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Permit D98-0380 - HOUSER RESIDENCE - NEW SINGLE FAMILY RESIDENCE
D98 -0380 13055 40 Ave. So. Flaten, Rolf City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 734060 -0902 Address: 13055 40 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No:' FLATERJ334LR Permit Center Authorized Signature: Signature: Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I'S PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: VAL VUE Slopes: Y OCCUPANT FLATEN ROLF 13055 40.AV S, TUKWILA WA 98188. OWNER HOUSER :PAUL.W APO BOX 59, RENTON WA 98057 CONTACT ROLF FLATEN 4216 S 173 ST, SEATAC WA 98188 5,0 Streams: 1 (206) 431 -3670 D98 -0380 ISSUED 03/17/1999 09/13/1999 DWELLING 1997 N/A .0 • Phone: 206 255 -7445 : °Phon -206- 244 -5293 CONTRACTOR 'ROLF JOHN FLATEN Phone: 206 244 -5293 4216 S 173 ST, .SEATTLE, WA 98188 *• k*****************• k**********************************•k *** ** ***.*** ** **k * *k * ** *** Permit Description: CONSTRUCTION OF -A NEW 1;769 SQ FT SINGLE RESIDENCE, 440 $Q FT ATTACHED GARAGE AND FT OF UNCOVERED DECK AREA. . PUBLIC'WORKS ACTIVITIES INCLUDE: STORM DRAINAGE AND LAND ALTERING. * k*****************'************.*************,*.******.**** * * * * * * * * * * * �k** * * * * * * * * * **** Constructiion Valuation: $ 159,50660 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) , Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time Land : Altering: Y Cut: Landscape Irrigation:' N Moving Oversized Load: N Start 'Time: .End" Time: Sanitary Side Sewer: N :No: Sewer Main. Extension: N ' Private: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N . Public: N *****************************************.************ * * * * * * * * ** * * *** * * *** * * *** ****** TOTAL DEVELOPMENT PERMIT FEES: $ 2,247.09 *A* I*********** k************************************* * * * * * * ** * * * * * ** * ** * * * ** * ** * * * ** End Time: F i l l : Size(in): .00 Public: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development Date: -S `l J9, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TIJKWILA Address: 13055 40 AV 5 Permit No: 098-0380 Suite: Tenant: Status: ISSUED . Type: DEVPERM Applied: 11/09/1998 Parcel #: 734060-0902 Issued: 03/17/1999 ************k******************************k*********A********************k Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer andthejukwi,la,Puildina Division. 2. Plumbing permits shal104obtainedthrOUgh_the Seattle-King County Departmentof:::Publiti Health. 016M0:0 be inspected by that. .agency, inctudipj all gaS'Fi11 (296-4722). _ 3 . Electrical J.lermit.S-6 be Obtained ,,thrOu0:the W.a,Shjngton State Division of4abor'and 40ustri,es afiCal mechanical WOO hall beunder separateer : s,p'mft ss'iled , by work wi1A inspected bythatageticYA248 4. All me :::, J the City...of Tukvila., 5. All permits, inspectionrecOrds, and approved planSshalt p , available:at the :Job site pr to the start ofany,Con- • strLCtion: - j: - Jhese documents are to be maintainecr inspection .approval is granted. 6. Engineered jtrys drawings and calculations shall be on:::.sitet,,A ane:avaifable.;:to the:::b6iidin inspectlon,,,„, purO:Oses. ,D6Cuments shallibearLthe Seal-and signatUrdo WaShington;State Englner. Spread Ratind ofY25Jor"lesScapd materialShall bear identii-V , 7. Anyexposeid ths'ulations back:ing Material ,shall havea 1 fication - showing theifire perforMancp-rating 8. All:Constriktion to''be in',ConforianCewlth appro plansandrequ'irements of the Uni:forMBuirding Code ( 44 Ed i ti On) as Uniform MeChan'i ca 1 Cod,e . (1997- E0:0, . ;;/ and Washington State Energy Code. (1.997 t ion) 9. NotifY'the' City of Tukwila Building Ditiis\ion.,1 to • placing any concrete. This proCedLire is in addition to any .requirements for .special inspection. 10. All wood to reMa*h in concrete shall he 0:i:eated/46d. 11. There shall,be no ,occupahby.,of .,UW01,01#' final inspection has been comPleted by the Tukwila Buliding Inspector, 12. Validity of Permit:. The issuance Ofapermit of plans, specifications..,and shallnoi'be con- strued to be a permit'fOrl aPPYov0,4f; violation of any of the provisions,OftW601.01nT:66de or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. Temporary erosion control measures shall he implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15, Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity, Project Name/Tenant: 1 , (- • _ . -.`r' ‘-\ 1 <r . 1 q f ,r Type of work: aNew 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: 12 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of onstruction: i 59 5O Site Address: � t t ,( J k..%, ,` . ,..> City State /Zip: k i Tax Parcel Number: '7 3I c 6 Q Q`? O4,:. Property Owner: Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 0, 2-15c/' k 7.- Z . "For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: Street Address: City State /Zip: Fax #: Contractor: (. , , „ , ; /' � ! C `I 9 t ') u r L -r�; C E P� 37) Phone: , c� (-' / /1l .2 . 73 1 Street Address: . City State /Zip: Fax #: Architect: J1''% ,' Phone: w G u lp ‘: 4 w.Z ig0 Street Address: I .�. 1 l -�~ �. O. c'.t (i i U - Av' ? t i C —.: City State /Zip: .j61.. uJI I Fax #: f .�:.," . .1::,,) , 1 Engineer: , -' ■... V iTi % . 7 i j :. :.. 1.(3 i ‘i Phone: Street Address: ) City State /Zip: Fax #: Contact Person: ,,• Olt 07/,q ,i.e,4 Phone: Street Address: City State /Zip: Fax #: Description of work to be done: 2 Lt.) Y(.:: I,...i (7. I ) c ,. Type of work: aNew 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: 12 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 VAT sq. ft. Dwelling sq. ft. Covered Deck(s) 4 1' t C! sq. ft. Garage/Carport s ft. Accessory Structure(s) 1 '=r ` sq. ft. Uncovered Deck q• sq. Y (s ) q• Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 0, 2-15c/' k 7.- Z . "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 TV'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: 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 mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL' PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) El Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling 71 Land Altering: ® Cut R9 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer # ❑ Sewer Main Extension 0 Private 0 Public 9 S torm 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 application accepted: Date application expires: 5 Application taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING O N OR AUZ' ORIZ AAGENT: ` Signat p %2 a f Date: �! // S --�- Print Warn '/ &/-A I G /1' c v j�e a 5s Fax Fax II: Address: / / 6 . (7 (- City /State /Zip c-404..< Q W/ Er ALI. SINrLF. ► AMII Y RESIDENT{ PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: • DI' � 4 It S I 1 ,PA D BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REO F� q,B .E$UILOING 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 - a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H - 12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ El 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). El ❑ 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. Sh i'i:i;MI T.UOC 2/13/97 1650 03/22 9719: � 13B2�75` ++++++4�^+++^*�*+*�+++*�4*�kA*++A+A*�*�**�*+*�+*++�*a+��*+6*f+^+ .___�___ -'�'-''� ^ CITY OF TU.WT[u. NA 1C-* ~-�- ' ` � 'TR � NSMI:'`v �"�""""."...~~.......`......,--..''' '''.''s'''-'k' 'A *~,.~" 7 14:5' TRANSMIT Number: R3O000J5 � Amount: '' i 3) �//x ` x � e�1Pl / -� � � Payment Method: CHECK Notation: ROLF FLATEN ` [ %ni� �:TL ---__--_----.------_--------_~---------__-'_-.,`__�-.`_�-�_-�~�� Permit No: D98-O38O Type: EV�[RM DEVELOPMENT PERMIT ^'��'� , , � � .. , .'` Parcel No 734060-0902 L' Site Address: 13055 40 AV G - ', ' t�l Fees: 2 �` ' >' �o ?HET 1 .1 3 3 0 8 2 2: 7 A Thim Payment 1,382"75 Total ALL Pmts: 2 ' 0� Balance: CH ^ . «*+++**+***+ � 03/�2/99 1�� '''' , ��` 16: 0097 1650 Account Code Description Amoun O00/345.83O PLAN CHECK - NONREW -064.3 000/322.100 BUILDING ~ RES 1 000/345.830 PLAN CHECK - RES ' 8G4�3 000/345 .830 PLAN CHECK - UTILITY '10"0,��`� """'�oc^mo^ SUITE BUILDING SURCHARGE ` 4'��/``i CITY OF vov/�on. cu ,"` ~'".� ".~°°~", ,~,...^ .'`� .."'�^~ ^", ruco FEE ^ STORM DRAIN 15.00 ���/���.�vv ^n�r ,"� - ".""" v "n^'` 000/3�2.10O LAND ALTERING PERMIT FEE 23,5� -_.---''---^-~--~-~.---~_~~-�.~~~-~~-,-_-~~_-_-~_~~ --~--~--'-_ This Payment CITY OF TUKWILA. WA - 1 1 0kAki*kli***AkA*.: 1 1*k. 0 00kk • TRANSMI1 Number: R9700 Payment Method: CHEC4 Permit'Uo: D98-0 Parcel MO: 73406 Site Address: 13055 *0 *A.* k*** AccountCode 000/345.830 *4*************;4*.**A*4AA*..,t*****“* JRAW8MIT 864 :Amount: • - 86434W098:10V7 Notation :1101Y: : 380 Tylicl: DEVPERM DEVELOPKEUIRMIT, 0-09 40 MV 864.34 Tot *i.kir0.**/:*** Dei;nription PLAN CHECK -. Total Fees: al ALL Pmtsi ' Bala,nce: 1 . 'Amount• • NOHREB - 864.34 • • • • • • • • • 7625:.11/10 9717 TOtA4 864.34 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9-'� Pro' � T Ty e °�f/�spe i �j Da called: Special instructions: Dat t d: a.m. Qq p.m.' Requ e Phone:. COMMENTS: proved per applicable codes. $47.004EINSPECTION FEE REQUIRED. Prior to insbection,f fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 1 Date: Receipt No: Corrections required prior to approval. r PERMIT NO 16)431 -3670 A pr c , c/a 4e4 U Type of A : A d r 7 57 vatti /9k°_S' Date Calle: d? Z1/ Special instructions: t, Date wanted: � � a.m., m. Requester;/') I/c Phone: W— r 4' COMMENTS: V 7 ,errCF/,G,-f ction, fee must be paid reins • ection. e INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 p9,--0 3 kol PERMIT NO. (206)431 -3670 El Approved per applicable codes. o e tion�ui p�r� oval. Project: i ci � eh �-' Type of Inspection:. Ma Address: 13055 �oiti4 D a t e ca ll e d : 7 -27- Special instructions: Date wanted: a.m• , 7 2 8 _ 1 7 p.m. Requester: Ao1 +' la f e el Phone: 2°e/ qV -5293 INSPECTION NO. C I INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D98 -o38O PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections equired prior to approval. COMMENTS: - V sift' (A,J Inspector: /� Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mu!t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Ral ph F I cite 11 Type of Inspection: p t o • ;nal Address: 13055 140+11 Ave S Date called: 7- 2 2 91 Special instructions: Date wanted: a.m. —i Requester: In t r - IC ph 1---/c? Phone: 20 I sqg -52.9 2 INSPECTION NO. Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: Dc10-0380 PERMIT NO. (206)431- 0 Approved per applicable codes. [:=1 Correct' ns required prior to approval. COMMENTS: -1 j 1 /// fi Ae 4W—A /,z/qf d-;/ (.p.4442 S. Inspector: tJ Date: / 7)-6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , • Project: Air Leo Type of Inspection: ....0 Ai1.0 • ..... • .ie - . _ Addrr 4: ,..... Date called: Special instructions: Date wanted:, -• 1 Z — 9 / Requester: Phone: t‘ t: INSPECTION RECORC. Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'A P eL0.331,, PERMIT NO. (206)431-g 14 A pproved per applicable codes. Cqttections required prior to approval. COMMENTS: Ae. L. $47.00 REINSPECTION flE.R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. Receipt No: Date; I INSPECTION RECORD Retain a copy with permit ' " go. —' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: .L - 0 ? ca n Project: Type of Inspection: / afeYl s -/arm Sewer, 6' MI6 Address : ,3055 4/oth Ave s Date called: /' 7 9 Special instructions: Date wanted : ,, p a.m. p.m. Requester: R , !en ,. Phone: 10��2�� -2 { y. Approved per applicable codes. 0 Corrections required prior to approval.'•..- COMMENTS: "7 ///99 CA o� rU'1 �I�u� �Q A NA _ i d D. (J G� -�'r,( Inspector;! $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Project: 1 Type of Insp cti n: Address. 7 Date called: _,...� Special instructions: Date wanted:,,...10 driP Requester: Phone: /3 Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 COMMENTS: Approved per applicable codes. Ei Corrections required prior to approval. Date: ( O `rn El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be laid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P : 9 Al if Type of I ns i A 1. --(- /0 Dateialledi,..1 7 Special instructions: M ri-" Datexntec .19' 4 .it Phone: •-, pproved per applicable codes. • INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 09', PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: A . ...i ,./ ../ .41 ... lie■ger El $4 .01 ' EINSPECTIO '11 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No: Date: pro 4 , ria p n . , 4 Type " ...few . AI clg 7 555 4 / 0 p Ate S. Date called: Special instructions: . Date wanted: z o71 / 99 a. m. Requester: Ootf' Ph ° : f 1 ":406 - O7 414 7 - 5,..5 I) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 1 D9g•--0330 (206)431-3670 g _Approved per applicable codes. COMMENTS: 62 s ty_ / 0 $47. 0 EINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: El Corrections required prior to approval. Project: /�� U Type of Inspection: P�� 4 i ,Address: A� Date called: ' /`� "� Specia in�tions: Date wanted: Requester: Phone: INSPECTION NO. INSPECTION RECO Retain a copy with pe it CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 /750386 PERMIT NO. c (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: J 1 J 44,L 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: mil „ riadeeietcr , T , : r ; 1 64 3ed z rl i et D e ter i n Dateon/I Ca P.m. Act ss: 5 . 5 . ...-- I e i c i ,ii Special instructions: it rp • P 3 ( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ri Approved per applicable codes. INSPECTION RECORD Retain a copy with permit VA PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: eigo ti.te TL 7 5 fr .ed (24,--7v siVz, i-t-te/ C//007--c, 4 .... J. 4 .1L4L- Ei $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: „ , • ■„. • • Project: Typ f insp crtion: AA' Address: ate calle t, Special instructions: Date want Requester: Phone: INSPECTION REC 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. El Corrections required prior to approval. COMMENTS: $47.'0 NSPECTION FE REQUI' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: Type of Inspection. A ,i_ ■ et ( / Address: .....9 Date called: Specia st c ions: Date wanted:s_ a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit • j206)4' 31-3470 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspecto Date; .--9 Ei $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ::::,;;;; '•• Project: n: 2 /i Type oL2e Date c41:171 Address: Special instructions: Date wanted: S Cf m. Requester: Phone: INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 033 -a3r� PERMIT NO. (206)431 -3670 n Approved per applicable codes. COMMENTS: A / J ! �eA ° ��c !� - � J ' Corrections required prior to approval. Inspector: , ( / Date: ii .d.el LA 5°---5----9, Li $47.00 REINSPECTIO 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [eceiPt No: ; Date: OMMENTS: T , . y ,,,, VIM 1 l Ala / /,. A,e, 4-- "tz $ he Special instructions: : 4/3i 0 .6eA Requesfer: go LF Fla e 4 I . 6 .--,-„, roiz-, 1-- lize.-L 4 , , , - e 7 --," a, C , Lue, / 1/4 / . i / 1.-7 «, s.-7,- 44, ed ;7,--) $4 / .... < , "( _ 51,40j ef/t-7-4I 3 1.-7p e Pi ,I, ,L0 6/- , pirle, ,A A t4 Projec L F gla-/e Al T , . y ,,,, VIM 1 l Ala / /,. A,e, Ad e • S 4 / '050 46. Date called: -Siq /99 L ...., Special instructions: : Date wanted: .• rn. Requesfer: go LF Fla e 4 Phone: & -67 WS ...7 93 i • INSPECTION NO. Inspector: • INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: Dge- 03E PERMIT NO: (206)431-3670 Li Approved per applicable codes. Corrections required prior to approv al. El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori.'' Receipt No: Date: I. Project: . 1 . , j -'-./ 6( I if r9 Type Inspection: Inspecti , ....e.(A4Ad .e—/A5 Adt :055 ohlit l'AteS Date called. Special instructions: ; aN9 Date wanted: z /k 3 / 9 , 2 r: il oc/ ....5 aq 9 3- 44- , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • F. O K( Approved per applicable codes. pqt.-o3T PERMIT NO. iw • /(206)431-3670 7 El Corrections required prior to approval. COMMENTS: Dat q 47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsiSection. Receipt No: Date: ■." ••• pr* (..p..... R d _ e_rt 1 C- Tr Ica p _Lk iav s Dtet I l 1 ,.;, Special instructions: Date nted: 9 u,, , p .m. Re ster: vp P4 .4..... .59 lnspe INSPECTION NO. COMMENTS: INSPECTION RECOD Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .."1"-••■ (206)431-3670 .4c, Approved per applicable codes. orrections required prior to approval. 7'V pe 06012e, 6/1(& Dat zo " v.4-> L.4t00 o TS "e2P, Goc, 4 Pie(e9 777 ('o c*' 0 $47.ii REINSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: Projr bi r la .fem l -:: Tm o f I h t : , via i / Areak: .- cm./...14 A Lt:called: OM, Special instructions: r , Date wanted 0,—/ a.m. c Requester. if F /a.em Phone: _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Din- 0 go PERMIT NO. (206)431-3670 OM ENTS: • Date: Approved per applicable codes. Corrections required prior to approval. / • LA A 1:1 $47.00 INSPECTION r REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blv'Y Suite 100. Call to schedule reinspection. Receipt No: Date: Proja / _ m �'",�. Type of Insropti Date called: W ` Addre : Special instructions: Date wanted/ / t , a.ra? P.m. Reques I: / F rQ 10.4 Phone: r � 7 / - INSPECTION NO. ‘INSPEC7rICk RECORD , Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. 98%-. PERMIT NO. (206)431 -3670 Corrections required prior to approval.. $47.00 REINSPECTIO U E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: City of Tukwila Fire Department Project Name 4 7 0 Lf Address / trV . #„4.. ...-... : ....., / Retain current inspection schedule Needs shift inspection _...„). K Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 7171'551. Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. r j)9(9 0 3(.5 C) (50 Suite # 7/W9 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 • • I Yrl li/V 4- I 41 \ 1 V. 0% � \ l i i mow CLL mew 4 I` s ss Ex1sr s G Rug ''� ,el Sewer r HOUSER SHORT PLA CITY OF TUKWILA LOT # .'1 SINGLE FAMILY ROLF FLATEN ea' ePtEP APPROVED PER ' PUBLIC LETTER DATED 144A. 12 SD N SCALE 1 " =2 , r- •r U/ M 1 C MAR 15 1999 ha r4��r BUILDTMG DIMS CtiJ c \ 1 m i ' V/ • tv / a 1'/ • SINGLE FAMILY ROLF FLATEN HOUSER SHORT PLAT CITY OF TUKWILA LOT #. 1 APPROVED PER • PUBLIC WORKS LETTER DATED 144A. Ili? S.D �� 4" s ElwLeif STS 105 1-1 p - s Pear op-114E sever Mr N SCALE 1"=20c0". _.�., nr — 111 &! I i' i '.i'.ti� �- MAR 15 1999 ' h5 riW I tl) pci BUILDING DIVISION CITY OFTUKWILA V JAN 2 91999 PERMIT CENTER NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. l - 1 Wit. . 1 -U a �� 0 .�, n x L t'. ° a Yq Yg , -/o Z , p /( , . 6 ° K z-`.' . `i9 1-0 0): r r7 ,, i 1 ., a ,° cc x v g: Y9 l l ..), 0/ (0 / .!;',( I, 0 Y I ' o S/ v.rr / !Te- y °,4 !« / ° s--0 0 `I Q ,ye, (z_ / D j.. .S 4' u c, ° 0, /q 4 5 co z.-1 ,G) (sop & °sx . : v Y5. > o 1. HEAT SOURCE: TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. TOTAL CONDITIONED FLOOR AREA !7P, S.F. x 100 = TOTAL GLAZING AREA 44 (add entire column) PROPOSED GLAZING PERCENTAGE ©/ H -15 The proposed glazing percentage must be less than or equal to the glazing percentage listed KylLA prescriptive option that is selected. ti Ov -- 9 1998 PERMIT CENTER ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC Gla ing max:.::° % of floor;- II-value 2 Door U -value (R- value) Ceilings: with`attice vaulted Walls: above grade below exterior. Floor Slabon grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT R =10 OPT II 0 R -10 OPT III 0 21 %, 0.75': OPT IV 0 OPT V 0 OPT VI* OPT VII* 0 0 * < two stories ' The ">" symbol means 2 Glazing trade -offs may more than or equal to; "<" means less than or equal to. be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: memo CITY OF Tul" -4 1404 - 9 1998 PERMIT CI~.N'TER ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I withattics vaulted abPt .. ,beilokt, grade interior erlor Floor- • :Slalicin gra e • HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* o o 0 0 0 0 0 0 RIO * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. YES In NO Option may be a better choice. Notes: Approved by: Date: RECEIVED art OP TUKWI o_ 999 8 PERMrr CENTER ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM N u 1 . I'U c - BATHROOM FAN 50 CFM i \ L 1( n C) ,...' - f BATHROOM FAN 50 CFM 1\l t, _ Di '10 .,_, c Ff i BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM if - { L( !'Li r'1 -j- /: `--^ rl'' I ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) �'80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0.-PNO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed CP/Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. El Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES a O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. .,,/ U Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Frre5h air shall be provided G ,gach bedroom: Tested, a` Overall living area: OR: ❑ Central forced air furnace for each unit as follows: (IAQ Code, S. 302.6.1): screened, controllable, through -wall port (> 4 sq. in.) to the exterior. One wall port as specified for bedrooms. RECEIVED CITY OF TUKW which delivers outside makeup air through the ducting system rig= _„ ,, i9. ENRGYCOD.DOC 2/13/97 CITY Old TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 • Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. PERMIT CENTER Permit Center Public Works Engineering March 12,1999 -.SUBJECT: FLATEN NEW SFR: ,;`:`:: -:; Lot 1 of Hauser. Short P1at:L92 -0099. 13055 40th Ave S: -r""" Project Number: .P98- 006.4: -P "�`: Permit Number: =D98- 0380 - Contact Person::Rolf Flaten Phone: (206)244 - 5293:. .NOTIFICATION OF UTILITY PERMIT ACTION $ 25.00 - 23:50 THE FOLLOWING PUBLIC. WORKSPERMITS HAVE BEEN APPROVED FORS ISSUANCE IN ACCORDANCE WITH THE PLANS.APPROVED ON March12, 1999: PERMIT FED Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /jjs CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) City of Tukwila. Department of Public Works Your cooperation in this matter is required and appreciated. NOTTFTCATION TO RFC'TPTF;NT,S OF. PTTBT,TC; WORKS UTILITY PFRNIT ES All Public Works utility permits have a standard requirement listed on the first sheet: John W: Rants, Mayor Ross A. Eamst, P. c, Director THE APPLICANT MUST NOTIFY THE CITY MiSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. This is being emphasized and brought to your attention due to an increasing number of developments. where this action is not occurring. In some case's, construction has not been completed in accordance with permit condition and Citystandards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace non - conforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITY INSPECTOR, MR. GREG VILLANUEVA, WHO CAN BE REACHED.AT 433 -0179. January 13, 1999 Mr. Rolf Flaten 4216 South 173rd Street SeaTac, Washington 98188 Dear Mr. Flaten: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0380 Flaten, Rolf 13055 40 Av S John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Fire Department, Planning Division and the Public Works Department. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, "14664 .7gei Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0380 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 431 3665 City of Tukwila John W Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 7, 1999 PROJECT NAME: Flaten SFR PLAN CHECK NO.: D98 -0380 PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted, the Public Works Department finds that the site plan is incomplete, we will need four (4) copies of the revised site plan showing the following information: 1. Show where the sanitary side sewer line will be located. 2. Show where the water line will be located. 3. For storm drainage show how and where you will tie into the existing system. Include size and type of pipe that will be used. 4. Indicate width of driveway and where it connects to the edge of the existing easement roadway. 5. The City of Tukwila has an undergrounding ordinance for all power, communication, and cable lines to be placed underground. You may open cut the road to bring the power across the street if needed. Please contact City of Seattle City Light @ 206 - 386 -4278 for information on the closest power pole available to serve your property. Please show the location of the closest power pole on your site plan and indicate how the lines will serve the property. 6. Show all easements on site plan. 7. Show the location of the closest fire hydrant. 8. Indicate slope of property by showing two foot contours and note the amount of cut and fill that will be done for your land altering portion of your permit. A sample site plan and a H9 check list are attached for assisting you to prepare the above requested information. If you need further assistance with your site plan revisions, please contact us and we can go over it with you before you resubmit. Please fill out the attached Metro Sewer Certification Form and return it with your re- submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 . " . TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: January 5, 1999 PROJECT NAME: FLATEN RESIDENCE PLAN CHECK NO: D98-0380 PLAN REVIEWER: Contact Bob Benedicto at (206) 431-3670 if you have questions regarding the following comments. 1. The floor plan is "keyed" with brace panel nailing schedule which in turn is referenced to sheet S-4. This sheet has not been included in the set of plans submitted with this permit application. Please provide copies of sheet S-4, for all sets submitted. . • ' • TUKWILA FIRE DEPARTMENT PLAN REVIEW COMMENT Date: November 11, 1998 Project Name: Flaten, Rolf Plan Check. No.: D98 -0380 Plan Reviewer. Contact Nick Olivas at (206) 5754404 if you have questions regarding the following comment. 1. Please show the location of the nearest fire hydrant on your site plan. DATE: November 10, 1998 FILE: D98-0380 APPLICANT: Rolf Flaten ADDRESS: 13055 - 40th Ave S. City of Tukwila Department of Community Development . . . . . . . • . . . . . . . ' - .•' . ,.' . ''.. : ... ... . . . . . . . . . . . • , . .. . . . . . .. . . . . . . . . . . . . . . . , PLANNING DIVISION COMMENTS If you have questions about the requested revisions, please contact Michael Jenkins at (206) 431-3685. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 John W. Rants, Mayor Steve Lancaster, Director 1. Please revise your site plan to match the elevations presented in your application. Fax. (206) 431-3665 DEPARTMENTS: Bu i [ding Division gig° 2 -'4 Public Works 5 AuiG 3 - b 1&rrni+ Coorcl. Copy PLAN REVIEW /ROU SLIP ACTIVITY NUMBER: D98- 0380._. , DATE: 1 - 29 - 99 PROJECT NAME: FLATEN, ROLF Original Plan Submittal XX Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued 9 Fire Prevention Z_ Iris 2.5 - -fq Structural 111 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete a Comments: Approved a Approved with Conditions TUES /THURS ROUTING: Please Route \PR•ROUTE,DOC 6/98 �1 Routed by Staff a (if routed by staff, make copy to master file and enter into Sierra) Planning Division R •z €i Permit Coordinator DUE DATE: 2-2 -99 Not Applicable a No Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 - - 99 a Not Approved (attach comments) REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE: Approved a Approved with Conditions E Not Approved (attach comments) a REVIEWERS INITIALS: DATE. DEPARTMENTS: B Division iiv a F yblic W rks /1,11 l -e0 I" 7- 9 &ord (.p PLA� R�W/ROUTING"SLIP ACTIVITY NUMBER: D98 -0380 DATE: 11 -9 -98 PROJECT NAME: FLATEN RESIDENCE XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued N Fi re Prevention P-10 Structural TUES /THURS ROUTING: Please Route ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 11 - 10 - 98 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: • Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ AA Planning Division ti 0-to m it Coordina or No further Review Required E DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 - - 98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Co f etho \-e 1 "13 - 9Clt1 P REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: V'R•ROUTE.DOC W98 DATE: k '"' SUBMITTED TO: 5 ! Bl dg::..... CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Planning; REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER:1AS PROJECT NAME: n a )O5 I PROJECT ADDRESS: S • CONTACT PERSON: 1 tV4`.•t+ PHONE: REVISION SUMMARY: � (4 fe f 1 r Q((\ (Per(Y‘, Ord I dcL+ecf I SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. pECFAVEp � cfr( OF JAN �99 E(QCJ G.e (rC'1 re; CITY USE ONLY Public<;Wor 3/19/96 Fire Department'Review Control #D98-0380 (511) Re: Flaten, Rolf - 13055 40th Avenue South Dear Sir: 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. 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) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd February 5, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): - � ' / — --,-" 1 t ■ i ' UJ r ,c_ _. I U 1 1_; Lii 1 t 0__ \\( -;, Owner Information: Agent/Contact Person: T Name: I 4, I 1 C .. P 1— ) Name: s Address: 41-_,' 1 ( ---:: 1 i ,.,p v > Address: Phone: ( � ,7-'ii 1 (:)-2-47, t Phone: Th' certificate is for the purposes of: Residential Building Permit In Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Short Subdivision Other • Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure 140 ft. Area is served by (Water utility district): Or A n na r • Date: `+ I- v CITY OF Permit Cent:., 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: O3eo PART B: (To be completed by water utility district) The proposed project is located within (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: k (Use separate sheet if more room is nee,ied) Baed upon the improvements listed above, water can be provided and will be available at the site with a flow of . ..- gpm at 20 psi residual for a duration of 2 hours at a velocity of 2.. G fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 1. n • t, tr .k f Z S K. t ....Agency/Phone 2.06 2,- 2 ^rt c 7 WTRAVAIL.DOC 6/5/96 (Required only if outside City of Tukwila water utility district) � ,AA H-ha /t' - 6 — Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. e , f YQ .� ILA Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Nov ' q 1999 PERMITUNTEFF Agency /Phone By Date 207.o0 EXISTING EASEMENT FOR INGRESS AND OGRESS 0 .. 25.00' 75.00'` . 85.00' � : I5' 20' 2 10' WATER LINE EASEMENT -_ SLOPE E ' ACCESS EASEMENT N ;4 o vi y I s 94 ^ N F FOR Lor 4• • s X a -4 4 %(0 Q O) a- u) 3 ' LOT 2 LOT I m aqCO% 11 1340 Crele 7 a 1340100 - . o 9oa ° ° o 05 z x o Z 150 53 13055 Ito P zLi w' . WEST 185.17' ; - EASEME4T FOR STORM DRAINAGE AND SANITARY SEWER ' ") . ''.. N (2.63• • EST 361.63' RTIFICATE • 75.00• tly represents a survey made by me or under conformance with the requlremenis of the Act at the request of In 'Dec:, 1994. +:<'I: i ; ?.t)::::: � s .'��.•.t fi e. ' 1, SOCIATES t . M BLVD. S. - e.i i NGTON 99146 t r 3 -5889 :/ , .j? f .S., Certificate No. 6012 •'•'" +• :••• «•'" nls .yarn m•ide using Wild TIG Iheodollle and Geodimnler 216 EDM. or oxeonds WAG 332-130.090. 65•00' of 1 35' • • • CONC. N•ON, W /BRASS PIN -SE x 0 z S ti 0 HOUSER SHORT PLAT NO. L92 -0099 In the NE1/4 OF NW 1 /4 OF SEC. 15 -23 -4 CITY TUKWILA, KING COUNTY, WASHINGT( Schtob ED • JAN 02 1996 COMMUNITY (1F1/PI rtapdFa,Ir RECEIVED CITY OF TUKWILA NOV - 9 1998 PERMIT CENTER ASSU +t:0 MERILL .t PRO. = PROPORTIONED DISTANCE WrismoriboiroommoWn ONE SHEET 0 Res ential Sewer Use Certificc ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684.1740. (Please print or type) Owner's Name F I (Last, First, Middle nitial) 7 4 - C 2 2 Spy 4Z oo947 Subdiv. # KING COUNTY Property Tax I.D. Number Property Legal Address: Subdivision Name Lot # / Building Name (if applicable) Block # Property SS tit Street Address �j0 4U kv e 5 City, State, Zip�t � k Lu ► a � /A /h� Owner's Mailin Address es ! �� o f different c ferent from 9 (i above) � �:�t,tCt<C \ ''► v ,� � Owner's Phone Number ( ) ?ML 37 c / Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Vc1. .(It ,_ Date of Connection: nn Side Sewer Permit # .� - L .SC" 1057 )Rev. 2:96) Please check appropriate box: Ili Ingle- family 11 Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) 4 -Plex (0.8 RCE per unit) Li 5 or more (0.64 RCE per unit) No. of Units J Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmi ination of a revised capacity charge. x0.64= Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Signature of Owner /Representative • n 1 Print Name of Owner /Representative F t cj. White - King County Yellow - Local Sewer Agency Pink - Sewer Customer Date Ute'/' 1 <-2 c For King County use: Account # Monthly Rate Six Month' Due Part A: (To Be Completed by Applicant) Purpos e of Certificate: VI Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propos Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name :1O ('r }- iale idle l Phone* 1Z- 1 5 ziy 5 Property Address or Approximate Location: - i . 1 1 `1r ar c' 1 1-..i,v t i ct- Legal Description(Attach Map and Legal Description if necessary): L O - / 0 I_ 9Z- Ci0 9 Part B: (To Be Completed by Sewer Agency) 1. Era. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer on/ - feet - from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ C35 D. oc LFC: $ UNIT: $ TOTAL: $ (55 °° (Subject to Change on January 1st) King County /METRO Capacity Charge: Approximately $750 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required ❑ May be Required AITYE RECEIVED c. Other: NOV - 91999 . PERMIT CENTER ■•■■■■••■•=v 14816 Military Road South P.O. Box 68063 Tukwila, WA 98168 (206) 242 -3236 H -11 Delet-03e0 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By /Vs _ Title - 5-- Date : fi t . }_; PRO.t <•' 2EON . CM. IEON TARY • Manager a N ai Supt. of Records ;CONC. MON. W/BRASS PIN -SET N 1 3o L1 q 1 1c co —090 S I1 •II.19' SET / REBAR - WAIL CAP I TYP. I FEE R.O.S. IN BOOK 88 OF SURVEYS , PG. 272 REC. NO. 9208269015 LOT 4 EAST 1361.70' 176.70. 25.00 - 75,00' re — • _10' WATER LINE EASEMEN ACCESS EASEMENT FOR LOr 4. , • \ 99. g9' - 201.63'. I3L i 4 I �;. e:!, ": SOUTH LINE OF C.C. LEWIS DONATION CLAIM :•; tr CBNC. 40N. .S40.: 4/- W /8RA8! PIN jj_RECORDING CERTIFICATE kRECORDING No: l'Fiied for record this . _ day of , 19 xt . - at M. In Book _of Surveys, page at the request of Eugene Aoroe. DIVISION OF RECORDS AND ELECTIONS "'s \� ?9- w 13 93 x3• ss S BI'IB'1)_! ._. r A'CG31Y9" r e9 W , t_ 1 9.79' �' 9.lJ`'�J /:t 2.7::: n STREAM TECTION i �.,r :` -9--4. / EASEMENT - / — -- -. f \ ` ✓/�9` • 396.48' PRO. • - -- - - - - - -- to LOT 3 134aoo- Flo$ EASEMENT FOR STORM DRAINAGE ANB SANITARY SEWER • WEST 361.63' AAROE & ASSOCIATES 16016 AMBAUM BLVD. S. S EATTLE, WASHINGTON 98148 ' Phone: 243 -5889 N' EXISTING EASEMENT FOR INGRESS AND EGRESS CO LOT 2 134obo 3cn Z 13o53 207.00' - - - -- - - - -- — — I InI WEST 185.17' 75.00• O Z SURVEYOR'S CERTIFICATE /Z/ ?8 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act of the request of Paul W. Houser In 'Dec:, 1994. • e1 • • Eug A:roe, P.L.S., Certificate No. 6012 • eirecl Held mensurearents .e -re m•,d- using Wild Tl6 theodolite and Geodimeler 2IG EDM. • Survey accuracy :neets or exec -.1; WAC 332.130 -0 °0. • - 85.00' S[Op REC. N 0-103E40 LOTI 13140100 - o9oa 130&5 1 -10 he 5 85.00' 35' ; • 15 , 20 In the CON.....ON. W /BRASS PIN -SE COMMUNITY flF1 /FI nPnAFMr Q ti 0 HOUSER SHORT PLAT NO L92 -0099 - ASSU' -iED MERl_:r`t. PRO. = PROPORTIONED DISTANCE NE1/4 OF NW 1/4 OF SEC. 15 -23 -4 CITY OF TUKWILA, KING COUNTY, WASHINGTON sc fiteOVED - ao r. o• JAN 0 2 1996 ONE SHEET ONLY LEGAL DESCRIPTION TOTAL PARCEL: THE SOUTI I I -,ALP OF T'I IE NORTI I HALF OF TRACT 59, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO TIIE PLAT TEIEREOF, RECORDED IN VOLUME 10 OF PLATS. PAGE 74, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR WIDENING OF 40T11 AVE. S. BY DEED RECORDED UNDER RECORDING NO. 5703441. NOTE SCALE: 1'-20' DATUM VAL VUE SEWER DISTf11CT, 0 24" CONC. CULVERT SS 5.59' ' THE AREAS DESIGNATED IN THIS SI TORT PLAT AS STREAM PROTECTION EASEMENT SHALL NOT BE DEVELOPED, BUT SHALL BE RESERVED AS NATURAL AREAS. TIIE OWNER(S) OF THE LOT(S). UNDERLYING THE PROTECTION EASEMENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE. CARE AND PROTECTION OF SAID PROTECTION EASEMENT. AND SHALL HOLD HARMLESS THE CITY OF TUKWILA FOR ANY AND ALL COSTS, EXPENSES, CLAIMS, ATTORNEYS FEES OR OTHER RELATED CHARGES FOR ANY ACT OR OMISSION ARISING OUT OFTHE DESIGNATION OF A PROTECTION EASEMENT. VICINI'T`Y MAP N 90'00'00" E LOT 4 9,873.22 eq. II. g. COn5TIUCT ronrn808Y 5TASILIZCD cansrrucrlOn PIlTMIINCE. 15' IJIIXX 50' LON( X IZ' oerro (6111.) (150 4" TO b OUAflfSY STALLS. SCE DTL. On sHEET C-3. 73'01` — • -� >:;� 587,3'51'E N8o,12.1 ' t_ 31. i1' • 201.62' 361.70' 0(1511r(L AsruALT rOV46EIIT N 90'00'00" E 9 INSTALL AP(110XIf1ATELY 314 or CE DRAINAGE SWALE AS Or rILTCn P05910 PC6CC. SCE OTL. ESTABLISHED BY SURVEY Dn SHEET 3, REF. SURVEY BY EUGENE AAROE — APRIL 1993 04 0380 111NDMA111 Cs TYPO 30 rIn= 95.34- (AN nV. - 90,10 (AS) HOUSIEP SHORT PLAT /-'72-00? NOTES I CONTRACTOR SHALL INSTALL AO0QUATL EROSION CONTROL MEASURES ON CUT SLOPES OR DIUVL YAY SUCI I AS 111'D0OSELDINO OR ACTIVITIES P :500 I.M.\ IMMEDIATELY FOR EARTL 0\V ION OF IIVDRO0 ROVIDE 01.0911C W RLQ000000 01 R 0500K W 1 0,0 I I \ DIIOSI =COLD SLOPES AS 0.1:OUIIt1D 111' 11' OP TUKWILA ,\ 2. ALL DRIVEWAY CULVERTS SIIAI.L BE I'"(ADS -NI1)C I0 °50 MIN SLOPE AND I.0000T MIN. COVER. ADS CULVERT IS TEMP DUE TO SCUCOULED PUBLIC ROADWAY I:I1'ROVEMENTS ALONG SOT11 AVENUE SOUTI I IN 4 YEARS. • J. LOT LINES SHOWN ON PLAN ARE NOT FINAL PENDING SHORT PLAT APPROVAL AL0 HOUSES SHALL TIE EQUIPPED :0131:: 'IRE SPRINKLER SYSTEMS OR SIIA.I. VII IERAISE MEET CITY 00 TUKWILA EIRE CODES RACKCLOW PREVENTION DEVICES SI IALI. 110105 TN. LCD ,'Ell CIO Y RLQUIRERIENTS 0 FUTURE WATER SERVICE LINES ARE PRIVATELY MAINTAINED PER 10190 MAINTENANCE AGREEMENT. 94 22, IC ACCESS Esn1 Ton LOT 4. N 0)00'00" E 207.00' 75.00' %; MOULIN Igfl(DE DIfIVCLJAY ° Flln) TO rfloVIDC 104% ACCC55 TO LOT • 1. 13053 4o Ave LOT 2 8,156,26 sq. 5. Lf L'4 crcr (N -I2) 361.62' ST arm DflglnAyE — EASE MENT -25 L.F. 6" [PEP (N -12) —Cb)1-1 1 I (TYPE II 9= 012401' SIM- 96.10 (A6) • INN. N1: - 80.50 (A 6) I11V. 1: - 87.06 (AS) 9L LEGEND 85.00'' . • E 5157:00 NL':1FE [ASEEM[N LOT 9 9,243.96 eq. H. Jy , e L Cror(N'12) DETEFITIO11 TANK 55 Lf 7Z +C6r (IL ETA.) s= 0.0159'. (AE) sorT0n Or PIPE@ CLOY. 86,93UHNW (A.S) (1.54DCAD STOI NIgK 5909IDED) 5CE SHEET C b TOM TANK DETAILS Pfio0CnrY Line .SLOTLna conroun 110151CD I,NEDE COMMIS STRICT CC.nrCnunT. IOU YRTD Ungln CO TYPO 3a 41( b TILT (n IT) Kid TYPE II COR41 NEW RESTEICTOT YPe II (0(1(HOLC CXISTINL ASPHALT PRVEIT0T NCkI TELT TTOCK00 COnSTf1LGTIOTI erlTORnce UTILITY CRSC6IErT LINE CXISTInL IN000S51 CUI1055 LASCF000T LINE LXISTINL, 5RNITRf1Y 501.1PI1 LINE 00155104 WATER LINE LxlsTinL, sran CUwCnT EXISTI1L3 f10RDIIJEY DITCH SHEET INDEX CI STORM DRAINAGE 6 TEMPORARY EROSION CONTROL PLAN C2 SPECIFICATIONS AND DETAILS C3 SANITARY SEWER AND WATER PLAN C4 SEWER DETAILS od O 2222 NOSTOICT0N (TYPE II' 544) min - 95 99 (AS) ENV. 3 - 81-30 (AS) IN. IS' - 81.36 (Ali) 1119. L'- 0VEfl1L0W ELEV. - 91.18 (AS) SEE DTL. ON SI-IT. C3. 0 1 12 "0 CPEP CULV. 3 98 LPIZ "4 C61P 3 EXISTING FIRE HYDRANT fV z'- 18.55 (AS) $= 0.0899'/, (AB) PACIFIC ENGINEERING DESIGN INC AS= AS' bUILT . INFORMATION BASED ON FIEUC FIELD SURVEY DATA BY I - IANSEN SURVEYING (5 -I'96) . \ I 1 ) l � W 4' L1100'L LanL1IIZ' 00114 LIUHT LOOSE (rMAP SPLASH PAD. COISTNUCT In EXISTIOLT DITCH LINE. j - � 110NI90DC CX. n0ADk1 '? DITCH (106 "-) TO SOUTH. DITCH TO DPYLII9NT. nOUflAOCD DITCH TO 50 It' 6111. DEPTH 5906 HEW nro LOCATION TO DAYUI4HT. RECEIVED MAY - 31996 QO TUKWILA C() PUBLIC WORKS I \ 0 0 AS-=-,e> U/.!) 53 F /EG,o' SUKVE rNANSEN SLIRPE) /NG ' aE, 0 0 0 Z Y LL cc 0 LL W N D 0 I 92 -75 PROJECT NO. DGS DRAWN BY 8 -2 -94 ISSUE DATE 10 - 27 -94 SHEET REVISION CIVIL ENGINEERING AND PLANNING CONSULTANTS w 0 Nation Wide Toll -Free 1- 800 - 848 -5421 SOUTHCENTER (206)244 - 2480. 14975 interurban Ave S. BOTHER (206)486 -4631 . 22833 Bothell Everett I Iwy SE LACEY (36014(8 -194(1 . 1222 -AI Carpenter Rd SE OCEAN SHORES 0601289-3157 . 873 PI. Grown Ave N. sNN Pate &x,' '''r•LiNag;t44IvOetalt [)ra wtl AN Sheet 1 The Flan Store, Inc. Peserves All Legal Rights To Material On This Sheet - Subject To Criminal F'r cAD "ALDER NOT: USE THIStDRAWINii SET FOR PERMIT APPLE TRN PU!. f-f agNIII1111111111=111= P1 RIGHT ELEV. 1/C" • • Acemtrsiotor Note - AJ lirnettsjo ns Dhall Cheoked And Verifte0 rrior To Construction. f 0 r i L_J le _ 2.4," ti Vera r ar•••••••■••• rms. REAR ELEV. 1/8" PZ.O0,/t-/ NUi EL _ TI LEFT ELEV. 1/8" COPY an Check approvfo •J omissions and approy.: ct 1 / .4-T1 Luthato the violation of any or oninemili Receipt of contractor's D9e, 440 pe.,ft No fo od 1;' r /, . - . • L : • - ' • - - - - THE PLAN STORE INC. HAS TAKEN EVERY Ei-- TO lNSUF THE ACCURACY OF THE ATTACHED DRALUINC-S, HOWEVER' 17 15 THE P.E.SFON5IBILlir OF THE CON'ir...." ACTOR 70 CHECK AND VERIFY ALI DIMENSIONS, AND CONDITIONS FRIOR To CONSTRJCTION. - - - -------- - - -- HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINL'1 VISIBLE FROM STREET FRONTINC3 STRUCTURE LATE PERMIT FOF% LtrMECHANICAL il/LECTRiCAL C:1'/ ...\ -:1 D L L 0 SE I Sri I ZONE: 3 WIND SFEED: S mein WIND EXFOSURE : OCCUFANCY: /J<.S. X'ASC/A - 5/4 "ic 4" CoRdveg. \"//nic 5/ -or r °per /0/../A L. SA./ CITY OF TUKWILA /*LA e APPROVED MAR 1 5 1q99 NOILD 1331 F 6 iI\Ta -r biagol\T — Dq8-030o 0-40 /Ca Sy OW ■••■ RECEIVED enYOF TUKWILA NOV - 9 1998 PERMIT CENTER CIE BUILT IN REVERSE IL 2 LE' C) C) C C COPYRIGHT ) !no, Rev 0 5 Plan Nur*er .P-110596 he Plan Store, Inc. Reserves All Legal Rights To Material On This Sh eet - Subjec i 7 /- -- ( j d' F':l I -t PZ i — 04 Y.3Co" CRawL SAAce Access ".1 +G %l:' —u— .0 /O x /F ' p . (Tyr-) ,% F) P r - CRAWL 5 'Aca —^-° 1 ' ""1 w /- Co MIL V 5 cat�� � N (P ..0cx) in GszouN D CoN /B e.. I- O G N h ) n ' in r PIQ -oo "Contractor Note All dimensions Shall i3e Checked And Verified Prior To Construction. 'Ma o Criminal Prosecution. SD' 0 Lo / Ca ", For-) Var1r5 L o As SH own/ J Go'- O' 2'- 0" FOUNDATION PLAN 1/4" r u To Reorder Mans 1- 800 -848 -5421 GENERAL NOTES • ALL HEADERS TO BE: 6x9 DF°2 OR 6x6 DF"9 (2x6 STUDWALL$) • ALL EXTERIOR 4 GARAGE WARM WALLS TO BE 2x6 STUDS. • CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. • SEE SHEETS 5 -I THROUGH S -4 FOR CONSTRUCTION AND NAILING SPECIFICATIONS. • ALL INTERIOR WALLS OVER 5' -0' REFER TO TYP. INTER. WALL 9HEET S -3. • GUTTERS t DOWNSPOUTS TO BE PROVIDED AS REG7. BY CODE. • DBL. JOIST UNDER ALL PARALLEL WALLS (If over 5' -0' of 6' -0' that do not attic* over walla below of especial beams) AND NAIL TOGETHER WITH A 16d AT I2'oL STAGGERING BETWEEN MEMBERS. • ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUDSILLS FOR WASHERS AND NUTS. O 1 - Flan Number P- 110596 0 NOTES: L ALL FLOOR JOIST TO BE 2 X 10' i " 2 e 16" O.C. UNLESS NOTED OTHERUJI5E 2. BRIDGING NOT TO EXCEED S' -O' O.C. 3. CRAWL SPACE TO PROVIDE MIN. I2' CL14. SOIL TO BEAMS, MIN. IS' CLR. SOIL TO FLOOR JOISTS TYPICAL. FOUNDATION VENTILATION 6 "x16' SCREENED FOUNDATION VENTS .61 50 FT. 175 • .61. 12 PROVIDE /8(6 'x)6'/VENTS. fQJ.p SC1 FT. REd. VENT MAY REDUCE VENTS BY 10% IF 6MIL VIE UEEN(MIN.) IS USED. CITY OF TUKWIIA APPROVED MAR 1 5 1999 AS NOILD BUILDING DIVISION 0 0 CITY µ�� 9 199 R COPYRIGHT ©/99(c Man Store, inc�,TC TE 0 0 a 0 0 0 4 12 -9(,, Prawn AN Sheet The Plan Store, Inc. Reserves All Legal Rights To Material On This Sheet - Subject to Criminal Prosecution M ore 4 • I J4 LLB C s /g° f / G,tlI /ti IEEURI 1 M.BDRM 0 SD e °7 A oq p J I t)° 7 FaND Contractor Npte All dlmen�lor a ShRll 06,Checkr{d And Verlfi,vI Prior To Construction 3 v 2„ 4 °5° P) 0 DEN /BDRM LIVING eordgr+plans - �r +� r sl' t�z�F• +s SER v...(v 84e. GENERAL NOTES • ALL HEADERS TO BE: 6x8 DF OR 6x6 DPI (2x6 STUDWALLS) WARM ALL EXTERIOR s GARAGE WAR WALLS TO BE 2x6 STUDS. • CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. • SEE SHEETS 3 -I T1-4 L JCs 4 5 -4 FOR CONSTRUCTION AND NAILING SPECIFICATIONS. • ALL INTERIOR WALLS OVER 5' -0' REFER TO TYP. INTER WALL SHEET S -3. • GUTTERS t DOWNSPOUTS TO BE PROVIDED AS REQ. BY CODE. • DBL. JOIST UNDER ALL PARALLEL WALLS (If over 5' -0' of 6' -0' that do not stack over walla below of special beams) AND NAIL TOGETHER WITH A 'be/ AT 12'o� 5TAGGERING BETWEEN MEMBERS. • ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUDSILLS FOR WASHERS AND NUTS. SMOKE DETECTOR SMOKE DETECTORS TO SE INSTALLED IN ALL HABITABLE ROOMS. ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL, FLOORS. HOT WIND a INTERCONNECTED WITH BATTERY SACK -UP LOCATION MINIMUI`t 25 WC.. FAN C)) i® S4TI I! Oc 1 FAN(2) 50CI9`f L4 1O 'r FAN (J SOCFM ILFIOL5 HOUSE FAN 0 50CFM (1 -2 bedroom,) (choose one) �SoC -1 (3 bedrooms) 0 1®mcFM (4 bedrooms) 0 120CFr1 (5 bedroom.) ��yk NOTE: CJOGFM WHOLE NCUBE FAN WITH 24 HOUR TIMER SWITCH HOT WIRE AND UNDERCUT DOOR FOR AIR PA88AGE TYPICAL. fVINr AIQFA MAIN FLOOR UP °ER FLOOR: LOWER FLOOR TOTAL: GARAGE: STORAGE: GLAZING: CITY OF TUKWILA APPROVED MAR 1 5 1999 (;S NOTED $UJL[aNG D1VI53ION )76,9 5oi Pr• ATTIC VENTILATION CALCULATIONS ATTIC AREA ATTIC AREA DIBCRIPTION VENTILATION REQUIRED VENTILATION PROVIDED TOTAL (� \ / \/ / E n/T,RE FZoo= 2253 PT /44/.1 z - / /3a0r N IDe,I, / P 13(o FT EAvE VE.v7 ° 61.31,,..? vs /2)24 " L�aS�ve., -= 900,-, /5'39 /L N 0 NOTES: EAVE VENTING TO PROVIDE 4.1In2 PER LINEAL FOOT(PLF) RIDGE VENT TO PROVIDE I8In2 PER LINEAL FOOT ROOF JACKS TO PROVIDE 641n2 EACH MIN. 24' Q� ■45m1n2 ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING In2(MIN.) 12` 4)=113in2 RE9Vi la1LA The Fan Store, Inc. Reserves All Legal Rights To Material On This Sheet - o Criminal Prosecution. M= 'D Tguss o.c. 0 L-. VIB-o380 4y L 1 Z2x " ATT /G !�2 TFZVSSelS c3 24" OG• �lT I 1 1 11 1 - I II I I 11' • "Contractor Note - All dimensions Shall Be Checked And Verified Prior To Construction. 3 /C << 11 1111/ � ,Rra - 1"2U5.S Acc =55 Dema /NAP 'D 6O'ssoR - iDeo55Fs OE 24 - "OG. L R O O F P L.. A,. N 1/ 4* r To Reorder Marie 1 -800 -848 -5421 — Zx Co" R.AF / 4 Cc u, 74a/srs TfzUSS NOTES SHALL CARRY MANUF. STAMF' 4 BE INSTALLED I BRACED TO MANUF. SPECS. WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCS. SHALL I -IAVE DESIGN DETAILS DRAWINGS ON SITE FOR FIELD INSPECTION. ALL BEAMS I HEADERS TO BE bx8 OR BETTER UND. PROVIDE SCREENED BLOCKING OVER SUPPORTS, SHADED AREAS • FRAME OVER ROOF NOTES: MATERIAL_ Co/.�r✓oS /T'/Onl PITCH: (. : se OVER} -IANCr 24 FASCIA: I x2E,` 25. CarDAR. C F>? (BoTH 5, DES) CITY OF TUKVIL4 APPROVED MAR 15 1999 11011:0 ui ,a UVIEiON NOV -91998 COPYRIGHT Orrto The Plan StoroERW!T'✓E m 0 12 -9G, Rev Drawn A Sheet 5 The rIan Store, Inc. Reserves All Legal Rights To Material On 11 , f "beet - Ou Ljcst To Criminal Prosecution. Perli3—()X0 (rn� �r= 7rrTa_u 11f urc�� if SEc r cD d THRV 1/4" Co,ipo 5 , - r ror+ /Zoor=/ °/ 15 "CD)< PL SHEATHI 0/Z 7 / /(c D Srd CC < OvER poSED 50/=P N1F'D T2v5 e 5 e.4" D.C. (SE RooF PLAN) R 6p- rr=vs.../L Ayr/ o../ (FLAT CE R -3D 3Arr SNS✓LAT / ors/ C \ /AU r - r CE rL 5 /1?," Ewa C NO7E = SEL FOVNOAT/oN FLA/J 4 'S" 5NEai"r'°' FbL 6'TA I L S 46" Spec/pi c AT/ qN � C 0 m a_ 0 ci 0 U H U 0] 0 N m s 0 1-� /x8 R -S. CEDAR FASCIA w/ Coni7i/vc-le%J5 METAL. GvrrER - - PLANK %TyvEK p D T 4//jCa OK 7/, " o5B 2x GZ4" OG. R -•jr j SAYT Z UL AT/oN z "GWI (7Apr* /sN CITY OF TUKWIIA APPROVED MAR 1 5 1999 AS NOTED ESUILUING DIVI3:ON 3/4" T4c PLyw oon 5,a FLOOr4 (SLUE h/A,L) 9 '/e" &C.Z PLR 7015-r IC0' OC- OR Zx ; e BAT I,-i Liz-,AT/ o/./ er osli - 919 ' ND � 9% CSIO POOT 1 Aire CRANE DIBtON. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL 049 THIS SHEET - " APA HANDRAIL - OR RAILING I6 d *12' OC 10d • 6' OC. MAX 8d 6 ' OC EACH 4' PETE. DRN TILE SET IN GRAVEL GRADE IF STEM 4 FTC. NOT MONOLITHI0 USE '4 DIA. (VERT J REBAR • 1[0 /' J KICK PLATE / - - - FLOOR JOIST STAIR SECTION° -- -RIM JO19T f' 3/4' T+G PLT 91 :'R 09 8 / -R -19 BATT 1+14 / - - FLOOR JC PER PLAN 1/7 DIA x I0 AB ' I .r, LN LA . P7 P9uO 1 .... P0' . 114 MIL. VISCUEEN (E.1.b040) VAPOR BARRIER 12' CLEAR BEAM TO EARTI, 18' CLEAR BOTTCt? OF ;0191 dn11 TO EARTH TYP. ONE STORY FOUNDATION@ /` S, / MIN -7x17 STRINGERS _ : `�if x8'42 r :Yr. PE 7 M0 TT1 -1 J IU "d -L /CLOSET OR STORAGE BELOW STAIR - -- or rod MAIN FLOOR LINE 1YW03 - AE Come $ 9684 9.. 0 . 4 0. 41 Ana vdS•d F(lo .. To Conaluetlea SUBJECT TO CRBINAL PR0$ECUfCN. 2x6 STUDS • 16' 00. 16,7 • 0' CC 0d+ 4' CC 861 • 4' 00. MAX uL+ERE BRICK vEN - PROVIDE 4' LIP 6' 'UNDER JOIST GRADE L 64 8 7 - •4 CONT REBAR 1 44 - REBAR L NAUop.AILS :JYJULD Nor PMOje4T 1 RC. 41x8 THE RC67UI{ZcQ ' /9" K - WIDI}I ( 343JLD N4ve. 4 SrAGL' 4F Aar L.Ph' TNA4 1 terkle JJ THE T14a, 44 b66AlL. - 5ELT4.t'J 4 v , ICX201 "4 2. THE. 1-1P,1 -1 ° W P 3 OF NhHORA1t - '� ' HcUTA NOT r Ltf> °.> TrIP}1 I 0K MORE T1 2 ' 141 042 - cEGT10, -lb.L. C�ML1151R.1 - SEG'10J Ic NA1J0RA L.6 11 GJ126 RG?11W -1420 c+K s1 AJLd - iEIZ; 11rL. (41 )JEWEL Ftx-r 012 b.-421T TL - SEGTIOFI IAA: PIKE 1.42124 FIRE D:se.x.+-112 N Gowce.^ +SD Sri --61, 06.04er i 73 "42 9 . 1 -yECt6, Ar THE TOP 1 aelr4.1 4 "F 114E R0l.l L e,e:rwE641 641 Lim THE. (8114 OF 6TAI42•j Ir THB :4+^U U'4042# THE 'AI#3, , FLOOR ONE UIJFI4( • i(O'00 (VERT. -FLOOR 40197 DBL JC19T -- LEDGER 16' - RIM JOIST 3/4' TAG PLY. SNT. OR 0.9.5. - -- R - 19 IN5 _ - FLOOR JOIST PER PLAN 5/8' DIA x 10' A$ .-V MAX. 0C. 4 WITHIN 17' OF CORNER. 11.10 1 '1' EMCF.ta-'IEI. }r 2,6' P.T. MUOSILL 1 - 04 G0JT FOR 8.4/44 OP .6 MIL. MIL. v160UEEN (PL " 1. ) VAPOR BARRIER 2 - '4 CCNT. REBAR TYP. TWO STORY FOUNDATION O -ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS (THEIMIAX IN9UL. W/ EGIUIV. R -VALUE TO BE USED IN ATTICS IU -4ERE CLEARANCE NOT AVAIL. FOR BATT) 1/7' GWB (TYP.I 1.1444 �'/t+2 742. 1440812 - LAY7 14,'4.0 - GLUE 4 NAILING (100 • 6' O.C. EDGES 1 BLOCKING. 10' D.C. FIELD - TYP.) ID. 32/16 R -19 BATT INS. W/ v/3. FLOOR 40161 PER PLAN TYP. WALL SECTION° 04-1. PER PLAN -2,4 STUDS • 6' 00 - -- 2,4' P.T. MUDSILL - 1 W/ I/2' DIA. x 10' ABS. . ' ..' - I ✓ +. -'. • W))1174410.116ar -).. 12 • OF kU. FOR 4' CONC. SLAB OVER 4' GRA L FILL 1.1/ 4064 0- 412- 1 44421'N 1 W.41 - 1 141 54-^b 4 4 , ./•IZT E- IV O/ (r) .4 ca411 Reg.-se DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' 48 . PLATES • 51-IEAR WALL OvER 7' WIDE TYP. GARAGE FOUNDATION° ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST SEE FRAMING FL4.l.I � 4 ELEVATION 4.1 I-1I1 "/ILO" 4424-. RATL'o 7 NE4.T11iU O, - 15.41E1- PL4cEA 4 TO p OF F1zAMl hJD I.I, .1 84,L. D - 101,1T BY HALF' cpA446 - Le4.1 ALL E./216e4 12 ?flew lYP1ll -L- U41LE�3� HOTE R D 0IT.i x 41 8 56 + W/ r86T AeWE - TYPICAL 4. O F0 -' -1 .AIR Ct.I`rL2. 1' SPA-CC TV E><TP}JD x-1141 1a' Aeove, IH'.- IJLl.T1C3 -I •11"IP'a744 N2.5 14URRICAHE. T C. 042 N I L_ 4'0' 20. -TYr 0 2x DIKD DLGCK6 L1 /6e-- AGe41 - 1 -4 C NAIL- W/ (22 ( IIO2.. eA. 042 6AT171Wb v . 4 , 1 -1 JG C U " O0 r1..)‹ 1x8 R5. CEDAR FASCIA W/ CONT. MTL. GUTTER - DBL. TOP PLATE HEADER - PER- �- 4141004.1 - PER f�"� /Zx 1211 _4057 EXT. WARM WALLS - 2,6 STUDS • 16" OC. OVER R -19 BATT INS. W/ VAPOR BARRIER 41/ 1"1141. 1 /14/' APA f24aT£D IC.>.THI4Yo ( 4- 4 FeRR FEt1 DET41EaL1 5 IU 0.1 - 547 TU I 64z. TYY'IC+'.l_ A.LL 5XTttlOTZ 4141 L1 M 4.7E se-+♦ - /6,I roR 1 x7124 '1- r-cu1c -.11041 NOTCH NOTES. I.I . - '1":P. A�i ,f Ty1 -M R qq�,J T}L�� 4,J � u 2 INTERIOR UJALLS TO BE 2,4 CONSTRUCTION TYPICAL EXCEPT ' •- 'PL416ING 1 GARAGE SEPARATION 42141171 -1 TYP. BASEMENT SLAB() STEM WALL - GRADE-\ 6 L 4" 8 " 16" 4" TYP. BASEMENT SLAB MSS tiiiiiilW Al z r lave r ILI - r'c1.1 �I ert 5L-4c O✓rK 91TWD 426614 /Ux(/- 1.121. 1,11.44 141 x. 42' '*1'' 1 176'0 T FvI- - '(1L�GLIE.) ($)- ?'( 42t.e.KR- 40RIZGSJTAL- El+ mez .a. a IU ac. (2) 4 -\ . ca4n 1UO(J 7 -2x6" P.T. MUDBILL 11/ 5/8" DIA. x 10" AB. 41)-$4 /0 1 ram 6.44.4 THERMAL BREAK 4" (GCONC. SL OVER 4 2.1 W21 W.14M / I U i15s.p `R -10 RIGID IN8. • PERIMETER 3 O 7 '4 CONT. RE15A6 PE1 SUPiM ITTAL�T041 OR IHy41 Yj - HOL'LI i B g sU-) RPOt"I. P SPI- LG ST212.. 7 ?xi' CLEAT (EA SIDE) OR SIMPSON MTL TIE (PC TYPE) ppQQ�Q!p,7' 4 42- x 6 6 OT�z P ��I EA -pcTH • '60 FELT APPROVED ' 1 5 1999 GRADE AS NO71.D CONC, PIER -PER PLAN SUI7J7lv'431 N - 4' M1L VIS4�1EEN' C LDI l L'..4< G i a1L.i") C ppY OF T � 14 ' TYP. POST 4 5EA1" I E I Nov' - 9199% aalwao PEPN1 C ep 1 .1. • :1 a4l�Iu"a6 xkCL �Lk+'k4. NriIC 1'444,4 NTEJIOR BEARING IUALL.ON 5 A8 CRANE DESIGN, INC RESERVES ALL LEGAL RI HTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION (M41 VAR' • SEE PLANS) CO'IJFIIIUou't, 1-1eAn5R O{2 5Tv2 ) JOIL!F(HE -ADER PEA PLA-4 CaLUMIJ JJC Pp Q MULLIOI- NGaDE,R CANIJ ROY IOIJ - - - -- 9E-E. ' More SILO - -- - -- (2)1x6 — --- I,V'.1DIJ JOIF�i- 7.6 STUDS • 16' 00. -- - - - T CLIP e 1 c,4 G`aTNB16 13 I'LS4' Gd e ((EA CCt t ) T. Cr O.G. r� 1.11 � : I 7 LL e0 4.5, C1 a kEC Itod e FT .' T 6e Et' kim OR f'OUI-IDA-TIOFI TAIL 'A' L TT rELT OR '( II AIT5i7' ED e.ALJ121 O.EZ- - 2.0 'STUD LLALLL, SOLE PLATE NAILED W' 16d • 0• CC S TAGGERED PROVIDE BL OCKING • RIM JOIST - _. Rlr +. I FLOOR JOISTS AS PER' L FL T. SPLICE SHOULD BREAK ON COFR'!CN r1Er1BER Bd • -L OC. • SOLE FL ATE RIM JOIST I TOP PLATE DEL TOP PLATES 2,6 5(4C WALL BATT INSULATION (T`P) 0' x 10 AB • 36' OC h1 2,6 P T DP MUDSII. L Bd • 0' 00 1K -} RE11FI ca1Jr IJ021Z e ✓I O.G - -'-_-- - -_. O4- /CRT e ILO CO () FOUNDATION / RETAINING WALL (to' to 4' -0' 14k244 W/ •Nr IwLL) FL11zOzE0 WALL 1- 1� I11sU1-- 4- Co0• 7 1- W /u'.co W21.WDI 41 W.M. 0 4 ' e. WAVEL FILL THERPIAL WREAK R•10 RIGID INSULATION 7 - •• DIA CONT 3' UP - 3 IN NOTE: '0ARA IL L°ACKFILL •-1 EXTE -PIOiz -41.LL IJOr EXCEED A HE 4JT aAzEArtiz 1l-AJ -I 5D At'T/L', Tar pr 5LAC AT INTEEIOt FLE /, U11LWSS ELI W.IdeeRED OtT/H S rsza/Ibe.b 2)1!4 o h — CRIPPLE* NALEP IU4v Ur IV, R2'.lr W /I(rde4 etc, OIVC41A - r- rEiz t0'" aF 4AEJ 41AL.L ce_ T'GI In - - - goo' TNIocei - 1EO EQW"t <__SLOpe 3_ f - TTTT =TTTT =TT 1 I =III}- 2 1 U l ` -Irr-OT r s ati1 = I I I u c011nItu o rob JG - 1 100111 1111__ II11 �1111— = 1111— CLIJT11JU 205 F>%VT11442, - D¢A4I.I °GRADE BEAM AT GARAGE 5/8' DIA. x 10' -- BOLT • 36' OC W/ 1x4 PT MUDSILL S /8• DIA. IT 10' - - 4E. • 48' OC. 3 STORY (WHERE PLTWOOQ USE 5/8' DIA. IT 10' BOLT • 32' O.G. W/ 2x4 P.T. MUDSILL) •d C!T -IT: , UP 2 - p1A, 3' UP 4 2 OR 3' DOtL14 ON- BEADING SNEAK WALL FTG. - -2x6 STUDS • I6' CC. • 3 STORY, 2x4 • I 4 2 STORY -- 4' CONC. SLAW OVER GRAVEL FILL i.. -1-.121 wW2.1 4.114 (O MIL. VISOUEEN W/ I' BAND OVER • LIVING AREAS TCP PLATES -- NIADex r z PIA LL ;2A er.LT TM LEOr.sES Ao r_ACR!X °DETAIL \ (O I � F 11 k11 M LII-t O '�E'A�III UR FIl1FIL611.J Q TYF'. BRICK COLUMN AT ENTRY WOOD STUD FRAME "- '- -- WALL S. TEA Ti ZING - - - - -� 1' AIR SPACE - (25) NON - CORROSIVE — METAL WALL TIES SPACED 'a0 As Nor 70 stirlwer dor Hoge: TNAIJ 2 5 , SLI ,eF axe )LL' 2 41.1 c w+ F'om'1 r0 11rbG. SCG I�I(7 WOOD JOIST --� SYSTEM CRAM. SPACE OR EASEMENT -4' BRICK VENEER -- -- SOLID GROUTED coRE maklg I" SEE 3 ' 1•4111'TUI - - -- -(') A4- V53Zr TIED LV •2 TIES G 6 O.C. 41/ H ALTEIO LATE @:'K5 - Tn,L- I�.gq E" IUWAD 01..8_1411-14. re, c4.l L y I v ‘ -left a 5I -1 IP ' LLL . R Fdx C O cR. 3 = U 7 SUP 4C4 WALL L IS-lEetL Ce'(6ND )rr(Jlkl,-, /' 4' x 0' x 1' BRICK 4 1 Go, .JIF rtes 11 R .1 o�. s J Jap NL/HC Sr,'-Gi IN TAN DIREG L 2 OIL • VEIITTCOL - SEAL WITH TRIM CR CAULK 3/8' DIA. WEEP HOLES 2' (1]15) S ST C STEEL L l o U -sR ra RBST Ja14.fT ' MOXTA1e C42.1 1K 'r-IEEK- ELEVAJTOJ I E I'11411ML14-1 'r (ix U ° POST 41/ A �' A JI L .IIz . 1 1 e V e lzrcoQ. CITY OF TUKWILA APPROVED MAR 1 5 1999 AS NOTED �bUILGII'dtii LUVI3ION FIEDENED ILA 404 - 9 1998 E h1ii�IMU PERM11`;CE ER MA S .4e (MANE DEMON. INC. RESERVES ALL LEGAL EIGHTH TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION GENERAL NOTES: I. CRAWL SPACE VENTILATION. MINEEET NET AREA, I EGO. FT. FOR EACH 150 SO FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL AND 51-L4! L PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 7. CRAWL SPACE, INOBSTICJCTED ACCESS, MIN. 15'.24•. 3. ATTIC VENTILATION, (/150 OP ATTIC AREA OR 1/300 IF I0 IS i J SOFFIT AND 10 15 3 ABOVE PLATE LINE. 4. ATTIC ACCESS MI11 27'x30' ILIITH MN. 30' HEADROOM 1N0158T IRJCTED. READILY A rESSIDLE OPENING. o. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 'S SOFT. OR GREATER A MECHANICAL VENTILATION SYSTEM. CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR SHALL NE PROVIDED. 6. VENT DRYER BA`H FANS, AND RANGES/OvENS TO THE CU'SIDE 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIL I HR TAPED AND FINISHED. GARAGE AND EASEMENT SUPPORTS TO NE ! HR (S /S' TY PE x CR FOUAL ril0. E) S. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT N4CXIN S. EGRESS IN EVERY SLEEPING ROOF! SHALL HAVE A MINIMUM NET CLEAR TxtNING OF 5.1 SO FT. THE MIN NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN, NET CLEAR OPENING WID'H DIMENSION OE 20' BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR IO FIREPLACE CODE COMPLIANCE PER UBC. CHAPTER 31 -S,AND LOCAL BUILDS DEPT ALSO REBAR AS PER SEC. 3102 II. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16 FROM THE FRONT CF. AND AT LEAST 5' BEYOND, EACH SIDE CF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SO E7 OR LARGER THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT CF, AND AT LEAST II' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CCNC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING I.. APPLICA■ION AND INSTALLATION CF INSULATION AND VAPOR BARRIERS SHALL C-O TPT.Y WITH THE IEEE4 STATE CF WASHINGTON ENERGY CODE. 13. GLAZING IN COMPLIANCE WITH 6EC.240•a, NEC STANDARD NO w ,. 2 AID WASHINGTON STATE ',(A SAFETY GLASS LAW EXCEPTIONS ARE AS OUTLINED IN SEC OCD NBC. 14 GLAZING IN LOCATION SUBJECT TO I -HUMAN IMPACT SUCH AS GLASS ON DOORS. GLAZING WITHIN 12' ON EITHER SIDE CP A DOOR OPENING, GLAZING CLOSER THAN ID' TO A FLOOR 5NOLER DOORS, AND TUB ENCLOSURES SHALL Be GITMNCtT , TEMPERED GLASS, LAMINATED SAFETY GLASS OR,SHATTER RESISTANT PLASTIC, ov-, Hlr.l atlrl /o..Lap 60.61 Rn •M )..,ITS. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING. LAMINATED. CR TEMPERED GLASS. 4 SHOVER ENCLOSURES &HALL DE APPROVED WIRE REINFORCED, TET CR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 11. GLAZING WITHIN 1 6' Cr FLOOR AND GREATER THAN M LEAST DIMENSION SHALL O.C4 WITH IMPACT LOADS. SEE PLANS. IS ALL F.)TERIOR WALL GLAZING SHALL DE DOUBLE GLAZED AND SO WITH WASHINGTON STATE ENERGY CODE. 4,9 TREATED 43000 / ItE PER UDC SEC. ZSI.I 20. THIS OFFICE A654PTES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS CF THE SOIL. NOR DOES THIS OFFICE VERIFY THE' ACCURACY OF THE ENGINEERING DATA SUPPLIED NY OTHERS WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD NE SUPPLIED DY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY Cr THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, NC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FON THE USE CF THE MATERIAL THERIN OR BE SUBJECT TO LEGAL ACT'OJ BY CRANE DESIGN INC ENEE 'Gl' NOTES: ENERGY NOTES PER IS64WASHINGTON STATE ENERGY CODE PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R-36 CEILINGS WITH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WITH GAO HEAT R -30 VAULTED CEILINGS R- IS WALLS R -IS FLOORS OVER UNHEATED SPACES R -I0 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24 UNDER SLAB 0-.4EN CONCRETE FLOORS ARE WITHIN 12' CF GRADE. ALL GLAZING SHALL NE DUAL GLAZING AND SQ. FT. OF GLAZING SHALL NOT EXCEED 21% OF GROSS FLOOR AREA FOR GAS I HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED. CAULKED OR WEATHERSTRPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALT. BE PROPERLY INSTALLED N ROOF, N ENCLOSED RAFTER SP: CES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED A• MIL VISOUEEN GROUND COVER LAPPED 1' -0' AT JOINTS ANC' EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). 14v Ac EQUIPMENT SHALL. 5E SITED NO GREATER THAN 125% OF DESIGN LOAD AND. A MINIMUM RATED OUTPUT OE 15 %, THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROAN SHALL HAVE A HEIGHT SETBACK FIREPLACES SHALL pE P'R0■i1:50 WITH A TIGHTLY PITTIIJG FLUE DAMPERS. B. READILY ACCEEIBLE MANUAL OR AUTO CONTROLS, SHOWERS SHALL HAVE A PLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX CF 3 GPM PER SHOWER HEAD, WATER HEATERS ARE REWIRED TO BE LABELED AS COMPLYING W/ NAECA 1581 ELECTRIC WATER HEATERS LOCATED IN INHSATED SPACES SUCH A.S GARAGES TO BE INSTALLED CN AN NCOI•IPRESSIBLE INSULATION (N -IE MINI. •OOMTNAC'TGM NOT! - AM DIEEME au . And VMS'S Prior To Construction. STRUCTURAL NOTES: I DESIGN LOADS A ROOF LIVE LOAD 75 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PM) (v IFT i, I D. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) W PETIT � _�> C. SEISMIC ZONE 3, V•014 D. WIND LOAD 22 REF E. SOIL NEARING CAPACITY 2000 PSF ASSUMED SOIL REPORT REOD ON ANY QUESTIONABLE SOIL 7. FOl54DATIO45 A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT D POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. I VERIFY ) • UNDER FLOOR SLAMS CO FILL TO 95% MMO. 3 CONCRETE A FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2500 PSI) MAXIT'TTZI WATER TO CEMENT RATIO, 5 -V2 SACKS Cr CEMENT FER CUBIC YARD CF CONCRETE AND 6 -3/4 GALLONS WATER PER S4 LB. SACK CF CEMENT- 2500 PYj1 ASSLMTED COMPRESIVE STRENGTH AT 78 DAYS. E. SACK FTIN/CiJ,. TO D MINTER" COVERAGE Cr STEEL. 3' BOTTOM). 2' SIDES 1.1/2' WALLS FOR SOIL SEE CODE WHERE SOIL NO PROBLEM. C. SEMIVN.L.E•Jr FEdlo p1SESSIEEE, MII S5 rE, 54/_, ro= T, 4 REINFORCING STEEL 8 9 A ALL REINFORCING STEEL SHALL DE DEFORMED, INTERMEDIATE GRADE. BILLET STEEL. 45Th A615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT B SPLICES. WHERE LOCATED AND APPROVED SHALL BE A MINIMUM CF 17 INCHES (7500 P511 OR 30 BAR DIAMETER (CONC. • 7000 PSI 40 DIA.) C ALL REIN - FORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION D WELDED WIRE MESH SHALL BE AST11-AIS5 S WOOD A. PER NEC SEC. 2'SO4 B. JOISTS AND RAFTERS, 7' NOMINAL 1NF 14021KD, FD -1190 PSI. FOR REPETITIVE USE. USE DE '2 IF SPAN OVER 11' 02,12' • IS' O.C. SEE ROOFING PLAN C. BEAMS, HEADERS AND LINTELS: 4' NOMINAL, OF NO. 2, FB -PuiE PSI - OR HE NO. 2, FE, • p'-40 P51 ,I NIO.I. FB= IGY�gI r)o. 1. F2= EP FE,1 6' NOMINAL. OF NO. I, RE -1350 PSI. OR I0.90 PSI 15 IF'I, IMF MJU .2, FT;, E , LIF IJo.2 F$= [e-T3 EE 6 D. STUDS 2,4 OR 2.5 I GRADE'/ Flo-1300 PP FOR REPETITIVE USE. FOR 3 STORY BLDG USE 7.6 or 3x4 • 16' cc, '2 DF. E. GLU - LAM BEAMS 20F (Fb -2000 P61) OR 245 (Fib -2.100 PSI) UNIT STANDARD 23 - SABLE.TN223_U-L• 1 CART A'R'T UG.G USE 24F -V2, v3 OR EOJAL (VISUALLY GRADE WESTERN SPECIES). 514. PSI, Fv.I53 CR *5 PSI WITH ExTER/OR GLUE OR IF SHEAR TYPE BEAMS (SHORT SPAN HEAVY LOAD) MAY USE 20F -v3 OR EQUAL PE •2000 PSI, Fv•I6S FY1 F SEE PLANS FOR PLYWOOD. 6 STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL DE ASTM 436 NEW. CLEAN AND FREE CF RUST. PIPE COL SHALL BE ASTM .53 GRADE D OR ASOL A36 STEEL (ALSO:) 1 STRUCTURAL FRAMIT -W A. FRAMING TO NE IN COMPLIANCE WITH um,. SEC. 14EIG ETC 2405. , 2 32 '✓ B. PROVIDE NAILING !N ACCORDANCE WITH UBC SCHEDULE 23 -I 1 •F,.. S TRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN NAILING SCHEDULE AND OTHER GENERAL SPECS. C PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AMID NEARING PARTITIONS D PROVIDE BRIDGING OR BLOCKING AT MID -SPAN O' ALL SPANS OVER 8 FEET. E USE APPROVED JOIST HANGERS WHERE REQUIRED. BRIDGING IF CEILING UNFINISHED. F ROOF TRUSSES. SIZES TO BE VERIFIED. DETAILED AID FABRICATED BT TRUSS MANUFACTURER INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST NE STAMPED BY LIC- WA. STATE PE. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OvERLOAD TRUSSES WITH BUILDING MAT. 4 ' O ADEOJATELY BRACE TRUSSES 5T1JD WALLS A USE 2.6 STUDS AT I6' O.C. PER UBC 14510• 2303, 2320' P. DOUBLE TOP PLATES SHALL HAVE JOINTS STEERED NOT LESS THAN 4 FEET. MIN. NAILING OF 5-16d • 46' MIN. LAPS • EACH SIDE OF JOINT 2.1/1651 • 12' OC. BETWEEN PLATES FOR EXT. • INT LONG WALL (2 4 3 STORY BLDG). ROOFING A APPLY ROOFING IN ACCORDANCE WITH NEC. SEC.IF:O3 N PROVIDE ATTIC VENTILATION AS INDICATED CN ROOF FRAMING PLANS. I SECT. EEEEER Dqe -o�ao NOTES 3 4 5 & 9 10 CY) NOTES ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2. FRAMInW SPACED NO MORE THAN 16' O.C. WHERE APA SHEATHING IS APPLIED ON BOTH FACES Cr A WALL 414D NAIL SPACING IS LESS THAN 6' OC. ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3. NOMINAL AND NAILS RN EACH SIDE SHALL BE STAGGERED. ALL SHEAR WALLS SHALL CONFORM TO UBC SECTION 0,314 REQUIREMENTS ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL SE APA RATED SHEATHING OVER 2x STUDS • IS' OZ. WITH Ed COOTON NAILS • 5' 0C. AT SHEATHING PANEL EDGES AND 12' 00. AT INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL EDGES SHALL FALL ON 2E STUDS. ANCHOR BOLTS SHALL BE STANDARD 'J -BOLT' WITH A 4d RETURN. OR A STANDARD 'L -BOLT' WITH 12d EXTE•510N. ANCHOR BOLTS SHALL DE A 36 STEEL OR BETTER MINR CONCRETE SIDE COVER SHALL BE 2' WHEN EXPOSED TO (LEATHER 3' IW TEN EXPOSED TO EARTH. USE 1/2' 0 -0, C -C STRUCTURAL II , PLYWOOD PANEL SIDING (INDEX 24/0) OR 1/16' APA SHEATHING WITH THE SAME NAILING WITHOUT REDUCTION CF THE ALLCWABLE SHEAR (SEE ARCH. PLANS AND /OR GENERAL NOTES), 3/8' C -D. C -C STRUCTURAL 11, PLYWOOD PANEL SIDING (INDEX 24/0) MAT BE USED PROVIDING THE ALLOWABLE SHEAR IS REDUCED BY 10% IEEE ARCH. PLANS AND /OR GENERAL NOTES). NAIL 2,4' OR 2E6' SOLE PLATES W/ Ibd AT I2' OC. ON EXTERIOR WALLS SHEATHING SHALL LAP RIM JOIST OR ELSE INCREASE SOLE PLATE NAILING TO I6d AT S' 0C. (UNOJ. DOUBLE ALL TOP PLATES AND LAP AT LEAST 48' AT JOISTS W/ 5 -164 EACH SIDE AND 1651 AT NO MORE THAN 12' OC ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. HOLD -DOWN SC (NOTE INDICATES HDSA EMBED 3/4' DIA ANCHOR BOLT 14' IN1O CONCRETE fOR USE 5T4B20 AB. WITH 26' MINIMIZE EMBEDMENT)( BOLT TO (2) 2. STUDS WITH TWO 3/4' DIA MACHINE BOLTS INDICATES HPAHD22 EMBEDDED IN CONCRETED NAIL 10 (21 2. STUD WITH 24 - 16 NAILS. INDICATES MSTA36 SCRAP T'EI NAIL TO 2. STUD WITH 76 - 1 051 NAILS INDICATES HOE", EMBED I -I /S' DIA. ANCHOR BOLT 15' INTO CONCRETE OR USE STAB28 WITH 74' MINIMUM EMBED( - TENT) BOLT TO (21 2. STUDS WITH THREE 1/8' DIA MACHINE BOLTS INDICATES PDS. EMBED I -I/8' DIA ANCHOR BOLT 75' INTO CONCRETE. NCI_! TO 4,, STUD WITH THREE I' DIA MACHINE BOLTS ALL HOLD-OCLLNE REFERENCED MANUFACTURED NY 'SIMPSON STRONG-TIE COMPANY, INC.' HOLD -DILNS CF EOUIvALENT CAPACITY BY OTHER MANUFACTURERS MAY BE USED. ALL HOLD-DOWNS SHALL DE INSTALLED PER LATEST MANUFACTURER'S SPECIFICATION (SIMPSON CATALOG C•92H -U, SEE PLANS FOR LOCATION AND INSTALLATION DETAILS. FOR ANCHOR DOLT MSIALLATICN REQUIREMENTS SEE NOTE 5 AT SHEAR WALL SCHEDULE. CITY OF TtRKW11A FLOOR. DlAP_HRAGIMI APPROVED MINIMUM 13/32' THICKNESS APA RATED TONGUE 4 GROOVE SHEATHING WITH led NAILS • 6' OZ. At SUPPORTED SHEATHING PANEL EDGES AND 10' OC. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH PL ANS AND / OR GENERAL NOTES FOR RIO'S.). MAR 1 5 1999 AS riOtED LLJILDrNG D)VI310PJ SPE CFI CAT IONS: D „R PFI PAll SAA I USE 7,500 00 pSI P51 CONCRETE SPECS AT T 28 DAYS. I,poo PSI MAT BE USED BUT RECOMMENDED HIGHER S'RENG TN. 2 USE 4501, AGI8-6B OR EQUAL GRADE 40 REBAR LAPPED 30' M11N. AT SPLICES, CORNERS I INTERSECTIONS. IF 2000 PSI CONCRETE, LAP 40 DIAMETER PIN GL ALIDEAPI SPECIEIOALIONS■ I FOR LOI-G SPANS, USE 245 - V7, v3 OR EQUAL (TABLE 25 -1.41 PART A. UBC I GRADED WESTERN SPECIES/, FE • 2,400 PSI, Fv • 155 OR 165 PSI I EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING TO GLU -LAM SPECS PRIOR TO ERECTION ON )OB. 7 WHERE HAVE 51.C.RT SPANS (SHEAR SEAMS/ USE 204' -V3 OR EQUAL W114 FE • 2,000 PSI AND Fv • 165 PSI AND OTHER SPECS SIMILAR TO 9 ABOVE. FOR M•9E/IEECSESEDEREEE EEEL�R XEI LEEESJNGJ .1lR.JtlG- Ci44QBELIiygJS0 4.E.T.G4 I. THE TRUSS MANLFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE. STAMP ON DESIGNS, DURING ERECTION CF TRUSSES, THE BUILp / R SHALL TAKE CARE TO , ®n � ADEQUATELY BRACE TRUSSES I ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATER F R••• % /3 / 9 "9% RMtT CENTER CS)PYRIG 4T© PE I DA l I REV ' 5 t -A. ‘* CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. CONNECTION 1. lots1 to sill or girder. toenail 3 Ad 2. Bridging to Joist. toenail each end 2 Ad J . 1 - 6 " ( 2 5 ten, x 152 mint wblloor 01 ICS, to weir Joist. face nail 2 gd .3 Wider than 1" x 6 125 non, 152 most suhlloor to each joist. face nail 1 Ad 5. 2" (51 romp 311611001 10 Joist or ghder. blind and face nail 2.16d 6 Sole plate t0 joist or .docking, typical face nail I•l as 16'1403 mml o c. Sole plate In jots( or blocking. at braced wall panels 7 -16d per 16' 1406 mml 1. Top plate to .stud, end nail 2.16d A, Stud to sole plate lad. toenail or 2.16d. end nod ac nail 164 at 24 9, bauble ,wds.f a '! " 610 tnrnl o.c. 1 10 Doubled lop plates. typical face nail 16,1 at 16'1406 mrnl o.n. bauble lop plates. lop splice A- 1 61 II. Blocking between joint of r0fler1 m top plate. toenail 3-St; 1 2 . Rim joist to top plate. toenail Ad at 6"(152 mm) oc 11. Top plates. lops and Intersections. face nail 2.16,1 14. Continuous header. two piece, I6d at 16 1 JIM mm111 c. along ouch edge 15. Ceiling Joists to plate. toenail 3.3d 16. Continuous header to stud. toenail 4 -11d 11. Ceiling joists- laps over positions. face nail 3.16a1 IA. Ceiling joists to parallel rafters. lane nail 1-16d 19. Rafter to plate. toenail 3 -8d 20. 1" (15 man brace to each stud and plate. lace null 1 -11d 21. 1 • x A" 125 torn s l03 man) sheathing or less 10 each bearing, face nail 2.3d 22. Wide than I' s A" 135 nom x 201 01001 sheathing In each bearing. face nail 1 -Ad 21 Built -up corner studs 161 at 24' (610 tern) n c 24 Builr op girder and hams 20d or 32' (8(1 mn,1 u.c e1 lop and bnt1Oln and stager led 2.20d At cods end at each spl'Ia 25. 1 fl tnml Olonk, 2.164 aI each bearing 16. Wood structural panels and particleboard) Suhlloar, roof and . a l l sheathing do ounh,gl• 11 inch o 25.4 m111 !14 a ' /1 91 V4 Cnmbinatinn scidh,or undcdaymcnt (In framing), (I Itch •• 25 4011111 3 /4 .114 ten 1 /4 27. Panel siding 1101,00110811 1 17" (I7 nun). fir less 5 l, - (16 mm) 211 . rtbcron,rd ,he„Ihing -T I /a• (I3 111101 0I /,1' 1 2 11 1111111 TABLE:: ¢'; hell AIIINC SCHEDULE 80( 01 6A' Ads 1163 or Ad° 104' or Ada 6d' Ads On I I ga rat' No 16 1. No It gn.' Ad No 16 ga ' 29. 10,10 panrling 4In d �tll ICmnnon boa nail. teas he used except where othctwlse staled. - - - - -- - - -- -___._ . ='J 'h • cad at inches 151 aunt on center at edges. 12 Inches 1105 nto n ,l et intenrditee ,,,'�r�la 6lm has 152 mm ,pnt l at all sut.• where spans tie 48 incites 11219 mtnl or more. tot nailing of .,,,el ,t cl0ra panel and p otielebcard diaphragm and sheer .ails. refer to Section 2314.3 30.110 for well sheathing may he r„nvnnn. la„ ot s1 Connnort of deformed shank • 'Common, lbelmmcd sh:: EConosion validate riding o, casing nails conforming, to the requirements of Section 2325.1 . s fastenen spliced 3lnches 06 ram) on center at exterior edge, and 6lnches 1152 test on center al Innetmediate sup porn i eonnsymms10lnnl orni (44 I a Ih win s /N.b -0I Ion (I I nol2U n) head and I -bah (30 tan) lengw Ito 1 /rbmin I! S 23 of 51 end. l4 In0h mmiln,gth nos /1y inch mml, hesihing connonnl„g In the ngniresnnvs a 'orrosI c o l ra n 13251. s C burn staple noht3 nhal o eh (II molt crowning/ ,hi l hb sl forming lit o e t l In ooIrrste nu of 6 c0110 1 0! dtrr♦ thing and 141 drab I7 nun) length for 1p� inch (20 mrn)hedy cos con rndng t the renuireme¢dun 2325.1. I'Pesci supports .116 Inches (406 mnt112po lnobea 06 tern)if *oomph ids Its t longalleelon nl fie panel pleas oliw•wl,e malked'. C.,h,g or Rniah ,1.114 Spied Inches 1152 nool o 1 panel edges 12 h,chet (305 ma on Into, modiste iuppone. 1 11 . 1411 4 j n/ et 24 Inches (610 fit nl Casing or finish milli toted 6 1000.8 1152 o,m) on Pend edges, 12 Innme mat stn) 01 Imnmedie a semiotic . lAB-032)0 I"IECI I4HICAL: SOLID FUEL PURNING APPLICANCES Solid r,el burning appiancee Include air -tight stoves, fire places stoves, rocs her, ter s:nreplaces stoves. factory -built fireplaces, and fireplace Inserts_ animas other: :alas adopted by King County, all solid foci burning appliances shall comply with the provisions of Section 304 U11C. HEAPING Each dwelling unit Shall be provided with heating facilities capable of ma intalning 10W at a point 3' above the floor In all habitable rooms when the outside temperature is an set forth In Section 302 LI SEC. Section 310.11 UBC. A Fuel burning equipment located wlthln the building envelope (constructed under the WSECJ shall obtain combustion air Rom outdoors, meeting the provvelono or Section 10 U, 101] UMC. NOTE, BUILDING ENVELOPE The elements o f a building which enclose condNloned spaces though which thermal energy may be Lranaferred to or from the exterior 9ectIon 201 WSE.C. s. Foci equfpment located outsides the building em.elope shall meet the provlelons of Section 601 1.r1C, C Duc location and source of combustion air, references Sect: on 602 603, 604, 606 UMC ,t11 warn, - air furnace ohall be listed and labeled by an A pproved agency and Installed to listed specifications, Section 304) UMC. Appliances Intended for Installation In closets, alcoves or confined spaces shall be se listed Section 3042 UMC. No warn - -air furnace shall be Installed In a room used of designed to be used as a bedroom, bathroom, closet or In any enclosed apace with accede. only through ouch room or apace, except direct vent furnaces, enclosed furnaces and electric heating furnaces. Section 3155 U1 Na warm -air furnace shall be Installed In a closet or alcove less than 12' wider then the, NUrnace or Ibnace0 !metalled with a minimum clear working space lean than 3' along the olden, back and top or this furnace. Section 3151 UMC. 1_Iquerled petroleum. gas - burning appliances shall not be Installed in a pit, basement. or similar location where heavier than - air g as might collect. Appliances no fueled shall not be Installed In an above -grade underfloor space or baoernent antes, such location Is provided with an approved means for removal of unburned gas. Section 304k U2'1C. (Approval must be granted by the Building Official. Heating and cooling equipment located In 4 garage and which generates a glow, spark or flame capable of Ingniting flammable vapors shall be Installed with the pilots and burners or heating elements and switches at least IS above. the floor level. Section 3091 UI "ire dampers need not be Installed In air ducts paeoing though the wall, floor, or ceiling separating a residence (Group R, Dlvlslon 3 oceuoancy) from a garage (Croup M, Division I occupancy .provided ouch duets within tae garage are con- structed of steel ha-Sing a thickness not lens than 0.019 Inch (No, 26 Galvanized sheet gauge) and have no openings Into the garage, Section 302.4 UBC. Worm - air furnace Inds lla dons In attics or crawl spaces ,hall r0mply with Section 319 and 320 UMC. Every appliance (dryer, range, etc) deoI ned to be vented shall be connected to a venting ayatem complying with Chapter 8, Ut1C. Every factory built chimney, Type L vent, Type B gas vent or Type 51.11 gale vent shell be installed In accordance with the terms of its lbatIng, manufacture's !net - ructIonn and the applicable provisions of Chapter 8 UM.C. vent connections shall be installed within the space or area In which the appliance Is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section 81S, and Table 3 - C, UMC. DUCTWORK, A. Duct systems shall be of metal an cat forth In Tables Non. 6 4 6 -C or factory -made air ducts complying with Chapter 6 UMC. B Joints and seams shall be substantially airtight, Section 6015 Table No. 6 -A (rectangular ducts) and table Nob - (flat, Oval, and round ducts), 11.11C. C. Installation of ducts stall comply with Section 603 UNC. D. Duct Insulation shall be Installed In accordance with IJJSEC. Table 4 -16. GENET 4L: 4I )PILOTS, BURNER. HEATING ELEMENTS 4 SWITCI -IES OF TI-45 FJRNACE AND Hill SHOULD BE A MINIMUM OF IS' ABOVE THE GARAGE FLOOR THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION (2)EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGHT LIGHT, DEADBOLT, OR SECURITY CHAIN MOUNTED AT A HEIGHT OF 45 MAXIMUM ABOVE FINISHED FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4 o1)LIVING ROOM CEILING IS 24' •50v5 HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT (S)RECESSED LIGHTING FIXTURES SHOULD BE IC. RATED AND ENCLOSURE LINED WITH A 1/2' G1UB. TAPE AND FINISH. (S)ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED SPACES.elNCLUDING THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR ` LIDRYER MOISTURE EHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF 14' - 0' S)MASONRY FIREPLACES SHOULD - BE PROVIDED WITH A TIGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL- CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AIR SHOULD BE PROVIDED WITH A DUCT OF 4 SC. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WASHINGTON STATE VENTILATION CODE. REF. SEC. 3102. U BC- (9I)WATER HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO SE INSTALLED ON INCOMPRE- SSIBLE INSULATION. Q )HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 INSUL. WITH A FLAME SPREAD OF 25 OR LESS II. THE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON - ABSORBANT SURFACE NOT LESS THAN 10' ABOVE THE DRAIN INLET ( GYPSUM WALL SOARD SACKING usEL FOR TUI OF SHOWER ENCL- OSUREs SHOULD bE of A WATER RESISITANT MATERIAL, DO NOT INSTAL 'OVER VAPOR SARRIER ON WALLS OR ON THE CEILING 13.)4IR DUCTS PASSING THROUGH GARAGE WALLS , FLOOR OR CIEING ARE TO BE NO. 26 GALVANISED STEEL WITH NO OPENINGS INTO THE GARAGE. Id JLANDINGS OUTSIDE TO 55 NO MORE THAN I' BELOW THE THRESHOLD. I5.INTERMEDIATE RAILS TO BE NO MORE THAN 4 APART. 16..STAIR HANDRAILS AND HANDRAPS ARE TO HAVE 11 /4' TO 2' CR055 SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 11)5/8' TYPE 'X' GWB. UNDER ALL SAIR WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'o,c, 18)IF WATER HEATER IS OVER 4' -0' IN HEIGHT AND HAS A NON RIGID WATER CONNECTION, THEN IT IS TO BE ANCHORED AND STRAPPED TO RESIST EARTHQUAKE MOTION. 1 1PJWINDOW MANUFACTURER TO PRO- - VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. ROOF: LI VENTILATION AS PER 15053 U.B.G. SEE VENTILATION CALCULATIONS PROVIDED. 2 'VENT OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I /•I So. INCH DIMENSION. 3.IR00F VALLEYS TO HAVE 2e GAUGE GALVANIZED FLASHING "4. SHINGLE NAILS BE GALvANIZED STAINLESS STEEL OR ALUMINUM AS PER TABLE 15 -5 -2. S. COMPOSITION ROOF FASTENERS AS PER TABLE. IS - - •6.!22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITN NO LESS TI 30' FOR HEADROOM ATTIC ACCESS DR. TO HAVE R - INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. j'T.;TRUSSES TO SE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. - 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. l 9.■NONBEARING WALLS SHOULD BE - HELD DOWN FROM THE TRUSS To BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR ON NON - BEARING WALL. lo± ROOF TO BE ANCHORED TO RE- - SIST NET WIND UPLIFT LOADS. USE SIMPSON 'H' ANCHORS OR EQUIVALENT. II.ITRJSSES WILL NOT BE FIELD ALT - _ EKED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12.;TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. '13.1PROVIDE SCEENED BLOCKING p OVER SUPPORTS. F IA, SHADED AREAS • FRAME OVER ggy WITH 2x6 RAFTERS • 24'0t. U.N.O. U 5- O. >- z I.'GALvANIZED METAL FLASHING Wi 'TO BE INSTALLED BETWEEN ct CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. ' 24CONCRETE PIER PADS SHOULD PROJECT AT LEAST re' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED FOUNDATION: /ALL ExPoSEp IN¢U1,ATIpN MATERAILS INCLUDING FACING SUCH A8 VAPOR BAE'�tIE 5 OR B ATRE HWD RAPT R 9NOl1LD HAVE FLAME SPEAb /gMOkE bl vELol=frb feA"Tji0 siaoU,y off 251480 OR LESS. CITY OF TIJKWILA APPROVED MAR 15 1999 NOTED i /ird' UbV131OP1 0 .J 0 W SECTIONS: N REBEPVE(I ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO OM , NOTES% 1. ALL STRAP HOLDOILNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO I-IOLDOLLNS CAN �, USED AT EACH CORNER TO MEET THE REQUIRED LOAD 2. ALTERNATE TYpEB CV APPROVED H0Lf?OtENe CAN 135 USED IN A PLACE OF STRAP I-10LD06346. SUBMIT DETAILS FOR A.cel.lkY P''L AT FLOOR OVER CRAWL SPACE CONC FOUNDATION 1 FOOTING -- -' I/2' PLYWOOD W/ Sd NAILS • 3' O.C. UN.0 .>.T PaIJ GL ECYoES — EXTEND PLYWOOD TO OVERLAP RIM JOIST 1 SILL PLATE 3 50g) STRAP HOLDOLLNS ' MINIMUM UN.O (SEE, PLANS) Ed NAILS PER TABLE 23•1-Q 7 2x4 BLOCKING AT ANT PLTP)dOD JOINT r I AA1R OVED 20OK DD END d1410042 TO CbNCRETE CONNECTORS WITH SM,. CAPACITY (MIN) 2 2x PLATES • NAIL 87JEATHING TO EACH P4 ATE 2x4 TOP PLATE 2-4P 7 . 2x STUDS NAIL SHEATHING 10 EACH STUD ) 1 0i' 2 P "-, A.6 . (x EpJm'IempI lei-tr ip"LIAR7eR PCtruTsjAilohrixtrl,Lxd Ni Had2G9 *Yak Ho1-o01.42,2 INAL PROSECUTION # NOTES, I. ALL STRAP HOLDOIUNS SHALL.. BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION Tt4O NOLDOU8NE TH CAN BE USED AT EACH CORNER TO MEET E Rf347UIRED LOAD 2 ALTERNATE TY UNE PES OF APPROVED HOLDO CAN BE USED IN PLACE OF STRAP HOLDOMN6. SUBMIT DETAILS POOR .,A 5l =ANEL AT FLOOR OVER PONY WALL I( - -I/2' PLYWOOD W/ Bel NAILS •3' O.G. /'•T P'4JCL E-OrvE3, PT°.,a<a OR 5, W /7 t.Cg2 r - -3600" CAPACI FLOOR TIE ANCHORS 2x P.T. SILL PLATE _ erg. adat_ 350® CAPACITY TRAP HOLDOLLNS 7x4 TOP PLATE HEADER. NAIL SHEATHING TO HEADER AT 3' O,C. " ®J1. 2 2x STUDS NAIL SHEATHING r =��'�'� TO EACH STUD $* NAILS AT 3' . OC. ALL PLATES, HEADERS 4 STUDS APA RATED SHEATHING 3/8' MIN. 24/0 ExP. 1 2 2x4 BLOCKING AT ANY PLTWO0D ,)O(NT N A��> �OCECJ D W -ENOOD TO• IRETE ,CQrth1ECTORB WITH , E 3504D" CAPACITY (MIN.) ^3 7k 1LA'TEE - NAIL SHEHIN ATG TO EAYCW;�'LATE .. 11 11 P444%- 1' Ih6DMI T 0 lr 621 1 ' ONTIN41 CQt1S •FOOTING OA !LAB EDGE A l'lywoodroSl) 6 nail 6•' o a (0/924) 2/11 "z 4•x8• 12 "o.o.(Send) U GWII • i/2" x 8' x 8' 6d conk, nellr or wallboard _ one Nee) nab 7•' 0.0. C G W U - I/3" a 4' x 8' 3d eooledwa)bo rd nab Iwo Gces1 3" Tic. Throughout U Slrtmlurn) Panel Siding Corrosion resl,l,nl 6d nab 3/8'• x •1• x 8' 4164 o.c. (edges) 1T' oc. (field) E . One dory a1 braced pone) Nailing 8d a 6" 0.c (edge,) 3/8" x 2'8' x 10' or lest 12" o c ((lend) 0200x203 required ,, a) edger. 2 anchor bolo pieced a gourd polorl Holdowns • 18008 41 each end. F. Two-story el,. becrd panel Haling 8d n1 6" o,,. (edam) 2 /3" x 2'8" x 10• o, lest I2•' o c. (nand) Plywood or OSn (two facet) Blocking required a, all edge. 3 anchor boll, pieced a Pah polol, IG i Noldown, - 30008 a etch end. WALL 2RACIr(C PANEL SCHEDULE EXTEND HEADER TO CORNER 4/2' PLYWOOD W/ 8d NAILS • 3' OC. 4x POSTS OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS ()HEADER SP ( E i4' I FQUN 1' ii024- tME q(M Jr1 N : ••L'rl( Oaneral Nnln Or aced well panel role pinks 01lcd 10 (loot end top plates than be anclmred In limning above 11191919g ebovc I Whcie Jo111, oc perpendicular in br need wail Ones, provide blocking under end 111 Ilnc whit braced well panel, — 3 HEADER PEl2 -ICiOh FILE COPY 3/8' PLYWOOD W! Bel NAILS • 3' O.C. AT R*L1E4_ 8. -ORC3 4xx POSTE .0R (21 tae STUDS 3x SLOCKING • PLYWOOD JOINTS I c ! t':et tho Plan Chcc: r - ..... _,_ c: and omissions c7d r-. .; cf CO3 • not authorize the violation cf cr' code or ordir111110w Asceipt of contractor's copyx2f epf g2oiolowledged. li6ADER - -NAIL SHEATHING TO HEADER AT Bataan B.W. — 8d' NAILS AT 3' Q,G. ALL PLATES, CITY OF r(l HEADERS 4 STUDS RAMP - -APA SHEATHING 3/5' M1N. 24/0 EXP. I MAR 1 5 4, • *.PATES - •NAIL SHEATHING TO AC24 PLATE 41 d',c' , )) r wHie •1£'R'- CONTINUOUS FOOTING ©l*,SLAJr.3.!EDGE AP 2 2x4 BLOCKING AT ANY AS NO(ER PLYWOOD JOINT -- 4"PPtO 4. c, µ ) ILDTNG DIVE TO CONCRETE C0NN1koTd$6 SPIN 24830" CAPACITY (MIN.) 2 W4) S2OIUS. IPT I O'ENEB O(T`/ IVED ND f 405 0 PANEL, T•IE A P?L FLOOR T1L 0 ALL LJ1 4N� SILL PLAT5, PROVIDE 240L a, JAN 2 a 1996 AILING 4'S . 51.4011,11, D 11, IF USED A60V PONY