2Ab slim U. LA.. (1.1140) 4,d� 2 C2,4:1 WALI (LINL) • ALL D,TERIOR 4 CIARA WAR, III L.5 TO". 5. STUDS. al14.0.) • Ca•ITRACTOR SHALL C,EDI AND VERPT ALL DrtiaNsioNs PRIOR TO CONSTRUCTION. . • 5-I - THROUGH 5-4 FOR CONSTRUCTION AND NAILING SPECIFICATIONS. • Gj1I5 DOUN SPOUTS TO 5E PROVIDED 45 E, CODE • ALL BOLTS MLIST •-•15•41D MIN. ABOVE pcx.rea_s OR SINGLE MUD SILLS FOR WASHERS AND NUTS. • .(TERIOR DOORS TO WAVE 8 MAX. STEP WITH 36• DEEP LANDING PER SEC. 100331. WED. • FleO,DE F3SE STOPS ALL CONALA, DRAFT OFSVINGS PER EEC. 1582 • ALL 5l-SEE E4CLOSUSE DR TO 01.54 CUT, E NOT SLIDING, TO SE 5Am GLASS. • PROVIDE SS POST OR S CCNC. CURE, TO PROTECT HOT WATER EATER 4 RRNA=- PROM v • 4S• MIN. LAP SPLICE A DEL_ TOP PLATE SECTION 520.111. SMOKE- DETEC_ DETECTO INSTAL. =2 IN ALL SLEE ROOMS 4 AT A POINT CalTRALLT LOCATED IN A PALL OR PROVIDING 4 " ,- F.5 TO A ELEEP8 OOM ALONG WITH DETECTORS CF,4TRALLT LOC.A= CN ALL WORE- , HOT MIRED INTEPOSECTEtI W/ 541 ts4. EACK-UP LOCATION MINIMUM 25 u.ICA KITS-SI FAN C I I SATHROOrl FAN (3 ) LAINDRT FAN ( I I 1.4 HE - 507CRI CIO CFM ISOLE ,40155 F AN 0 50CFM (1-2 bedrooms) 0 soca-1,3 bedroom, • 1000, (4 bedrooms) 0 12OCR1 <5 beciroome, NOTE: /co CF,1111140,1 HOUSE FAN WITH 24 I4OUR TENS SWITCH NOT WISE AND INDERCUT DOOR FOR AIR PASSAGE TYPICAL. TSE LEGEND PER SCI-SOULS SUJ_ SI-EARUALL PER SCHEDULE AN04405 BOLT PER SCHEDULE n STRUCTURAL DETAILS PER TEE SPEET(S) OCT 2 7 2000 PERMIT CENTER 10G. COPYRIGHT 0 Z...0 Pau 1/00 ra 5585 5 090300,-% 1. . i., he 7-11. c -2 , - • - A- . 12 .1- _ • _._ .... - BED ROOM 2 7- .1111ED ROOM 3 0 , __.0 1 _:-.,.. u ,,,,,/,7 f34 • 0.1.,,. ,+.-.• 1 k — 1 ' -- F-:- — — .,..,_. cp f5r , ...,L10 ,' .4-4.- s 14. ---- m 1' --I 0 (1- BED ROOM 4 . r - „ MBED ROOM - Wow: Li ; W! MM. - 15r Elm ,,,,,,E.,.1 , 1. _9_ Tr 1 ,__-..,.., op4-' , , _ 1 m.r.AL , "'icLitr- I — ....f., _ F=ELL • A A F', r • A°1°F';', '' "iy . " -A'X, V' ■ - Crane Design, Inc. Reserves Ail Leaal Kiaht5 To Material On Th, She, - Onminai !'"rosealtion. 'Contractor Note - All dimensions Shall Be Checked And Verifieol Prior To Construction. 2-3'1 t"' Co I Ri -d SEL-01, I I - f -z - .5L-4 UPPER FLOOR 1/4" I NOTE: 0 NUMBERED T•rr.:RINCE. R.EFER TO SWEET 5-5,4 FOR Xo To Reorder Plans 1-E00-848-5421 GENERAL NOTES • ALL I4EADERS �,,& C2Ab slim U. LA.. (1.1140) 4,d� 2 C2,4:1 WALI (LINL) • ALL D,TERIOR 4 CIARA WAR, III L.5 TO". 5. STUDS. al14.0.) • Ca•ITRACTOR SHALL C,EDI AND VERPT ALL DrtiaNsioNs PRIOR TO CONSTRUCTION. . • 5-I - THROUGH 5-4 FOR CONSTRUCTION AND NAILING SPECIFICATIONS. • Gj1I5 DOUN SPOUTS TO 5E PROVIDED 45 E, CODE • ALL BOLTS MLIST •-•15•41D MIN. ABOVE pcx.rea_s OR SINGLE MUD SILLS FOR WASHERS AND NUTS. • .(TERIOR DOORS TO WAVE 8 MAX. STEP WITH 36• DEEP LANDING PER SEC. 100331. WED. • FleO,DE F3SE STOPS ALL CONALA, DRAFT OFSVINGS PER EEC. 1582 • ALL 5l-SEE E4CLOSUSE DR TO 01.54 CUT, E NOT SLIDING, TO SE 5Am GLASS. • PROVIDE SS POST OR S CCNC. CURE, TO PROTECT HOT WATER EATER 4 RRNA=- PROM v • 4S• MIN. LAP SPLICE A DEL_ TOP PLATE SECTION 520.111. SMOKE- DETEC_ DETECTO INSTAL. =2 IN ALL SLEE ROOMS 4 AT A POINT CalTRALLT LOCATED IN A PALL OR PROVIDING 4 " ,- F.5 TO A ELEEP8 OOM ALONG WITH DETECTORS CF,4TRALLT LOC.A= CN ALL WORE- , HOT MIRED INTEPOSECTEtI W/ 541 ts4. EACK-UP LOCATION MINIMUM 25 u.ICA KITS-SI FAN C I I SATHROOrl FAN (3 ) LAINDRT FAN ( I I 1.4 HE - 507CRI CIO CFM ISOLE ,40155 F AN 0 50CFM (1-2 bedrooms) 0 soca-1,3 bedroom, • 1000, (4 bedrooms) 0 12OCR1 <5 beciroome, NOTE: /co CF,1111140,1 HOUSE FAN WITH 24 I4OUR TENS SWITCH NOT WISE AND INDERCUT DOOR FOR AIR PASSAGE TYPICAL. TSE LEGEND PER SCI-SOULS SUJ_ SI-EARUALL PER SCHEDULE AN04405 BOLT PER SCHEDULE n STRUCTURAL DETAILS PER TEE SPEET(S) OCT 2 7 2000 PERMIT CENTER 10G. COPYRIGHT 0 Z...0 Pau 1/00 ra 5585 5 090300,-% TRUSS NOTES SHALL CARRY N ANUF, STAMP a BE INSTALLED 4 BRACED TO MANUF. SPECS. WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALLS. SHALL HAVE DESIGN DETAILS l DRAWINGS ON SITE FOR FIELD INSPECTION_ ALL BEAMS 4 HEADERS TO BE 6 X F OR BETTER UN.O. PROVIDE SCREENED BLOCKING OVER SUPPORTS. SHADED ALAS = FRAME OVER ,=rare 51ar.. r.L - Con,: acT-o - ;.I simens e _ _ G ef.KCC ;ru "erfiea ° c n - way - - 1 FO®1= 1= 1=2AIV1 I N L_AN -I 5 4. 44 NOTE: R- =R TO SHEET S -34 FOR NUMFERED R_; RNCE. ti.j N� ✓Vr-� _. i �y 7 rI LI' M Ir. 2_ Ca- 3 ROOF NOTES: MATERIAL: : I1P 2Gn pi-Ka PITCH: _ OVERHANG: 124 FASCIA: V(Q9 RS \rte , ff I •13 +- ;14/ I _, ✓�,'•I -nom'. - �' ✓I 34 TSE LEGEND HOLDCAN PER SCHEDULE SW_ = SHEARWALL PER SCHEDULE = ANCHOR BOLT PER SCHEDULE = STRUCTURAL DETAILS PER TSE SHEET(SJ ROOF SHEATH1NG TO BE 1/2' MIN. SPAN RATED (24/16) WITH Sd COMMON NAILS SPACED S' c/c AT PANEL EDGES AND 12' c/c IN FIELD. USE A SIM SON 'HI' ANCHOR AT EVERT OTHER TRUSS OR RAFTER. Li VA 12 IV • t RECEIVED CITY OF TDKWILA OCT 2 7 2000 PERMIT CENTER To Reorder Plans ;:G 34b ^4c.i CUP" RIGnT Crane Desiar.. !n Fe Serve., =,I! _eaal F.lart- `Contractor Note - All dimensions Seal) 5e Cneciceo Ana Verified Prior To Constru r-ior.. Reorder Plans 1-80O- 848 -5421 RECEIVED CITY OF TUKWILA • OCT 2 7 2000 PERMIT CENTER ^ oi.n� .✓2QO�INJ ` / ILT � VG Pe_y ff. ;i' /Co / c�X OvE2 = x(�05�� SORF/TS5 MFG T Ru`.x5 es Cr: �4 c. �S ROOF PC? NOTE: REFER TO FRAMING PLANS AND SHEETS SI THRJ S4 FOR TYPICAL CONSTRUCTION AND DETAILS. WEATHER PROTECTION UNDER ROOF MATERIAL EXTERIOR SIDING AS PER SEC. 1402 US_C. TYPICAL INSULATION: (UNLESS OTHERWISE NOTED) CEILING: ELECTRIC - R - 3s GAS - R - 30 WARM WALLS R - IS C2X4' WALLS R -13) FLOORS: ELECTRIC - R - 22 GAS - R - IS STRUCTURAL NOTES GENERAL. Ali METHODS. MATERIALS ANC WORKMANSHIT ARE SO CONFORM 7C THE iNIFORM SULDING CODE ANC STANDARDS •9 9 EDITION (UDC "97). AS AMENDED A, ADOPTED AS THE GOVERNING EURISDICSION. THE .,RACTOR IS RESPONSIBLE. =OR :HE ,L,WiNG: A - PROVIDING TEMPO.," SHORING ANC BPACINC UNTIL AL, STRUCTURAL ELEMENTS HAVE SEEN INSTALLED AND CONNECTIONS COMPLETE:. A. ,ELD VE.RIFICATIO AND COORDINATION AS AL. DIMENSI ANC ELEVATIONS BEFORE PROCEEDING :WI, THE WORK S. BRINGING TC THE ATTENTION Or THE BUILDING DESIGNET AN CONELIC IN DIMENSIONS. MATERIALS OR NOSE: SHOWN ON THE TLANS. c. INSTALLATION GE PROPRIETARY PRODUCT, •N ACCORDANCE WIT' MANUFACTURER'S SPECIFGATIONS ANC RECOMMENDATIONS.. MATERIALS. V.EMBER AWED .7G. Si- OW 3, THESE STRU.71,._ FLA, ARE SPECIFIC TOR THE PROjEC ANC 7AKE TRE,DENCE DVET AN CONFLICT SF55 THE STRUCTURA_ NOTES THA PCLLOW. DES. CRITERIS TC, LIVE _OA, AC so 5555 ctse7 ...mossy US, :97 SNOW LOAC 2:7 DS WI, Va.', 3C "Hos Ex, SEISMIC :0, TCJND EOCTINGS ARE 70 EE PLACE: ON jNDISTUT.SEE E.RING OE 2., co EXCAvA,IONF ON - SE PLANS AND ARL 3 , ANL,. RECOMME,,10, - SE SAC,EF_IEE C, • °Dm, 5 S " SE 2505 DR IF . A E ARE SC HAVE .4 CORNER BARS WITH Tzst , PAM:: , - HE WAL_ HORIZON,- HEIN-OPEN, '2'W00: M= 7 ^NNE2TORS = 0 7 .E.E, DESIGN .OWN NE ARE • ACCORDANCE RO,OF SHEATHING OE SIZE SHOWN , EETURA_ =LA, , SC E.,: STAN RATE: 24,6 MINIMUM DIRE:, ICJLET. SC SUPTORTINC: - RUSSES JR RAFsERE , , AL_ EDGES ANC Ec COMMON C "ET o.c. AS AL_ iNTERMEDIATE SUPTOR,. =LOOT SHEATHING 15 OF SIZE .0W, ON sHE ARCHISEGTGRAL =LANS 1.7 EE STAN RATEE o., 7,0 OLCEC NAILEE, 3.1T JOESS OR STASIS WIT, "Ds COMMON B F' s.s A ALL EDGES ANC :Cc COMMON C •.7 c.c. A US. ,ERMEDIATE SURTORTS. AL. SHEACTS.IC SE _A, °HE FACE GRAIN TERPENDICL,E sC SHE SiPTOR, - HE MODE_ NUMBERS CON,270,2 WHERE SPEC:IF:ED sHE PLANS ARE THOSE. AS MAN,,,/REC simPsots. STRONG-, COMPAN, o0.., AR, :w1T- NCO, SURFACES' BEN,, HEAT OR NUT a, HOLE: ARE - .1 SE ' ItREA,T :N DIAmETEET ostm-c 3 1 -ZA : nOtt WIRE NAILS ANE OE DIJANTSET _ENG ANE - ""TE wCDC. ROOT SP,STPE AT= - TE 'CNN - . HE ss_ATE , DNE "" SIMPSON -I" -DiRRICANE , - miXimUM THE A NAILE COMM, WIRE ..-. "Oc 1:: .1.1NLESE NOTEE ,HERWISE o. FLOOR FRAsw, TARALLE_ SC INTERIOR PARTITIONS - C HAVE ONE 71_00, jOIS7 DIRE07, SENECA, EACH PATTIE', LE, 7 H, ONE HALE ST, _ENT, A, TWO ZISTE WHERE TAPTITION EX oNE HALF sHE SPA _ENOS- sHE JOIST. FLOOP JOISTS ARE BLOCK,: AS A__ SEARINGS. WAL_ 70. PLASE, AHE HAVE ESAGGEH, SPLICE,. - MIN1mUM - ANS SPIKED 70GE N 1 , SPLICE: :ONE WIT, A MINIS.' C H-16c SIN,TS. WOOS CON 1YrE- - HE WEA,r, 55,_ SONCTETCSSBUS ..OWH'5 RE TRESERVAT6/E 7 REATEE SO,TE7 COWS, ARE - 7 HAVE sy s: :GLUM!". :FPS N NALL: ARE MARS SHEATHING REMARKS SW, C o.s. 15c C f /2 o.s. • sv, se g 0.e. 15c C 0.s. TI_YY,"": 1 5s C o.c - SIDE " 11 " ROWS sw _ 15. DE" 3,EL 19B7 UNIFORM SULDINC CODE TOT STISMIE EF ' AN, 11 AOC, TRAMIES WALLS WM- 7,- /MINIMUM -:B -1- 41.7T P.7rFC STAGGER:: TOP SW.: ' SWE. .i Sp: T_CZT 1, c.c. ARE EL,. WI, TII: TURFAC: HS HE EHEARVVALL. SCHEDULE 1 SHEATHING SHEARFLOW 'EDGE NAIUNG NAILING TNT USC os C. : o.c •, B AS ss SEC NOTE S ET F ATE ANCHOR F<IM SSEARWALL- ROWS ' SEE NOTE ROWS HOLDOWN S.C.:-HEDULE wAL MAPE HC: GOWN ',HOT "S THCK,SS SPEC, NAILS/BC, BOLT 0 c 3 DP_ "(31, 7/5' SCHT:323 '...23F TIE SCHE2Ji WALL STU: MESON1 - HICK,SS SPECIE IN/AILS/30_, DE_ DE_ _N_ESS ,GEE OTHERWISE TLAN /4 X, SCRTWE EACH ENE: EACH ENE LAC, END StiEARWAL:- " -ELOOP SHEATH], ERAMING ,---FOUNDADON AS REINFORCEMEN TET LOCAL JURISDIG,ON Noy, E NOT USED SEE NO, E.. SEE NOTE S. REMARKS NCO t2SEE 1JOIS, MA, BE ,--ELCOF JCISS '11 PERPENDICULAR TC EDGE NAILING WALL 2/(6 PG. SILE PLATE:- Ho AS ANCHOR 90 " I PER PLAN NOT USED NOS USED NO ,SEC REMARKS USE TTHDRAR.. TOR : RIM jOIS7 APPLICATION NC s USE: NC, USE, NOT USE: DEL 1(41 7/E" 0 ESTB28 SC USED SHEARWALL-. PET. TL, SHEA/2W,-, EDGE NAILING \ RIM JOIST PLYWOOD FILLER SHEARWALL EDG'C NAILING VI CC E — C are eL-R LOCAL JURISDICTION 7 RAMING DETAIL f„OPTION) : -SSEARFLOW NAIUNG PET. SHEARWAL_ SCHEDULE -PLO, 1:,4.--FLOOR JOIST II; 1.10"sts MAY BE PERPENDICULAR TO 'NALL: %Kb" FTT ALL TLATF ; ./CSOR BOLT PER PLAN SHEARWAL. PET PLAN .oHcAIHING NO• SnOWN WINDOW OPENING: WAL 2,G DB_ - ES,: MAY BE REC., SEE P_AN :LTA: RIM JD, - -NA._ :11: .0 SLC/OKS TOR or-ARWAL_ EDGE: NAILING SHEARwAL_ 1. NC SHOWN 'CT CLARET, DJ Ts S,BLL ENE NAILING TOT CON . 7N, TYPICAL ELOOR TIE DEAL i AS-SC TED, --w41 t. PEP StAN UPTEF. =LOOT EL= OORING NTERVENES WRAT AND NAL STRAF TC, HEADER AND TIE HEADER AT EACH END SO WALL STUDS BELOW AIST2s SHEARWALL EDGE NAIUNG FOR CONNECTION 01 TC EACH STUD SHEAR., • RIM jCI3 - 'LOOP SRE,TIRING LC, JOIST ,JOLS.7 MA BE , .ERPENDICUIAR TO a'7' BALL. -wk._ 70. , LATEE EHEARF10,t, NARING PEE SHEAR._ SCHEDULE NOTE USE THIS DETAIL WHEN SHEARWAI_ PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN 'JPREP. AND MA/N PLIDORE. ELOOR LINE 'NALL PIER UPPEP TLC R SHEARVIAL PER PLAN UPPER FLOOR SHEARWAI.L EDGE KAU. ' 3 1 2X07 N,UNG MAIN FLOOR - SSEARWAL PET. PLAN 7:7 T:1!._ • CONTINUOUS HEADER PER PLAN 8a C DI' 0.0 2 ROWS FLOOR BEAM PET PLAN ('T LATERAL RESTRAINT PANEL NOT TO SCALE WALL STUD (T - ThI' WALL SH (Not suowN) I V T. BE ...Nous UNDER LEDGER ,./-- 3-11, C EACH STUD I 1 / - ROOF AREA ./ EDGE : ' ' ' NAILING TO LEDGER STRAT TIE PER PLAN -.5 (MIND LEDGER OR TRUSS SOP CHORD I - Ox /DOMINGO, NAILER MAIN PLO, 1 MAIN FLOOR SHEARFLOW NAILING SHEARWALL TER SHEARWALL SCHEDULE EDGE NAIUNO SOF PLAT'S NOTE... USE THIS DETAIL WHEN ISHEARWALL PANE_ EDGES DO NOT -RAMC ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. .2 SYM. AB7 S. ■ Zt"..°7°2"_7, 7/16" APA. RATED SHEATHING 24/D MIN. W," ae o.c. 2-ROWS C AL. SR... EDGE: PLUS NAILING SHOWN. ALL EDGES BLOCKED. :SHEATHING NOT SHOWN FOR CLARITY) ^ -\ \ ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178' ST. • Suite 101 Woociinviile. WA 98072-8702 (425) 481-8601 • FAX: 481-8371 F-'D9C30: snee title: NCES EN revisions: aesianer: Drawn: checkea: KR KR TLP date: ' 0/05/00 scale: AS NOTED file: 3069-1 sheet OCT 2 7 2000 MAIN FLO, - SHEAF F10, ' NkLiN5 , I I SHEARWALL PER Aq. ;Pr 5 NOT SHOWN FOR ,LAPITY SHEARWAL SYM. AE7 EDGE NAIL. FOR CONN DE SHEATHING OR AxE SHEARWALL PP RLAN .r.OLOw TL Si- NOT SHOWN FOR TC HOLDOWN 3,5 'TYT STRAT "YPE HOLDOWN SHEARWA,_ ' Oc G 3 .-.! J.... TEE ELAN DT SHEATHING , ,STAGGERE, N./T-1 ,___. HOLDOWN STUD !-, , HGLDOWN STU E IHA ' •,_ , 1„_0 —PIA' , ' STAGGERED „., ,•_, 7 0 . 3 - .T. SILL PLAT= _ D, TT i PET =OW:DATION ! IA- , wc ANCHOR 3OLTE 5DN5 NAL_ ! ELAN . :T TOL/NO.0N , — L_ : _ . ___. !j - : - - T - _ 7 _ . ._ ,—,riuNDA WAL '77 P.END PENT I 1A U W R E 7 -1 OPTP 'LON EGUNDATIO, AA, REQUIREMENTS' - - AAAL EMEEDEE, N f 00,5 DOT , ADM SHEARW, EDGE NAIL. #‘ I ! TOOTING L__ L_______ BEAM PER PLAN EDS E NAUN:" SYM A,T ,c - TCLIUWN TL - 00, AR= RAT'D SUBFLOOR GOF OS —'B'ST MTS2C PER PL... SH=.ARW,k EAJL 'EARWAL__ eL-F DI AK TiE STRAP RAT "WRAP 'NE 0' 'TRAP AROUNC ENE OF 3 THE'S ENE 0' MTE2C . — JB. BLOCK E5 j2STE A S"E.ARWAL__ AiACH 3LOCR W • __'.JE321 --2 9ANGF EAC', ENE_ NOTE: SEE D.ETAiL "N' =OF SHEARWAL_ 2ONSTRUCTION WJW AL 1 PLAT ES — UPPER FLOOR PER PL. 1 1.1 MAIN 'LOOP. SHEJ.RWALL ED5A AAUNC k.R4 =LOOT SHEA., PET PLAN DE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178"' S. • Suite 101 Woodinville, WA 98072-8702 (425) 481-6601 • FAX: 481-6371 rey:sions: RLAN #17)9030C — SE #3069 sheet title: STUCURAL NCTES L\NS, DE aesianer: KR KR crieckec: TL dote: 1C/05/00 scale: AS N101 file: 3069, snee OCT 2 7 2000 I 34" MIN. 12 MIN. 30 MAX. "' . - ' -- , -- 11 ‘ '(1)1.(.`,.; '%,‘ I II- I) t Co I ' -.I t. (, ,-;' t l'; 0 ,'`,, `‘‘.•.. , I fo 1 !, :9_), I) 0 0, • 0 As III _i 0 u , ,< . 0 - A1 cis 0 I I T . ,. - (i 412' ; • E "'AI , s, 2 0 < iu Is...co -. --1! 1 111 P, T - 7 AI A) I n \;-* 6'-s• MIN. 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