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HomeMy WebLinkAboutPermit D01-013 - DOAK HOMES - 12217 43RD AVENUE SOUTHDO1-013 Doak Homes 1221743AvS City of Tukwila Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 017900 -0201 Address: 12217 43 AV Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: DOAKHI *092NZ DOAK HOMES 12217 43 AV S, TUKWILA, WA 98188 DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 DARRYL DOAK 11917 4 AV SW, SEATTLE, WA 98146 DOAK HOMES INC. 11917 4TH AVENUE. SEATTLE, WA 98146 * k• ****** * *** * ******* * * ** * * *** ** k * * ** *k k k k *A k k k k k A k * * ** k *** k**** * ** k *k k k k k Permit Description: CONSTRUCTION OF A NEW 1,699 SO FT SINGLE FAMILY RESIDENCE, 416 SO FT ATTACHED GARAGE AND 80 SO FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, 3/4" PERMANENT WATER METER, STORM DRAINAGE, ACCESS, WATER SERVICE, TEMPORARY EROSION CONTROL, STREET USE FOR UNDERGROUND POWER,AND LAND ALTERING * *`k * * * * * ** tic * * ** X14 k*********k k***k k** k** k* k* k * * **kkAkkk *k *kk * * * *k * *kkkkk*h*k Construction Valuation: $ 155,351.70 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversized Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N ***** * * * * * * * * * * * * * * * *k * * * * * * * *k * * * *k TOTAL DEVELOPMENT PERMIT FEES: $ ***** * * * ** * * * * * * * * * * * **k *k *k * * * * *k Permit Center Authorized Signatur I hereby certify that I have read examined this permit aid know the same to be true and correct. All prov ions of law and ordinanc-s 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. Signature:_t W C/i Date: 3 LZ I 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. j .0 South: Sewer: Slopes: Start Time: Cut: Start Time: End Time: No: 1 Private: Private: Public: k * * * * k k * * k * kkkk k * is * * k A k *k k kk k k k k * k * * k k A k k ic k 2,577.13 * * * * *krl*k ** * * ** k* kkkkk* *kkkkk *kk - kkk * * *Ak *kA Occupancy: DWELLING UBC: 1997 Fire Protection: .0 East: .0 West: .0 No: Permit No: D01 -013 Status: ISSUED Issued: 03/29/2001 Expires: 09/25/2001 Streams: (206) 431 -3670 Phone: Phone: 206- 246 -6587 Phone: 206- 246 -6587 Phone: 206 246 -6587 Size(in): .00 End Time: 30 Fill: 30 Public: ate: a L� 13. f - T,2t iL 112i7 17.1- renant: Startrs, Type: C:EVPERM .7' • Parcel 4! 017900,1 rsueo. 02 ******4#(41■44kk*k. r itktitatt 44 k 1. 4 A t 44, *4 4 4 4 4 * I 4 4 k I I t I. t jr 4 • S. 4. 4 • at 4 1 Permit Conditions: 1. No chan9es will be made r-.7 the o'ar: unless alp!o-..ed bv the En9ineer and the Tukwila Building? Di!.!isior 2. En9ineered truss drawin9: sred calculatios shall be or and available to the buildinl in:pector for in:pectior Purposes. Documents shell pear the ar,d Washington State Professional EnQineer. 3. Any exposed insuletionz bactin.1 liarerial :hell hve ;,k Fla;le Soread Pat of less, and . material shall bear identi- fication showin9 the fire performance ratind theref. 4. Ail construction to be done in conf with aporo. plans and requirements of the ilniforq, 1?kfldine Code t1F Edition) as amended, Uniform Meohnioel (19?7 Edition and Washin9ton State Ener9v Code fI.97 Edirioni 5, Plumbin9 permits shall be obtained throudh the . .T , ett!.:.4iti , 1 County Deportment of Public Health. Plumbin9 wY.1 inspected by that a9ency. tncludin9 311 9as pioin9 (296-47 6. Notify the City of Tukwila Euildin9 0i prior to placin9 any concrete. Thrs, brOetldurtz is 1;1 addition an. requirements for Svt 7. Validity of Permit, The issuance of a permit o, plans, specification's— and computations :hall not be , :on- strued to be a permit tor. ov an apprval anv eiplatior of any of ti-e provisions of the buildio9 code or of any other ordinance of the lurisdiction. No c vre:omiw? to 9ive authority to violate or :anoel the provisions of tt cOde shall be valid. L. Electrical permit: shall be obtained through the Washin9ton State Division of Labor and Indwztries and all electri work will be inspected by that ,a9enoy 12 9, There be no occuoancy of tho buil1io9(:) unti! the final inspection ha: been compiered L1 t'h7 rui.w/!:? InSbectOr. • 0. All mechenlCal wori shell be under !oat e permt issued L' the City of Tukwila_ 11. Ali permits. inspection record:. and appioved p!ans shall be available :it the iob site prior to the S,Liirt of anv c9n- truotion. These document t.'0 be olanc,ained an0 able unttl fine.1 inspeoton 3pproval is 9canteo. CONTRACTOR ':',HALL NOTIF PULL . t WORi t!TTLTIY MR• GREG VILL4NUEVA 206)42.: OF i:OMMENNENT COMPLETION OF ;AX;Rr AT LEAT 4 H) IN 4' Temporar erosion .onto be irdblemented 0: the first order of business to prevent sed'nrientarlon off- site or into e..itin9 storm dralna9e fo . 14. The site shall have permanent eco.y,lon , .:.oritco' measures place aS soon as PO': after final 9cadin9 ilas been completed And orior to the Final Inspe 15. Work affectin9 traffic flows shall te closeiv coordlnataj w4h the City Utilities Insuectr. T 4 •onY7o F1311:7 3ha11 be submitted to the Inspect. aborc 16. Any Waterial :Oiled onto „Any street 1 :leaned LID immediAtely. 17. Haul 50 Cy shall reuuire avolicatio foc Permit or;or to any associated a 18. FROM OCTOBER THROUGH APRIL 30. COVER ANY aC.PES AND STOCKPILES THAT APE 3H: 1V CM STEEPER AND HAVE yERTICAL RISE OF 0 FEET OP MORE AND WILL BE UNWOFTED ;;OP GREATER THAN 12 410U. DUPING rHIT, TIME PERIOD. COVER OP MULCH OTHER DISTURBED AREAS. IF THEY WILL CE UNWOPIED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILE Oh SITE AT THE BEGINNING OF THIS PERIOD. INSPEC AND MAINTAIN THIS TABILIZATION WEEirlY AND IMMETIATELY PEFORE, IMMEDIAyELY FOLLOWING STORMS. FROM MXY 1 THROUGH SEPTEMEEP 30. INSPECr TEMPORARY EROSION PREVENTION AND SEEIMENT 41 LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE : SE rz-TM. STABILIZED PRIOR TO FINA) CONSTRUCTION A!''Piz'OV hereby certify that I ttt ll , vith them as outliiied. '411 1)ro f.: 13W 6nd this work will be conaiIi.i.d 100ithe'r The grantin9 of thi.s Dermt d(:.,.1.-s not pr:.: to violate or , :ar.:1 »r 3ny otrie-r work lawz reQuiatio9 corlstructon or tho ::-Irfo; of j1"i '2 [ • Project Namerrenat t _ Value of Construction: Site Address: ! City State /Zip e g� 7u/ •lm Tax Parcel Number: 0 To - c .2 2 / Property Owner: �on r/ ,e1 /ic,+c Phone: .2D( -.2 Y6 6c-v- 7 Street Address: City State /Zip: 1/4/ 7- G/7 4 7 - - e 1 Gv, �Pi 7.',01,4t 1, 9,r /,' Fax #: 5'/',--av -e- ContrV .e / _/-.. r )nl?f� �� Phone /b9P Street A res6: � // �7 / 7 - z-/ z ,?-vim 5; 6,, ���,o cn /y/ City State /Zip: Fax #: g.�z.c Phone: Architect: r Street Address: City State/Zip: I 1 f , `7 - c--/ rA n-ae <1.4, ° 1 5 99/ 4/x Fax #: , P i Engineer: _, AMA-fat ET/11 /IV eQi••• Phone. 1 V 2 5 `' - /o S3 Street Actdres : .. City State/Zip: Fax #: Contact Person: , DA', _. 7v cr.., 2-06 --2 VG- 6 7 Street A dres : .� City State /Zip: l l 7 - 1 1 TA i� e 5'L,., ‹P�p /fin 9 9, Fax #: i ? t Description of work to be done: / .,/ N Cc,,, /I e 7 -e- Q,, U ,9.«cc.. e L_ Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' in Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: OrSewer ❑ 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: a 9 9 sq. ft. Dwelling sq. ft. Covered Deck(s) S! /d sq. it. Garage /Carport sq. ft. Accessory Structure(s) 3 es sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot)._,L 2, '7 4 '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! WIL.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single- Family Residential Permit Application ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling S6 Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: � � t Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public tg Storm Drainage ❑ Street Use ❑ ater Main Extension 0 Private 0 Public • Water Meter /Permanent # Size(s): if ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ., G ( / )'ti d e /ri✓ / f c' ® Miscellaneous 0' � / .. . Date application accepted: Application and plans must be complete in order to be accepted for plan review. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment SFPERMIT.DOC 2/13/97 Applications will not be accepted through the mail or facsimile. Date application expires: — 0 I ,...OR STAFF USE ONLY Project Number: Permit Number: LO!1O 13 Size(s): 0 Fill cubic yds. 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. Applicatio4ken by: (initials) PLEASE , SIGN‘BACK:OF APPLICATION FORM s BUILDING OW ER OR AUT ORIZED AGENT: • Signature: j � J L ei, Date: i /(cr :)._69 0 I Print name: ^ri / v �` i / 4l v, ( Phon51 h _ ),y4 lc I Fax #: t, e Address: J I 1 J 7 " evi 1 .1.7 C Go t Ci lktr t L� �/1 q (( / /V% ALL SINGLE- FAMILY RESIDENT PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY H REGISTERED 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) ❑ ❑ 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/Duwarrilsh River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas/Electric /Oil /Propane/Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THiS PERMIT. SFPERMIT.DOC 2/13/97 ** *A *A * * *A * A A AI *t +R A *A t * *t f i t: *:e +t f t $- t:1 + +► � i t t* A r *A :� Al t t �! f f A f isIfy or iUKNIl_A. WA *AAP* ** *AAA. 4 AA A*# AA * A *AA IAAAAAA A, AAA- 0A:. t. A,t P. A •t AA3 t t } * 4 4 44 A TRANSMIT r1!Iti'mr., 120100: W Amo1 ir:, i 4: ! J Prvment Method: ChECF rkitet. tc!r!: LOW lr. ,t.. Jrl Perrtrt Ito: 0OJ•c1J,. 1vu4•. (A1'►'tPr•: [!L','LL.%tFhEP!1 1 }'rt :el Not U1 7 2U0-020l Site. Nddr•ests. 1:.':.'1•. 4;; AY z: Pivnertt • ALL ►r`itc A * *A*AAAAAA *A * * *AA *A * *+sA *.lip *At Aril f A 44* A4 t** 4 A A Alit **4 4** t :1 r P A*4 Ac' :«rtnt Cod 1) e -,cr r of tGn 000/322.J.00 I!UILD3NG - I:Er 000r•34'5.630 PLAN) t :111rc1 - Uf ILL r' Ov0 34f E120 P1.440 CHECK Wk 1 Elt t L•t E1 000/38u.904 :3 f!4 fE B+J.II_D IOG SOR }ir,RI :!- 000 Irf:> : FEE. - UT1 L11 `r 412/34:'.4OO I0 3P FEL •- STORM C}'2AfN 402. INS!' FEE - ;ME 401 /'x841 . 02 WATER C l? i I Ot'1 . 401. 266.: Pki EI I i''. - 11 0 E }ESP 101:'3.2.4010 WATER INSPECTION FEE 401/343.405 PATE! 1 UKo: Ltt? F E.E 000/ 322.1 LAND ALf >JRTNG 01:40II FEE 000/345.630 345..630 - LA01. y1.1 El I1 (.; PL CHEi; i. - \b 4 ,.4. - . 0,0) • 4iwitoksIts.Ka 116*. A*40*-4******k********4** k.ifirirk*A—Ortkkk*AV44t44A4r4ior**A44*,,FtiAt,trf CITY OF TUKWILA. WA 01 I Tui h** TkA0bMII Number: k0100134 Amount: 10.t0 0/ J1 11::M Pivment Method: CHECK NotAtion: DARRYL DOA iLd Permit No: D01-013 cvoet DEVPERn DEWELGPMEW! PEROIT Percel No: 017900-0201 Site Addrees: 12217 43 AV S rutil Fee: L4.iflr,23 1hib Plivment 12.3Y0.60 lotO ALL ?tuts,: HaliMCO: ,o *************** A A **A********************A***AoA••t*******Ai Account Code Deticriation Alaunt 401.388.104 WATEP AllU-ALLEN•OWN 4 4.. , bAl.i ( 4 1 402.380.104 SEWEN ASSESS-ALLENNWN 200'.:.2o /05 . ' ;7 1i.) TO1i 37 f. Ii ° i f * * * * * * * ** * * * * *** *** *#kit # # ****# t#- cr# ktkttthtit *RFr�f:�r{.dr *trlrtt�rt C I T Y OF Tug IXLI4. WO * * * * # * * * * # A * * * * * * * * * * * * * * * * t * * t # # * A r A * # * + * A t F * i t A * * * F # * * TRANSMIT h4um4er: Rt ) Amount: 0t t :3 0 Pi.vment Method: CHECK riotiit i c'n: DOME; HOME!. 10C I ri i t : 1 L 1 Permit. No: D01-013 Tvi,C: r)Ei.'NEvri L'EVELC)I'hE:h11 PENPIT1 .' Parcel No: 017100•O195 Location: 122XX 43 AV 5 thin Pkvnent 949.78 Toth i ALL 1'ritr,: E'•: .; Ci 13di<;nce t.3Li..E35 ;k* *** *#'*r * * * * * * * * * * ** * *Pt a **A** * * **#**t* * *i.***tt **:AAA ***rt it ** ##! Account Code Deicr iut ir,,► ilm unt O0O/345.8:3Q PLAN CHECK - RE5 r ' )1 i'7 9710 TOTAL 742.74 COMMENTS: rn 01.11 y o AO EV \ —' Address: /r- .:2 / 7 9.5 pet/ to calms;_- - ZZ - Special instructions: Date wanted: ' r a a.m. p.m. Requester: Phone: _..i''' `/ % 4 'd i - - _ . i 7 Project • %/ it-1 le S Typ gel >V." \ —' Address: /r- .:2 / 7 9.5 pet/ to calms;_- - ZZ - Special instructions: Date wanted: ' r a a.m. p.m. Requester: Phone: _..i''' `/ % 4 'd i - - _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 -b Approved per applicable codes. INSPECTION RECORD [ — Retain a copy with permit PERMIT NO. 1206)431 -3670 Corrections required prior to approval. 7.00 REINSPEC ION FEE REQL4 RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (vied: Typ f Inns tion: Ad d) t 1 a A S ° I t L ` 61 / l Special in Date a , • 0 p:rrr - R equ � r: tf IINCli A. Phone: 7 I — 2 ? K INSPECIION NO. CITY OE±TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /lppraved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit •iespecbr PERMIT NO. (206)431 -3670 Corrections required prior to approval. ,"✓./ iTr'1 / , d / Date: / t ".iC4 -r / j / ,j f f ,r1/� REQUIRE .Prior to inspection, fee / must be paid FEE RE $47.00 REINSPECTIOIV Q at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt t►1o: Date: is11t4.0 ° COMMENTS: \ ore li hk i ( -1,-41-4 11 1 Areivk Address: 1/717 143Y 1 Ave Date called: 11- /-01 0 44 -- it Aia r vt/t4" !I/ 06i -ft„ f_ t . t, ►t t, 1 I t , t J Joi --(t cd) G cN- Project: k, \ ore Type of Inspection: c n A Address: 1/717 143Y 1 Ave Date called: 11- /-01 Special instructions: Date wanted: I' 01 i;.? Requester: Kichar3 Phone: 2D6 r 571 - 2.2 n & 55) 50 5 L& ' th 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. ,' CITY OF TUKWILA BUILDING DIVISION 6300 Sduthr "rlter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 6,\J I Date: it /j i $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: PERMIT NO. (206)431 -3670 t ILI g U N LL WO IL N W 2o 8 N o WW 11 0 ll Z i U D . 0 z Project: 7 ) r. Ci L H J Jype of lnspeg•tion: (.4- thrtlirto _- Address: r -r) 1 rl L ,./ _.-} Date called! j 1 t L2- /N Date wapted: adC7 1 \- / 3 ir-1 I Special instructions: Rquester: PhOle: _ 1 7 1 1 — 2,2 r 4r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 N Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit • DO Oa) PERMIT NO. (206)431-3670 Corrections required prior to approval. .-{7LAA49-7 7 . 2 14 ti/tAk,u.. spectoi:, Date: / ,I [7 3 $47.00 REINSPECTION FEE R QUIRED. P or to inspection, fee must be paid / it 6300 Southcenter Blvd., Sui e 100. Cal to schedule reinspection. Date: I II 00 mu. ui 0 tO va4 tu n 3 0 82? O I— r o . Z ;L 0 Project: 6(9A/-( /7/07)3C Type of InAecprk Address: 42..D/7 i., Date c. ed; ow .... / ,---- Date wan nd: 6 ZS //0 / p.m. Special instructions: Reqqester: ,L)/17/y / -/-,)04< fZi?e .. 3 7/ 22S(') “44-L*,h, i'V ;M4 INSPECTION NO. proved per applicable codes. COMMENTS: .R ceipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to approval. 12.Thiec sS /111k a Itjei Date:e_ ,c;: G Inspector: 7 10 REINSPECT! EEE REQUIRE ,at6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Prior to inspection, fee must be paid Date: •roject: • b... a ,• Ty•• of Inspect ! . . , ....r a: A• •ress- r, Date ca Iedr / /O Specia instructions. Date wanted :g /i/oi a.m. p.m Reque ;tt�r: _ / d t. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: [ INSPECTION RECORD Retain a copy with permit LA i P EIT 0. At (206)431 -3670 Corrections required prior to approval. Date: 8 i $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: r COMMENTS: Type of Inspection: s p Address: 122 s7 t i 3rc A �� �'1 Date called: g 9 _ og g Special instructions: Date wanted: ,-, a.m. - 1O -o1 Requester: ' Dar ry1 fl Phone: AO 6—.571_-2280 __A.1.5-- c. F If v". "\N-Jr 1 .a Al IM , Jr, k..-..1 $ .rt i I- . p t ")% 60444. _ Project: o HQ m e 5 Type of Inspection: s p Address: 122 s7 t i 3rc A �� �'1 Date called: g 9 _ og g Special instructions: Date wanted: ,-, a.m. - 1O -o1 Requester: ' Dar ry1 fl Phone: AO 6—.571_-2280 .1) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Inspector: Li Corrections required prior to approval. C :/c; a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: I Date: Pr ect: C� K 1-1-0,4., r S' s Type of I ection: .,-, f / tI . f l 1 ( /- ? D r 1 I S ate called: ` ` I Special instructions: Date wanted) a.m. Requester: K I C fit 1 P Phone: 2 - G 7 / -- 2 2 Ur 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Date / / / / ^^ I .00 REINSPECT! N FIE REQUIRED. Prior to inspection, fee must be paid ❑$ at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Date: P ect: 1.- Type of ins ection: . tx-+rY7 / L) . Address: 'a t� L Date call a f v1 Sp instructions. Date w & `U 1 a.m. p.m. Reques t~i� INSPECTION RECORD R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date: Approved per applicable codes. Corrections required prior to approval. 2 $47.00 REINSPECTIO - E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. 3 / 1 6 (206)431 -3670 "Pli" Project: #A, Type of Ins Ion: "`IQilrt. / Addres • /24-•/7 y3p-ei AA0 , Date called: pecial instructions: Date wanted: , Q a.m. Requester? Phone: j < J 2i I INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: LJ Inspector: INSPECTION RECORD Retain a copy with permit ti P741 ♦' PERMIT NO/ Y' I (206)431 -3670 $47.00 REINSPECT! a FEE REQ IRED. Prior to inspection, fee must •e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P�p 'ect: t I I. ofjftspeCtip : y G1` .1PsS. ,1 e cpii. .: I Dat 1 Special instructions: Date ante 1 ) t1 101 p.m. uester: / V k\Ct rC L Phone: 71—c\DRD C�7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WK K Approved per applicable codes. COMMENTS: S ky , a t Ilrl tt \.'r c, • r) V C PERMIT NO. (206)431- 3670` Corrections required prior to approval. or Pe-AA,r)vt 5 -- Irt1t, 4e 41 s en hnf`e'te„ l)4A%.. J Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: -7_ Receipt No: Date: COMMENTS: �_ _� }� - - rA 1 } 7 r o v ' 14) S k f r A 4 - ' �1 1 2 , a tA,tot I. . � h4• r k �tJ01 al Address: 1 ' I 3 . • . . i T b . � niit\ (A1k4 1 on I.S5 111 rot' Special instructions: e- �P \ \M{; S 0 �'r S tr` wc� c i� P ht) i-e t 8AY c o ct \tortOil5 � t�Cce Ir0tAS fY1 ►yS ncr i) e4 C W c 4 h y SC rd v / e Phone: 24:z Project: i a TypeAf Inspection: PC ar ` ) , ' j .4sr Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: ,y'' / Phone: 24:z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. $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: ao/s PERMIT NO. (206)431: Project: DOA k 14orne s Type of Inspection: wM v Address: 1 221'7 H 3t Av'e Date called: 5 g- O ! t Special instructions: Date wanted: Q t� '" Qi p.m. Requester: Rl charj Phone: 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Q Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: y,G Inspector: fag, v A- ac,,. -e i .11141 Ax /L- P(/C S Q .ct k i Date: 5 $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: Project: r% ovtie Type of Inspection: dralrnQe va vac Address: 12247 43,-41 Ave S Date called: J .5 -9.•0/ Special instructions: Date wanted: 5 - 10 — Di rm p.m. Requester: j char Phone: 57/ — 22 86 5D INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. [J Corrections required prior to approval. COMMENTS: OK_ - ft - ) ( U — - Inspector: 6V Date: 5 /k/o I $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: PERMIT NO. (206)431 -3670 1 re 2 U 08 W � Nd 2 W U O Q— Ot tll � F .Z UN O� COMMENTS: Type of Inspection: titi rn P Address: 2 if 7 t 1 3 A Date called: Special instructions: t i X,C. i )(___ 1 t4 - l'-' &kr.", (Ai CA' IDE - i- evvo....,,, f-1-_ 04,m,4,, s ,, i.,..) . . ._. (1 , • tf' cz-1:2 esi )- - , eir*/ .(2.k...e AJ 0 / ((ILI' p () ' itiU, Project: iTh U <5 c.A...1(..... Type of Inspection: titi rn P Address: 2 if 7 t 1 3 A Date called: Special instructions: Date wanted: i ii i i. 4 a.m. P.m. Requester: Phones 71 - 2 z% .44A114.14.1,iitt.:f En INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: Ej $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: COMMENTS: Type of Inspection: Sewer conned Ion Address: y2217 1 .43yel Ave Date called: 5 -3-01 Special instructions: Date wanted: 5 - 01 a.m. Requester: et cha rcJ 51 r it r kind Phone: 571-- 2286 t J r' '1_A& 2... • t-c -t 1 N 4 \..t,nr ` 1 "2- 2 -fm cites - (2.1 -0 Ur_ Project: Q oak Li orne Type of Inspection: Sewer conned Ion Address: y2217 1 .43yel Ave Date called: 5 -3-01 Special instructions: Date wanted: 5 - 01 a.m. Requester: et cha rcJ 51 r it r kind Phone: 571-- 2286 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. El $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: Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. DateL5— Eli $47.00 REINSPECTIO FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: -2, Tne e Date called: ( / Date want • • 5 i 'tri • . . ,,,_ Address: Special instructions: Request's c k , ds*/ Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. DateL5— Eli $47.00 REINSPECTIO FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: -2, Prpject: i > i Type of Inspection: �/� Hsu l (J! U I Address: 1 *-x-17 '13 il I/ s Date called: Xilp 7% / �--� Special instructions: Date AV ted: J / f 312/9 / C8 m7 p:m. Requ ter: rr t� l Pho e• ? 7Gte ' l r �. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. A pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: L ty.. D El $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: Pro'ect: � a �1?Z/DS T e of Inspe o /- )mei/0 -1u ``i4 //c A ddress: y♦ l,?-4-17 �l l Y i D pppfffI c lied: G_..y0 l Special instructions: D t w rated: C amp. Req ester: 1 '- 7 Ph� S_ f -i 7 itO /S INSPECTION NO. COMMENTS: L nspecto • INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 pproved per applicable codes. 0 Corrections required prior to approval. Date: ti 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Receipt No: Project: Type of Inspection: / /� Address: 7 9 L , _ �f y/j�' A(.U� ) Date called: / Special instructions: A-)0/ 1 - - U 7 Date wanted: a.m. p.m. Requester: Phone: • G INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: W?J o/ L- t..rr,. ( m Inspector: INSPECTION RECORD Retain a ropy with permit 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. 6V Date: Lj PERMIT NO. (206)431 -3670 • roject: *A t c — sma. r• Type of Inspection: A L lot It . All I fg Address: 2-Z, I ate : c IPA 0 pedal instructions: e-rwet...) ID' 17 —. NWILIkitl e ...., Mot, j Date %fanteg: 1 -4/L) / 0 I . p.m. Requester: E_AK-1--- Phohe: L I IS . )L1 - 1 — A015 nTn INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: c _ 0 ) n $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: • ,„ ACTIVITY NUMBER D01 -013 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12217 43 AV S Original Plan Submittal DEPARTMENTS: Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved WItt1t11 l (XK N/1 PLAN REVIEW /ROUTING SLIP Response to Correction Letter # X Revision it 1 AFTER Permit Is Issued Buildi 'vision Fire Prevention Planning Division (e 11,(a 1 -V( Public Structural [1 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required APPROVALS 0 CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions C REVIEWER'S INITIALS: PERMIT COORD COPY DATE: 05 -14 -01 SUITE NO: Response to Incomplete Letter # DUE DATE: 05-1 5-01 Not Applicable n No further Review Required DATE: DUE DATE 06-12 -01 n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: )0A-4 14Ategr / k-�- Project Address: Plan Check/Permit Number: � / ' ©/3 Phone Number: 3.0g- w .2.Z Summa y of Revision: 20A, E' QD" O, P i / �A►/ e hag /,zd' S e S�� 5' /a► -/ /cam' /4e :n L �� . 4 ev /,_� -f' F' D h d T 4V/t --TP. t IM )1( , o e").-/e; Contact Person: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the Ci ty of Tukwila Permit Center by: Entered in Sierra on 5 1 L/' 0 ) 08/30/00 Original Plan Submittal DEPARTMENTS: Building Division Public Works Comments: Approved REVIEWE 'S INITIALS: V101.0011 rxx' Vn PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -013 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12217 43 AV S a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete E TUES /THURS ROUTING: Please Route N Structural Review Required 1i REVIEWER'S INITIALS: Structural APPROVALS OR CORRECTIONS: (ten days) Approved with Conditionsn C DATE: 05 -14 -01 Response to Incomplete Letter If Response to Correction Letter .# X Revision # 1 AFTER Permit Is Issued Fire Prevention ri Planning Division DUE DATE: 05-15-01 DATE: Not Approved (attac DATE: SUITE NO: Permit Coordinator Not Applicable No further Review I equir d DUE DATE 06-12 -01 com ' ents) n C n CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -013 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12217 43 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision it AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Approved ri LI C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved WI I Fire Prevention • Planning Division Structural Incomplete Li Structural Review Required Fi Approved with Conditions n Not Approved (attach comments) Approved with Conditions C C REVIEWER'S INITIALS: DATE: 05 -14 -01 SUITE NO: Permit Coordinator DUE DATE: 05 -15 -01 Not Applicable UJ No further Review Required DATE: 4 /1S 01 DUE DATE 06-12-01 DATE: DUE DATE Not Approved (attach comments) C DATE: ACTIVITY NUMBER D01 -013 DATE: 05 -14 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12217 43 AV S SUITE NO: Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division II Public Works DETE OF COMPLETENESS: (Tues., Thurs.) Complete Comments: YRAUUI( (NW PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: CORRECTION DETERMINATION: Response to Incomplete Letter i #_ X Revision If 1 AFTER Permit Is Issued Fire Prevention ri Planning Division Structural Incomplete E Permit Coordinator DUE DATE: 05 -15-01 Not Applicable E TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: n DATE: Vii- \ C?\ APPROVALS OR CORRECTIONS: (ten days) DUE DATE 0642-01 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -013 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12217 43 AV S Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete C Comments: Response to Correction Letter C • r. TUES /THURS ROUTING: Approved CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention ri Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete L Please Route Structural Review Required LI No further Review Required REVIEWER'S INITIALS:, /. DATE: G '`' I C APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: cptc1 Approved with Conditions REVIEWER'S INITIALS: DATE: 05 -14 -01 SUITE NO: Response to incomplete Letter ## X Revision # 1 AFTER Permit Is Issued Permit Coordinator DUE DATE: 05 -15 -01 Not Applicable LI DUE DATE 06-12 -01 Approved [ Approved with Conditions n Not Approved (attach comments) DATE: 5// S'leh I DUE DATE Not Approved (attach comments) DATE: Original Plan Submittal ACTIVITY NUMBER: D01 -013 DATE: 03 -05 -01 PROJECT NAME: DOAK HOMES (7Z SITE ADDRESS: 42215 43 SUITE NO: Vie DEPARTMENTS: Build4Division AING 3 '? - P •lic Work Complete Comments: PLAN REVIEW /ROUTING SLIP Response to Correction Letter # 1 n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: Incomplete n Structural Review Required Approved with Conditions Response to Incomplete Letter # Revision # After Permit Is Issued n Planning Division Permit Coordinator DUE DATE: 03-06-01 Not Applicable El No further Review Required DATE: DUE DATE 04 -03-01 n Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: `{'0.NOUIt I1XC NR REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 Gi ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: DOAK HOMES Project Address: 12217 — 43 Avenue S Contact Person: Darryl Doak Summary of Revision: /1J 6-CAC, 0 +4-K e A ieG p P f )11155/1 y 1 P$ (111 ' rr ec.. / . /Jnitoc, / - 2 6- / 4/50 r o t,¢e oc S O /U l PNPr/V /14 re anew stove heeti corrected ON 1.-!>' € "9/ s// 1rmizeif€ /AAA 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 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila. WA 98188 (206)43 - 3670 Plan Check /Permit Number: D01-013 Phone Number: . O6- S T7 01 /31/01 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. F L-r v I L_ V D U_.. Project: Doak Homes - Lot 39 Jurisdiction: City of Tukwila Job Number: Review Number. First Date: 1/30/01 D Number: 01 - 013 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Complete redlined plan review checklist - enclosed Item No. 2 Sanitary dhm Per City code, only one house to be connected to each side sewer. See code section 14.12150, enclosed. Item No. 3 Legal Description dhm Revise legal description on plan sheet - see enclosed Item No. 4 Standard Construction Notes dhm Add additional notes to plan as applicable. First seven (7) general construction notes should be on plan. See enclosed. Item No. 5 Sanitary dhm Provide detail of sanitary side sewer as you have for previous projects. See sample enclosed Item No. 6 General dhm Provide construction sequence on plan sheet, showing all construction activities. See enclosed. Item No. 7 Grading dhm Provide cut/fill quantities on plan. If you fill on site, show a grading plan. If you plan to haul material, then apply for hauling permit. V 1 1%j r b Item No. 8 Infiltration dhm Provide percolation test information for on -site stormwater V Item No. 9 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. Item No. 10 Private Utility Easement Agreement dhm Utility easement agreement format, is acceptable. Revise agreement to show correct legal descriptions and verify that lots are correctly referenced. Item No. 11 Water dhm Per City Ordinance 1777, the Allentown water connection charge is $4,364.80. and the sanitary sewer connection charge is S8,005.80, until January 31, 2001. Sht. 1 of 2 Drainage dhm Provide additional spot elevations, especially along the property side of exiting pavement and along driveways. General dhm See plan sheet for additional comments Sht. 2 of 2 TESC dhm Provide note, to protect existing utilities during construction. Existing utilities are shown beneath construction entrance, for Lot 39. TESC dhm !, Show & label existing conditions, including existing house on Lot 39 TESC dhm See plan sheet for additional comments 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: Doak Homes - Lot 38 Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 1/30/01 D Number: 01 - 011 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Complete redlined plan review checklist - enclosed ct-c-v•st_ �� Item No. 2 Sanitary dhm Per City code, onl House to be carmected to each side sewer. Tit/ J 13 Ho 7 Com it.- w (r �x� GdNNC t /•v C c- ca,a a" {C0 See code section 14.12.150, enclosed. Item No. 3 Legal Description dhm Revise legal description on plan sheet - see enclosed 46 -1 - 41- Item No. 4 Standard Construction Notes dhm Add additional notes to plan as applicable. First seven (7) general construction notes should be on plan. See enclosed. " irvj'-- Item No. 5 Sanitary dhm Provide detail of sanitary side sewer as you have for previous projects. See sample enclosed Tft•E S i Dc 5":"u c'c (S DK4"•' 1 /' /.=, a ' Item No. 6 General dhm Provide construction sequence on plan sheet, showing all construction activities. See enclosed. D''t_o Item No. 7 Grading dhm Provide cut/fill quantities on plan. If you fill on site, show a grading plan. If you plan to haul material, then apply for hauling permit. "f roc S 1 C l 5 (= C. L4 -- Iva 4 lc *Dc C/441 cc s / c el P Cc- Item No. 8 Infiltration dhm Provide percolation test information for on -site stormwater M 07' /L v IL c=b 3 " 0 1/!x/ * Item No. 9 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. A B0 C.:1) 1 - ,0 - 1 15 , "1" S%1 -.0.2 Item No. 10 Private Utility Easement Agreement dhm Utility easement agreement format, is acceptable. Revise agreement to show correct legal descriptions and verify that lots are correctly referenced. -�-y� f-% -3'' cc- Item No. 11 Water dhm Per City Ordinance 1777, the Allentown water connection charge is $4,364.80, and the sanitary sewer connection charge is $8,005.80, until January 31, 2001. O ) Sht. 1 of 2 Drainage dhm Provide additional spot elevations, especially along the property side of exiting pavement and along driveways. 3 E cr 3 — 5.t (17 C c t L. A Lcr. -tc, �o,,. U,. —Sovc3 N ek -71i General dhm See plan sheet for additional comments - 0 rz,.... Sht. 2 of 2 TESC dhm Provide note, to protect existing sanitary side sewer during construction. Existing side sewer is shown beneath construction entrance, for Lot 38. -( C Si be cirk. Ch. /S 11 Jv I S i P-A2*_ _ 6-41-c I`'0-4.14 4c -'1' p'` c: 2- "' TESC dhm Show & label existing conditions, including existing house on Lot 37.-- Dort,- TESC dhm See plan sheet for additional comments 'v _ D,.. .-s..¢•- 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. January 31, 2001 Darryl Doak 11917 Fourth Avenue SW Seattle, WA 98146 Dear Mr. Doak: Sincerely, 1 4 1 4ifi& / 41101. Brenda Ho e t Permit Coordinator end xc: File No. D01 -013 City of Tukwila Department of Community Development Steven M. Mullet, Mayor RE: CORRECTION LETTER #1 Development Permit Application Number 001 -013 Doak Homes 12217 —43rd Avenue S If you have any questions, please contact me at (206)431 -3672. Steve Lancaster, Director 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 Building Division and Public Works Department. At this time, the 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 rep`brts 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 messeneer service. b300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 tt to U C0 0 Lu cn w Q u Li) d to O U S� U I II O .Z = o z 1 ±r ACTIVITY NUMBER: D01 -013 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: 150_ Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Response to Correction Letter # 1 Revision it After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUESITHURS ROUTING: Please Route Structural Review Required ' r REVIEWER'S INITIALS: --/ -'l APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Approved n REVIEWER'S INITIALS: WUOUII DOC SPPI PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention F 1 Planning Division Structural Incomplete ri Response to Incomplete Letter 41 C DATE: 03 -05 -01 Permit Coordinator Fl C DUE DATE: 03-06-01 Not Applicable LI No further Review ' equi ed n DATE: DUE DATE 04 -03 -01 Not Approved (atta nts) n DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: PERMIT BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre-Move Inspection 00050 WSEC Residential 00060 WA Ventilation /Indoor AQC 00070 NLEA Inspection /Modular Stnuct ❑ 00071 Mobile !tome Tic Down Imp ❑ 00072 Marriage Lines ❑ 00090 Rested 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 0350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 0500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 0610 Chimney Installation /All Types 0700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre- reroof ❑ 01400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special- 13olts in Concrete ❑ 04001 Special- Mom /Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: D( lO ,e CONDITIONS 1>00001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be un site 0016 Exposed insulation backing material 0017 Suhgradc preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof X0019 All construction to he done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 0020 Structural observation shall he provided for this project ❑ 0021 All food preparation establishments rnust have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall he special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall he special inspected 44)027 Validity of Permit )028 Rack storage requires separate permit 0003 Electrical permits obtained through L & 1 r . 0030 No occupancy of building until final insp by I3Idg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "13TH maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact 1'W Div to obtain insp for water /sewer connect ❑ 0038 A C of O will he required for this permit ❑ 0039 Final approval for all Ti w /in the limits of the SC Mull 1004 All mechanical work shall be under separate permit 0(140 All construction noise to he in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumping permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of "fMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I Iealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: lot Date: Date: -Z7 `Of ACTIVITY NUMBER: D01 - 013 DATE: 03 - - PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter It Response to Correction Letter # 1 Revision i> After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved WtlIOUTL UOC' vn PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention St ructural Incomplete Structural Review Required C Approved with Conditions n C n REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: a Approved n Approved with Conditions n Not Approved (attach comments) DUE DATE: 03- -06 -01 Not Applicable LI DUE DATE 04-03-01 Not Approved (attach comments) LI REVIEWER'S INITIALS: DATE: DUE DATE DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -013 DATE: 03 -05 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 122 43 SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # 1 Revision if __ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LII Comments: TUES/THURS ROUTING: Please Route fli Structural Revi v Required REVIEWER'S INITIALS: it / sew APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved V IUtIll1II 1100 Y., C Structural Incomplete ri Fire Prevention C Li Planning Division Permit Coordinator DUE DATE: 03-06 -01 Not Applicable El No further Review Required DATE: DUE DATE 04-03-01 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: n u Approved with Conditions [ Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE DATE: Z • 00 (0o cow w w 0 co 3 Z � � O W n 0 § ww U. O ..z U O F- z ACTIVITY NUMBER: D01 -013 DATE: 03 -05 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete C fig DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS- APPROVALS OR CORRECTIONS: (ten days) Approved VI Approved with Conditions REVIEWER'S INITIALS: r-D/A CORRECTION DETERMINATION: Approved ri ' {'ItxU11IE (XX Yry PLAN REVIEW /ROUTING SLIP Fire Prevention [ Planning Division Structural Incomplete C n REVIEWER'S INITIALS: Permit Coordinator No further Review Required DATE: o -3 - vs -`-'/ DUE DATE 04-03-01 Not Approved (attach comments) DATE: 3fs/o Approved with Conditions n Not Approved (attach comments) C C DUE DATE: 03- -06 -01 Not Applicable r DUE DATE DATE: ce 00 N O w W w w 2 u . (0 �O w 8N I I 0 0 f- wW Cu co o ACTIVITY NUMBER: D01 -013 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: C Bfil ing ivision m Pu•lic W•rks TUES /THURS ROUTING: Please Route Approved ri +7taou31 1xx Nrt re ^rrT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: . = � 01 Fire Pre Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: u n REVIEWER'S INITIALS: ‘) a� i Planning uvision v_ 2-5-0 Permit Coordinator No further Review Required [s! DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-23-2001 Complete Incomplete C Not Applicable LI Comments: C DATE: DUE DATE 2-20-2001 Approved (7 Approved with Conditions (1 Not Approved (attach comments) PP I 1 PP I I REVIEWER'S INITIAL • * DATE: (10 • DUE DATE Approved with Conditions Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -013 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S XX Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete IZ Comments: Approved TRRot,It tXx V.. PLAN REVIEW /ROUTING SLIP r-' C Structural Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1- 23-2001 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved nditions REVIEWER'S INITIALS: Approved with Conditions C C REVIEWER'S INITIALS: DATE: 1 -18 -01 SUITE NO: Response to Incomplete Letter # Planning Division Permit Coordinator C rl Not Applicable LI TUES /THURS ROUTING: Please Route 2 ' iew Required LI No further Review Required LI DATE: , .r. _ CSI ■1111=11111... DUE DATE 2-20-2001 Not Approved (attach comments) DATE: c? 3A-t1 2O DUE DATE Not Approved (attach comments) DATE: BUILDING DIVISION REVIEW Date: January 26, 2001 Project Name: Doak Homes, Inc. Application #: D01 -011, DO1 -012, D01 -013 Plan Reviewer: Bob Benedicto 1. Provide details to describe the proposed foundation, walls, floors, and roof construction. UBC 106.3.3. 2. Show location of all required "source specific" exhaust fans and identify the location of the whole house fan, and the method for providing the required outside air supply. WA State V.I.A.Q. code. 3. Any portion of a concrete slab floor in conditioned space that is less than 24" vertically below exterior grade shall be insulated to a minimum of R -10 at its perimeter. Call for the installation of perimeter slab insulation, on the plans. WSEC. End/ initial plan review • Page 1 Tukwila Building, Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -013 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC Lir SITE ADDRESS: 1 43 AV S • GNU XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works C n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ElIll Comments: Incomplete ri TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: air APPROVALS OR CORRECTIONS: (ten days) Approved Approved REVIEWER'S INITIALS: k572- CORRECTION DETERMINATION: Y'RROUI rxx: YN Fire Prevention Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator n n DUE DATE: 11-23 -2001 Not Applicable LI No further Review Required DATE: / - VA) DUE DATE 2-20 -2001 Approved with C o n d i t i o n s [ ] Not Approved (attach comments) DATE: //- *4)/ DUE DATE Not Approved (attach comments) I I DATE: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -013 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter ,Response to Correction Letter ## Revision if After Permit Is Issued C LI Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete LI Comments: ( e+ e t o lA) 0 r TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Approved n Approved with Conditions n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Immommi.■d v'xa(nnr.ncx z +r. C n Planning Division Permit Coordinator DUE DATE: 1-23-2001 No further Review required DATE: 1- - p` DUE DATE 2-20 -2001 Not Approved (attach comments) n DUE DATE C Not Applicable Li ACTIVITY NUMBER: D01 -013 PROJECT NAME: DOAK HOMES INC 211 SITE ADDRESS: 127X 43 AV S DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete fig Incomplete 1 Not Applicable Fi Comments: TUES /THURS ROUTING: Please Route ®, Structural Review Required REVIEWER'S INITIALS: <, b J APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: 17t- 41 RUtIII DOC PLAN REVIEW /ROUTING SLIP XX Original Plan Submittal Response to Correction Letter # C Fire Prevention Fi Planning Division Structural DATE: 1 -18 -01 SUITE NO: Response to Incomplete Letter / Revision # After Permit Is Issued Permit Coordinator DATE: 1 2 2 - 0 n n DUE DATE: 1- 232001 C No further Review Required DUE DATE 2-20-2001 Not Approved (attach comments)III DATE: i/ o 1 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PUBLIC WORKS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: January 30, 2001 PROJECT: Doak Homes Inc (SFR) Lot 39 PERMIT NO: D01 -013 PLAN REVIEWED: Contact David McPherson at (206) 433 -0179, ext.1 638, if you have any questions regarding the following comments. 1. Revise plans, per attached redlined plan review checklist and plan sheets. Attachment and samples are provided, as applicable, to facilitate plan or permit approval. Revision No. I Date Received I Staff Initials Date Issued Staff Initials I Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received i Staff I Initials 1 - Date Issued Staff Initials Summary of Revision: Received By: _ PROJECT NAME: r - — ���� -AKC-PERM. NO - \ -- DG - G I k2) L - Site Address: REVISION LOG Original Issue Date: - 2±i - u e Revision ( Date Staff Date Staff No. j Received Initials Issued Initials Summary of Revision: Revision I Date No. I Received Summary of Revision: Revision No. Summary of Revision: Date Received Staff Initials Staff Initials Received By: Received By: Received By: Date Issued Date Issued , plea e print) (please print) (please print) (please print) please prin Staff Initials Staff Initials REVISION Na 1 P01-0(3 B y ;:d � Date /a- 20 -0( Permit NoPO FILE i C.)i ( I understand that tho Flan Check a !_, p ~,v�'?'s a subject to errors and omission, and approval of plans does not authorize the violation of any adopted code or ordinance. I.',,coipt of con- tractor's copy of approval plans acknowledged. f • . • CITY OF TUKW►f A APPROVED JUN 1 2 2001 Lij City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98I83 (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: 5- f Y ' o/ Plan Check/Permit Number: � / © /3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Project Name: o 4. Project Address: Contact Person: D,9 / p / -. Phone Number: - /,223 e 04,34, Summap of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 — — Entered in Sierra on 5 I ) 08/30/00 LICENSE DETAIL INFORMATION Form THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 Registration# or License DOAKHI *092NZ Name DOAK HOMES INC Address 11917 4TH AVE SW Address City SEATTLE State WA Zip 98146 Phone Number 2062466587 Effective Date 8/9/91 Expiration Date 8/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601329337 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Constriction Compliance Home Page http: / /www.lni.wa.gov /contractors /TF2Form.asp ?License = DOAKHI * 092NZ Page 1 of 1 3/23/01 Z H W -I U 00 u,0 CD W J w 0 2 u_ Q 52 a W Z P- Ul • uu U O - O 1- WW U. O z W U= 0 Z GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE- CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE- CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY rU AMrsCC CDn. TUC ADDD( /T\ DI AM 1AI11 I PFnI IIC?F APPRn1 /AI rPrIKA TI-IF n\n1NIFP FNI(.INIFR ANtfl TI-IF CITY (1R CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. VICINITY MAP SCALE: 1 " =4 MILES Theee plans have WS levleaed by the Puhtic Works Department with current pt is to errors and City standards. Acap� omissions which do net authorize *Anions of adopted standards Of oninances. The reeponsibthp for The adequacy or the design tests totally with the designer. Additions, dde ions or revisions to that drawing_S after tdt date will void revised acceptance and will tequilas t for subsequent opperst Final wormsO WWI id f eld I al the Public WAS VMS insFeteb Date: 3 2L 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACIE I S MUST RF CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. GRADING AND EROSION CONTROL NOTES 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. EARTHWORK ESTIMATE SHEET INDEX CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT / COI SHEET 1 SHEET 2 SHEET 3 SPECIFICATIONS EROSION & SEDIMENTATION CONTROL PLAN GRADING & DRAINAGE PLAN O 0 o) co - 0 C' ) 0 I I 00 0 0 N 00 00 zz w J -I Li_ Li- 0 CO CO CO .4 0 WW 1 ' 5; z .1. 0 0 PROJECT NUMBER 00 -007 SHEET 1 OF 3 N 0 0 0 N 0 O W EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed witnin fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty —eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment —laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. 43RD:. AVE METER f PROPOSED GARAGE F.F. 101.9 IT S_- _ -L5- -- EXISTING 48 -SAN PROPOSED RESIDENCE FY 102.5 PROPOSED GARAGE EXISTING FIRE HYDRANT CLEARING LIMIT 30' 1 02-- IT— L ___, E XISTING UTILITY POLE 10 30' Lot 36 h 20' C" y - 7 3 - CLEARING- PROPOSED RESIDENCE F. F. 1025 H -- LIMITS OF i v • L O O O O (' I" O O ,s< = -Sr- s — S __ = -r F., U U U U U < J 0000000000< ! ii U 0000000000 <;, rOBO0 0 0-O.0 1 . �t of i C 1 ISTIR� WAT 0 �1 O REMAIN EXISTING GAS LINE 1 GARAGE G EXISTING SANITARY SEWER GRAPHIC SCALE 10 zo ( IN FEET) 1 inch = 10 ft. 30' Lo - - 37 PROPOSED 5' UTILITY EASEMENT INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY I 30' EXISTING RESIDENCE TO REMAIN b QO EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME MAN ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV. = 100.00 Lo r/ / 38 L— e 0 1 G EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 INSTALL FILTER FABRIC OVER CATCH BASIN OPENING 20' -0" PROPOSED RESIDENCE F.F. 102.5 G NOTE: 1. PROTECT EXISTING SANITARY SEWER LINE TO LOT 37 DURING CONSTRUCTION. 2. EXISTING CONDITION OF LOT 36, 38, 39 IS A LAWN. 1 EXISTING TREE HAS BEEN REMOVED i r I5.0 30' Lot 39 20' 0" - 0 0 0 �. 0 0 0 0 0 0 0 0 0 1 U U�U,.,_"41 0 .0 4 9 0 O O `w < I 0 _0 O O 0 . 0 ..0 O O O �, ' ° � ° 01 0 0 INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS A 100 INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS. 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT NOTES: BURY BOTTOM OF FILTER MATERIAL IN 4 "x4" TRENCH C MAX. 24 "MIN 12 "MIN FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 36 BIN 4"x4" MIN. TRENCH. BACKFlLL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK _L_ 4" MIN ■ I =2'x4" WOOD POSTS, STANDARD OR BETTER OR _ 2 "x4" WOOD POST EQUAL ALTERNATE: STEEL FENCE POSTS ALT: STEEL FENCE POSTS 36 "MIN A THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE. NECESSARY, FILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH ALTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY —DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE `IRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA— STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE ALTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4 —1.5 WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE. SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. PROPOSED 28' UTILITY EASMENT SILT FENCE DETAIL NOT TO SCALE / GEOTEXTILE FABRIC UNDER QUARRY SP (MARAFI 600X OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE 3° TO B° QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING. MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH. WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 STONE. AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES. USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE En Zl CO _`t.LCD W 0 } I- I- 0 I Q r - Lei at H) I- 0 _I 0 DC H) N C.) H) O 0 O N 0 W J Co H) I- 0 Uri Lii 0 DC O 0 O N 0 0 0 Z Z LU LL- U- PROJECT NUMBER 00 -007 CO f7 I- 0 ui 0 D_ H) 1 N N CV N CV N O 0 0 cst 0 0 LU J U- t- t- o co co W M o 02 to O W O pq a d' 0 O a 0'' O 0 LOT LOT 39 LOT 38 LOT 36 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0201 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0200 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0195 EXISTING FIRE HYDRANT BUILDINGS WILL BE SLAB ON GRADE GRAPHIC SCALE o zo ( IN FEET) 1 inch = 10 ft. EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME 1 02 DOWNSPOUT CONNECTION POINT (TYP) 4" PVC TIGHTLINE TYP SLOPE =2.00% MIN. 4" PVC SIDE SEWER 4" PVC WYE 4" PVC CLEAN -OUT EXISTING SIDE SEWER TO LOT 35 TO REMAIN 10'x10' SEWER EASEMENT IN FAVOR OF LOT 36 6" PVC SIDE SEWER 6" PVC CLEAN -OUT 6" PVC TESTING TEE 2 -6 "x4 "REDUCERS IE =88.08 FINISH GRADE SPOT ELEV. - EXISTING UTILITY POLE _ s IE =87.40 • :STA. .75±58' NORTE ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV.= 100.00 EXISTING GAS LINE \3 EXISTING 8" PVC SANITARY SEWER S =0.40% TIP SE 1/4, SECTION 10, T23N, R4E, W.M. NOTE: THE EXISTING SIDE SEWER TO LOT 37 WILL BE RELOCATED AS SHOWN ON THIS PLAN. CLEARING LIMIT IS THE PROPERTY LINE NORTH IE =87.71 STA. 76+35 .N Q 1 G G INSTALL MAIL 6OX STRUCTURE FOR 4 BOXES PER TUKWILA STANDARD DRAWING NO. RS -6 EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 EXISTING DISEASED /DANGER TREE PER OWNER, HAS BEEN REMOVED G N EXISTING UTILITY POLE 8" SAN SEW�' • �P\� - C,. . EXISTING. 6" PVC •" - - SL SEWER S =2;00% TYP 7 RDOF DOWNSPOUT = VERFLOW FLOW 4' PVC 30' Lot 36 20' -0" PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 EXISTING 6" PVC SIDE SEWER. S =2.00% TYP - 30' Lot 37 PROPOSED 5' UTILITY EASEMENT EXISTING RESIDENCE TO REMAIN 12223 -43RD S PROPOSED 4" PVC SIDE SEWER TO LOT 37 PROPOSED GAS SERVICE LINE PROPOSED UNDERGROUND POWER, PHONE & TV CABLE INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE 1 -4" PVC WE 1 -4" PVC CLEAN -OUT INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) 1 -6" WYE 2 -6 "x4" REDUCERS 6" PVC SIDE SEWER 6" PVC CLEAN -OUT 6" PVC TESTING TEE 6" PVC WYE 6 "x4" REDUCER 30' -1"-----'- : NORTH IE =88.39 ISANG E E TO REMAIN PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 38 Lot 39 20' O' EXISTIN PROPOSED RESIDENCE F.F. 102.5 PROPOSED 4° PVC SIDE SEWER WITH CLEAN -OUT SIDE SEWER CROSSING MUST BE 24" LOWER THAN STORM PIPE PROPOSED 4" PVC SIDE SEWER WITH CLEAN -OUT PROPOSED 28' UTILITY EASMENT PROPOSED GAS SERVICE UNE TYPE 1 CATCH BASIN (TYP) VANED GRATE: 101.50 IF: 97.50 48" DIAMETER DRY WELL PER DETAIL OVERHEAD UTILITY LINES 100 INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS SLOPE = 2.00 7 M NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED PER TUKWILA I FRASTRUCTURE STD. DWG. SS -2. j / €D 1/4' MESH SCREEN / ON PIPE INLET EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING 8" DI WATER MAIN W N \ \\ 4' PVC ELBE SCALE: 1"=2' TYPE i CATCH BASIN 7 WITH VANED GRATE INSTALL 24' - #4 REBAR AT CENTER OF DRYWELL FOR FUTURE LOCATION 4' PVC S =2.00% 12 MIN. EXISTING CATCH BASIN VANED GRATE: 99.5 IE(12 "DI): 97.40 U1 M DRY WELL DETAIL 48" r te_ DIA. DRY WELL FILLED WITH 1.5' -3'- WASHED DRAIN ROC 12' MIN. A OR RESTRI SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. 16" MAX. TO FINAL GRADE 4' -4" LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL DVE SEASONAL WATER TABLE TIVE LAYER DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC PIPE TO A DRYWELL. 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH 1000 SQ.FT. OF ROOF AREA. 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL LOTS 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE THREE LOTS AT THE LOCATION OF THE PROPOSED DRYWELL THE SOIL TYPE AND STRATIFICATION WAS THE SAME IN EACH TEST HOLE AS FOLLOWS: 0 -3.2' BROWN SILTY FINE SAND 3.2 -9.0' GREY /BLACK MEDIUM SAND NO WATER TABLE ENCOUNTERED ON 3/29/2000. SCS SOIL CLASSIFICATION: URBAN LAND 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. LEGAL DESCRIPTION: LOTS 36, 38 AND 39, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. t 4-) z T HE V ) V ) CO F.) I- O J PROJECT NUMBER 00 -007 N- 00+ II) co cF) N CD O N I` CO P3 f') F- 0 0 J J N 0 U1 GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SiTE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE., THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL ANA MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOT1FIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2 WRI I I DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE: OVER PLAN AND ELEVATION VIENLS. 5. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACGE T D INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE UB.G., YTS E G.. N.E.C.,, U.P.G., U.M.C., AND ALL APPLICABLE LOCAL CODES, WHICH SHALL TAKE PRECEDENCE OVER NOTES, SP5GFIGAT1ONS AND DRAWIN65. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN INAS PRAWN FROM GENERAL SiTE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY.; THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SE -BACKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER' TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. . 5. THE. CONTRACTOR SHALL SECURE ALL NE E SSARY PERMITS AND INSPECTIONS AND SHALL 14011E1'11415 OFFICE, PRIOR TO CONSTRUCTION, OF ANY 'REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION. 6_ THE CONTRACTOR SHALL VERIFY SiZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WILY PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. T. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAN, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED NUTHOUT PERMISSION IN WRITiNG FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. SiTE CONDITIONS AND SITE P CORK 1 IF SOIL CONDITIONS' ENCOUNTERED UPON 1E<CAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEF=ORE PROCEE121110 ALL FOOTINGS SHALL EXTEND TO BELOW' THE FROST UNE` AND SHALL SEAR ON UNDISTURBED. NATIVE SOIL- 2. DO NOT EA CKFILL UNTIL ?IAL.:L._. HAVE as'+ - ADEQUATELY BRACED OR HAVE SEEN DESIGNED I TO RESIST LATERAL EARTH PRESSURE. BACK FILL MATERIAL SHALL SE GLEAN. PHZMEADLE AND FREE OF ORGANIC MATERIALS. B. CONCRETE 1. • CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR 5" PLINTHS AT EXPOSED EARTH : (5" IF POST, 15 PRESSURE TREATED). PROVIDE' b" MIid_ FROM SILL PLATES TO FINISHED GRADE, DAMP -PROOF EASEMENT FOUNDATION MALLS WITH 2 COATS ASPHALTIC EMULSION U.N.O. C. REINFORCING 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS F111-1 A MIN. OF 90 BAR DIAMETERS. MINIMUM BAR CONC COVER: EXPOSURE TO HEATHER 2", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF T U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEN FOOTINGS SHALL NOT IMPOSE "UNDESiGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING HALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER I LC.L OR N.W.PA. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANE, GENERAL NOTES AND 'DESIGN LOAD CHART'. 2. SILL PLATES, DECK SUB- STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED I^UTH AN APPROVED PRE COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT.,FOR SEAMS, RAFTERS AND JOISTS PER USG 2306.7. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 10d NAILS ®' 12" O.G. STAGGERED. 5. SOLID BLOCK IN/ 2X 0 MIDPOINT OF STUDS OVER 10 I tL r, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS ® SUPPORTS. 5. 1N0O0 E9NTE3RING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 'I. DOUBLE JOISTS UNDER PARALLEL BEARING PART171ONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. S. FIRE.TOP AND DRAFTSTOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETINE5y FLOORS, FLOOR TO ATTIC. AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SiDES OF STAIRS. q. 5W -LAM SEMIS SHALL., BEAR AJ.T.G. INSPECTION STAMP AND SHALL BE 'ARCHITECTURAL_ APPEARANCE" GRADE WHERE EXPOSED TO von. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE 'SIMPSON' OR AN APPROVED EQUIV. 2. FRAME NAILING SHALL COMPLY P1114 U LE SG TAB Lc ', 23-11 15-1 UNLESS NOTED OTHERY4ISE ON FRAMM6 PLANS OR ON SHEARNALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL SE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WiTH CORROSION - RESISTANT FASTENERS. F: PLY1^IOOD AND DIAPHRAGM NAILING 1. ALL PLYYVOOD FOR STRUCTURAL USES SHALL. CONFORM AND BEAR A GRADING STAMP.OF THE AMERICAN PLYWOOD A5SQCIATION(APA) AND NAIL PER 11SG TABLE 23- 11-5 -1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHF_ATHING SHALL BE TIG 3/4' C- D- EXT -ARA PLYWOOD WITH EXT. GLUE, P.L. 52/16, GLUE TO JOISTS AND NAIL NTH 1Od ®6" 0/C EDGES. 1Od B 10" 0/C FIELD_ ROOF SHEATHING SHALL BE 15/82° G- D- ENT -APA PLYWOOD WITH EXTERIOR SLUE, P.I. 24 /0, NAIL 6d • 6" 0/G EDGES, Sd 0 12" O/G FIELD AND ACCESS TILATI 0 N � VI=N 1. V134TILA73 crzArtL SPACES AND OVERHAN6IN6 FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SQ. P1'.(NET FREE=) FOR EACH 150 SO, FT. OP UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST 1140 OPPOSITE SiDES ARDICOVER NUTH 1/4' CORROSION RESiSTN T WIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES IMM4 CROSS VENTILATION - EQUAL TO 1/15071-10F THE ATTIC AREA(NET FREE). F.>(GEPT __ -r =�_ ,•sv EE ,./ 0 PROVIDED AT LEAST 50% OF THE RF/U!IRED VE31T AREA IS 5 FT. ABOVE EAVES WITH 50% OP THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS FANS.., 22" X 30U'sMMIMUM: A CLEAR HEIGHT OF 30', INSULATE! AND HEATHER 5TRIP< 4. PROVIDE 18 X 24" CIR.AWL'SPAGE ACCESS TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24' ARC OF CLOSED DOOR, GLAZED AREAS > q SCE. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN UB.G. 2405. SAFETY GLAZING I5' REQUIRED TO BE PERMANENTLY MARKED PER UBC 2406.2." I. ` ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.C_, STATE AND LOCAL ENERGY CODES, AND MANUFACTURERS SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REWIRED. J, MECHANICAL 1. WARM AIR FURNACE OR GAS HIM. SHALL NOT SE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. SAS APPLIANCE5 IN GARAGE SHALL SE ON A 15" HIGH PLATFORM. PENETRATING 5. AIR DUCTS HOUSE SEPARA710 SHALL B 25 &AUG M INIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL Mtt I U.M.G. STANDARDS AND SYSTEMS ARE TO BE BAL.ANCiD. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT L_055 CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR. WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT R5nUIRESD. 1: PUIMBI VENTS PER U.P.G. 2. HOTTER TANKS SHALL SE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMELY WITH WAG 51-46 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOWER-5: 25 GPM(MAX), LAVATORIES/FAUCET: 2.5 6FM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERt'IIT REQUIRED. L. MOISTURE CONTROL 1. "SHOWERS SHALL HAVE All APPROVED HARD, SMOOTH AND WA RESISTANT SURFACE TO A HEIGHT OF 10" ABOVE DRAIN INLET. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNiTS BEHIND 11LE SHOWER SURROUNDS. 71LE SHOWERS NUTH A.SiTE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS.. PROVIDE MILDEW RESISTANT CAULK AT ALL 'TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUi LARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THIG.�^IESS = 1/5' TEMPERED, 1/4" LAMINATED AND MEET U.S.G. STANDARDS_ 2. FLOOR TILES AT SHOWERS AND F 1' AREAS SHALL BE S1VD-RESISTA NT: 3. PROVIDE SECURE SLOG:'s ":G FOR GRAB BARS PER PLAN, CAPABLE OF'SUPPOR71N6 A 3b0# IMPACT LOAD. N. TRUSSES FABRICATED TRUSSES SHALL SE DESIGNED BY A WASHINGTON ENSED RURAL_ EENGINEEE? AND IN ACCOR THE PLAN REC UIREMEEINTS. ,SUBMIT COMPLETE SHOP .'ITH'E STUCT N6INEER5 SEAL FOR AP PRIO TD FA�BRIGATION. TRUS MUST BE STAMPED, BY AN APPROVED MANUFAC O R SY A QUALITY CONTRO A S AS W WOOD TRU55 FAB GOUNCIE_ 2 CONTRACTOR H S VERIFY EXACT SP PRI TO FABRICATION.. . 3. APPROVED AN GE RS MUST USED AT AIL. GONNEGTIONS OF STATE R JAC'KE. OR HIP TRU T O A MAIN.GIICPER RUS NON - S PA RTITI ONS B M TRUSSES SHALL T BE SEPARATED FROM TR U S S N I 5 STG FASTENERS. 4. TRUSSES, SHALL BE BE AND INSTALL IN ACCO RDANCE NU7H MANU FA GTURFR`5 SPECIFICA SKYLIGHTS 1. GLAZING SHALL BE INSULATED, TE MFE Ef GLA55(TOP). LAMINATED. GLA55(SOTTOM) AND 7/32" TH ICK MINIMUM. 2. IPROVIDE'A�MINIM CURB, FLASH A FLABHII77 -AT TOP AN B , f OM A NT7 ST S FE A N D ' ' : SIDES. THE UNIT SHALL HAVE A GONE RLSATIDN GU TTER AT THE LOWER E]ND. INSTALL PER AGIURER'S IN57RUG110N5. FINISH AND FLARE WELJ_ TO :LN& PER PLANS. P. EM ERGENCY EGrc 1. EV ERY SLEEPING ROC, v BASE T SEAL LEAVE 4N T DOOR 70 THE E 1P P, 2OR A MINIMUM OF ONE iiND NIHICFE LOWN L' MINIMUM ENTS: AXIMUM'SILL HEIGHT G 44, NF CL OPENING AREA. OF 5.7 G. FT., MINIMUM CLEAR HEIGHT OF 24'. MINIMUM CLEAR WIDTH OF "20" AND SHALL BE OPERABLE FORM THE INSIDE NITHOUT SPECIAL TOOLS OR KNOWLEDGE, Q. SMOKE DETECTS ' 1. SMOKE DETECTORS SHALL SE PROVIDED IN EACH SLEEPING ROOM' AND SHALL 35 INSTALLED PER MANUFACTURERS RECOMMEN17: >119NS, MOUNTED ON THE CEILING OR NALL CENTRALLY L c:JATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN STRUCTURES WITH LORE THAN ONE STORY OR METH A BASEMENT, A SMOKE DETECTOR SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT_ IN SPLIT LEVEL STRUCTURES, T'1.OVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEFNG' LOCATED ON LONER LEVEL, THEN SMOKE DETECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DETECTOR IN NUN CONSTRUCTION SHALL SE DIRECT }AIIRED TO BUILDING PONIt32 WITHOUT A DISCONNECT. SWITCH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK :%P. ALL OTHERS MAY BE BATTERY OPERATED. R.. SECURITY 1. PROVIDE SECURITY AT EN TRANCE AND GARAGE DOORS WITH A MINIMUM 1/2 "THROW DEAD BOLT NITN LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVAT1G1= PORT @ 54 " -66° OFF FLOOR AT UNGLAZED ENTRY DOORS 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. 5. GARAGE SEPERA ":"ION 1. GARAGE/DWFLLING ST PERATION SHALL CONSIST OF FIRETAPED 5/5" GINS, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS IGS LIVING, ATTIC AND CRAWL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING $CI OR = SHALL USE 2 LAYERS 1/2" GWB TYPE "X' 3. STRUCTURAL SUPPORTS FOR DINFH I ING SPACES. WHEN IN THE GARAGE SHALL ALSO BE MAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR,ABOVE. 4. AIR DUCTS PENETRAT THE SEPERATION SHALL BE 26 GAUGE OR HAVE AN APFF:OVES7 DAMPER. 5. DOORS FROM GARAGE TO- DWELING SHALL BE 1 3/5" SOLID CORE, TIGHTFITTING AND SELF- CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF S" MAXIMUM, MINIMUM TREAD LENGTH OF 5" AND A 3/S" MAXMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3.. HANDRAILS SHALL BE PLACED 34' TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH "A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE .6' -S" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/5" GNB, TYPE "X" FIRETAPED 014 }MALLS AND SOFFITS. PROVIDE, FIREBLOCKING IN CONCEALED SPACES. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETNtEEN STUDS ALONG AND IN LINE FIlTH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. ' SOLID FUEL FACTORY BUILT FIREPLACES. STOVES AND INSERTS 1. UNITS SHALL BEAR. THE STAMP' OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WiTH THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS. 2. UNITS SHALL HAVE TIGHT - FITTING GLASS DOORS, READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3/5 ", THICK (MIN) HON - COMBUSTIBLE HEARTH EXTENSION'FHICH ' 15 READILY DISTINGUISHABLE FIR M SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. S.BELONL 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND FLA.B.O. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL ' FIRE=PLACE ' : CHIMNEYS_ CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2) 1/2' X 1/5" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED WITH (5) Sd NAILS PER STRAP TO ROOF OR CEILING FRAMING V. MASONRY FIREPLACES AND CHIMNEYS 1. - CHIMNEY SHALL. NOT SUPPORT ANY STRUCTURAL WEIGHT OTHER THAN ITS OWN UNLESS SO DESIGNED. 2. PROVIDE ACCESSIBiS DAMPER CONTROL AND OUTSIDE COMBUSTION AIR 3_ FLUE SIZING, FLUE LINING, F MAXIMUM TEMPERATURES, TERMINATION HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH UBC TABLE 51-B AND 31-;A_ 4_ '; SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PER UBC, 3102.4.3. 5. CLEARANCE TO COMBUSTIBLE MATERIAL, 2' FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, 5" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL WITH 12" OF OPENING SHALL NOT PROJECT M. LIRE THAN 1/5" PER INCH OF CLEARANCE FROM OPENING. 6_ HEAR-IN 1- 115 , 151014 SHALL. BE 4" MINIMUM HICK VON - COME'J5T MATERIAL HEARTH EXTENSIONS SHALL EXTEND 16' FORM THE FRONT OF AND 5" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING IS GREATER THAN 6 SQ. FT_, THE HEARTH EXTENSION SHALL EXTEND 20° IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTE'NSiONS: SHALL BE READILY DISTINGUiSHABL.E FROM SURROUNDING FLOOR. DESIGN' LOADS CODES SOIL IN. ENERGY NOTES PER lcigl r4SEC 1_ EXTERIOR JOINTS AROUND FINDON AND DOOR FRAMES. OPENING5 BETWEEN NALL5 AND FOUNDATIONS, BETYNEDN INALIS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS - AT PENETRATIONS OF UTILITY SERVICES THROUGH NNALLS. ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKET ED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO V'IEATH SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERFROOF. ALL FLASHING, COUNTE3RFLASHING AND COPING. NHE N OF METAL. SHALL BE NOT < 26 GA CORROSION RESISTANT METAL- 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED NAILS WITH WP. WALL BOARD AND AT SHOVER CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND ' COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR GRADE 4. INSULATE FLOORS, HALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4-16 (R-4). "I. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS KITH R -10 RIGID INSULATION. S. INSULATE HOT NAaTER PIPES PER TABLE 4-17. 9. PROVIDE 2.5 G.P.M. FLOW RESTRICTORS AT SHOVERS. 10. HATER HEATERS SHALL MEET 1 I51 NAECA. 11. ELECTRIC HW TANKS IN NON-HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10 12. HVAG EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS CALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 10 INSIDE AIR -TIGHT ASSEMBLY (1/2" GINS BOX). 14. EXTEND FIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. X. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 14g17, 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INT'ERMIT'TENTLY OPERATED INTEGRATED FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS . 1_ EXHAUST FAN REQUIREMENTS: BATHROOMS, LAM:MiES AND POWDER ROOMS SHALT.. HAVE MINIMUM 50 GEM s .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM ® .25 PLC•. RANGE HOOD FANS. 2 EXHAUST DUCT RF (lUiRE HESNTS: DUCTS TO BE INSULATED TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACKDRAFT DAMPER., TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WETH TABLE 3.3 VIAQ CODE. NOTE: IT IS RECOMMENDED BY KING GOUNTY TO INSTALL A CENTRALLY LOCATED YVHOLE HOUSE SG4AUST FAN Y'9TH A MAXIMUM SONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3-2 VIAQ AND CONNECTED TO THE AI$TOMATIC CONTROL TIMER. THIS NILE FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILL'TY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING. INTERIOR DOORS SHOULD BE UNDERCUT 1/2' ABOVE THE FINISHED", FLOOR. - UNIFORM BUILDING CODE 19'TT EDITION 4 AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1g11 WASHINGTON STATE ENERGY CODE WAG 51-11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PSF, ATTIC:_ 15 PSF, STAIRS: 100 PSF DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAiLS: 20* PLF AT TOP OF RAIL SEISMIC ZONE: 3. 134 SIC WINE> SPEED: SO MPH, EXPOSURE S NNO) BEARING CAPACITY ASSUMED AT 2000 T' (UNO) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOiLS ENGINEER_ EARTH PRESSURE ASSUMED AT 60 PCF EQUNALJINT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR CANTILEVER', RETAINING NALJS. - CONCRETE MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 2S DAYS .(UNO) 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SiZE 1-1/2" RETAINING WALL: 2500 PSI AT 25 DAYS, 5 1/2 SACK CEMENT PER CU/YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5 %). REINFORCING STEEL ASTM A-615 GRADE 40 FRAMING' LUMBER (JNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS POSTS AND .HEADERS BEAMS GLU-LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS METAL CONNECTORS °SIMPSON" BRAND OR AN IGSO EQUIVALENT MASONRY MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STEEL: OR. 40 JAMES- ANDERSON DESIGN RENDG4I7AL ARCHITECTURE 10 `/ 09 PLAK3 'A CATHY ANDERSON • REGISTERED ARCHITECT R . 330 DAYTON ST..6 " EDMONDS, NA.. 18020 cm ' 116 - 6156 PHONE FAX Ti6- 6 - 166 nv HF #2 OR BTR(PT g HF "511112 GRADE" HE *2 DE 112 DF, *1 24F -V3 24F -V5 ,,,,� P.T. �v P.T. E Okfl DATE 5H EET CEIVED FT LMLA 1 1 A nE GU' } I understand that the Plan Check approvals are ! sub to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged_ CRY OF TUKWILA APPROVED MAR 2 8 2Ou EPARA 1 E PERMIT R t-� REQUIRED FOR: 'MECHANICAL ELECTRICAL PLUMBING GAS PIPING CITY OF TUK'WILA 3UIIL DING DIVISION Y..._ REVISIONS A.^ CHANGES !: NGES SI sALL BE MADE TO OF wU f K WITHOUT Pty "s V__ OF TUEKWII A BUILDING A NEV4 PLANS fA ;i ° f i ALYEAli , NAL PLAN REVIEW FEES. CONNECTION Naantat 1. Joist to sill or gird., toenail 3$d. 2. Bridging to joist, toenail each end 2-8d 3. 1' x 6' (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d 4. Wider than 1" X 6" (25 mm x 152 mm) subfloor to each joist, face nail 3.8d 5. 2' (51 mm) subfloor to joist or girder, blind and face nail 2 -16d 6. Sole plate to joist or blocking, typical face nail Mint at l6" (406 mm) on. Sole plate to joist or blocking, at braced wall panels 3 per 16' (406 rent) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate 4-8d, toenail or 2 -16d, end nail 9. Double studs, face nail :. . 16d at 24" (610 mm) oa 10. Doubled top plates, typical face nail 16d at 16" (406 mm &16d Double top plates, lap splice 11. Blocking between joists or rafters to top plate, toenail 12. Rim joist to top plate, toenail 84 at 6' (152 mm) d.c 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces 16d at 16' (406 mm) on. along each edge 15. ('siting joists to plate, toenail 3-8d 16. Condnuow heade to stud. WINO Wd 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail - 3-8d 20. Y (25 mm) brace to each stud and plate, face nail', 2 2L 1" x 8' (25 mm x 203 mm) sheathing or Icon to each bearing, Into nail 284 22 Wider than 1' x 8' (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built -up comer studs 16d at 24' (610 mm) o.c 24. Built -up girder and beams 20d at 32" (813 rum) o.c. at top and bottom and sta 2 - 20d at ends and at each splice 25. 2" (51 mm) planks 2 -16d at each bearing 26. Wood stmdnral panels and particleboand: Subfioor and wall sheathing (to framing): I/2" (12.7 tout) and less sat or 6d t9 -3 (15 mm -19 mm) 80 7 / " -1' (22 rem -25 mm) m0.0 1 (29 mar-32 mm) Combination sabfloor-undrlayment (to framing): 3 /4 (19 mm) and less : ... 7 1a'-1 (22 mm -25mm) t0a�ar840 1 /ti - 1 1 /4 (29 inn -32 mm) 27. Panel siding (to framing?: 6d6' I /i (12.7 mm) for less 646 5/a (16 mm) 28. Fiberboard sheathing? g No. 11 (12 2 " - - 66dd4 1 !2 No. 16 ga. Na. 11 ga 'S /32 (20 tor°) 8d4 No. 16 gag 29_ Interior paneling 1a 1 14 (6.4 mm) 4418 3 lti (9S mm) ABBREVIATIONS /GENERAL CONSTRUCTION. AB. ASV. ALT BD. BLK'6 $M GANT. GB. GDR G.J. CL GLR CAM COMP GONG GONT DB. DSL AIAM E.E. as. EX EXP FACT FIN F.G. F.F.L. FO5 FP FTG GLB 51- SR GINS HID HDR Hit HST. H.L HN ESM ESP U.G. EJNH EBB L.P.O. VTO GFM ANCHOR BOLT ABOVE ALTERNATE BOARD SLOGKINS BEAM CANTILEVER GARRIASE BOLT G; DAR GEIUNS .101ST CENTERLINE CLEAR COMMON COMPOSITION CONCRt I CONTINUOUS PENNY DEADBOLT DOUBLE DIAMETER EACH END EACH SIDE_ EACH NAY EXISTING eCPOi77 EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR UNE FACE OF 511317 FIREPLACE FOOTING GW-LAM BEAM GLASS /GLAZING GRADS GYPSUM NALL50ARO HOEDOWN HEADER. HANDRAIL HE1 &HT HEAT LAMP HOT HATER Fl F GTRIG SERVICE METER 1'1 Fr.1RIC SERVICE PANEL UNDERGROUND FI FGTRIG WALL HEATER Fl FCTRIG BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE GUE3IG rtt I PER MINUTE INCL. INT LAM UN MAX M.S. MIN INC. NTS O.A. O.G. O.H. 055 PB.O. PL P T. PIN R RELOG R>:G273 IRO R.O. R.S. 5.e,. SHT SN SKY SLDG 51N T T-() T. B. TfL. TYP T4G UNPIN. U.N.O. VB. V.6. YIP IOU - ABBREVIATIONS /ELEGTRICAL/MECHANICAL/ LIGHTING &FIG SO N.S.L HB. G.O. GAR. ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS SWITCH 3 NAY SNUTCH DIMMER SNITCH TIMER SNITCH DUPLEX OUTLET HALF SNITCHED SPEC. APPLIANCE FLOOR OUTLET 220v OUTLET NATE OUTLET SFIG OUTLET tEg ITTMI ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOORBELL/CHIME PHONE JACK THERMOSTAT HEAT REGISTER Fl PC. BASE SD INCLUDE INTERIOR LAMINATED UNEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL- ON CENTER OVERMANS ORIENTED STRAND BOARD PROVIDED BY ONNFR PLATE PRESSURE TREATED PLYWOOD RISER RELOCATE RIJ ROD AND SHELF ROUGH OPENING ROUGH SANW SOLID GORE 5HI_t f SHELF SKYLIGHT SLIDING SHEARNALL TREAD TIE DO1NN (1t) TOYVEL BAR TOP PLATE 'TYPICAL TONGUE AND GROOVE UNFINISHED UNLE55 NOTED OTHERAISE VAPOR BARRIER VERTICAL GRAIN HOOD P85.000HT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR NATER SERVICE LINE HOSE B15S GLEAN OUT COLD AIR RETURN SURFACE UGHT NALL MNT. UGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK UGHT PULL CHAIN U&HT SAS METER FLOOR DRAIN HOSE BIBS TABLE 23- II -B-1 - II -B -I-- NAIUNG SCHEDULE 1997 UNIFORM BUILDING CODE !Common or box nails may be used except where otherwise stated. '- -Nails spaced at 6 inches (152 mm) on center at edges; 12 inches (305 mm) at intennedta e_ -.;d 6 inches (I52 tool) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood stmcturat panel and particleboard dt . rs and shear wafts, refer to Sections 231533 and i35.4. Nails for wall sheathing may be common, box or casing. 3 Comumn or deformed shank. °Common 5 Defor.ned shank. 6 Corrosion- resistant siding orcasing nails conforming to the requirements of Section 2304.3. 7 Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. , Corrosion- tesis`•aat roofing nails with 3 /16- inch - diameter (11 mm) head and 11/2-inch (38 mm) length for 1/2-inch (12.7 nun) sheathing and 11/4-itch (44 nun ) length for 25 /32anch (20 mm) sbeathing to the requirements of Section 23043. 9 Corrosion- resistant staples with nominal /16 -inch (11 mm) crown and 1 /8-inch (29 mm) length for 1 /2 -inch (12.7 mm) sheathing and 11/2-inch (38 mut) length for. /;.unto (20 mm) sheathing conforming to the requirements of Section 2304.3. 10 panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long diaciion of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. Ilpanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. JAME5- ANNVES50N DE51GN RE51Df:NT7AL ARCHITECTURE r , , CATHY ANDERSON • REGISTERED ARCHITECT 33O DAYTON ST- tt6 • FDM<JNI7S. 1NA. clFY)2 ) Ciqq COPYRIGHT ©.IAD , 0 UNAUTHORIZED REPRODUCTION OR U5LS PROHIBITED AND PROTECTED BY FEDERAL LA1^1 DATE SHEET RECEIVE) . 1 A ") N '10, 1..ri -b an) 9 rW � " cwt 5 / 4 o uer2- ( rr1;1/ plfitic //Abo !t O 2 i '1° n i I XC' t N / r7�11� Go - GIB 1.1 p N.)Y Gr9t -1 G `rOC' LoiJG G Ili FLOOR TIES/ HOLDOY`!NS SIMPSON U.N.O. ! �� COPYRIGHT © JAL? WIEW 1 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAN / DATE SHEEP „cE t 12t,LA STRAP NAILING HOEDOWN STUD ANCHORAGE HOEDOWN ANCHOR BOLTS NOTES ..AL ZOFNTAL 7 - _.._. �.1....._.:....... (-7 --/t) N1 .1`ea *z. - le- .1 Z............_. ..( ) ��g - %; ¢ ,iz, Z t'II i7 la, _z -zoo - I . OA.?)..:....._.. �? ?-1 - I - 17a -4 -z .%._ °. IS al 'r' . ...__.._ F ' <yr N-17Id4JZ • 3 ' -I 4 , pH r='7 L -ri L1 ' . -1 I� -1od. 1(, -11a - .. -1v pr2c- a,s- " 1- LOCATE HOEDOWN AT EACH END OF SHEARWALL S- EXTEND FDN DOWN A5 REOD TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOEDOWN A.B. EMBEDMENT - 4- THREADED ROD AND COUPLER AS REGV SHEARYVALL SCHEDULE- STUD FRAMING MARK SHEATHING 014 2X HF U.N.O. NAILING EDGES SLK'D U.N.D. NAILING FIELD 5HEAR FLOW NAILING BASE PLATE - SILL PLATE ANCHORS -- - RIM .JOIST 1/,,/._-2 - /IC / I' /W--i' FW `- e. e'C' ('o K1IJ t v dt 1 c1el2 I &I 2 ,3�� - - I u c 1 lZxlba f -a° J /-1 A �'7 iry./ it � �G IZII I (a GI GC1 A. G '" �v�! .j lz' GIw 0�, dot- 4 4" S alL r1 � ` o *II 1 I d , 2 1 . 0 « : ' w'- I .-/ i ?,,-1- e �" d 12," 1 c � 4 " , 1-- ri zl'5o1 t, e - 7 / r s i , z ; e g • — 1 . - - - - - 1 : 6 4 - e - - . 1 0 ! ' l'. ,i s ; ` 't' /�, ; 4i - U/ ,{ ?(1�' i s !1 Il i' § F / 44 t'4e`l I. < G 1 J , I " - IhJG CS ( (-1 R »4E i , i✓ H-41- ` — (e i 66 °r / --,— N '10, 1..ri -b an) 9 rW � " cwt 5 / 4 o uer2- ( rr1;1/ plfitic //Abo !t O 2 i '1° n i I XC' t N / r7�11� Go - GIB 1.1 p N.)Y Gr9t -1 G `rOC' LoiJG G Ili FLOOR TIES/ HOLDOY`!NS SIMPSON U.N.O. ! �� COPYRIGHT © JAL? WIEW 1 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAN / DATE SHEEP „cE t 12t,LA v' GONG rrS,G '4 �r� � I y V' a o� ' .4-k r5/6- 1 V.I.!' A ( )en " 1-1, ; .0 pr_'- Gtta+ I to ' ' 16,07 °c 5 ; ii L -I / E h � ,fit ° v1NY-- _ i I✓ °o G — G 14 COPYRIGHT © -1AD 1999 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAN / �. .LAMES - ANDERSON DE51GN RM.17e 17AL ARCHITECTURE I kie. 6 Az1 ea ai CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. K6 • EDMONDS, WA. 48020 T16 -6166 PHONE FAX T16 -6166 5H� r CEIVED/LA C FTUK..1 a r 4 X I &€2 any c i P• ),1 //`t J1 ) l ( tel i1a'4 It a 0. 4 a psi fuNIW/Ild JIM= k7 !Azg_ I >�' Z -t+ Hix. Z -Z )'4- - ZxG r -" .L. 4 �f r c-pri o 04-0 2-342-z-4R COPYRIGHT © .IAD i 99, UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAK .JAMES- ANI?ESSON DESIGN R I-1--e7 1N6-- 0 .16 Ate &06 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. tt6 • EDMONDS, NIA. 46,020 Tib -616b PHONE FAX 116 -6166 r DATE z -1 RECEIVED r:ITY OF UMW!! M A S N. 4 2 4 MIt� CENT / 7 / /4xilf \i G IN IG4" ! NJ ,64 L., 4-/IZ ' pr s :0:4 Win I AM e,..5 &Jr a r 4 X I &€2 any c i P• ),1 //`t J1 ) l ( tel i1a'4 It a 0. 4 a psi fuNIW/Ild JIM= k7 !Azg_ I >�' Z -t+ Hix. Z -Z )'4- - ZxG r -" .L. 4 �f r c-pri o 04-0 2-342-z-4R COPYRIGHT © .IAD i 99, UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAK .JAMES- ANI?ESSON DESIGN R I-1--e7 1N6-- 0 .16 Ate &06 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. tt6 • EDMONDS, NIA. 46,020 Tib -616b PHONE FAX 116 -6166 r DATE z -1 RECEIVED r:ITY OF UMW!! M A S N. 4 2 4 MIt� CENT 3 pz 4%4 11 //t, ufy#1 rpo c Q.& 14L1 V !WA ••■••■•4■7 Az- $ APV 4 4 a _4 1 ...„17 11 I . I 1 11 Mil I II MA E 2 12-or ■"•,,= /1 / e/ • Z i-a>44-14-17F- (g-44-0 046 -1' w Z.x WV/ 1 = 1 *1 - 2'r L 6.14 epsot, z4 r vor--- (_,- G'11-1Y ANDERSON • SSO DAYTON ST. s • 01.1,11.1F I sys(T& &09 JAMES-ANDER.SON DESIGN RESIDENTIAL ARCHITEGWRE REGISTERED ARCHITECT EDMONDS, YiA. CS020 GLY COPYRIGHT WW- "9/ UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL. LAIN orIAG RECEIVED CITY 1W TUKWII mi n . 4 Z >111&ENTE R , . • VW-1—f/ ri,t_VA+ \ • 1 2x07 Lat7 r , i 72 t,,D 6 -- 4 NI 4- 1 +XII. io 2P 3 pz 4%4 11 //t, ufy#1 rpo c Q.& 14L1 V !WA ••■••■•4■7 Az- $ APV 4 4 a _4 1 ...„17 11 I . I 1 11 Mil I II MA E 2 12-or ■"•,,= /1 / e/ • Z i-a>44-14-17F- (g-44-0 046 -1' w Z.x WV/ 1 = 1 *1 - 2'r L 6.14 epsot, z4 r vor--- (_,- G'11-1Y ANDERSON • SSO DAYTON ST. s • 01.1,11.1F I sys(T& &09 JAMES-ANDER.SON DESIGN RESIDENTIAL ARCHITEGWRE REGISTERED ARCHITECT EDMONDS, YiA. CS020 GLY COPYRIGHT WW- "9/ UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL. LAIN orIAG RECEIVED CITY 1W TUKWII mi n . 4 Z >111&ENTE R Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in B111H A_ Mindow,Skylite Double AAHA tested .516 23.14 230.0 5451_25 Sliding i Swinging Double AAMA tested .315 17.25 2 GLAZING 15 % OF FLOOR AREA (U = .65) Glass Door 240.8 156.5 WALLS (R -11) .062 1811 B. Opaque Door Mood 1 3/4 w /panels .510 26.22 15_1 SLAB. ON GRADE (R -10) RIGID .540 Mood 1 3/4 5C. .330 15.18 .043 Yvood 1 3/8 5C. .590 17.94 17:8 318.44 .041 Insul_ metal w/7B .190 8.74 20.0 174.80 144.6 lnsul. metal u?/1B .142 6.53 1012 SLAB (R -10) F =' C. Roof /Gelling R-30 .036 1.66 950.0 1515.20 InSulation R -38 .031 1.43 3.5 ft. BELOW' GRADE INTERIOR WALL (R -13) D. Wail insulation R -13, wood studs ' .082 3.T1 118.0 671.42 above i below grade R -13, wood studs .088 4.05 1643.0 6650.86 .420 R- 21.wood', studs .051 2.62 351 E. Floor Over Unheated R -19 .041 1.89 950.0 1791.10 Space Insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.84 Perimeter Insulation G. Basement Floor ' None .032 1.41 H. Infiltration Post 1980 _018X.6 AGH 0.50 12104.0 6352.00 GROUP R OGGUPANGY TARGET UA TARGET ASSEMBLIES "U" AREA U X A FLOORS ( R -19) .041 450 38.95 CEILINGS W /ATTIC. ( R -30) .036 950 34.2 CEILINGS VAULTED (R -30) .034 950 2 GLAZING 15 % OF FLOOR AREA (U = .65) 550 240.8 156.5 WALLS (R -11) .062 1811 112.3 DOORS , ( R- 2.5) ' _400 31.15 15_1 SLAB. ON GRADE (R -10) RIGID .540 2.0 ft. BELOW GRADE INTERIOR WALL' (R -1q) .043 SLAB (R -10) F= .690 230 118.1 3.5 ft. BELOW GRADE INTERIOR WALL (R -19) .041 113 145 SLAB (R -10)' F= .640 1643 144.6 70 ft. BELOW GRADE INTERIOR WALL (R -11) .031 3115 1012 SLAB (R -10) F =' .570 Tba A FT TnTAI _ 351 GROUP R OGGUPANY PROPOSED UA PROP05ED ASSEMBLIES "U" AREA U X A FLOORS (R -11) .041 150 38.95 FLAT CEILINGS IN/ ATTIC (R -30) .036 FLAT CEILINGS' W/ ATTIC (R -38) .031 950 2 SCISSOR' TRUSS 4/12 PITCH (R -30) .043 5/12 PITCH (R -30) .039 4/12 PITCH (R -33) .040 5/12 PITCH (R -36) .035 CEILINGS VAULTED (24" OC) 2 X 12 VENTED ' (R -30) .033 GLAZING .516 230 118.1 2 X4 WALLS STANDARD (R -13) LAPPED WOOD, ..` .082 113 145 2 X 4 WALLS' STANDARD (R -13) T1 -11 .088 1643 144.6 DOORS .234 3115 1012 SLAB ON GRADE (R -10) RIGiD'W/ TB .540 2.0 ft. BELOW GRADE INTERIOR WALL (R -13) .064 SLAB (R -10) IN/ TB F= .600 3.5 ft. BELOW' GRADE INTERIOR WALL (R -13) .053 SLAB (R -10) W/ TB F= .510 1.0 ft..BELOW GRADE INTERIOR WALL (R -13) .050 SLAB (R -10) W/ TB F= .420 _ PROPOSED TOTAL TOTAL TARGET UA TOTAL PROPOSE=D UA 351 351 351 0 l7 - I8 firms c". 1_1M rilm I 1 >>r VVINPOY"t SCHEDULE 2 6 3 18 DOORS 2 :ICI III iII ?lo SIZE 4/0X4/0 2/0X2/0 4/0 x 3/6 1/6X4/0 b /0X4/0 6/0X6/10 5/0X4/0 5/0X3/0 2/0X2/6 WEIGHTED 'U` GAS • 3/0X6/8 28X6/8 SH NEIGH 'U' GAS Sidg SIdg SIdg YVINDOM MANUFACTURER SIdg DOOR MANUFACTURER 'TYPE Fixed Fixed Patio Fixed Ir.= s tl. SC wd AEA 32.00 4.00 14.00 36.00 24.00 41.00 60.00 9.00 10.00 230.00 �II -r /91P' 37.150 "U" 0.53 0.50 0.53 0.50 0.53 0.49 0.53 0.50 0.53 20.000 0.19 11.150 0.39 Nt Tai. 4 1''1' fr. 1 "WA" 16.96 2.00 7.42 18.00 12.12 20.09 31.80 4.50 5.30 118.19 0.516 Egress Safety gI. (1) Egress 3.80 Solid urethane 0.284 6.92 1 3/8" 10.12 MILGARD MFG EMPIRE NOTES OWNER: ,jol)K ,d/GMES /NC PLAN #: 1601 A Egress / grid HEATED FLOOR AREA: 1605 Grid/obscure (2) grid , 044(01 (2) obscure DO1O13 ►999 COPYRIGHT © .1 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS JOB It: GROSS WALL AREA: EQUIPMENT SIZING FORM Design Heating Load DHL- (heated floor area) 1605 Minimum Required Equipment Size = DHL x 1.0 Maximum Required Equipment Size = DHL x 2 Proposed Equipment Size (Output) JAMES - ANDERSON DESIGN RE510E ARCHI7L Na Mi I f t- G 1f'Oq CATHY ANDERSON • REGISTERED ARCHITECT 390 DAYTON ST. #6 • EDMONDS, INA. 98020 T76 -6186 PHONE FAX 116 -6188 203 14.33 22991.70 45983.39 25000.00 22991.10 SHEET RECE CI"Y OF n •. 1 � ul xnrwr�w Au Prf' " 1 1 440 1 Wlm ralrro .,rirrnmhwirlltll! r Iw W NMInWtlnWIpMIM rbnnlWdixwaXnpuluMIWIW1 lMY11n IWIio11141W111PMarlitallili Mnln !III 1141111 .0.10 in n,WPMM +nw^ n„VU , :� 111 rir Illlll��rjl r{A WALF! AK WKIES HOUSEEwAcrx FAN Zu rAKE, • I' 5 �Nfi R "iity /zo Gd ,z5 '^i4 (ruk) • • arc Spa T.N TXE _ azcn ale DxmPER ExHA u wop 1 (O K-4- f7 r o )4.61-n- _ ZX6 u _4" 7Y I4" /z. C7 4 FP. STALE, MOIST EXHAUST AIR ExHAUSr FAN - T MLNAT7ON VENT® 7 1AeF Ek r METAL INTEGRATED VENTILATION 52, N3 & rh fe 4 1't_.:_4" x Web/4 pt. ur 4 � 1; rp' G MT% i ftIIJ(LI Iti t Z n I•E17 t'6 ef..' I -r te I - I I..I V4 101_1 .G.IJI.Id ;-IL► /s' �I I.; 4. wt-1' (urlp) 7 > gc1 &be J VA& fia.p r 11 11 -I)(i L. I /GG kcl�a.L- 4 vs6 1 4 • 11o:6 ' ?- -I i►Jsu.I_ 7I c. 4) -o‘' 1J/1I ' r (ocle rzi v x iti3tQ��(N�a� lt�ic i I I / P ') • I--�� GP,IPI'I -E WsUV I'' r? ►1rV47 Z I& 06 ��C4v Ilo'o.&, r- �t1t -1 �t I � ftJD Iv" r I6k17 � l r7 20 00 Ege 14 0 -16 t 1 - v A+�1'�slh1 1 1171 4111 111,1152 P 3a e. - 114 U-v- I- H L W ' 10-I 64 %P Lr L R Lg (� 4 r � 4g .n IOIJ /v, JAMES- ANDERSON DESIGN REsnyermAL. ARGHITEG7URE 1 IG AS G I (0 09 ¢A.THY ANDERSON REGISTERED AARGHTEGT 330 DAYTON ST..6 • EDMONDS, WA. 98020 T76 -6166 n-lONE FAX 776 - 6166 CITY OF Till< LA REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 2'. NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 @ 24' 0,C, #4 @ 24' ❑,C, 4' TO < 6' #4 @ 18' O,C. #4 @ 18' 0,C, 6' TO < 8' #4 e 16' O.C,_ #4 @ 10' O.C. > 8' ENGINEER'S DESIGN REQ'D r{A WALF! AK WKIES HOUSEEwAcrx FAN Zu rAKE, • I' 5 �Nfi R "iity /zo Gd ,z5 '^i4 (ruk) • • arc Spa T.N TXE _ azcn ale DxmPER ExHA u wop 1 (O K-4- f7 r o )4.61-n- _ ZX6 u _4" 7Y I4" /z. C7 4 FP. STALE, MOIST EXHAUST AIR ExHAUSr FAN - T MLNAT7ON VENT® 7 1AeF Ek r METAL INTEGRATED VENTILATION 52, N3 & rh fe 4 1't_.:_4" x Web/4 pt. ur 4 � 1; rp' G MT% i ftIIJ(LI Iti t Z n I•E17 t'6 ef..' I -r te I - I I..I V4 101_1 .G.IJI.Id ;-IL► /s' �I I.; 4. wt-1' (urlp) 7 > gc1 &be J VA& fia.p r 11 11 -I)(i L. I /GG kcl�a.L- 4 vs6 1 4 • 11o:6 ' ?- -I i►Jsu.I_ 7I c. 4) -o‘' 1J/1I ' r (ocle rzi v x iti3tQ��(N�a� lt�ic i I I / P ') • I--�� GP,IPI'I -E WsUV I'' r? ►1rV47 Z I& 06 ��C4v Ilo'o.&, r- �t1t -1 �t I � ftJD Iv" r I6k17 � l r7 20 00 Ege 14 0 -16 t 1 - v A+�1'�slh1 1 1171 4111 111,1152 P 3a e. - 114 U-v- I- H L W ' 10-I 64 %P Lr L R Lg (� 4 r � 4g .n IOIJ /v, JAMES- ANDERSON DESIGN REsnyermAL. ARGHITEG7URE 1 IG AS G I (0 09 ¢A.THY ANDERSON REGISTERED AARGHTEGT 330 DAYTON ST..6 • EDMONDS, WA. 98020 T76 -6166 n-lONE FAX 776 - 6166 CITY OF Till< LA