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Permit D99-0064 - Dreamcraft Homes - New Single Family Residence
dreamcraft Homes 12027 46th ave so d99-0064 City of Tukwila L .' Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: .334740 -1250 Address: 12027 46 AV S Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor . License No:.: 4eiJ.FHOI092DA OCCUPANT DREAMG,RAFT,HOMES 1202.7 46 "AV S., TUKWILA WA'`98188 OWNER UNION TANK...WORK.SINC ,, fP0 BOX 53186, BELLEVUEWA;.98015 CONTACT `V:ICKIE MARTIN MEEKER, KENT'. WA; 98032 CONTRACTOR ''t;_M J'j7, HOLDINGSI.NC 21:5 E MEEKER, KENT WAt:.98032. * * * * *'k * * * * *** kilo: ** *•k * * ** ** ** * *i1rAt. * ** * * * : *4 *'k * ** fir*• k*** k * * * * *** * kYr.k.k•k *** ***k * * ** ** NSFR DEVPERM 001 North: TUKWILA Permit Description: CONSTRUUCTION OF A NEW 1,393,S FT SINGLE FAMILY RESIDENCE AND A,4,20 SQ FT ATTACHED:`GARAGE. PUBLICLWORPS';ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, .. STORM DRAINAGE, SANITARY ,SIDE_ SEWER, AND I. PERMANENT WATER METER DUE TO HOME BEING SPRINKLED. * ** * * * * * ** * *�F** ** ** * ** * * *** * * * * ** * * ** * * * ***** *** kk*** * * * * * *** *�k�F* * * *** * * * * * *k*k Construction Valuat $ 126,154.70' PUBLIC WORKS PERMITS: *(Water Meter Perrnits Listed Separate) Curb Cut /Access /Sidewalk /CSS: Y '',Fre Loop .Hydrant: • N Flood Control Zone: N Hauling: N Start Time End Time: Land' Altering: .,Y Cut: 165 '.;Fill: 165 Landscape Irrigation: N Moving Oversized Load: N Start Time: SanitarySde Sewer: Y No Sewer Main Extension: N Private: N Public: Storm Drainage..: Y Street Use N ... . Water Main Extension: N Private: N Public: N ********** k*************** k******************** k*****k *k * * ** * * * *** * * ** * * ***k * * * *k** TOTAL DEVELOPMENT PERMIT FEES: $ 2,415.67 ********** ** * ** * * * ** * * * * * * * ** * * * * * * * ** *k* ************ kk * **k ** * *** *** ***k ** ** * *k*** DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature:_ South: • 0 Sewer - ';TUKWIL' A: Slopes: N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Occupancy:. UBC: Fire Protection: ast: .0 West: Signature:_ M /y�_ Print Name:__ i Permit No: Status: Issued: Expires: Streams: D99 -0064 ISSUED 07/16/1999 01/12/2000 DWELLING 1 NONE .0 (206)450 -5510 253 - 859 -9697 Phone: '253 259 -9697 (206) 431-3670 Eng End Time: N Appr: jjs Date: 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I ant authorized to sign for and obtain this development p 'er'iit. Date: Ittt if the work is not commenced within if the work is suspended or abandoned inspection. CITY OF;. TUKWILA"`: Permit No: 0997-pa 64. Address: :.12027 46 AV S Suite: Tenant. Status: ISSUED' type: Applied: 02/24/1999 Parcel # : 334740 -12517 Issued: 07/16/1999 ** *A * *A** * * *y*** 4 k• k k*• k********• k*• k** k• kAP* kk *A'A*A•Ak** *•k *•kkk** *k* **• Per mit Conditions:' 1 No changes will be made to the plans `unless approved by the Engineer and the Tukwila Building Division. All permits, inspection ; : records,. and approved plans shall available at the job :site prior- to the start of any con - struction. These': are to. be :maintained'.and avail- , ,able until final inspection -approval is granted :Electr°ical. per 6itSr shal 1 be obtained. through the Washington State:`Divi`si6n of Labor and,, Industries and all electrical, {►work will : irispe ted by that agency ;.(2.48 6630) .:: :Plumbing °permit . 'shall l' be obtained through the Seattle-King ,County' Department of Public 'Heal th. Plumbing will be inspectedby that agency` including'all; gas piping" (2964722:),. All ,mechan,:ical :work shall be :'under separate permit issued the Chi ty .of Tukwi l a 'All ;,Construction to be .done : in conformance with approved ,p10s and req,u irements Of the' Uniform Building . Code (1997 Edition) as amended, "Uniform Mechanical " Code ( 1997. E d i t i o n ) and' ` ~Energy` : Code (1,997,,.• Edition). • Val . : ,of Permit. The issuance of' ' a permit or approval o ,plan`s, specificat•i_ons,` sand'computat ions shall not be con- str ued to be ,'a Permit ..for, or an approval .. -of, any violation of any of the ; provi s i ons of the bu i l,d i ng, code or of any, other :. ordinance of the jurisdiction. No permit presuming t give authority to violate or cancel, the - provisions of this ' ,codesha 1:1::'' be valid. CONTRACTOR SHALL NOTIFY PUBLIC .'WORKS :UTILTIY ; INSPECTOR MR. GREG VILLANUEVA @ (206) 433 -0179 OF COMMENCEMENT AND ,COMPLETION OF AT LEAST 24 HOURS IN ADVANCE. 9. Temporary erosion control measures shall be imp lemented as the first order of business to prevent sedimentation'off site or into existing storm drainage facilities 10. The site shall' have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 11. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 12. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 13. Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" min. diameter, PVC schedule 40 or corregated poly ethalyne pipe with a smooth interior wall. NO ADS flex pipe. Drain shall be laid with a minimum 1% slope for gravity discharge to location awnspdu:t c ,ay :heir... owris treant of the ?. l owe t foot R." • • , ';•.•" 1 . ) .k • • • • ' ENGINEER R APPROVAL:•-jj Tpej ERM T; • . ii 'P,r."' t;'• Wate )7.,,,' ete..,....:;„4,...,:„„..?, 1 . '''''iC,9,C1v:'''.'..`..:.... iiiilt, Work ej— • 205 ,,,,;.:',....;::::.,.., onne,,i„...m.:, ...,,:00001..., • iiii.:',..f1::•:pcti:gi56,,„, -•,.. ..,:..• -1,7,5.:.00,,:v•........„.„ Addl iii:,.fiq; ..,...$,..00.•,,,,...„-.•,....,•::•,:::,:•::.. ••:.:..,••:„.:::::.•::.....„.„:„..„.:,,,..,.„...„••.:•„:„...:::•::: -:.:R•ith-,..'1,e,v eW ,...110':: ''',':... , :,,..---•, :,.•,‘.! .,... „ ,,,,.,.,_ip: It . . ,• -. • . .:, .,,,- 4. ,.' ' ', . .i ■., '• :411 0tt9• '' '."7 . ... • . ''.--: ' ''.i -• ',•i'' • 't e r.' , 'FfliRn •Dry :-. ,'. -., T:„7.,:.'.Y,•„ , , n 425:.00''''':'•* . : , .,,:!',.'..:••••.:-,.'-'-'• e14,.. :14 s . .1, !n T 9 ,; . ..,;:...,:::- . - . .• .•,' - :,•-•.•.,'••.).•A.... , , , ,$:;,00.-.;••••,.;•...iivf. , ,,•• .•:',•,-•:,.•:::,' - :?:;•-Trvi' .,. ....1 2 , ..- 0 - . .i hie f',:-...' F, 0 tl - 'iif ' ''..-',1::::. '...• t:( ,:. • : .., •• i••'-' il '',.'''..• •'; • •••.•:.:.' .'•-••;,:.....,:::, •':••,:;;t.,•.::• •:'•-',...,.. ..;7',' '':' , .. ''',.,..:,-, ,;,....: .'•;',,,,,! ,■.S 7.„ ,,,,..::).,.', 'IL ,,,,,,,,... ,- • ,. '. .:• -; • '1 '.':.. : . ..-....-?:',, :ii,',.:;C`:....7:7:77'''7.--.t7 '" 4 ik,'";••':.,;;;':” ■ •a• ':, :4it,'±.411 1..:: ',•••'•'".''••••'.--- • ''•• ..:.:••••: •:- ••,;•• ':• '.Y7''" ••• , ,•.. • •• , • • , . . . . Project Namelfenant: B 1.41 �� — no�l`7 Lo-{- ty V of Constructs 12 I Site Address: 4 (o S �ii.�ultlG- City State /Zip: q � (� Tax Parcel Number: 3 -/ LLD" t asp Property Owner: � � Proposed New Square Footage: 4-210 sq. ft. Garage _!3q3 , sq. ft. Dwelling sq. ft. Covered Deck(s) Phone: a53 Eb 9.647 Street Address: 2l5 �111-e,r l,(ia.✓ �r + City State /Zip: cig03 Fax #: 353 8j 5�$ Contractor: rear 11 ent A Phon a W9 g6G7 Street Address: a15 E Mtfe�lu, --) ke.4 - C it y State /Zip: a z Fax #: D63 -i 5 DOB Architect: 1) `A Phone: Street Address: City State /Zip: Fax #: Engineer: il ct.-ts Phone: d53 (Q 31 S3S3 Street Address: G151-1 -I l3 � ILL sE t�'en -fi- tat it Se /Zip: Fax #: 53 CON 5333 Contact Person: UI 6k:� - ii Phone: 0 9 aipg7 Street Address: �'1 1Vvee,L/ Vey City State /Zip: Qb03� . Fax #: a53 EGLI 5208 Description of work to be done: 1\10 ct.n P C1 sce., Type of work: U9 New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer in Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for sq. ft. Garage Structure: sq. ft. Dwelling . sq. ft. Covered Deck(s) /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 4-210 sq. ft. Garage _!3q3 , sq. ft. Dwelling sq. ft. Covered Deck(s) /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) • Cl"I 5 *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 YILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 R STAFF USE ONLY Irs • 111 WO ,Ir Project Numbers , Permit Numbers Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date �llca_ agcepte L I : � Date ap ation expire : Apple ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OR AUTHORIZED AGENT: - OWNER Signature: r L ( J J ` i kA rm •. Date: Print name: `� �.I l L 1 P harm �clgby I F c 3851 SZ.Of( Address: •{ it 1urCe,Lw/ LtiT City/State/Zip: - C — ALL SINGLE - FAMILY RESIDENT' SFPERMI'I'.DOC 2/13/97 PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING': DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL 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: El ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El ❑ 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 / 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. :, 13,479. * A *k * **4,* .Sk * * *_.4"k #kkA ** t*'A* kk ** * * **** *k * *k. *A* t. *A * *Itfi 4 *1t *1t'*A** *.:. CITY "OF T.UKWILA, WA TRANSNI T fir * *k'JF* v!*** IrA" * *A.14 ** * k:* ** * * * * *k* *,t * 'k A - k-A;4 *1. ** *A* ** * *Iik** ****' `'TRANSMIT Number. R9800109.;Amount '13479 75 07/.16/99 14:04 Payment ;Method: CHECK Natat ion: DR EAMCR AFT HOMES In t: RLH Permit ; Non .D99-0064 f DEVPERft DEVELOPMENT PERMIT Na: ,_ 334740 - 1.250 :. Site •'Ad d ress : 120.27 •• 46` :A') S Total 'Fee :': , 14,223.97 Tot -1 ALL Pints: 14,223.9 ... Balance: . 0 0 * * * *'!t * *****1t *1t k*** 11** 1t' k**+ ti***A********* * * * *A1t * * *1t ***1t* ** * * * *d• * ** Account Code Description Amount 000/322.1O0 BUILDING -.REa 1,144.95 000/345.830 PLAN CHECK - 'UTILITY F 20.00' 000/3 830 •. PLAN ' CHECK - WATER MEIER.. 10.0n0 000/3136.904 STATE 'BUILDING SURCHARGE 4.50 000/342«.400 INSP FETE: - UTILITY 15.00 412/34 .400` INSP SCE - STORM DRAIN , 15.00 402/342 INSP. FEE - .SME /St.B 20.00 401 /388 .102 WArtft CONNECTION 100. 401./386.529 WATER INSTALLATION (DEP) 175.00 401/342.400. WATER INSPECTION FEE " 15.00 401/343 WWI ER TURN-ON FEE 25.00 1 401.388..104 WATER ASSESS- ALLENT OWN 4,166.40 402.388.104 SEWER ASSCSS -'REEF NTOWN 7, 641 .,. 000/322.100 LAN!) AL tER ING P1;,RI1T f : FEE 139. 50 099 »8;30 (AND ALTERING"' PLAN CHECK 37.50 - -••• • •••• • . • " • . '• • • •.• • .tL O361 02/25 9710 TOTAL 3300.84 M c/ me Type I ection: A dr ss: U Date c ed: Sp cial instructio s: Date wanted: An-i.' �'�"' � Cp•m..." Requester: iti J ec. phone: ( — 3%-- ,7Z2-- INSPECTION NO. INSPECTION RECORD I etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 9818 PERMIT NO. 20 -3670 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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: 'ect: attv4 apihmar Typ 1 1 - . fr6:50,....9 Y / vI V S . ed: Dat l i-/ i 00 Special instructions: Date wanted: a.m. p.m. to ow Phone: LA- SS S S . t y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 thq-cx PERMIT NO. (20a4,31-3670 'pproved per applicable codes. El Corrections required prior to approval. COMMENTS: *Ay Aw-P w-a, 4 I l C t 4' Inspector: Date: r a / El $47.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sched le reinspection. Receipt No: Elate: ProjectD Cl Type of Inspection: Y nw /�`Z;_Q r Address: Y 1?.,0Z? y% - S• Date called: j J 6v Special instructions: Date wanted: a.m. p.m. RequesteIr) 1 L -f 1� `,J Phone: •;,r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: Inspector: Date: 21i �' 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: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS:„. Type of Inspection: CGS /IA( M 4044 (M S uthA6 mc c. t:.iti� ALl /te- Special instructions: awylt+'f -e a.m. p.m. Phone: t 2/ ID /T q C t o c 1 9,64 -2 1 Project: tAi. Type of Inspection: CGS Address: 12021 Ito Poe- S. Date called: / 9 Special instructions: Date wanted G 7 a.m. p.m. Phone: 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_ f Approved per applicable codes. Corrections required prior to approval. Inspector: Date: t Li 1 0ici5 . 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: Project: Drea • Type of Inspection: r W Fi na J Address: 12027 y6h. S Date called: • ' 12- q - Special instructions: Lot I i Date wanted: a.m. i�. - 1 o— 11 4 0 Requester: A , G Phone: 20(0/ 3% 3 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /7.)/4 / Inspector: tV Date: /2//d/� y $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 T /AI T Inspection: giirW ' Addr s: 1 g, / r / ei s Date called: . S eclat instructions: Date wanted: Requester Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: El 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P ect: Ty /e 9,fylnf�p cti �j1 g ra o s‘. /. 7co A ve. Date called: /0/4 S p e c i a l s Date wanted: /,q Requester: th-eU-- Phone: QL INSPECTION NO. INSPECTION RECOFD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /iZ/S. (Ai o 7 (' c.:7 )a ( t )/t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcentdr Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P o e C` � J � Type o In lion - �J„ :•.. 7 , s 7 � 6 C Date called: to / 0 196) Special instructions: Date wanted: i o/, il (q p dr Requester: ,/ _ , Phone: �,b - 1b-0 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-3670 0 rrections required prior to approval. COMMENTS: $47.00 ' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro a 1 reG(ihe -t Type of I s ecti YP np ¢� f t(� N1 t Vt 6 c A es % I j .¼I2 _ S Date called: /D Special instructions: ,4( Date wanted: 01 ,2 ( m. y p:. Requester A { . Phone:Z n tele / 2 l73 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. V (206)431 -36 ;0 Inspector: Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: QM ft . Dre cra Homes Type of Inspectio s D Address: i 641.1 Ave s Date called: _...--.. Special instructions: .,„ Lot ILI - ' Date wante Q72 ::" Tues. I i0-5-99 p.m. Requeste . A . Aiec. Phone 20W 396 -672.2 INSPECTION RECOR Retain a copy with permit INSPECTION NO. ; OF TUKWILA BUILDING DIVISION .:6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. t COMMENTS: /9/51? f)tcadtep:i • Ar, ,44 se'col ( ite C-411.4. oi rOo AzA4e. /ilk/A It-o(A snA,c Inspector rrections required prior to appri5val. Date; $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to lchedule reinspection. Receipt No: Date: COMMENTS :: 9/27/99 " copper connected to 2" exist .stub. with 110 /compression coupling to 4 ;`meter bank. This , in addition, serves lots . '.112, 13,..and 15. Vi ual inspection - no leaks. :.OR to caner. Special instructions: Lot 14 Date w ted: " -- ---ca. 9/27/99 p;n ,, Req ester: Alec P one: 206/ 396 -6722. Project:: Dreamcraft Homes Type of Inspec ' n: 1" wate meter permanent :Address: 12027 46th Ave S Date calle Special instructions: Lot 14 Date w ted: " -- ---ca. 9/27/99 p;n ,, Req ester: Alec P one: 206/ 396 -6722. INSPECTION RECORD `'r' D95" -0064 J Retain a copy with permit INSPECTION NO. MIT NO. CITY OF TUKWILA BUILDING DIVISION ::6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,/ (206)431 -3670 'Approved per applicable codes. Corrections required prior to approval. Inspector: I CV Date: q/ $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: riemicA,/, Type of Iliection:. / 7 4/ //,& Address: 4/ S. i Dat called: 9/ ,. Special instructions: j 44ier— Date wanted: V p Requester: • • '...•••:.:. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TIJKWILMWILDING DIVISION 6300 Solithcenter Blvd, #100, Tukwila, WA 9818 2 5 COMMENTS: .42,242t7 5i/ 77/7..t47 47 et 7 5 bi f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: : PERMIT NO. Date: • pproved per applicable codes. 0 Corrections required prior to approval. Pct: Type of In ec 'on: ,,,7 r) ss: Date called: Special'instructions: Date wanted: g / / a.m. 0 -' Ion ;oc) Requester: . Phone: zQ .596"722. INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY'OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes: 0 PERMIT NO. (206)431 = 3670 . OMMENTS: Corrections required prior to approval. 0 $47.00 REINSPECTION :; REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project :' urearrlcra - � - t ri omes Type of spection: S S S Add ess: � 0h 12027 L(o Ave S Dat called: . 3'3-'79 Special instructions: ate wanted: g p 9 a.m. O 7 rr Requester: 0� vq v / arnet-0A f Phone:3 - 325 -35j 9 INSPECTION RECORD Regain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ;6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: € t9) C S (A uJl Ca 1VOLF .,/,, X341t1 -�1 ( , �:., ( . - 6" W Tea#" Approved per applicable coy s. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: C,J Date: 0/ `c $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: fl reamcrort N ames Type of Inspe ion: 5 D Address: 12b 2� / ' h Ave S Date cal le : 7 2 2..... q9 Special instructions: -(�- 14 Date w nted: a.m. 7 -23 -9 ? Req ester: /� l eG P one: /20 0 / 457 , q...0095 t. • INSPECTION NO. i INSPECTION RECORD``- n om i 1 Retain'a copy with permit ( : ITY I OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. ERMIT NO. (206)431 -3670 COMMENTS: 1 L` (-c r7rZ3 W�5 Corrections required prior to approval. &J Date: 11 / /11 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: aon `Projec Type of Inspection :Address: ` 2 . 0 -7 41.0 s Dat ailed: ` " 7- L1--g4 Special instructions: IL 1 Date wanted: a.m. Requester: A i''t L.C. � Phone: Wto-- b •79 -Dols' INSPECTION RECORD Retain a copy with permit ,I■SPECTION NO. T1f OF TUKWILA BUILDING DIVISION 0 ;Southcenter Blvd, #100, Tukwila, WA 98 :Approved per applicable codes. DqPoo PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. D " $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project. Ty ea�Ifisprct n: 0 ��vvtt . ((CI Address: 9,00, I4(o Ao J ` Date called: 1- lcl qq Special instructions: Date wanted:. .. , . ) ,, �, 9, .m. . , Requester: t ` C, Phone: 40(0 101 4 Cr? q A. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 9818 (206) -3670 Approved per applicable codes. .r.$�'�fY• k, �:gtaAr':!.'ia.,..+.0 t•. . _ Corrections required prior to approval: COMMENTS: re? Lay" )-- e � / c.�� /sou - cA° 1 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • N 5 a p oD W J Z z y � tz O ceW W O F V 2 LL W F TT p � J m J Z m N V N DATE : 1 q JUL'( 1999 CLIENT : DQ.tA1k c-R.A.f T REFERENCE : 12o 21 1 1-4;r 14 ME. 5 BLDG DEPT : sTu ti. J \t_ Pc REGISTERED ENGINEER NO. 14777 STATE of WASHINGTON IJ P1 r P Hr Ir L L CONSULTING ENGINEERS INC. PROJECT NO. 2114 -97 PERMIT NO. D °t°¥- 000-1. NOTE: FORMAL REPORT WILL FOLLOW AT COMPLETION OF INSPECTIONS IL �� tJ ► uC" ^-CJ P O !■1 AN E.xcAQ 10 veiZT [ -17 hAT `tom CA d•-) SoPP QT S LcAPS ? t^ t11-1 M t N t kAAL, - SE� - 1 M�cNT u t 1l tN TN6 (ve. off A weob 'STRoc -t I WIRES 17 f EDRVAPY t� 4041 WEST LAKE SAMMAMISH PARKWAY SE • BELLEVUE WA 98008 • (462) 6441080 ...4aidifighilhaillailllialL513.111SPICW.VISMIIGM ma.. Am Project: - 3 . )rie ,,,, Type of Inspection: , Address: / ,' dr'';P" o' le Date called: "")/ . /1/ 9 Special in r c e 0 , Date wanted:-.71, /I • Requester: Phone: (3--s 75 ,6 4 ( 4 iNSPECTION RECORD ' _Retain a copy with permit INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. COMMENTS: P. GIA / 66D 3r / c./.1 4-4/ — 7 1 77 IL/ Inspector: Date: 7 0 $47 1NSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Corrections required prior to approval. Date: (206)431-3670 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fin? Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ( INALAPP.FRM i Retain current inspection schedule _. Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: 1(‘` Pre -Fire: Permits: f 2.k 10\, Authorized Signature Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 ingimoraisliill 'irar ' v.v.!, sksii/kill, ,..,,ftVriltili A t rawrisamur. III' .., .....,... -•. , U idow-Ar I' 4 aliromiii..m. ni II .Aill:11 .A.471511113111 rek P711 IBIN il 11.11 pairscrre-,--------rANAummaa 1 L e .. : A‘NV‘kV 1 WE AMAIN loremid C z 18, 1997 f • ' APPT) 1 SH RACK, SEE DETAIL) WALL, SMOOTH INT.) SURVEYS FOR THIS SITE ES de ASSOCIATES, LAND ASSUMED. VERTICAL • JOB UMBER: 97-27 WENT — 97-27 d 49'4,1 . ■: • * .i. . ' ) ' , .. 1, . • ' I. t PAVED AREA B 020 $F . St iC4' V! 1(tk 'F• EXIST. iO tili44) 1',.... ,•,, . F , t. ' • - ' 0 .0 0 • .i:. 4 ■:.; . : . to ' i l• 11 ' .'• GRAVEL AREA: 6,200 SF ADDMONAL COVERAGE: APPROX. 30% LANDSCAPING: BY HOMEOWNERS 100 YR FLOOD ELEV.: +10.39 NGVD FLOOD STORAGE: EXISTING 97,000 t CUBIC FEET ADDITIONAL REQUIRED 43,120 ± CU. FT. ADDITIONAL PROVIDED 43,120 ± CU. FT. BUILDING, FINISHED FLOOR: ELEVATION VARIES. +11.4 MINIMUM BUILDING HEIGHT: 35'-0 MAXIMUM L. • • • (t' 4 • ; ; • VARIES 5' MIN. AT LOT 11 THE EXISTING UTILITY POLE LOCATION MAY REQUIRE A CULVERT TO MAINTAIN ADEQUATE COVER. CONTACT UTILITY OR THEIR REVIEW PRIOR TO EXCAVATION OF DITCH IN THIS AREA. 4 VARIES, 6 MIN. 2 MI -.4 VARIES, 1' MIN. NEW 5' WIDE SIDEWALK. HOLD WEST EDGE AT EL 10.1 & SLOPE TO EAST AT 2%. —.. I_ I -- ._ -, T , ..1„ ______. 1 20.0 \___ 40.0 60 00 8600 • DI EXIST. 8 PVC N. 3 FT. SANITARY SEWER, LINE GNMENT & GRADE VARY. TYPICAL FRONTAGE IMPROVEMENT SECTION SCALE: r 10' BLA L96-007 GRADING' & DRAINAGE OWNER: KLINKER CORP. P.O.BOX 2668 KIRKLAND, WA. 98083 (425) 820-6006 .■■■•■••■■••■••• ENGINEER: Ronald K. Riach, P.E., d.b.d. JRR Engineering 16030 52ND Ave. W., Edmonds, WA. 98026 (206) 745-1766, FAX 742-5221 i • • „ ' , • l ' „ • I., • ... .. • .. • PROJECT NUMBER 2359 CLIENT ATTENTION REFERENCE SUBJECT : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 : Bill Babb : Allentown Development along 46 Avenue S, Tukwila : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the ITEM _J Ij k CONSULTING ENGINEERS 20 May 1999 page 1 of 6 pages OBSERVATIONS The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). rA cle-000--) development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 6441080 FAX 425 - 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down The waves accelerate to a SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. NE ' M i l e I _ • PROJECT NUMBER 2359 20 May 1999 page 3 of 6 pages Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft\sec \sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. r E �,;, rp 2 1 PROJECT NUMBER 2359 20 May 1999 That bond between the grains can be. lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy Toad is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within Ioose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the remain relatively loose. page 4 of 6 pages If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. ETEMPETELL 1 t • :1. PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface ,to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. B ecause the groundwater is fairly deep, th ere could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. Dale C. Hemphill P.E. 4: Registered Engineer No. 14777 State of Washington .............. ..... May 1999 page 6 of 6 pages HEMPHIL.L concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. NEMPIEFUEltan March 1, 1999 Vickie Martin 215 East Meeker Kent, WA 98032 RE: Letter of Incomplete Application #1 Development Permit Application Number D99-0064 Dreamcraft Homes 12027 46 Av S Dear Ms. Martin: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 24, 1999, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Fire Department: Contact Steve Kohler, Fire Prevention Officer, at (206)575 -4404, if you have any questions regarding the following: 1. Provide fire hydrant location and distance to property /structure. Public Works Department: Joanna Spencer, Development Engineer, at (206)433 -0179, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3671. Sincerely, Brenda Holt Permit Technician City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director encl File: Permit File No. D99 -0064 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS John W Rants, Mayor Ross A. Earnst, P. E., Director DATE: February 25, 1999 PROJECT NAME: Dreamcraft Homes, Lot 14 PERMIT NO.: D99 -0064 PLAN REVIEWER: Contact Joanna Spencer at (206)433 -0179, if you have any uestions regarding the following comments: 1) Applicant's proposal for Lot 14 of Klinker BLA doesn't match the approved master grading and drainage plan prepared by JJR Engineering and approved by Tukwila Public Works Department on April 23, 1998. The approved master plan calls for an existing house to remain and a detached garage to be added on Lot 14. Please have your engineer, JRR Engineering, prepare a revised master grading and storm drainage plan reflecting proposed changes, recalculate flood storage volumes and earthwork. (f 0, u (;fit S C? C { X•� Q-S50a Qle d w e4tLin) g1 fgr tOt l . 5 i fie. Oplavt ,10 s 1A J s -�f �. I ,}� j62lq 1/0 be-lri;v1z1 Ulf Ig o i 5 ti ( Y 1 1 , 0 t- 46.14 Ave 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax: (206) 431.3665 '7F,S ■n'CIU3iNt• K-c 01: I a - c S afH Lirc - K10, L,c1 Lo - 00 x.° � Lu.-Naer e.,e.cc)r. i kturr,12er • CI 801 C 08C:3 0-•7,8 9ZSO■ apq i , bt-in9 0 Por 9 Lc 5 -1-hroJc-, 3q' , cu-scS : -I - hrbutlh • p • . 1-1 Mcadou3 6afthe_rm Aad *ht., CAA-LA eaM Dor 06 . acc:orOcrIc1 p\c -- \hereoF rtcc)rdecS 0-, I umo, 1c) a et CO ; oc C.94., n .Cour • RECEIVED CITY OF TUKWILA FEB 2 it 13;39 PERMIT CENTER AGFyw*3is'f eii, j1���f.R44U kM+F+V a7T�i41Mik���!!��C DEPARTMENTS: f� 1 Building 41--Z&-c/5 Public Public Works Approved ❑ \PRROUTE.DOC 6/98 c� „tir�v� ?a "tan:ts taegiACAM �$ Jx PLAN cm/ /ROUTI SLIP ACTIVITY NUMBER: D99 -0064 DATE: 4 -7 -99 PROJECT NAME: DRFAHCRAFf HOMES Original Plan Submittal' Respon to Correction Letter # IT Response. to Incomplete Letter Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete /� Incomplete ❑ Comments: Approved ❑ Approved with Conditions fl No rtIT Fire �Preye Planning Division 11 Structu [a.l ❑ Permit Coordinator DUE DATE: 4 - - 99 Not Applicable ❑ TUES /THURS ROUTING: Please Route 34 No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -6 -99 Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: 4 R3lMaE.tiS%t� s4G�f'4sk*k #sNiQ«kNrA.'e o tarir : ttwS l.4vettatt .Al'1?oitett2i` :tv '. PROJECT NAME:: DREAMCRAFT HONES LOT 14 Original. Plan Submittal Response to Correction Letter # Revision # - After Permit Is Issued ACTIVITY NUMBER: D99 -0064 DATE: 2 -24 -99 Response. to Incomplete Letter DEPARTMENTS: Building Division Public Works 1S dut.tei(0 cconl. copi PLAN REV E /W ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: - 25 - 99 Complete ❑ Comments. 1 4 1 wlN�tl Incomplete 1*_ Cf' y g, 60 3 - 1-' TUES /THURS ROUTING: Please Route Fire Prevention a 2 tructuralM ` Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Approved E \PR.ROUTE.000 6190 Planning Division Permit Coordinator No further Review Required Not Applicable ❑ REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 - 25 - 99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: 4 ' (kg. PLAN CHECK/PE PROJECT NAME: PIZMIA PROJECT ADDRESS: 120 460 AV CONTACT PERSON: Videi e fri b f ivt IIw S PHONE: J 3 851 9 62(47 dN REVISION SUBMITTAL IT NUMBER: D '7q- 0044 REVISION SUMMARY: Reui'std pla. -) prn rx,6rhed 1,46/ -rYwv �hlir. 1,00L23 �-i l leek au- me,-LAD SHEET NUMBER(S) ck � Z 1899 A p p SUBMITTED TO: C �sPM�� eN "Cloud" or highlight all areas of revisions and date revisions. l � 'Planning Putllcti.Works: 3/19/96 Dear Sir: . 41$ +G4i7;¢. 7t C Q?d3 J ✓u4 Glf u City of Tukwila Fire Department Fire Department Review Control #D99 -0064 (511) 7' Yaz m Cli s. .1e5 `?,' 5:'�ifc ?, .Y.x7s -. 1d.CTd:� r2S4..5+:1. 17+:51 l.{!Y: W!0$A March 16, 1999 Re: Dreamcraft Homes - 12027 46th Avenue South Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 2. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 3. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 4439 3 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # 'EXP.. DATE,. CCOL MJFHOI*092DA 10/01/1999. '‘EFFECTIVE DATE . 03/01/199]Y M J F HOLDINGS INC . 215 E MEEKER': , KENT WA ' 98032 Signature . Issued by DEPARTMENT OF LABOR AND INDUSTRIES Detach And Display Certificate' • Please Remove And Sign Identification Card Before Placing In Billfold F625-052:009 r)::•052,000 (11/97i Tif 4 r n F-/s TP-IM .ipp,cat4--cv pg.5 CA.J nee2r1 STOC DPI 101■1/24- 4,fr•fzfr 2 1' PIA &A\ vENT FO m 2 xe 510614 - 5° 1 -71 r" I F•i DIRECT &fr FIgEPL,k4E 5 ,Q_; fZ. F I F v 5 ' ; 0 61 op rosT tz T EL, EVATIONI " j i i F POST— r r 1- iu i the Plan Check app: c and omissions and a7, , not authorize the Vitiation c■ code oc-OrtilblIMINL MD* of cc. cc; , cf pp ved kAUU - 7 114. [Gm A P 1 2 FIT k. i . ,e--,.411.14114 1 - 7-,RATE PERMIT WIRED FOR: MECHANICAL 1. ELECTRICAL PLUMBING CAS PIPING 7 OF TUKWILA _DING DIVISIO:, PE F.- i IS 1 '.; 1 - P Sp! N Q1Y OF TUKWILA APPROvED JUL 1 4 1SS9 AS NPILE; EWDIVISION 1,43 1,4- 2- 1 W11 c7ve 1>do ( RECEIVED CITY OF TUKWII 2 PERMIT CENTER I !� CEILING 4xo DF2. Oveg C LIA *TER- RE-5157PNT OPTIONAL &We, Tc7t70 2gbooP rI DR AIN ;J LET FURR DN. GE11. 4 TO 871'1 OF 4x8 MDR 1 IA1II1 - O O P TIONA T ILE FIREBOX FbooR 8 " x 24" CgM -i A B55 IN +-OS ET CABLE JA G K I I 5 /g TYPE 'X' &We, e I COMMON WALLS - GONT. 7 II TO RDO F S H EATH I N6 I II H �- — / 4xv OF2 15 i.SWITCHES h• e ; I DE Ai g- DUCT E02,0)Ci,Ex -r P C3 -CA R . 52' -n "(2 -cA - ,, 1 1 - �1, -'� © a V 5 °5 ° Xo PHONE 4x lo PF2 PANES Sctl=Lo ALL PT G x • d' -tr B.Y. Sx EERIDa PANEL W/ 3/6" 11�1}Z• PC�w a ONE SIDE AkCHLR, i& D 2 I/�ScU4 AMy�?y�! R� 3/15* MINI PAD ONCE SIDE AND J nD Alttig6 LAS BQKE % L. °EE :°TAIL ET SoFS � 4' / - $ BE 14TE21O°�. 4 WI tt2" 5Ifr t iI To' i5:1 SIDES aV WALL Ira ANCl tt.5 K ` i 6;oo X1612 -ui 3 /sp rer t/4. PLYWb. £PIE SIDE A14 3- SUD AIduIok to '- O "(3 -c, ) 13' -O'I r 52'-0 - GAaz 4 V 1' f rLoo FLA GALE JACK AA/D i APAX Z3 I IZ -3. FLOOR. JOISTS HF 2 STUDS 4POSTS HF BEANS; HEADERS E-IF.2 " DF2 RAFTERS HF DESIGN VALUES DERIVED FROM U.B.C. TABLES 23- 1- A-1- €23 -1 -X -3 AND ARE - t,IVEN IN POUNDS PER SQU - ARE INC H'__ 132,11, L a i (...i 2_TAE3f_.iL 23-1 -a = •75 , Fb-- 117 Fc :4o5 =7 F6 = F ,= 95 Fb. 457 Fv-75 Fb = SQUfE _HOUS 2-CAR GAR z 3 -CAR. GAR ERMIT CEN• SHEET NO. N b t- • I I I 1 I I , 0 PT IONA-I_ i 3 1 , , c 7 p . . } 2 A E H . 1 , , , , ,., I I i i 1 1 I 1 I I 1 ,,-, , , — I .:. ki i.... S F/o.6 E , - 1 - e, m 1 L VAF I . • ''05 TS '. 4 x 4 Li F -4. ( •=1 - i EA M 5PL-IGE.) fC ri X \I \ 5ctuo Etoce I I L 4 I - EA - Pfr f-c) " • 5 4CI mid. cork 21'-o' • V Ht ‘ e,1) 1- ( 2 73-C.A4 4 ) C1) SIMP5ON riPAHP22:5 ("? 501" cOR 10 8LeCr-ti4u r . 0 2. 1 "I' - -4 - L - LL- 4-_4 L I I I I I I I co" I I I /- 1 1 1 5 . ... of 1-- I 4 - 52' " (2 -CAR) r t 4 i. -0"1 1 - I I 2." FOUNDATION FLAN vit .,. 4. 0" (.-GA 1 Al CANT- „.;'0:S1' 5 2:-0` Ft r - - t . :=Z 1 • 1 1 -4- 1 f. 'buck s '- O" 4I F2t4 . 2- i...-2CA `. "41 —t L 4 IL t Dqq-optoti MY OF APPROVED JUL 1 4 1999 `c eulomiG 04 r RECEIVED OF TUKWi ERMIT CENTE PLAN NO. : Ie 4.5 .,01,..„..4 Etit. L 1: (rex -rmra s-s) CH pDalf-0 4 4. t. . U . U. 0 am4b6 0. wpirw.00,44 1 11;3 4 47..°54: 1) VAULTED (ft ' '-\...., 0 0 . 0 4 \ \.., H• Y' 44 " 6 ( TV4: ; ) f ft Z ° °;oevt. 6 699-4 WI0.120.4 ( - - 2..c>, , ,:). 4.5 1 135.85 p..0.12.4 (vt.f. 41101. Spa) i i 39s 0 0.041 P(TP,440P- =4 4 4'1 o o'ipc. C (lilvtire ' '\'' ' '1";:r DUOCIEr L (�r') 3 329.2. rip+LL im..+6ty It/1 Gor1pogE4 P. *QM Fr . 14 = 1.4^ t) cf.4.1614 $0 1.3e," , 034 %, tr..4,600. fig4.65as '1.- n..... ,-,...., --,_ 5) cAT14 • &Li u air ,...-\,, .-\_., .--\_... ----- 1 r14 II 1138 •088 Wii3 00■45(01v.w/(aaps) t 154- .1 r.44:17L\ 1 (B93 .041 C Ct4 C. . dSLAC, 10 "-N -- /Th.-. 6.4 OA. 4 . -I . z - - -- I, .=.•...• rpc)Ft29%.L. L4 ClbS44 2 1,L p L e:UDIA.1 Pforv-Am. . 1.. - 294, 15 • e ; r; • " ; 'r " " : • “ < • 55 5 -'116,0t , ltile2NIFT;Lu jbE To 112&;- ii ; ) f2„. 7 ;s H 1M EL A A 3LOPE-4 Co: - gOOr riZA'M N6 FLAN( 0_ 0 " ¥ 51 1 9 N ELS!'r 1 0 0 • < rc Z A. 1E PO .oc7F '";/ HEZ fa-AFTF- TR. IjS5 V NT er rt LiM Lot Nio :,Et.---1 0,H 0 ti P,7 i—E OPTIONAL ED: I 4 EgAGE. P5, fa 1 SPE.C.5 f IELD MOD? F1CTION or Tia.ussas PE-516 E-Nelkie-E-R-5 AP2VA\L- - TR.LIS5 E.W.,INE-E12.4& TO ACCOMPANY APPgC V mtuEIVE PIN/- PLANS SITE CITY OF TU ATT IC VENTILATION t-E l' 5 °- FT: c Viso = 3j Sc?. FT. vE,t-415 fa 29 V el': esLOCF=5 - 25 E.." • 1;51 5Q F H E.A 12-Sa. 3 &LE VE. NTSQ I , 125 E.". 3 75 5Q. F17 Ag-E.02, 9 SQ. F COY Of ROO PROVED , I 'JUL 14 1999 As 111-DiNG DIVISION 1 -;" p L e:UDIA.1 Pforv-Am. . 1.. - 294, 15 • e ; r; • " ; 'r " " : • “ < • 55 5 -'116,0t , ltile2NIFT;Lu jbE To 112&;- ii ; ) f2„. 7 ;s H 1M EL A A 3LOPE-4 Co: - gOOr riZA'M N6 FLAN( 0_ 0 " ¥ 51 1 9 N ELS!'r 1 0 0 • < rc Z A. 1E PO .oc7F '";/ HEZ fa-AFTF- TR. IjS5 V NT er rt LiM Lot Nio :,Et.---1 0,H 0 ti P,7 i—E OPTIONAL ED: I 4 EgAGE. P5, fa 1 SPE.C.5 f IELD MOD? F1CTION or Tia.ussas PE-516 E-Nelkie-E-R-5 AP2VA\L- - TR.LIS5 E.W.,INE-E12.4& TO ACCOMPANY APPgC V mtuEIVE PIN/- PLANS SITE CITY OF TU ATT IC VENTILATION t-E l' 5 °- FT: c Viso = 3j Sc?. FT. vE,t-415 fa 29 V el': esLOCF=5 - 25 E.." • 1;51 5Q F H E.A 12-Sa. 3 &LE VE. NTSQ I , 125 E.". 3 75 5Q. F17 Ag-E.02, 9 SQ. F COY Of ROO PROVED , I 'JUL 14 1999 As 111-DiNG DIVISION 1 -;" ctowarnett . I. klieet41111eSiMer.socriail. 2 . 0 10 8,4 9 1 PieF.1 4 1eateldi elF 244 .. 4.'1"it 6 Ohne 2 1521m) saibflomor kis to sash joist. face naa 241 4. Wider thal I" X 6" (25 aux I52) sobfloor to sactijoist. face ail 344 .*" (If rig sabfloor'tojoin or girder, blind and lics ail 2.16d '‘ ifi- pi* usjaat or 'Simkins, typical faix ruil llid a 16" (406 me) we. ... plus '0,0q or blocking. 11 breed wall panda 3-160 W (4011inell 2, ,hPaalt 14, sad led eiii 2-I60 il. 2-1.1110 4011S olio 44d.soweler2-165.401.11 _.!..0..4...0.„,6., . 164 at 24" lOsea) ea. -.-- pical aca nail ) t, ty f , Z L ol? I pC Zt a p a p 1 I c a 16Ia 16 ets)e.e. 14164 It 4 or alien to top pfate, ll 3-Id :92. Rim totopplate.tounil 7 ' Id atir (152e.)04 ' 'ti,. Tap plutes. Upland iiitaraccdrina. facie nail 2-Ill 14.,Qtatinemptesder. wo plena 16d 16" sage.c.aloesetsheip 15. Coitiesleinsa plass, small 344 , ta gara....i.,ofra, and. toenail 4-Id -, 7. Cabs; jrius, Iasi Dia partitions, face nail 3-16d I11_ 12atinajoists a panne! rafters, face nail 3-16d 49. apt. mail 3-81 20. r(t5 inri)lince co oadi stud arid pies, fee nail 24d 25. AIX' (254iiiiiii.203 mm) sheathing or las teach baring. faccuul 24d Fief)" x r (25 Ian x 203 land shaddat 0 each beeial. fee leg 3-9d ..." Ill. (6111aoger. , 106 st 3r (Stlean)es- maps. bessotandas1 im0 2,26d at eabselletimaisplioe 21' sea) planks . , , 2.16d aeschlicedee 'Vaal Unmoral panels end peddsbearth. ' 541 wall 'beaching 00 frandest (I ;au "aux was V /21 .- 1/ ," • 4d, Se:a/60 ' z -1 .,1-, . • . se. 16)0'4,50 .. , Ceinitaiition subfloonandodsyroset ho frarninsk (1 iad‘a.25.4 tow) !llI' - 69 - 90 1 4 Me aid ' • ceps (a trantinsi: /2 or less , 6d. , . 1 Io"(16 and 3d1 2 4% • beboard dir,stithe 4• (13 mall No. 11 gull . . . t‘.iin . : . ,..ii / --. , . No.16p.1- .;'.. Ai* , _ . OH Number of Minimum Minimum Maximum Maximum Bedrooms Smooth Duct Flexible Duct Length' Number of 70 Diameter Diameter 5 inch Elbows' 2 or less 6 7" 20 3 3 7' a- 2o. 3 4 or more R. 9" 20' 3 Fan Tested CFM 00.23 W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows 50 4 inch 25 4 Inch 70 3 50 5 inch 90 4 inch 1CO 3 50 6 inch No Lin* 8 Inch No Limit 3 so 4 Inch. NA 4 Mat 20 3 80 5 Inch 15 5 Inch 100 3 0 0 .. .--` "' .... No Limit 3 100 tHE 11 I inCO40 inmmI 50 n n n M 100 125 No Limn No Land 125 No Limit r: j DRAWN DATE I JUN-E., '34 SHEET NO. 991 Second Edition Wainonom y.wwown fog hao. _ TABLE 3-1 Minima Source Specific Ventilation Capacity Requirements MternateMyopeaam Continuous Irporafion Battuoonts 50 c f m 20 dm Kitchens 100 cfm 25 dm TABLE 3-2 Whole House Ventilation Row Requirements r Bedrooms 2 or less 3 4 CFM Minimum Maximum 50 80 100 120 75 120 150 180 1. This table shall not be used for dwelling units containing more hen 5 bedroom. TAKE 3-3 Prescripti. Eidieust Duct Siting 1 Fm each additional elbow subtract 0 feet from length. 2 Flex ducts of this diameter are not permitted with fans of this size. TABLE 3-5 Prescriptive Integreted Forced Alf Supply Duct Sizing 1. For lengths Par 20 feet Increase duct diameter I Inch. 2. For elbows numbering more then 3 increase duct diameter 1 inch. - TABLE ' 234-0-NAILING screams anlYstalannedla= , 0 1 : 41 6 ,..1 . , 01:4 1 0473.14.8strolltrubluaawiliaell= ' thproaroroaroo DL A L 1 -DETAIL rift( et. t15W c. Flavp. vitt cF PLY. to LAI Fid 4WD sill- - lavro.u. e fool' cogp ccittifF. READriz win rtfit APL FArto ?die Ht[1. ti/o )(y. 1- e Vac. EA. way ALL ilAii.s,144. 4 4'3t r0.5-r fltiDS (RAIL 6444° LA. 4.140 i1re110 1.10Loovit14 oisTpo_ rut iihildf.rge. 1.1A1.oft tattpialtly - of 11 V A .b. Hitt 7=Huopie4tr fmia4 - 4- efq6 F T MAINTP 1 (L: A.1 RSP.A. bfad c0E-He4 EVEX 2.5 W/fr1UJ. VT" A IS ,‘..; E,A,T4.4 Its16 Nrerzr1501A.TE AREAS z3 - 46 . PAP E 2.x - P.1 MLIDS k-111 1 /2-"x . ..c-v 5 ' - 0 . 41V FROM EN P5 • • • • • • NI , 11A bUILOINIC7' < TH F2 E.J-..4 p ?A•si .2- ? c • P -1" : - !• ,-; NL - -P Xr5 I. 7-Y 9 RONi I D LOAiliDLS fop_ s fti:AC6 AND 5i op-erz A4V}Vb -ri osiTNE 111,1.-111.eiS vY1 C-0Ait..i Er T r 1OP. f5 coNT 4.,si 4 V E. 5ARS " t'L j - To E'RTH CITY OF TUIDILA APPROVED JUL 14 1999 AS NOTED SurLDING DRAWN 1/4-1e.gv/NsTfak.i_ FLmFi'6 0 r EQUAL "'NA ( . goob4CIRI _ RECEIVED CITY OF TUKWILA PERMIT CENTER GENERAL NOTES 1997 UBC I . Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be Fmovided Any proposed field changes to have the prior appestat of Engineer. FRAMFNG NOTES FRI. Frame nailing - to be in compliance with ABC Table No. 23- 0 -13-I. FR2.- All wood exposed to weather, such as wood used for deck framing including decking, railings: joists, beams and posts shall be erasure treated of wood with natural resistance todecay. FR3, When decks, landings or porches are movie than 30 in above grade, provide guardrails not less than 36 in high. FIB. M attic spaces with 30 is or more vertical height shall be provided with an access opening. 22 in. by 30 in The opening shall be located in a corridor, hallway or other readily accessible location and have at least 30-in headroom per UBC See. 1505.1. If an opening penetrates the garage ceiling, the occupancy separation should be maintained W.ith•a self- closing access, per UBC Sec: 302. FRS, All corridors shall not be less than 36 in. wide. GARAGE Gl. Provide' an occupancy separation between the residence and the garage with matfiiale approved for 1 -hots fire- resistive construction on the garage side. Garages and carports with living area above shall have 1-hour protection for both ailing and structural members G2:: Doors between the garage and residence shall be 13/8 in. solid core wood door that is self - closing and tight-fitting and have a fire protection rating of not less than 20 minutes. GI In addition to the garage -house common wall, the walls and post supporting the second', floor framing shall have 5/8" type "X" g board on the garage side of the wall. G4. P, s n king second floor framing will need `column jacketing" per UBC Sec 704.2.5 to protect the '`fire resistive" material. As an alternate. heavy- timber posts may be used without l hr. protection (min. size 8"x8'). STAIRWAYS Sl. Usable space under stairs shall have walls and soffits (on the enclosed side) protected m required for 1 -how fire resistive construction. S2. Stairways to have a maximum rise of 8 in. and a minimum ran of 9 in. head room i rdninian of 6 feet I inches, minimum width of 36 in. Handrails to have ends retuned and placed a minimum 34 in. and a maximum of 38 in above tread nag. The hand grip portion of the handrail shall net be less than I % inches not mac than cinches in cross -seal dimension or the shape shall provide an equivalent gripping surface. The handgrip shall have a smooth surface ', with no sharp corners. Handrails projecting from a 'wall shall have a space of not: less than t!% inches between the wall and the handrail S3. Intermediate rails of the stairway guardrails shall be spaced so that a 4-inch diameter sphere cannot pass through, per UBC Sec. 509:3. HEATING SYSTEMS 01. All furnaces shall be labeled and listed by an approved agency and installed per listed specifications. . No warm air-furna 'nstall a: - or alcove less than 12 inches f� with a minimum clear working space top- • gar es where they nay be subjected to vehicular damage shall be suitably guar . _ : list such damage by being installed - behind protective barriers or by being elevated Of located out of the normal path of such vehicles: H4. Every factory built chu , Type L vent. Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing and manufacturers mLatrucuons- 115. Furnace air ducts in the garage that pass through the living/garage common wall "shell be No. 26 gage steel or thicker. $6. Openings around gas vents, ducts, pipes, chimneys and fireplaces at ceiling and 'floor levels shall have freblockmg, per UBC Sec. 708.2.1(4'). 07. Provide fireblocking at 10 -foot intervals in the wall both honzo aaad Yei4ea a' k• per UBC Sec. 708.2'!. l . MECHANICAL AND PLUMBING MP1: Domestic kitchen range and clothes dryer vents shall be of metal and have smooth interior surfaces. Exhaust ducts shall terminate outside of the building am! be ey:ir,.xl with back draft dampers. Length limitation (unless otherwise permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and venial length of I4 feet including two 90 degree elbows. Two feet shall be deducted for each 90- degree elbow in excess of two per UMC 504.3.2. MP2. Water closet compartment minimum 30" wide with 2' clear space in front of stool. MP3. When gypsum wallboard is used as a base for tile or wall panels for tub, shower or water closet compartment wall& water - resistant gypsum backing board shall be used Ceiling framing must be min: 12"oc to support water resistant, gypsum board per UBC Sec:25I2. MP4. Water closets not to: use more than 1.6 gallons per flush per WAC 51-46A7 402.3,1.2. MPS. Strap the water heaters at points within the upper 1/3 and lower 1/3 of its vertical dimension. Lower points shall be minimum ( above controls per UPC 5105_ MP6. Showerheads to have a maximum flow rate of 2.5 gpm per WAC 51 16 102.3.2.2. MP7. Provide non - removable -type backflow prevention device at all hose bibs per UPC 603.4.7. MPS. Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub/shower Combinations per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE 11. Indoor design temperature shall be 70 F for heating and 78 F for cooling. WAC 51- 11.302.2.1 12. 'Provide batt insulation when the ceiling slope is greater than 3:12 per WAC 51-1 I 502. 1.4.5. [3. Provide whole house ventilation per UBC Sec. 302.2.2 and 303.1.2 MISCELLANEOUS FOUNDATION MI. A smoke detector Mall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping arm. When the dwelling trait has more than one stay or a basement, a detector shall on the upper level. except that when the lower level contains a sleeping area a detector shall be placed on each level. When sleeping Morns are located on the upper level. a detector shall be placed at the ceiling of the upper level in close proximity to the stairway. Where the ceiling height of a room opens to the hallway serving the sleeping rooms exceeds that of the hallway by 24" or more; detectors shall be placed in the hallway and the adjacent room. Detectors s sound an alarm audible in all sleeping areas of the house per UBC 310.9.1.4. The required detectors shall receive their power from the building wiring and be equipped with a battery backup Per UBC 310.9.1.3. The detector shall emit a signal when the batteries are low. M2. Provide minimum 3C landing at all exterior doors per UBC Sec. 1003.3.1.6 and 1003.3.1.7. M3. All exit doors shall be openable from the inside without a key or special knowledge or effort (a night latch, dead bolt, or security chain mounted at a height of 48" or less above finish floor maybe provided) per UBC Sec. 1003.3.1.8. exception #2. M4. All skylights shall be mounted at least 4" above the plane of the roof per UBC Sec. 2409.4. The sloped glazing and frames provided should resist snow and wind loads per UBC Chapter 16 and Sec. 2409.5. _ 5 , " r e FOUNDATION NOTES Fl. Minimum 2 "x2 "x3/16' plate washer shall be used on each anchor bolt per UDC Sec. 1806.6.1(2). F2. Interior stud bearing walls may be supported by isolated footings. The width. length and depth shall be 24 "x24 "x6' for 1- story. 30 "x30 "x7' - for 2- stones and 36'x36 "x8" for 3- stories All piers shall be placed 6 feet on center maximum. F3. Provide 18" minimum crawl space under wood joists and 12 under wood girders or wood to be pressure treated per UBC Sec. 2306.3. F4. Provide minimum 18 "x24" crawlspace access. FS. Provide crawlspace ventilation of minimum 1 square foot for every 1,50 square feet of under floor area F6. Foundation walls enclosing a basement below grade to be damp proofed by approved methods and materials F7. All footings and slabs :ball bear co _,.disturbed soil or fill compacted to 95% Modified Proctor. F8. Assumed allowable soil bearing pressure =1200 psf. F9. Slabs: Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 ". Insulation installed on the outside of the foundation wall shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. F10. Ground cover; Ground cover of 6 mil. Black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped l2 min.. at the joints and shall extend to the foundation wall. EXCEPTION The ground cover may be omitted in crawlspaces if the crawlspace has a concrete slab floor with a minimum thickness of 3 V. ". F1I. Duct construction: All heating ducts unconditioned shall be insulated to a minimum of R -8. All ductwork seem joint: both longitudinal and transverse shall be taped and sealed. Non - recirculating hot and cold water pipes located outside of the conditioned space shall be insulated to R -3 minimum. STRUT: I URAL NOTES CODES AND SPECIFICATIONS I. Uniform Building Code - 1997 Edition 2. ACI 3IS-83 Bathing Code Rog arconnts for Reinforced Concrete. 3- HILTI Fastening Tecteal Guide 4. Western ProductsUscBook 5. Simpson Sarong Tie Curs Catalog -1998 DESIGN CRFEER1A !. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH. Exposure B 2. Seismic - per Uoiifonn Building Code Zone 3 =1!s 3. Roof Load - DL 10 PSF 1L = 25 PSF 4. Floor Load DL =10 PSF LL =40PSF 5. Deck Load - DL =10 PSF LT. =40PSF • 6. Soils - Assumed 12.00 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fhnid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI a 28 days - - Grade 40 - reinforcement - Mme 3° cover for all reinforcement except as noted at retaining walls or other details 8. Mortar -TypeS TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on E►� Ghn- lain beams 24F -V4 Fb =2400 psi I %' Macro-bans E =1800 ksi Fb =2600 pi 2 11/i6" Paralla:as E =2I00 ksi Fb =3100 psi 3 % 5 %& 7" Pennants E =2000 kst Fb =2900 psi AITC Canifi ales for the gin -11m beans to be provided to the building department. 2. When header interrupts top plate, header shall have strap 0011111CCZOTS to the top plate each end. Use 2 - Simpson MSTA24 etwinectwe UNO 3- All shear wall sheathing nails and anchors shall be as detailed on the drawings and err ,anted in the shear wall sdrtik. All exterior walls shall be considered shear wails- Use 7WI6' ® APA Rated Shead ing - blocked - with minimum nailing 8d common r• 6' oc UNO Sd common nails shall be 0.131" Ox 2 'xi" minimum 4 Floor and roof diaphragm nailing shaft be 8d common ld 6"oc at all supported panel - edges and Sol a I? oc at intermediate supports. gtomMECIIMM a Joao Ma Baal or grde: mein:: R.idpng en plc_ teem. sad: cad .- 4 6 + ru .152 am. t_s or lens tsec. 14W1rs firm - •h'C =m.∎> 3 <_nemawfri exs w.n tent ,• msrsiaraam manor t .../ael ram 6 Sok gimew m e iteitaFngand bre waii S # Frame b Fan re Wein, aa braced mall mod: Tmaa.e comma.. mad F a Et.±e..ain Mane 4 las,c elms_ la I iu Decided amp Oak, rap al Mrs mad _ and +c p plam imp make 41 I)in' cite._ Itenseee norm, CRT rakes., lire- ' 1_. Rim poM mappiaa. armrs ; - in. Otmaas aemaam/ aemmlmreast Laces. 114 Comae.. as Meader. mm^ Frees 15 Cda, porn . p rk_ woad I l6 1i,osuar int.:ro dmewl: : Is_ Cedrg rem o- mama_ tare mad 14. Ratner. plate. aawad I 'tea r!s ma hmor me mad ad4iaae.. aad ram c _di ar..'e eoo,s meta _. Wider der i' - a - 125ra m jfl amdalmad C so etch R-mia¢ rue mad ? lank, owner mak r. Boma. poke and Immo 151 ormiplalcs as Mond loomed park a8pstiddtmed - : 51dk.aa amd aaa+iodsm meta Ha®g: 1/2 mid isco mo -14 room 122 mas".'r oat . 1';j 1_watm.32m.E Crase.anhom siaonnr.maeeimmasra Yearr+amga • i 814 most mod nem d.f2eea -25 of mater-32. mat - p wet tdsg1. kern egY r 1127aaiaaoat /lb temp -Ft Frherh and einaMog 1114 urn: lemma pawls, a !i 14. 4 mi `!s' 145 rn TABLE 23 -1.89 -NARING SCHEDULE HAILING' ■ 14,1 fur al ua (mi , al, I-• 141.met 4.ho toenail or 2 oW and lode i 1611 Ind at to Olio l x Ind l.kd 4.x1! :.Trot Loot eat Al 24',10 moll moan and staggered 2.20d at end and al each seine 2-14d at cash heart, {' f` ltd or hl kd' 10,1 or ad ed` . 1141' or Inf Ed re- ad• kimono. ere barer wars man ere std earetpr *nem mhen.c rased -!ink spared err r: rebee 1152 maws no cream as edge 12 intro 1205 mot x irwmancthec soppons entcpa n rrarhe 11.. tom I al an supports .. here rpan, nc iRra4t (I21w meat em am= Fir milt, M :toad , nteraal panel and panadehwmd nage. sal shear nail ruler u. Sections 21:2 and 211,4 `lad m a mac...rsa boa or rata r `Comma. oft deformed dart 'c: or6wn ed tier+ _Y.erwmarrmaaa siding sr atsmg read: m edomnae to the redm of Ycnma rata Framer: spaced 3amber at marl on Mom al canon etches a a'i 6 (152 am canner a dtae supports aCoreades- ersivy eg raobaass. iaeie-0®aermisi mini beat and 1'e,iadt f3: mina:mwhg. fa - ' inert 11_rmint fie nag and i. In ch I44 mm kap. kw= `ear.. IN rimy simrkormc deranneneLr rrWmenemerA 23./ ?1'.�. -v-.a rtsSa%rip1�seks�m+i irs6rfi aaaat ma+aawi l'(a-we3f� rtlear: for C7 ml sheathing rdi h13R 11 m i au arms v ear. summit the a�r,4d mppaarl n reties ram ®11711wbn1S /R Omalav¢npw axe, in the ultg ...CC=.. of the moat. ,Tleta •atnnomr cal- Casing or hni>h nett spared 6 obes1152 temp an pale edges_ i 2 amber 13m s eam t pans. . • y',prans ar 24 reek, ,610 mm } ; «fmsi its,oced6 incE esrl_2. mint rat peel edges. .e_ ns - tinet a3nG inter al on/toted., s art' OF TUK1Nll.A APPROVED JUL 14 1999 AS NOTED S irLVW DiViSIOt4 t RECVED CITY OF TUKWILA PERMIT CENTER