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HomeMy WebLinkAboutPermit D98-0258 - TR CONSTRUCTION - NEW SINGLE FAMILY RESIDENCED98 •0258 4416 So. 150th St. TR Construction City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT R Pt1J Inc WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004200 -0073 Address: 4416 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Permit No: D98 -0258 Status: ISSUED Issued: 09/02/1998 Expires: 05/24/1999 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Y Streams: Contractor License No: TRCONI *022NS OCCUPANT OWNER CONTACT CONTRACTOR T R CONSTRUCTION 4416 5 150 ST, TLIKWILA WA 98188 MORRIS EDNA 4412 S 150 ST, TUKWILA WA 98188 ROGER TENNISON 221 SW 153, #153, SEATTLE WA 98166 T R CONSTRUCTION 221 SW 153 #173, SEATTLE WA 98166 *** k** ** * * * * * * * * * *** * * * * * * * * * * * * * * * ** ******* k******* ** ***k * *** * * * ** * ** * * * * * * * * *•k ** Permit Description: CONSTRUCTION OF A NEW 2,185 SO FT RESIDENCE AND 775 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTOVITIES INCLUDE: ACCESS, STORM DRAINAGE AND LAND ALTERING - WATER AND SEWER BY OTHER JLIRISDICTIONS. ******* k*********** k*********k**** k****************** * ** **•k* * * * ** * * * * * **** * * ** * * * ** Construction Valuation: $ 201,167.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF Curb Cut /Access /Sidewalk /CSS: Y .Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time:. End .Time: Land Altering: Y Cut: 40 • • Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End 'Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: IN:. Private: N Public: N k*********************• k*********** k***************** * * * * ** * * ** ** * * * * * * ** * * * * ** * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,697.17 k****** k**********, t********************* ************* * * * * * * *** ** * **:1c *** * * * * * ** * * ** Phone: 206 - 243 -4321 Phone: 206 -243 -4321 Permit Center Authorized Signature: Date:_J 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 permi cancel the provision pf any or the performan of work. development per Signature: Print Nam oes not presume to give authority to violate or ther state or local laws regulating construction 1 am authorized to sign for and obtain this Date: This pern t shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection.. City of Tukwila ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004200 -0073 Address: 4416 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Permit No: Status: Issued: Expires: D98 -0258 ISSUED 09/02/1998 03/01/1999 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Y Streams: Contractor License No: TRCONI *022NS OCCUPANT T R CONSTRUCTION 4416 S 150 ST, TUKWILA WA 98188 OWNER MORRIS EDNA 4412 S 150 ST, TUKWILA WA 98188 CONTACT ROGER TENNISON Phone: 206 - 243 -4321 221 SW 153, #153, SEATTLE WA 98166 CONTRACTOR T R CONSTRUCTION Phone: 206 -243 -4321 221 SW 153 #173, SEATTLE WA 98166 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,185 SO FT RESIDENCE AND 775 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTOVITIES INCLUDE: ACCESS, STORM DRAINAGE AND LAND ALTERING - WATER AND SEWER BY OTHER JURISDICTIONS. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 201,167.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 40 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,697.17 *************************************** 1************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Size(in): .00 Permit Center Authorized Signature: Date: _'?''Z 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 th' cancel the provi or the perform development p Signature: oes not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this Print Name Date: This pe it shall become null and void i e work is not commenced within 180 da from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 4416 S 150 ST Per.mit No: Dn-0258 Suite: Status: ISSUED Type: DEVPERM Applied: 07/23/1998 Parcel #: 004200-0073 Issued: 09/02/1993 4-0,*,k******************ki,1*********-4.***k*******4,********k**A4,4****** Permit Conditions: 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. Plumbing permits shall:be ObtainedthrOUgh.the Seattle-King' County Department of •Public 'Health. PIOMbing will be inspected by that agency, including all gas piping (296-4722). 3. Electrical perMits shall be obtained through. the 'Washington State Division of Labor and Industries and all•electrical work will be inspected by that agency (248-6630). 4. All mechanical work shall be .under separate permit issued by the City of Tukwila. OBTAIN AND HAVE AVAILABLE ON JOB SITE PRIOR.TO CALLING FOR FRAMING INSPECTION. • J. All permits, inspection records, and approved plans shall-be available at the :lob site prior. to the start of any•con- struction. These documents are to be maintained and able until .final inspection approval is granted. 6. Any .exposed insulations backing material shall have a Flame Spread Rating of. 25 or less, and.materi.al •shall bear ideW14:.'. fication showing the fire performance .rating thereof. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (194)7 Edition) as amended, Uniform. Mechanical Code (1997 Edition) ,H: and•Washington State, Energy Code .(1997 Edition). 8. All wood to remain in placed concrete shall he treated.:wood 9. There shall be no occupancy of the building(s) until the final-inSpection has been completed by the Tukwila Building. Inspector. 10. Notify the City of Tukwila Building ,Division :prior to placing any concrete. This procedure ' is in addition to,anY requirements for special inspection. • 11, Validity of Permit. The issuance of a permit or 4prova1 of plans, specifications, and computations shall not be can-, strued to be a permit for, or an approval of any violation of any of the provisions of the building code or:of'any other ordinance of the JurisdiCtion. No permitresuming to give authority to violate or cancel the .provisions of this code shall be valid. 12. Temporary erosion control measures shall be implemented a$ the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 13. 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. 14, Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. Driveway shall be paved within 30' of right-of-way. 15. Hauling over 50 cy shall require application for a Hauling Permit prior to any c.tuLicited activity. 16. Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on-site strom schedule 40 or correqted poly ethalyne pipe with a smooth interior wall. N0 'IS' flex pipe. Drain shall laid with im ,fi• atini.num 1% sloperor gravity discharge to lot.. ion • approved by Public Works Dept. Downspouts shall not connect to footing drains. Footing drain and downspouts may share —,. a single discharge pipe downstream of the lowest footing • 17, The City of Tukwila has an undergronding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 18. The applicant must notify the City utility inspector at commencement and completion of work at advance. All inspection requests for also be ma0e..24_hoyrs in advance. 206-433-0179 upon least 24 hours in utility work must Jr -17 'WATER METER SUPPLEMENT DEVELOPMENT PERMIT • Permit No: D98-0258 Status: ISSUED te Address: 4416 S 150 ST Location: Water Meter Type: Water Meter ize 00 OuantitY, Work 0rder2N6: Applied Date: 07/28/1993 Issued Date: 09/02/1993 WATER METER—A„, WATER METER B WATER METER C Connection_Fees:. • , Install Aepbsit:., Add'l InstalVbeposit: Plan Re‘ijewFee: InspectIon:F,ee: Water Turn On'Fee:,, Special ,AsseSsment:' rOT AL WATER,OETEk-FEES; • $.,00 t.00 00 $.00 $.00 , .0,0 .00 .00 $ 00 $.00 $.00 $.00. $.00 • $.00 $.00 WBLIC WORKENGINEERAPPROVALTK.F CITY OF TUV "IL.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: 'Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project N e/Te ant: !!�' (C).,,t ) a = > -r/'c) C Cam.) Type of work: P.,New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 15kSewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction: 1 6 -7 ,a} Site Addr s . . 1.4. S< <�v ` City State /Zip: c ,c)(ki Tax Parcel (lumber: Co 1/2 e-.� ,-(7) : Property_ wner: r •7W (. LA-) �7"i.`() C '/ ry x) Floor Area Ratio: (total floor area of all structures divided by the area of the lot) /2; )112743.145"----: ge1'(.'3) J 7 94-0 Phone: zd 6 --2-r -- ";/ .z e Street Address: 22 i 54,L i<5 3vee t'7 3 c-a City State /Zip: �e a . Fax #: 20 l 5 -- y4� 7 Contractor: ' rL C 0,c) `j'1 -� V C'r /C►.c,� Phone: Street Address: t City State /Zip: Fax #: Architect: . 0 irGL t rte.- ; 6t° -5 (c) _-L Phone: 266 2 gq--- z Yga StreetFAddress� ,— / 7 g 7,5 .,4—(- 7 0 v.h Gt.vz �— (`-L k u.,l.� City State /Zip: l Fax It: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Persq .- - ---- -• ` o& co_ (e 1.t. v«SG1i Phone: �/ / ZO 6 Z ! C /3Z I Street Address: / 2z ( s U —3 c -f x/7) State /Zip: ,S-76& Fax ft: zo z 3 — 1/.7 Description of work to be done: Mew S(�� f`e -t4Qt,� i(f y 6_,()57(--fscit f Type of work: P.,New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 15kSewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Squa Footage for Structure: 2._ sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2.(' 95— sq. ft. Dwelling y9 sq. ft. Covered Deck(s) 775 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 2. zf sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) /2; )112743.145"----: ge1'(.'3) J 7 94-0 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. APPLICANT REQUEST FOR PUBLIC WORKS SITEJCIVIL:PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone Hauling p Land Altering: 0 Cut Lei C) cubic yds. 0 Fill el 0 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous Schedule: 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: SFPERMIT.DOC 2/13/97 PLEASE •. SIG. N= .BACK.OF.APPLIGAT.ION.:FORM...'. AAppl' ion taken by: (initials) A'LESINGLE FAMIL:Y RES /LIEN TIAL'PERMITAPPLICATIONS MST: BIVIITTED..WITH :THE P'OL OWING Y DriAWINGS pegp 1RgD REGISTERED ARCHITECT OR Pi..,_ ...SSIONAL ENGINEER MAY BE 'REQUIRED BY THE BUILDING OFFICIAL • ALL ^DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED © ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11 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. ❑ El Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ® Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ ❑ ❑ ❑❑❑❑❑❑❑ ❑ ❑ a ❑❑❑Lapp❑ 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 fetter from the property owner authorizing the agent to submit this permit application and obtain the permit will be reged as part of this submittal. I HEREBY CERTIFY THAT 1, HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TJIE L ?AWS-OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING, WNER OR AUTHORIZED AGENT: Signature!' / „,.;/--..._—____ Date: 7_ 2 c ,_cii y- Print name:!` J / c�c, .P 4t �� � � L S u� 2915 - q32 / L )�'— 41 0771 Address• �2( . >Q) �5 - 3Q (73 City lSt �eate «/Zi re.4 _ c?g -(62 6 SFPERMIT.DOC 2/13/97 '**k*A++++++*.k+++*+*k A +*++*^*++*�A+n+«A+++*++***A**+***a*+*a+*** 'IlY OF TUKNILA, NA ?RANSMIT ,A++**«+*A+a***+A*++A++****A*4*AA*+*+4**+A*�«*A*++*++A*A****+** TRANSMIT Number: R9700823 Amount: 1,679.95 09/02/98 16:25 Peymont Method: CHECK Notation: r R CONSTRUCTION %nit: ULH' — "----_����_����������_��� Permit No: D98-0258 Type: D[VPEKM DEVELOPMENT PERMIT Parcel No: 004200-0073 Site Address: 4416 S 150 ST ` • Total Feey: 2,697~17 This Paym*nt 11679.95 Total ALL Pmts: 2,697,17 Balance: .00 • a�+*a++*+a*+*lk*******u*1,:*++IF++***1;**Ii+.A+****k**a+A*AilX*^a+A4A** Account Code 000/322.100 000/345.830 000/386.904 000/342.400 412/342.400 000/322.100 000/345.830 Description Amount BUILDING - RIS •564.95 PLAN CHECK - UTILITY ` 20.00 STATE BUILDING SURCHARGE. 4,5O ' � INSP. FEE - UTILITY 15.0O IMSP FEE - STORM DRAIN, LAND ALTERING PERMIT FEE 37.00 LAND ALTERING PLAN CHECK 23.50 5414-09/08 9717 TOTAL ^1679 95 7 ' ' ^ '' ` �� � , � � . `� ' � � • � ' \ }` ' • ( `*�+*+A*++ *^ ++A+ * �6 + ++�*+**�** A **+ A*a+*^� * y ++*+*+� :ITV OF TUKN1iA. NA ' +� ^ TRAN ,*+^+A**A++++*++»++++�+*++*+**+++*++`\++k+A*+�+*+*+�+**A+++ TRANSMIT Number: R9700801 Amount: 1.017.22 07/28/98 Povment Method: CHECK Notation: TK`CONSTRUCTION Init: 8LH � Permit No:. D98-O258 Type: DEVPEHM DEVELOPMENT PERMIT Parcel Not 004200-0073 Site Address: 16300 WEST VALLEY HY. TotM Fees: 12.586.67 This Pavment 1.017.22 `Total ALL Pmts: 1017,22 Balance: +�icAak++++�****++*^A*a+lc«+�^�sk**+�*^A*++�A.A+A++*4*�++**4+a++h.i. Account Code Doscriotion 000/345.830 • PLAN CHECK - RES - Amo4nt`` 1,17.22� CITY OF TUhWTLA RECEIPT - PW DCD 1017~22 CHECK 1017.22 07/29/98 19 16:45 0097 4082 TOTAL '�NA? 9719` .,_ � `�.~ '''�' INSPECTION NO. INSPECTION RECORD Retain a copy with penni. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ?8'-0252 RMIT NO. (206) 431-3670 Project: - leYM15011 Type trgection: r- Final Date called: I .... 1 2:1 9 Address:144 i 6 S 156,1, 3.1,, Special instructions: . Date wanted: Requester: no erTennisom Phone No.: 2.06/214 3 - 4 32 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1111)1iC( t06-0 sttb -t7 0-1 ADM 3. i" kcir4A.A.t. pf 0.0 kuJ. -c-t41 kAre;i•ix Inspector: Date Mil r J.$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ,. .. ."};>•wa"..g!''.;":`:t,""; ^��;c yi �' �'.�;'H:�� »��'*•2.°�;e`alF.C4." ��.�`.•C, =i wn�+r ; "(';�r"i1'_ ,.r,��{,.;..�Y= w:;�...o-. a ..�: `�v INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9 PERMIT NO. (206) 31 -3670 Project (J 0 co „1 _ t1 -4. (ArOV\ Type of i sped t--∎ "1 Ad • ryr 1 �-- ?�`i'4 Date called: Yl q 1 .m. S p i. ' - t(tio�ns� : IINVA Date wanted: 1 Requester: !--v \ _TL rtuA ' Phone N Approved per applicable codes. Corrections required prior to approval. Inspe $42.(O REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (.7-o25 PERMIT NO. (206) 431-3670 Projectli, 1h 1C--- n0-n4404 4 Type of inspec,tiory nit) Pi Address. /00 St Date called: ' IPA 1 -Z.le --/ Special instructions: - Date wanted: 1—Z7 .-/ a.m. p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: cI Inspector: Date: /2p, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 75' Receipt No.: Date: :rr 14/ INSPECTION NO. , ' 'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'o2_5,1-- PERMIT NO. (206) 431-3670 • re ect: r u RIA T pe of inspection: i 0 u. e. , - Ad r ts: , Date called ) ll r Special instructions: Date wante Requester: r 0 c ,- —re ' Phon210 :(0 2q3 f3 Approved per applicable codes. Corrections required prior to approval. COM MENTS: Inspect° .4./.641-r7 Date. $42.00 REINSPECTION WEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -Ol51 INSPECTION RECORD Retain a copy with' permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 ■ PERMIT NO. (206) 431 -3670 Pr'ect: Type of insp ctign_. dLrei ss: S So '� �� Date cane � I I, �I , l Special instructions: Date wapte : a Requ s o te r: : (- - .-P i.1 v\ ( 5 C'y L Phon N" • Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: A .. Lri /f /L. l i $42.0■ REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i'{":,s[�'�� a:fi'r.P,xr�;�m;;'•'x!� �a�uzn•�ti t.� ..., �;Y"'r- `<'i?=. ac'�e...:vf%:x'n'iee.� -. <wr; INSPECTfDN NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 (206) 431 -3670 Project: Type of inspection: • —�-#— Address: Date called: Special instructions: Date wanted: i �� ��e m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. MENTS: Inspector: Date: //.....00 $42.00 REI•SPECTION FEE REfUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No.: Date: a•••• •7.Y:,wwg:...,..q- Y.:.,sl:_v;tr'rrr,T•.1:C7;.::r. ^ ,.T,,,Kr "i'%�"' r,r;!<cr+r.:'r R. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 00-ozsel PERMIT NO. (206) 431 -3670 Project y4 Type of inspe[ct�ion: Address: f/6 47/ 6c, /L4/ 77Date called: ,// ``Date Special instructi ons: wanted: a.m. Requester: Phone No.: �' 22/3'' 24:74-2((.3''9_32-/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Li6/e 67A Um* 16 / 5 i°e..-4 j Inspector: ' Date, /� t $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. " INSPECTION RECORD' " Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431-3670 Project.--\-- 0 Actx.„1... 01A 104 Type of inspectiov- v-r„, Address:4 w Lo, s Date called: 1 1 R . . ,a-& r AI _ 5 rae <-74, f7 10 /' 71-z9 16 le-L A-2_,e t ei Special instructions: 429,f- fil-ecee, at 4tev pi._ .e.e5 ,r,-,,eigh„Le Date wanted: ,.., '7 w P.m. Requester 7-e v. V1.5Ctir1 Phone No. 7)-4 ' Approved per applicable codes. Corrections required prior to approval. COMMENTS\ , 4 / 1 divte-6-1'7.e.fili / 1,----14---C4' eJ-ed 1 470 4 ..• ..ta .., , , 1 fr? 5 /66.--- C7 al-, /1-4./44._ 6e"71 • . , . ,- 4, , • ii: . . ,a-& r AI _ 5 rae <-74, f7 10 /' 71-z9 16 le-L A-2_,e elt "--/i 2-, / ■6-d---2-1,..5 / C,-7w-c, . j ‘fftedk 54-01-7/--- i,7i- /751_,0,, I 429,f- fil-ecee, at 4tev pi._ .e.e5 ,r,-,,eigh„Le 7) oave,?J 7/4"=14 la 24/0 /Ilk? 1/, ri / - ±rffrtr2 a/Wel /l Z4.4_11 Inspector: fri407-7 Date: $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION NO. INSPECTION RECORp- Retain a copy with perk. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dcn cas-8 Project: rt z. Ca.-.1- Type of inspection: Address: 4141 / (0' S 1 5- e El- Date called: / / - a. 7 E-- Special instructions: Date wanted: // - 3- - Casrl7.: p.m. Requester: el r<-0,53-e 1-- Phone No.: 2(1 3 —4/3 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: to a)v.i id 5 po vd- -F/Lik". PO. . (AV Li" N( o k- --D 6, r IInspector: ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1111/q Receipt No.: Date: 07g-ts'a6 PERMIT NO. 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Project ?--� /�� / l Type of ins do . `" A.,te _ 5 yt, Address. — Date c Iles d: Special instructions: Date wanted:p.. m .1 Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval, COMMENTS: Inspector: 1 $42.00' INSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No.: Date: . - , .,,�..ss:,.,�r:4,. ,... . rm;::"'%' y.:. cr r+. cnz^ nnrr. L:' a.. +...w�:......- .'•.........,.... ; - .e-- --•T._ Si .....- �. ;} INSPECTION RECORD Retain a copy with permit INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 ,T bJo2A-Y PERMIT NO. (206) 431 -3670 Project Type Type of inspe ' n: Gib_ /� Address:, t, ` &, ire 5,7 Date called: /� Special instructions: Date wanted%. ` �►�t p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 7 /'Y " $42.017"REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ! 1 / ' • PERMIT NO. (206) 431-3670 ' i Prbj4N. A d_ry s ty ut_e_A-i (11,-N Type of ins 7 peFtipry. 41/ ,j,teeL,r INO. Addreasz:1 .t 6.' c ..5r Date called:/0/0 ge Speciali instructions: .,; . ..,,, Date wanted) f /g o 24) c Requester: Ti24A44...k.v_cr—\ , Rhone Nto c 243— 4-5. 2 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: (5 4,-ei Ali freie•f cl7 -D—R4.1 ,1-7a--- 0, , es ./1 Le....kt-g-41-- 1 r I. 0 N L.2 Ls- A2.--7&) / 44.-.A.,...e-t,L1 l/ 7--- Pa c4.45 A; 75 74- /12 4.0 21,6 2......–, 47 Ori 11 , /5, zi) ,,- ,,, „0--,..,,,....../c // Inspector: 0 Pi $42.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD. /--1;h Retain a copy with permit_tv `12-02.58 ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( ) 431-3670 Project: ON no e r Terri soil Type of inspection: 6povi drs aaion -Courriific Address:4141 t, 8 /soli, st. Date called. 9_ 21_ ci Special instructions: Date wanted: 61....30 _el g 7.. P.m. Requester: ,e) nOoler Terri I so n Phone No.: 204.-1/2434321 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3/3b/c18 vu-IN (15.) LiQ a kLk.A.A (AA4Xigsrk g 12) 60-61(.0 Inspector: c-■1 Ph/q5Date: $42.o0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: is�N^. �gi7i' i''•:. i;. s, �Y�:l; � .i�r %::�v�"`:a,YSa�.'L`,�;'...y :v :!v' ..a. �'._S'„ ;,'ct % 3� INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: AI') Type of inspection: �(`/) Address: iso...4L Date called: -"l-, - .59 Special instructions: Date wanted: 9 2-e--963 • Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ir . f:" - -- -,--4-4:11,—--t---3(1. .__ -"l-, - m / OL , 640 -1. e 6,a''/ ''-z,r �C ✓� L - i U Cpl fr 1 Zy C.0 i Cj,G._.-. /0 C c( / /2Y74- 402 ?.-...._ ,,,e, idte--5 Inspector: /%i. Ad $42.00 REINSPECTION ! EE R e UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: �*�. .� ^ Y:' .v:.- a.'r""'t:4���%°1'?= 5�7'Ar. Sri^` +.,... ..,.� M1e, ..•. X' "'r+,r�...,. `INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: �� n . ,%,,Ara .i0vIType _ of inspecti O� ) i i Address fit" 5 . / g fret Date called: $7_ 'j 4—Ir Special instructions: ►j �\{�,Q" Lit , ` - �Q1., —J, Date wanted: p... 63 Requester; r� Phone No.: f7 V/0,,getr ice` Approved per applicable codes.] Corrections required prior to approval. COMM ENTS: / / Q_,( Inspector; II 421 )P) Date: $42.00`REINSPECTION' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: tn INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: i 62. � - Type of inspection: G 3- -z-r? ,i Lj 4 A? Fri,gd- Address:'Y7 /4 f5`� Date called: / /��� Special instructions: Date wanted: J /�,/y� / / P.rm: Requester: V 4C 4,-,/9 .�7 ‹5 -�- ^. r4,2, Phone No.: O �, Ce. -e-e - ZbG- 9lq - /1 S 1,-.0 /1-4, ce c-40 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4-7,e-C, Lj 4 A? Fri,gd- 0(../fr." ,1), re_.4 1 /4,,t-l'# /2 AaU S1. / t:S 69 /— rAe, ♦ f L V 4C 4,-,/9 .�7 ‹5 -�- ^. r4,2, 1,-.0 /1-4, ce c-40 " ( L <� // yam- / J Spe ` ( t/ �'-. 1� .0^ / r �% [Inspecto Date: ,- f����' $42:'60 REINSPECTION FEE 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 John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. Project Name IR.. CD Af.57 eucT t Address 9t1/69 NO 51 Retain current inspection schedule Needs shift inspection ;Alit F /(-7 Suite # Approved without correction notice Approved with correction notice issued Sprinklers: /3 t Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature (LeINALAPP.FRM F,0 5 /2-- Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 TO: FROM: y DATE: C. City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director Kelcie Peterson, Permit Coordinator Joanna J. Spencer, Public Works development Engineer February 4, 1999 SUBJECT: TR CONSTRUCTION NEW SFR 4416 S. 150th Street Revision No. 1 Permit Number: D98 -0258 Review Approval The above revision which involves placement of 4 ft high rockery 75ft long in rear of the house has been approved on February 4, 1999. This approval has been entered into the Sierra Permit System. JJS /jjs cc : Applicant (with copy of revised plans) Development File (with copy of revised plans) PW Utilities Inspector (with copy of revised plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 APPROVED PER PUBLIC WORKS 'r7 Xt /46 -4Z E /N SL' S /DE Ad I.E cE3 NW DF S /4 Zd S- AVE. C. -- 71.Ld ,q29.! .Z6' W/L P,P/YA 7.E SAN / 7."4"Y ME/' /7" PUBLIC WORT w a. cc ru 0 4 �.._ Z 4D 0 w Q ' , I / 4 - 2 . . . . L /N Se S /DE GdLE &NW OF S' / 4 4 4 . 2 7 1 7 A Vk"" . -- 7 /.'LI 'g29J Z3 S 231' Z57 X30 X28 246' W /D.E FP/ vA7E. S // /7/ PY SEW�P /1SF/y1F//T ZS' W /D.E. STD.PM D,PA /N4 6.4 E/ISG` M.E " r FDR �/ 7 /DIV 'IV 5/ TE TB/ 7 �C' e SP/ /l4E /N P. P. - EL . 224. l6 NEWG�'c.a. RJW ..• 464r. 06 51) -7; N FUTURE DEVELOPMENT ON ,STEEP SLOPE AREAS MAY REQUIRE A GEOTECHNICAI.• REPORT •ANN ADDITIONAL SETBACK • LEGAL • DE FROM THE SLOPE PRIOR TO THE ISSUANCE OF BUILDING OR LAND - LTERING PERMITS. '. _ FOR HOMES LOCATED ON LOTS I, 2, 3, 4 AND 5; SPRINKLER SYSTEMS WHICH MEET •GITY CODES MUST BE INSTALLED ENTIRE PAR( IN ANY•HOUSE LOCATED MORE THAN 250' FROM A FIRE HYDRANZ PRIOR TO CITY APPROVAL FOR OCCUPANCY. TRACTS )3 'ACCORDING ' .IN KING COU SECOND ADDITION TO .ADAMS' NOME TRACTS, VOL. '12/90 TRACT 7 I .,ET 4' REBAR & I.D. CAP , N 88'02'45" W 41 TYP. N M .1 28.68' • 411* (6o it, $ht LOT 4 it 0 0 12,867 sq. ft. N 88'02'45" W 128.66' • TRACT 8 • 110' 1 128.68' b LOT 3 10,636 sq. f1. 'LOG. SETBACK LINE s' N 88'02'45” W 120.66' N 1'09'02" E b rTr LL Col I • o/�r� J I�� W • 1 V I�J,r 14,411 TBACK L • N 88'02'45" .128.65' /S 1 rc z a ) Kn 4 7' I— EXISTING 1 HOUSE •4414 1 • ►. Iv LOT 5 l L /3.S 11,100 sq, ft. • a�. ` S 88'01'95' Ei J, -" 4+ I- 34.71' VV ; 19- to_35.28' - — �-1 • H 88'o2.�s- w •i • 9 \ „• 30' ' 30' i•. •k �... — Cin CD CO I (N z 0 L kJ I ... � Q CC BLMfa• SETBACK Lig — c N 88'02'45" W 128.65' • q �y\ Lu \o�; J \\0\ t j \o, \ C ��a). cc 11 I , �;; EXISTING � y I 1 I I HOUSE i,1 I LOT 4434 ti oe1 — f.D 4 2 • I$ I- '- -- - -- I 4: z Li M I w I a I w• I� . I 3 • I w iv I ' 1 I c w w Iv —• Al T - Al T I N 1Z IILL! • ;%.o z $ b 25' 20' 15 151 . zcI I N 88'05'13" W 128.63' �•.... 66.00' : ' �� - -- 40.00' f 1 � A;+-- EXISTIII MI TO Of RELOCATENIfNMEI FUN TO AfflOYAL Of WIRT PLAT. .�g ti I w sr LO\l' LOT 6 15,431 sq. ft. STORM WATER. N DETENTION EASEMENT N 88'05'13" W 128.63' 72' TO BE DEDICATED LOT 2 10,635 sq. ft. — bJ 18,116 sq. ft. AFTER THE' LOT i OF CI AS RECORDE RECORDS OF SU8JEC TC AND U• TI AS SHO r H • LOT 2 OF C AS RECORDI RECORDS 01 SUBJECT. T( •AND UTILIT EASEMENT .F .LOT 3 OF ( 10' • AS RECORD RECORDS 0 K0 AND • UT I L I 1 SIDE SEWEF co LOT 4 OF AS RECORC • RECORDS 't SUBJECT •T AND I ASS NI LOT 5OF AS RECORI RECORDS SUBJECT. 1 • • SEWERTEAS LOT 6 'OF lo' AS RECOR RECORDS N 110'05" E TO THE CITY OF TUKWILA WITH THE RECORDING OF THIS SHORT PLAT. SUBJECT • AND UTILI SUBJECT ,HEREON. t • 1 ]. FOR HOMES LocA 1 • - • IN ANY .HOUSE LOCATED MORE THAN 250' FROM A FIRE HYDRANT PRIOR • SECOND ADDITION TO 'ADAMS' NOME TRACTS, VOL. 12/90 i dET %" REBAR & ID. CAP TYP. I TRACT 7 N 88'02'45" W 0 0 0 0 128.68' LK I la LOT 4 12,867 sq. ft. TRACT 8 • • co co • t 1 10' N 88'02'45" W 128.66' 1 t 1 7 I— —;— -- 11't: — — — — : ii I 15:1 TS: ''.1: _ EXISTING , ;I. • ..• I HOUSE •4414 �' : ' al _,. ! O 'a t I 1. ,.I.. ' CV C4 1 1 c.� *,I LOT 5 ;v1 Co 1 l 1 LI . • w ati 11,100 sq. ff. !6. • S 88'024 E • 1 �„ScTBACXJN€ •_ + _....Ifs : + I O 34.7!' • N 88'02'45" W ;11 128.65' o ,t I 35.28' • — t 11 88'02' '� M _ I N r09'02" E CC Q ww 0 C �� 1 ack9" LOT 6 15,431 sq. ft. STORM WATER. N DETENTION EASEMENT N 88'05'13" W 128.63' 128.68' b (LOT 3 10,636 sq. ft. • BLDG. SETBACK LINE 15' N 88'02'45" W 12E1.66' 1 40.00 %; okr �+— EIIISTII8 uta 10 If IEIOCATEI /IEWfEI .. • lI1/00 TO UPSON. Of MU PUT. 1=g Im r• W LOT 2 0,635 sq. ft. _ _ KM, SETBA0. LIME— — — — N 88'02'45" W 128.65' 72' � .... • 66.00' ■ TO BE DEDICATED TO THE CITY OF TUKWILA WITH THE RECORDING OF THIS SHORT PLAT. 1--- 3c,. - -1 20' � y EXISTING r'.— I HOUSE t` ba ° 4434 %I o LOT I 1 Tr z I 1— -- - -- I. w a i °o 11 18,116 sq. ft. X re) I Li I 3W NIM I c:3 19 mi u o Iz � .5 sI N 88'05'13" W 128.63' �_ 0 S � . In 1--- 1-om . ,, m � c rn C, 93 ,'i'0" N ,/P.e ,9 ; T cc' 150TH ST. N 88'05'13' W SURVEY MADE SURVEY ACCURACY MEETS OR EXCEEDS WAC 332- 130 -090. ER 216 EDfA SURV•EYOR:S CERTIFICATE his map correctly represents a survey made by me or under my direction in conformance with the requrements of the Survey Recording Act at the request of EDNA M9RIS AND I.M. STASEN IN MARCH, 1995. at t of Eugene. .Aaroe. .T 'ACCORDING 1 IN KING COUI AFTER THE LOT I OF CI AS RECORDE RECORDS OF SUBJEC TO AND U' T I AS SHO H LOT 2 OF C .AS RECORDE RECORDS OF SUBJECT.TC AND UTILIT • EASEMENT .F .LOT 3 OF C .AS RECORD( RECORDS 01 AND. UTILIT SIDE SEWER LOT 4 OF 1 AS RECORD 'RECORDS 0 SUBJECT •T AS I1 ASS N1 LOT 5 OF AS RECORC RECORDS ( SUBJECT. 1 AND • SEWER TEASI LOT 6 OF AS RECORI RECORDS SUBJECT AND UT ILI SUBJECT ' %HEREON. ti eo‘<o _ . \1r. et, --e: C CITY OF T' IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #:D98 o o18 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. ❑ 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 S� /5 �ca -.vr � P 6._ t. r-� ' f�Q C f= !mot BATHROOM FAN 50 CFM ) --a_U tr\ rp f 9 _e.- 0 BATHROOM FAN 50 CFM Ka- t- •ed (A / »-/ /4O BATHROOM FAN 50 CFM Rre7 (A..) ti ( k / S` O LAUNDRY FAN 50 CFM v CZ_W /J 9a/( d ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) .}}% 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: AYES 0 No If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. 1.71 r Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O 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. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ OR: ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. Central forced air furnace which delivers outside makeup air through the ducting system. AECE�UV ...nv Of ENRGYCOD.DOC 2/13/97 CHA TER 6, PRESCRIPTIVE 01211, )NS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I OPT I 0 OPT II 0 HEAT SOURCE' ELECTRIC (except heat pumps) OPT III 0 OPT IV 0 OPT V 0 OPT VI 0 OPT VII* 0 OPT VIII* 0 Glazing max: % of floor U -value Door U- value (R- value) Ceilings:. with attics vaulted Walls: above grade below grade interior OR exterior Floor Slab on grade 10% • 0.46 0.40 (R -2.5) R -38 R -30 R -21 R -2.1 R -10. R -30� R-10 12% 0.43 0.20 (R -5) • R -38 R -30 R =19 R -19 'R -10 R -30: R -10 12 %. 0.40 0.40 (R -2:5) R -38 • R •30 R -21 R -21. R =10..: • R -30 R =1 b.... 15% 0:40 0.20 (R -5) R -38: R -30 :R -19. • R -19 R�10 R -30 310'•. 18% 0.39 0.20 (R -5) • R -38 R -30 R -21 R -21 R •10 R -30 R -10 21% 0.36 0.20 (R -5) R -38 R -30 R -21 R -21 R -10.,. R -30 R -10 25% 0.35 0.20 (R -5) R -38 R -30 R -191 R =21. R -30. R -10 (R -5) R -21 * < two stories R5 foam sheeting required in addition to R19 cavity insulation. z Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN.REVIEW.-(far official use only Selected Option is appropriate for this dwelling design. ® YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CITY OF.TUKWILA Permit Cernct 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: D498 .4250 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: (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 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 1 711 i4 !` l�.Je 5-6 y, 5-6 2 �.a.� • -� 1 q0 Cc 0 2. 2 2 �, ,� `jw�t°f/a i 9,6 3 c., 13( 6 ,v.-- 1 .... 20 ,,.Tr' 20 Z �'d 20 I r 5.-- 4 6 6 3D ( z.,..)1 r!r' r{ F t 3 f 900 Q t'W 7x? liq TOTAL GLAZING AREA 37 ert S.F. - TOTAL CONDITIONED FLOOR AREA (S.5" TOTAL GLAZING AREA 44 (add entire column) PROPOSED GLAZING PERCENTAGE S.F.x100= 16,9 3 The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the prescriptive option that is selected. ,� �F�TU�KW�'' J� 2 $19 PEW CENTER ENRGYCOD.DOC 2/13/97 CHAP,. ER 6, PRESCRIPTIVE OPTI6i1S FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I � �,�, y e N . Qtefilflmoiiew.ttie 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 AFUE Glazing max: % of floor U-value2 Door U -value (R- value) Ceilings: with attics vaulted . Walls: above grade below grade interior OR exterior Floor Slab on grade HEAT SO. RCE ..OTHER:(gas,. oil, propane, heat pumps • > .78 10% 0.70 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 > .78 12% 0.65 0.40 (R -2.5) R -30 R -30: R -15` R -15 R -10` R -19 R -10 >_ .88 21% 0.75 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10. R -19 R -10 >.78. 21% 0.65 0.40 (R -2.5). R =30 R -30; R =19 R =19. R -10 R -19 R -10 > .74 21% 0.60 0.40 (R -2.5) R -30 R -30 R =19:` R =19 R -10 R -19 R -10 > .78 25% 0.50 0.40. (R -2.5) R -38 R 30 R�10 R -25 > .78 30% 0.45 0.40 (R =2.5); R =30' R 30. * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (forofficial:use only) Selected Option is appropriate for this dwelling design. choice. Notes: ri YES ® NO Option may be a better Approved by: Date: ENRGYCOD.DOC 2/13/97 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering August 12, 1998 T.R. Construction SFR 44165 S 150 St Permit Number: D98 -0258 Contact Person: Rodger Tennison Phone: (206) 243 -4321 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 12,1998: Access Storm Drainage Land Altering PERMIT FEE 25.00 25.00 60.50 TOTAL: $110.50 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /tkf CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 Pantit &xwJ PLAN REVIEW/ROUft SLIP ACTIVITY NUMBER: D98 -0258 DATE: 1 -15 -99 PROJECT NAME: TR CONSTRUCTION Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division r' 21-q �I 2 gr -41 z Ai O Fire Prevention I -2g-�y Structural L Planni g Division to I-411 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -28 -99 Complete n Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route n No-further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -25 -99 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 Pa'vti 1OV. /AR PLAN REVIEW /ROUTING sliP ACTIVITY NUMBER: 098 -0258 DATE: 7 -28 -98 PROJECT NAME: T.R. CONSTRUCTION xx Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: Bt�it ing n � Division .�k� -98 Fir Prev ntion Fir t 3,1g Structural /4 �v n 5zr P an Division er mit Coor inator 1 DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 7 -30 -98 Complete n Incomplete Not Applicable n Comments: TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -27 -98 Approved 111 Approved with Conditions n Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 t CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: / t 7 PLAN CHECK/PERMIT NUMBER: / k PROJECT NAME: 7K Corti Srfp^ ✓ cTru .� PROJECT ADDRESS: tic %/(p CONTACT PERSON: a REVISION SUMMARY: � ZUCo 2 r' P��lcrJZ.. PHONE: Re D• rc d ti &(V 2 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. qEVISIONNO. � 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98 -0258 John W. Rants, Mayor Thomas P. Keefe, Fire Chief August 3, 1998 Re: T.R. Construction - 4416 South 150th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 2. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444AndoverPark East • Tukwila, Washington 98188 • Phone (206) 575 -4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Yours truly, John W. Rants, Mayor The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 Re( lential Sewer Use Certifi( ion hINC COUvTY (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 fe_,t<'L(OA' (Last, First, Middy Initial) Property Tax I.D. Number 0_0 '2.O& O -13 Property Legal Address: L- ci d Subdivision Name Subdiv. # Lot # Building Name (if applicable) Block # Property Street Address Z{yl g S; (S -0 r City, State, Zip /CJ (e4.; Owner's Mailing Address 2 a. t 5.3 r . ,d-t1 -3 (If different from G above) SeGL e` to-4 0 a 2 Owner's Phone Number (21() 2- y3 N 3 2 Property Contact Phone Number (Z66 ) Z ( 3 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District (JO. L — COIF Date of Connection: Side Sewer Permit # Residential Customer Please check appropriate box: Single- family Pl Duplex (0.8 RCE per unit) 1 3 -Plex (0.8 RCE per unit) �l 4 -Plex (0.8 RCE per unit) 5 or more (0.64 RCE per unit) No. of Units Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Equivalent (RCE) x 0.64 = 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental F% A in addition to this form. I certify that the information given is correct. I • •er . nd that the capacity charge levied will be based on this information and any deviation will require resubmission r: ted data for determination of a revised capacity charge. �-- z7- t� Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 2196t Date White — - ng County Yellow — Local Sewer Agency Pink — Sewer Customer CITY OF TUKWILA Permit Ceni,. 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT #: DIS° DIES H-lla (Required only if outside City of Tukwila water utility district) .. :.. PART �A (To be'completed by:appllcant) : and size of main): Site Address (Attach map and Legal Description showing hydrant location 02 q/( . ; (r CD Owner Inforfnation: Agent/C tact Person: Name: (tZ C U-,v I'fry C 1 _(0.v Name: Kor • •,.L to .,,,L di( 50 ...... Address: 2_( . (5-3,,-2,,( •z- iZC)j Address: Phone: 2L') 2 '3 -- e 3 - f 2 Phone: 2() GI 2_ Y 7" 'Y3 2 f This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit El Rezone ❑ Other Estimated number of service connections and meter size(s): \ — Wfr Vehicular distance fro earest hydrant to the closest point of structure ft. Area is serve ,(M/ ter utility district): Owner/A929 jg Lure: J Date: 7.- 23-- 7E7 7 , PART B.:. ?'o be.:completed by.water u Wit* dlstrict) . The . oposed project is located within (City /County) Minimum water system improvements: (At least equal to B2 above) Th- improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive pl.n or to meet the minimum flow r quirements of the project before connection: e) Ifs\ (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of A,; 00, at 20 psi residual for a duration of 2 hours at a velocity of ) I fps as documented by the _gpm attached calculations. I hereby certify that the above information is true and correct. 1(..C. i., ,Y ) i( .��(ST .°) 2_s- u.�> - 7— -a 3-1-41 .- Agencly /Phone %Z.,- `2_4-2;-cig7 Date • PART:C: (To-be:colnpleted by governing jurlsdicton) 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. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date WTRAVAIL.DOC 6/5/96 "WORKING TOWARD A SETTER ENVIRONMENT' SEWER DISTRICT 8oa8 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ERTIFICATE OF; SEWER AVAILABILITY/NON-AVAILABILITY'. IA Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability • Part. A: TO B.e. Completed by, Applicant)':. . Purpose of Certificate: a Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ID Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: R �_, i e „;� s v,., Phone: a ,43— yi;,L) Property Address or Approximate Location: `i `ij* 5 , / >` L! Legal Description(Attach Map and Legal Description if necessary): !t7 f zt i r,.F s3' L - QL -ca'SO . Part"B: To Be'•Completed by.Sewer Agency). : ,::: ;, 1. I a. Sewer Service will be provided by side sewer connection only to an existing `'7r size sewer 0 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) tm 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. al 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: a, v GFC: $ S)CD T SFC: $ rip — UNIT: $ TOTAL: $ 7..'7-CV (Subject to Change on January 1st) King County/METRO Capacity Charge: Approximately $1090 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: IS Required ❑ May be Required c. Other: hereby certify that the above sewer agency information is true. This certification shall be valid for one year the date of sigNature. By Title 7/.22/?t Date o REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 TRCONI *022NS 07/10/1999 EFFECTIVE DATE 08/10/1998 T R CONSTRUCTION INC 221 SW 153RD 17 SEATTLE WA Signature Issued by DE NT OF LABOR AND INDUST' IES BRUNING 40 72 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGh7S T Yelp `CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. /�\\ \N, \ \'� \� ��u iiIII I( Hi IIIIII(UI1141�t1111tt1t1 \ \ \ \ \ \\\\ ��� mn . = IIIIlllilfll Ili I p l I I � I r lRt I! � .fl � a � \ \ \� \ \ \ \\ lll • .....emnr t ; i — . @.i ••1 X111,11 ( i11 _ -' { • it =1 =' ` rrr 1 7 ,I; ,,gal t I • �',������ ���T 1 ,. II m mot fl, I I , pp 11; �pp l p q unautu a mtwuumumututtm11l11ut - 7 ,11171 I II III I,I Rill Ili II 7177MOMMETRIE Manor 11,.11 1in111' 77178111111 I III WEIR- Il,lIER 14 i UIIIIIIIIIIIIUi �� l} l i, 1 i{ l i' I�II it.IlillltLlt I�rlr��r■ � IYmrtnrllir t� iTu U rills i T,•eiirnutrt411: IIWIIIWIIltUI �E kl11111=7" 11811 uIIf�If(�i([(((m" 1 ' 1(f rtmnn llf'�Illtfll'flII1UQl �. I I ■I . n ' IIV - mnmr L ! IU 1R I Minn I - ,,.,,��N 11 III n tm er '� •� n i ?I m n rtn rn n r1,,,,........ o7T . ' �I � �� I =• l�m � nn�r IIIIerr"' �: ' _ llmu . %MUM {it1flii! • � 4, r A r,//. /• (r/ �,N 4;4/, t 4_ / ,v .. /1/,. ` � �� x e , ` 4,1, Y (rr�rr ,. rr , '(�'� 1ir.r+ ' r'Y { � u ( 1 n,/ ,ifft 1,,,, !, , k , :, 4 4 ,i. , ,lr y 1�,j >• v uI "i',, . 4 4 , i. 4.A% fj � v1 ;fi /G t / 4 , de ` ii 4j, � ,, nl (r( : t r FILE COPY Violation o /4,7 RIOBi of contractor's I understand that the Plan C. - ck cpprcv c'3 c �, t ' subjact to errors and o .' io s and app - z plans does not /�• - / j adcpted code copy of ap SEPARATE PERMIT REQUIRED FOR: 13 / MECHANICAL tr' ELECTRICAL EOLUMBING dGAS PIPING CITY OF TUINVILA BUILDING DIVISION t( � : 1 T � ti fit llt • u l f r r ryas r y, iI v PRcwE J F 0 2 1E ,, fir! /� /r - `j{ i�fl �lltllllllla frr��« COPYRIGHT@ Y¢ 4 RECEIVED CITY OF TUKWILA JUL281998 PERMIT CENTER ® CO Q Z col i W rA rn W 1 Q ! w 1 Ia t l° i z 6Deo l— II Q W cc OM 'Fi W 2 to PLAN NUMBER 053090 1 BUILDER SHALL PROVIDE THREE MONTH ETCHED 'TRACK RADON MONITOR WITH INSTALLATION INSTRUCTIONS AND RADON INFORMATION SIIEETS AT FINAL INSPEC1ION. DATE: DRW N : j SHEET 1 2 2.5 - 3 BRUNING CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL Otj THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 40 11 LEFT ELEV. 1/8" CRANE DESIGN INC. HAS TAKEN EVER` ORT TO NNSU E THE ACCURACY OF THE ATTACkED DRAWINGS, HOWEVER IT IS THE RES ONSI6ILITY OF THE CONTRACTOR TO CI -BECK AND VERIFY ALL DIMENSIONS AND CONDITIONS FRICR TO (....:ONSTRUCTION. 5 4 0 12 12 2 °6DO444 ;506p pX 2P&o "JJ/ Al261-112 T RAOsatl5 ( E.) *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 1'°(6 '7IDv: LITE (1YP GL5 Apo_' Et, T{2ArJ' OM (ABOVE) 111 REAR ELEV. 1 /8" c=i tib- GI�I MIJ -ro A / a Poor w ITI� I P•) 10 FRONT ELEVATION 1/4" g 4 1° Yi JAl.1� aj'�of3�! I1 II ! I 'e� 167 10 NOTEI Contractor to check and ver soil and slope conditions pr or to construction. CRANE DESIGN shall be notified of any changes due to conditions on site.1! 12. KILK VelJEFZ RIGHT ELEV.1 /8" Mil IIII it IS W W NM J W We MO WI V N 11111111111111 111111 10171x WI A 11111111111111 NE =mai .____, �__ elmm __=.11M . comae. _ ___ r t•___r• mann .____1 1____ ammo ____� r•__a•I.mma: ■__•_+ I____ •mm.1 SIMUNIIIIII=M1 • MUM 11111.1111.111111111/0. NM Mill MUM IIMMI1111111111 MIN MOM= MOM= ______________________________ 11=111.111111 •ISMINNIMMIEMM•MillIIIIIIIMIIIMINImili.001111==.11111.1111MINIMIN MUM MN _ a 'mama — - - — - - p . Aga, '. r a3010.AOO OOIOpmmOd6010203.0 10000oUla 00=4:.' � Ai �.�: If nOmm m m� '4 w0amm00F001W Afflr =M'- -__ g am , rm. ja — = I — H_ , W- ENEMA' tip, IMINNINI I 0OY00 _ :I1 % % ; ERN ■ z om -M i ii' EMEgi j wal mun NAMLIIIMMMMEg I mo .: — IN limmammilmm SUMO IN s■ 61 2_ i .mss/ __r , . __. ma we l.= ■_ IM•. 1111 loom• . , 11111.61.61111•1•1111• , PAPONIINIS __• 1010011.___. ANO NIP _ • 1010010._■_• A/W •O_ 01.0111111•MU .411196191• IN pia.•MM0100__Mil A •.__ 11X11111010•1111111•1111111 .81421.411N• 10100010___ A WHIN _ legle0.11=11111•M W. Mt Milli 00000___ NM, INN efa 10000__ IN•mm 000■ 000 Ise WO= _ elm 1115._ raerww... MO mml wama COMM MIMIC TETTEETT ETT FFELEFTE HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREE"I' FRONTING STRUCTURE SEISMIC ZONE: 3 WIND SPEED: 80 mph WIND EXPOSURE: B OCCUPANCY: R3/ LJ 1 ix 1 , FACIA AvAll r>en ,l7t'7l ICr ITT F i wl� -�v1'� Ct :1 S v m tk Mc* :_. tElz COPYRIGHT© CITY OF i mitA f s SEP 0 3' Z o 0 w 0 CC 0 z 0 J w u_ CC 0 RECEIVED CITY OF TUKWI JUL R 199 PERMIT CENTER 0 0 I- V a g w ET: -, ® rd 3 R 04 d1� w PLAN NUMBER ®cminan BRUNING 40 22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. DINING RM KITCHEN FAMILY RM WI OA 1° F .LiI (E. r<- ENTRY 11- 0 11 P7l -1 4' v?IGK X1 =f� Cry r_L `✓A 100 Io -od F: 5,1 11 i I .'171Z r 11/11-1 ' = fCJ Fi 1 Gf 23,44_ ert> azrzc, - g, s 6 -O t.l M Q iJ G m oJr I� � t � ( n �r czx� - 27 k f - ONO - 114 1 ''IrY IM( i J - PEW 1.14.bi-t/4 6mr F T p T o EE 0.11 -E5 alit . 11 J c Fu E MI- cn-l' -er f 1,-r( '1.CI t t ' ILL. lb ! t-3bl- Lb ' a_i rE- 9° SK- (I..lp,f_t__C- t 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. - 0,) - 1 - r'p �J. nn�vvE Xo l -Co ll I Op el ®1'e ll /. sFl 1 cnF� /11 r I "i 11 I - . MAIN FLOOR PLAN 1/4" r ---8• _"I ° of-1r JL�1J 4 k.i1J -- RD rf �IIAFr- � 0 I_ � ?Q I -c 11 Is 06 GARAGE L II =nL _IL- z '' (1ortf *[_T �L c zTN 3 II 4.1 -I I. ; . -i (--1-21 t T rot L-1 1 1 .111 I r -i i� Ivi li I-I ,� PL C Ft T l Cv l - -mi 16oI4_4,-rgr— BRntro Ivy tam Js:L d5 p - 21 -II- It�t��lota I lco IiaLL - t31'G LI/t"IItiJ. 1 /2'� Gol t 4 i ki, g c a ;104 t- t2 , 4 " 2�1 1►J _ 142. I c Wpb 1/N-i I ie-, t , T '-t 2 1 LIAL4. t�+J E.Lk T 1:24.-gro c10 447114414 "a.G. e- Fle.( , 0A.0. 7 TUKWILA AP. ROVIII") SEP 0 2 e..n RECEIVED CITY OF TUKWILA JUL 2 8 1998 2 I '> PERMIT CENTER COPYRIGHT@ 1111114111111111111111111111111 z 0 i- D w co 0 Q a z 0 -J w U- M 0 J 0 0 ' $ w CD Ill E co g ,y m .4 ad z 0 0 J 4. 6 E a C7 w W rzi ' 14 w wi ,.,z Cf) ON I q i i I O ( J J i . /P CC F- O 4 11111U - 6 n.. W cc PLAN NUMBER ©4 -inan ■ BRUNT NG 40 22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. STUDY 05° X / t- f (tip —fr; I V 1 — o II f �} MASTER BED 11 1_g11'11_ 1011 I_ 10 I2 t -1761- IrIJ- kl 4 PI -)%a -r2 \/-i 4 (G)l - .Ir'4(p *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. s II - 10 11 L _ OPEN TO BELOW L -ot-J UPPER FLOOR PLAN 1/4" Note: See sht. S3 -a for numbered references ►I } (%fit - 1'f(A'f, ro l: L -1h T Looatton Minimum at .25 w.q Kitchen fan I 100 CFM Bathroom fan( a ) I 50 CFM Laundrytan I 50 CFM 0 50 CFM (1 -2 bedrms) Whole house tan' • 80 CFM (3 bedrms) (choose one) ( -Ti- -I 0 100 CFM (4 bedrms) 80 cfm whole house fan with 24 hour timer switch, hot wire and undercut door for air passage. GENERAL NOTES * All headers to be: 6x8" DF #2 or 6x6" DFr1 (2a6" studwalls) unless otherwise noted. * All exterior & garage warn walls to be 2x6" studs. * Contractor shall check and verify all dimensions prior to construction. * See sheets S -1 through S -4 for construction and nailing specifications. * All interior walls over 5'0" refer to typ. inter. wall sheet S -3. * Gutters & downspouts to be provided as required by code. * Dbl. joist under all parallel walls (If over 5'0" or 6'0" that do not stack over walls below or special beams) and nail together with a 16d at 12" o.c. staggering between members. * All bolts must extend 3/4' min. above double or single mudsills for washers and nuts. I�i _1 1^7/ _ l ► 6-s � SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL HABITABLE ROOMS. ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS. HOT WIRED & INTERCONNECTED Jo r 93 COPYRIGHT© g : ® P m 0 iz 0 w d` 1- 1 J W WI = r M co Nii 1 'i 1 t- Y OF !1;VW!lA 11J asicK I i u tv w \.JLJ hig cc Z 0 1- 0 W 0 cc d z 0 J w LL 0 J_ 0 O 0 PERMIT CENTER RECEIVED CrIY OF TUKWILA JU 2 81998 PLAN NUMBER raeAatnn v�asi�arr BRUNING 40 22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. I -IPAH t7 2.2(21 I�kS�.M�tL•I -�t� —__r j1 -- 0% 5 (' 7-ripIoe.l 0/ (0I� ��.-1 (yx 12 FTC \/ '�I<1 - rrt, - r-i 1 I iv4FTo' 1441 i' *'s i 1ae3= 1. I vtr7 10 !f ' 4) ■1t.LI *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. FOUNDATION 1/4" Note: See sht. S3 -a for numbered references COPYRIGHT 0 0 H w rn w w z U, U, 2 I-- tl O z 0 F 0 0 0 a. w Q RECEIVED CITY OF TUKWILA JUL 2 8 1998 PERMIT CENTER z m 4`11 . g r 7 a a RiftL).(7) PLAN NUMBER o53fo3n BRUNING 40.22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TQ MATERIAL 0 THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 2AJ—f. p P( >T 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. x1,2 dr ( r J 47r -' v JiiJ1. 4 ORACE17 lr- IA._L- Pik . E � p - UPPER FLOOR FRAMING 1/4" • ALL 1><IJ U. .p. � sl- kl►J�, lJ� -10 —2> -Js-r 2 i (a li mac._ r= l!I.0xfv T(r MOW # 3 g T U Rr $ I" ill CO z cA < z aDw APPROVED U) I CO C 1 T Y L F T o,A I w lin'I Z cn VI .H O ", O ��G` o � v CC cu cr a. SEP ftT sp SE , 0 2 S99�i iv l� JUL 2 8 1998 PERMIT CLNTE z 0 w GENERAL NOTES * All headers to bet 6x0" DF 12 or 6x6" DFI1 (2x6" studwalls) unless otherwise noted. * All exterior & garage warm walls to be 2x6" studs. * Contkactor shall check and verify all dimensions prior to construction. * See sheets S -1 through S -4 for construction and nailing specifications. * All interior walls over 5 °0" refer to typ. inter. wall sheet S -3. * Gutters & downspouts to be provided as required by code. * Dbl. joist under all parallel walls (If over 5'0" or 6'0" that do not stack over walls below or special beams)) and nail together with a iSd at ' 12" o.c. staggering between members. * All bolts must extend 3/4" min. above double or single mudsills for washers and nuts. RIMED BRUNING 40.22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TQ MATERIAL 0 THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 2AJ—f. p P( >T 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. x1,2 dr ( r J 47r -' v JiiJ1. 4 ORACE17 lr- IA._L- Pik . E � p - UPPER FLOOR FRAMING 1/4" • ALL 1><IJ U. .p. � sl- kl►J�, lJ� -10 —2> -Js-r 2 i (a li mac._ r= l!I.0xfv T(r MOW # 3 g T U Rr $ I" ill CO z cA < z aDw APPROVED U) I CO C 1 T Y L F T o,A I w lin'I Z cn VI .H O ", O ��G` o � v CC cu cr a. SEP ftT sp SE , 0 2 S99�i iv l� JUL 2 8 1998 PERMIT CLNTE z 0 w DEDIVIIWUMCEInlcamplimmq 3 ATTIC VENTILATION CALCULATIONS DATE: DRWN: TRUSS NOTES Shall carry manuf. stamp & be installed & braced to manuf. epees. will not be.field altered without prior 8uilding Dept. approval of engineering calcs. Shall have design details'& drawings oft site for field inspection. All beams & headers to be 6 x V.N.O. Provide screened blocking over supports. Shaded areas - frame over. 40IVNING 4022 CRANE DE N, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL'O - THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. mime_ 6 STRAP 1 14 P hr �ft v - rte-- --,a a 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. # 5 5'4 f - 9 - - Ts aH - ROOF FRAMING 1/4" - 47 4 6 K T : Zxco" 4.4,61 „ST c z Note: See sht. S3 -a for numbered references tkr,S z.4 -SAVE VENTING TO PROVIDE 4.71n2 PER LINEAL FOOT (PLF) -RIDGE VENT TO PROVIDE 1ain2 PER LINEAL FOOT OOF JACKS TO PROVIDE 64en2 EACH MIN. 2 - !in2 -ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING in2 (M1N.k - 12n=1131n2 ,6) ��.-r��ss�s z 'l►� 1 121:x7r PI -t - 1%12 vL L. o I r ii a cm( oFEru"1(`� .IUL `Z B AO ;RMvr CENSER ■ I- U w O Q a } z 0 J w U- GC O -J U 0 I- i-- CO 144 J J CITY OF T UKWILA I g E p 0 2 1 g 3 u. 0 z 0 v 0 Q a W F wecn Hit I g54. `L 1 PLAN NUMBER 0530q0 • BRUNING 40 22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL 0 THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. MAIN FLOOR ELECTRICAL lat. UPPER FLOOR ELECTRICAL 1/8" 1 CITY OF TUI.;WILA APRR^tOVED SEP 0 2 t'2 3 CITY OF TURECEIVED KW►Lq JUL 2d1998 PERMIT CENTER z 0 F- 0 w 0) 0 d G J w u_ 0 i-- 0 0 0 CC a w m aV J z 6 N. w Q w ° w w w vi �n z CO x 1 I" I 0-- 1 z R 0 i; o PLAN NUMBER A53090 1 R RUNING 40 22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 2 x 2' Fug -1 MASTER BED - - lco ''o.G DINING RM DATE: REV: DRWN: - P P r -- I:71 . 4 PGY � f- F"/� . 11 . 14o' If5i j�11J TO Ir F 1 COPYRIGHT© SHEET 8 -i I a `CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. SECTION THRU 1/4" -t- tooF 00(7 12 I 10 -�. L7 - 11 4'1 -1 1 \/z .r rz- CITY OF TUKWILA jWI! A APPROVED O cc SEP 8 2 19x3 137'41(--K- \/5JE . ELENO RECEIVED CITY OF TUKWII-A JUL 2 8 1998 PERMIT , R z 0 w U, 0 CC a Z 0 w u- m O U O I— I- 0 w cl) w J I— w w U, F- U- O z 0 El g MI off . z w wb.iig � n h x l I Nau-61 PLAN NUMBER O 2fQil L - • i CRANE DEMON. INC. RESERVES AU. LEGAL lIIGHT1 TO MATERIAL ON THIS SHEET - SUtJECT TO CRINiNAL PROSECUT►ON. r-n rJ �At�/ ° t PA. '>N 16d • 12' OC. GRADE C G.LIN ;L £ x L HANDRAIL OR RAILING 10d • 6' O.C. MAX Ed • 6' O.C. EACH 4' PERF. DRN- TILE SET IN GRAVEL IF STEM 4 FTG. NOt MONOLITHIC USE •4 DIA. (VERT) REBAR • l(O O.G. 4 I it I 9 STAIR SECT IONO - RIM JOIST 3/4' TOG PLY. SNT cR OSB. R -15 BATT 11 FLOOR JOIST PER PLAN 2 - •4 CONT. REBAR TYP. ONE STORY FOUNDATIONO "CONTRACTOR NOTE - A!1 Dimensions Shed! Be (2*:kPd And Verified Prior To Construction. 3 12.04J5 I/2' DIA. x I AJ9. Uhl 121' _GOF�JEC..I llll 1il F r- 1L�rPNFrJT 2KU' Pr MUD 51LI.- 1 J L Folz r MIL. vISQUEEN ia.AGV) VAPOR BARRIER 12' CLEAR BEAM TO EARTH IS' CLEAR BOTTOM OF JOIST TO EARTH 2.6 STUDS • .6' 16d • 8' O I0d • 4 O.G. GRADE !JAIJDEAt L5 -" 6D Poi PiaoiEGT MrKe. 1 ,/2 1 fl-IT' T} UI CO STAirz Wr D-10140 Fl(avt A .r&c . OF Jor LP-5., rrJA 12 6E1 WE- WALL # TNT NA4Oon . IL - 'EGTIOI -1 I Grg!'s, . 2. , Ioaf,".9 2.1}1 IIpIIp.�pJP P PCP:nc;J OF '0OUW h10T Dt: l w 1 OFD MOVE T1 -V4-1 2 iU c - 1e,-L L m S J - SEc1 IG B.9 3. W JDR IL- rlhvl• T1-lIC}Z J4DS RETUIZJ-IEO OrZ IOUL t5 T><KMII L. >✓ i IIE ML �5 oz. , FE.Ti' 11a1Zf111IE1f7 - IG10.o.q SIRE BLGY.IC11 -Go {. F720VIDE. FIRE 51..GL41 4 wAUGE.• I-ED AII - �� p r2 �J frT T1-15 , �GM OF T}1� 21111 g :ndez.1 - �jPJD7 /*LGr llo ¢ IU FLOOR U.-- WI UIJF11J11*1rD 8d • 4' DC. MAX. WERE BRICK VEN- - PROvIDE 4' LIP 6' UNDER JOIST - REBAR • I(D•OC. (VERT.) TYP ,. KICK PLATE FLOOR JOIST 2x12 STRINGERS MAIN FLOOR LINE FLOOR JOIST DBL. JOIST LEDGER j V I E •0 F RIM JOIST 314' TOG PLY. SNT. OR 0.825. R -I5 INS. FLOOR JOIST PER PLAN 5/8' DIA. x I @' AB. s�/ 3 /o x7_' c7 11* r ..' I MAX O.C. 1 WITHIN 12' OF CORNER, 1140 Y tltil . 1' E1 tiBFJ{ - 2.6' P.T. MUDSILL r 2 O to U U.. FOtz EA�I 6 MIL. VISCSJEEN (t.k) VAPOR BARRIER •4 CC4'IT. REBAR TWO STORY FOUNDATION 0 0.14. PER PLAN ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS (TIER1AX INSUL. W/ EQUIV. R- VALUE TO BE USED IN ATTICS (WERE CLEARANCE NOT AVAIL. FOR BATT.) I/2' GWB (TTPJ Mill. "/bx TFlo LIJbEtz- LA U.u.O. GLUE I NAILING (IOD • 6' O.C. EDGES 4 BLOCKING. 10 O.C. FIELD - TYP.) ID. 32/16 R -IS BATT INS. W/ V. FLOOR JOIST PER PLAN TIP. WALL 5EG71oNO x 3' Lt 12' �,IrlIrl 3' DEL. TOP PLATE Fl ADEl2 - rEJz `` Ft,°4 IJIIJDOI•J - ('EFz rL,AJ4 2,4 IzIM JOIST' I 2.4 STUDS • 6' OC. 2.4' P.T. MUDSILL IL/ I/2' DIA. x 10' A1 0.7 21 • 4' ff. M {�.1 - ��.�.... wITIi�1 1 4' CONC. SLAB OVER 4' GRAVEL FILL W/ (OX(C- .J2.1 aW • .1 W.WM. IrJ 51. 4 4 vE.ZT. E ICI O• (r)- *4 6 , 1 1r Rt &uc- 7YP. GARAGE FOUNDA TION ATTIC VENTILATION I /150 OR I/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING 4 ELEVATION 1.-1/ Mu-I. /II/ /PA ONEATNIIJ!iU 1 -1.,2- N/ ' F3'-iJEL P Act..0 PERfr To DIE TIOUJ OP F}?AMI ,WD /+JE1 D Jau-IT 1 S1 HALF p< .JE1- LE PICT L UIJLFyh Na OJT� ERRUrI FELT Ae�� -1YPIC. L- U.►! O. EXT. WAR WALLS - 2xf5 STUDS • 16" O.G. OVER R -19 BATT INS. W/ VAPOR BARRIER lV 1'1111 `T /I(J'' /•f'A RATT'U7 `JICATNIII ' ( 14 �4 A1UL p IDIIUI S�i ) -I bUILO PELT BETI-JE SIDI C�� L 51-IEAT1.lIU5- r1t'1c A L ALL EXT .J IOTZ A.1.-LS OJT rom FLA.T'E F?r 2x 51LL y -E- 1/ 1 IDFz - r11 . ro .no> l Nor� NOTES, I. ALL ExTE.12-lotz I.J.A-L.Lf7 To DE- GoFI •UGTt. 1r4 o" c)s W / T HILL �zovl� 7 F'CR U.S.C,. U.un c- T14E. "L - A-1 - 15 f .•5 `Jf'ELIFICA FUIZTHEE. $ FI ECT 2. INTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING I GARAGE SEPARATION DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' AB. PLATES • SHEAR WALL OvER 2' WIDE 1c co PG.r-I AIt2 q� l`rlL i �jr'PGG TLS e.VTYJ�D r-iul. I°2" Ae+ . O./ IIJSU LI.TIL1 S1MF',2IJ Na.S I.IUIZRIcA4.1e. 11Eh. 2-O O . G O C z. H I r° q O d. G • -TYr Lido 2x bll¢D DLG✓;K'S W/ S LEI I - TGC � (2 ICI d Imo. Er-lb TO TRU OR R'•PrEE r,p } IDE. cowl: RcU OF Ro'!F 5Nl'ATT III e' f 1� It IU . e v ° OL Hhjc. 1•8 RS. CEDAR FASCIA W/ CONT. MTL. GUTTER v it =: TYP. BASEMENT SLAB 3a STEM WALL GRADE imar eatoz A' z '7I rrV5 E CL1 4LlaTJ 1 mLTs •� ;,/dix'Z x�d ;., SLA.D W ° J 12.1 r W 2 I 41142 1 - H1l.(E a ��D i��)) Pl)-t - RJR-Noizzo TAL- *4. I zeieve G l L/ QG. (>444- IzE .R - GG{- trialal . 2.6" r.T. MllDSI ..L 5/13 "•DIA. x l@" E. • 4'- @' G(3 t I JA _Ir4q OUT rem E�cN oF THERMAL BREAK z- 4" CONC. SLAM OVER 4" GRAVEL FILL LJ /UxU- W4. x W2. .II4M. rN ate► `R -10 RIGID INS. • PERIMETER 44 /EE -T" . I(D IV AL? 1-Ia0K5 2 •4 6Y1( 4 I 8" I 4" - APRROvED 16" TYF'. BASEMENT 5LAB SEP 0 2 ` ,' � v 2 ly 9$ ie ■ I I II 14 PtFt SUOM ITTLv,T oIJ ora Iti17UL. I 01 I 6U IZ R� TP OM. sf'L-IC JE 5-T22- Is 7 a 2xb' CLEAT (EA. SIDE) it- OR SIMPSON MIL TIE a ®� (PC TTPE) 4.6' SUPPORT \/ POST b •90 FELT GRADE CONC. PIER -PER PLAN & MIL VISOUEEN (13L.4.4-I< . - 0 RECEIVED CITY OF TUKWILA TYP. POST 4 13E41 PETAIL6 \ JUL 2 8 1998 CpPypoiNFERMIT CENTER ., ,ll,■,.11110■l11, • CRANE DESIGN. INC. RESERVES ALL LELAL I4 O iti TO AIAT!RIAI bN THIS SHEET - SUdJECt TES CRIMINAL PROSECUTION. ccUt- lJi)oU'., IIEAD oR 23C0 c°_JoIIJT (Nr�DE 1 HULLIa Peg H E.K J) GONI -1 3E . frL�I I 517 12 O R F OLIO D AT I cid 'CONTRACTOR P4OT! – All blm•nalori Sheltie Checked And 15' (MAY VARY - SEE PLANS) oniuuctbn. 11 - 141. yI(f' ■ ►iArE IEATI.IIt4FJV t - Lc 2riV 1-.1. L.L, SOLE PLATE NAILED W/ ibd • e' oc - STAGGERED, PROVIDE BLOCKING • RIM JOIST RIM 1 FLOOR JOISTS AS PER PLAN (2)1 cv PL'T. SPLICE SHOULD BREAK ON IZ E COMMON MEMBER ad S d' O.C. e S OLE PLATE. RIM JOIST 1 TOP PLATE DBL TOP PLATES 2x6 STUD WALL — BAtt NSULATIoN (TTP ) 5 /8' x 10 .B. • 36 OG . k��3 / V' t JAh F 2 – 2x6 P t. DF MUDSILL Ed • 8' O C # I e /: r. io 21z *4 vtrz.i tRETANING WALL to -e' ua1a tu/ roar LULL) 2�Lo r-Uv Pa 4LLL ` z --4- -1 t.. z" a l�c J - t 12-11 ! j 4" 4,0 Kca - LJ2.! x Oa WW,tM. of 4' &IzA,ve.L FILL T- EFd1AL BREAK R -10 RIGID INSULATION NOTES IL_ ck�ILL . Ca 1 IOI�Z.. l� E (-Get, A Elr r Gv2Ft"( -1 � b • A IFIJ �lAL1_ t'�T�ILS p2o�/ib�b to - DIA. coNt. t'I uP - 3 N 17 o.G C-!z I PFLE 5 1-IA 1LED *1u� ur TV F v`fir 4/ i(0,1 6• I - OL ;4zPittak1' PER- COI -1TRA- •iOz_ I C RADt E3EAM At GARAGE 54e' DIA. x I(D' --, BOLT • 36• O. W/ 2x•4 P.T. MUDSILL 49' DIA. x IC' -- Ae.• de' oc. - 3 STOR-T (W;- E(2E PLTUJOOD USE 5/8' DIA. x Im' BOLT 32' O.C. WI 2.4 PT. MUDSILL) AMP TI= IIr"-I r =1111= 11 �`�"`�_ 11 1 111 111 Cot I fl U 1J S F> 'T1 t nA l t� oN- E3EARING SPEAR WALL Pi ONTOR sEARING WALL oN SLAB ivr or mil WALL rt,E. rot-I0- 8'xe; t►IICKC11r� tLOF •a �;Jr. 3.. UP - -- -2x6 STUDS • ib' CC • 3 STCRY, 2xd • 11 STORY - -d' GONG SLAB OVER -4' GRAvEt. Fit L 4I/ 400 '142 I r W WM III SlrtS � !o MIL. v!SOUEEN 144 I' SAPID OvER • LIvING AREAS 2 - DIA. 3' UP • 2 CR 3' DOWN 4 TCP PLATES P E A. DBR PE)Z I/2 b extr TFI� p � } R L OrDTAIL\ P- \ \ C," FII -! GL'VRc� l c kTh-J J arE-II - @T. BRlGK GOWMN AT EN7R7 WOOD STUD FRAME - -- WALL 5' IEARIING I' AIR SPACE (25) NON - CORROSIVE METAL WALL TIES r 5 f o c.Ea ps Jol 0 SV T I TOT -bra T.U.-1 a OFr. ��Fo2r - i o r t Ir?,c •mac . I Tin ?) WOOD JOIST - SYSTEM CRAWL SPACE -- CR BASEMENT 3 rill IIItur -1 ' x 9' x 2' BRICK G �?p* >4`"1 •A. 114TT t g I S CED Jot R I. 12 .E � �` ,10� DIREGTI CG `Jblcfc -1.. Ca' OR b -SEC EcTioN (2)- vev.r TIED� / 4/ +►2 ,'lES C B" GIG. ALTE2l1A.TE Roc - 1<5. 17 ' -- - SOLID GROUTED CORE ' CRICK VENEER lcp � `ulgvi SUPPMT I. -L&LL L r�l x_ ce ICUD Or'EU'U> —STEEL I Il i2. To ResT r Utz DIZIGK 1 u ELEV OJ VI e4.4 SEAL WI TRIM CR CAULK – FLASNNG 3/9' DIA. WEEP HOLES 1' (1211) O G. CITY OF IUVi[A APPROVED S E P 0 2 1H3 =UT 7 5r 3J/ - 1E.TA s Tr?, 12.1' e IrL o.G. vefzrc�L . RECEIVED CITY OF TUKWILA JUL 2 8 1998 3 "Md1t-fUNj lc' O e, PERMIT CENTER COPYRIGHT® V crow It1ESItiN. Mc. RESERVES t LE Mktg it TTrPAAL oN THIS SHEET - SUBJECT TO C11111INAL Eaosectmoti GENERAL NOTES: i8. t9. 20. :1. i i cRA .t. 8PACe yE 4tIL/ltlt 'i, HiNlt -*}i* Nat APSE& 1 bci kT. FOR EACLI Ise so. F'1, of FLoolc AiaEA. OPEC NESS TO DE J'I ACSD AS CLOSE TO CORNERS AS PRACTICAL EEID SHALL PROVIDE CROSS VENTILATION ON T LEAST TU)O OPPOSITE SIDES. 2. CRAWL SPACE, L24O156T*JCTED ACCESS, MN. 1,9•x24'. 3. ATTIC vENTILATIOIE )/ISO OF ATTIC AREA OR II3EE IF I/2 IS N SCfiFIT AND 1/2 IS 3' AESOvE PLATE LINE. 4. ATTIC ACCESS MIN. 23'x30' 1.01TH TEN. 36' NEADROc* - i. L1vw0TRUcTED. READILY ACCESSIBLE OPENING_ 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF IS SOFT. CR GREATER A MECHANICAL v)TITILATi 4 SYSTEM. CAPABLE Cr PROVIDING 5 AIR CI-IA _ES PER 1JCUR SHALL DE PROVIDED. i_ VENT PRYER. BATH.fiANS, AND RANGES /OvENS TO THE OUTSIDE. 1. GARAGE A240 HCtJSE OCCW°ANCT SEPARATION MIN 1 NR TAPED ANO FINISHED. GARAGE AND BASEMENT SUPPORTS TO DE I ER (5I8' TYPE 'X' OR EQUAL GTE. B). 8. TILE FOR SHCLLER SHALL DE 6' ABOVE EN181I FLOOR WITH WATER RESISTANT BACKING. S Eti 35 N EVERT' SLEEFENG ROCXi SMALL NAVE A MINIML41 NET CLEAR OPENING OF 5.1 SQ. T. 1-iE MTN. NET CLEAR OTEENNG HEIGHT DIMENSION SHALL BE 24° MN, NET CLEAR OPENING WISH Dnt'ENSIGN OF 20'. BOTTOM OF OPENING SHALL NOT DE MORE THAN 4A' ABOVE FLOOR ID. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 2jI-Ib,AND LOCAL BUILDING DEPT. ALSO REDAR AS PER SEC. 3102. H. 14E4RE4 EXTENSIONS - EEARTH SHALL EXTEND AT LEAST I6' FROM TEE FRONT CF, AND AT LEAST S BEYOND. EACH BIDE OF THE FIRE PLACE OPENING. WEERE THE FIREPLACE OPENING IS 6 SO. FT OR LARGER. TEE EEARTN EXTE ION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND. EACH SIDE OF THE IREPLACE OPENING. CONC. OR MASONRY MUST NOT eE SUPPORTED ON WOOD PRAT - 1N s. i2. APrEECA ic.'4 ANEE NSTALLATIc?4 c.c INSULATION AND vAPOR BARRIERS SI_IALL COT1PLY WITH TETE 1994 STATE OF WASHNGTON ENERGY CODE. 13_ GLAZING N CGt WITH SEc.24 Uec STANDARD No 24.2 AND WASHING TCN STATE SAFETY GLASS LAILL EXCEPTIONS ARE AS OUTLINED N SEC. MOO. UBC. 14. GLAZING IN LOCATION SUBJECT TO 1-1L1 I1PACt SUCH AS GLASS ON DooRS, GLAZING WITHIN i2• ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER tNAN IS' t0 A FLOOR SHOWER RS OWER DOO, AND 11115 ENc1 'eURE'S SHALL BE Qtr, er . , TEMPERED GLASS, LAMINATED SAFETY GLASS OR,SHATTER RESISTANT PLASTIC, 1_1in6 o�EleJrer e 4�►-s1 FAA sN� uMP1• T5. SLIDING GLASS DOORS TO BE SAFETY GLAZING. LAMINATED, CR TEMPERED GLASS. b - SEEEER EA'CL oeiRES SHALL 6E APPROVED WIRE RE, r'ORGED, TEMPERED CR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. - t1. GLAZING WTHN 18• OF FLOOR AND GREATER THAN N LEAST DIMENSION SHALL COMPLY UNTN IMPACT LOADS. SEE PLANS. . ALL EXTERIOR WALL GLAZING S1 BE DOUBLE GLAZED AND COMPLY' WITH TWE 199^1 WASHINGTON STATE ENERGY CODE. TREATED WOOD I WEATHER PER UBC SEC -- 2.?517 , UBC STANDARD 2'b- t THIS OFFICE AS51.1 NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES 1T.IIS OFFICE VERIFY TNE'ACCURACT OF THE ENGINEERING DATA SUPPLIED BY OTHERS WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD DE SUPPLIED BY CLIENT_ CRANE DESIGN 1445 TAKEN EVERY EF TO ENSURE TEE ACCURACY OF TIE ATTACHED DRAWINS, WOIL vER IT IS TEE RESPONSIBILITY OF THE CONTRACTOR TO CuECK AND VERIFY ALL DIMENSIONS. THE ATTACHED PLANS ARE TEE PROPERTY OF CRANE DESIGN. INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. TEE ICLDER c'T- THESE DRAWINGS MUST PAT A FEE FOR TIE USE CF TEE MATERIAL TIERN OR BE 3::E!JECT TO LEGAL ACrICN BT CRANE DESIGN INC. ENERGY NOTES: ENERGY NOTES PER ISSEVkSt- UNrTON STATE ENERGY CODE, PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -38 CEILINGS WIt-I ELECTRIC T 518TANCE HEAT R -30 CEILINGS WITH GAS TEAT R -30 VAULTED CEILINGS R -IS WALLS R -i3 FLOC OVER UNHEA:Eo SPACES R -10 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24 WDER SLAB. 11NEN CONCRETE FLOORS ARE WIT-IN 12' OF GRADE. ALL GLAZING STALL BE DUAL GLAZING AND SA. FT. OF GLAZING SHALL NOT EXCEED 71% OF GROSS FLOOR AREA FOR GAS d HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. ALL T7/ EN1NG5 AND ONTb N EXTERIOR WALLS STALL BE SEALED. CAULKED OR WEATUERSTRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL DE PROPERLY INSTALLED N ROOF, N ENCLOSED RAFTER 13P2cES, FORMED Uk CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF, RAFTERS. ALSO IN EXTERIOR WALLS. NSTALLED b ME ISQUEEN GROUND COVER LAPPED 1' -O' AT JOINTS AND EXTENDED UP TO F-otNDATION WALL (REQUIRED AT ALL CRAWL SPACES). HVAC EGJJIFt1ENT SHALL DE SIZED NO GREATER TIAN I25E OF DESIGN LOAD AND A MINIMUM RATED OUTPUT cF 1s1t.. TNERMOSTATS CONTROLLING HEAT SUPPLY TO MORE TI-IAN CNE ROOM SHALL WAVE A HEIGHT SETBACK FIREPLACES SMALL BE PROVIDED WITH A. TIGHTLY FITTING #LUE DAMPERS. B. READILY ACCESIBLE MANUAL OR AUTO CONTROLS. SICWERS SHALL NAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO AMAX OF 3 GPM PER SHO'J1ER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING W/ NAECA EEO ELECTRIC WATER HEATERS LOCATED IN LAIHEATED SPACES SUCH A5 GARAGES TO BE INSTALLED CN AN INCOMPRESSIBLE INSULATION (R - I0 MINT. • CONTRACTOR NOTE - All Dtm®ntlon/ STAN SS Chocked And VEII4Ed Prior To ConMrUctlon STRUCTURAL NOTES: I. DESIGN LOADS A ROOF LIvE LOAD 2s I'SF ttotAL Lop 31 PEFXW/TILE 6. FLOOR LIvE LOAD 40 PSF (TOTAL LOAD SO PSF) C. SEISMIC ZONE #, v•0.1411) D. WIND LOAD 22 P'5F E. SOIL DEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT RED - D ON ANY QUESTIONABLE SEEL 2. EOtNDAT1oNS A ASe&tlED MAX SOIL BEARING CAPACITY 2000 PSE UNDISTURBED CWT. D. POUR FOLNDATICNS ONLT ON LNDISTURVED SOIL. ( vERFY) C. UNDER FLOOR SLABS CO('1PACT FILL TO 15% HMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAM CONCRETE SHALL BE EG*JAL 10 (2506 PSI) MAXIMUM WATER TO CEMENT RATIO, 5 -14 SACKS CE CEMENT FER CUBIC YARD OF CONCRETE AND 6 -3/4 GALLONS WATER PER 54 Le. SACK OF CEMENT 2 PSI ASSUMED COT`1PRESIvE STRENGTH AT 20 DAYS. R SACK MIN/cU. TD. D. MINIMUM COvERAGE CE STEEL. 3' BOTTOM, 2' SIDES. 1 - 10' WALLS. FOR SOIL. SEE CODE )WERE SOIL NO PROBLEM. G. EG7UIVALENT FLEE, IEEESSU'SE, Mini. • ES FE 'VEIL FEET'. 4. REINFORCING STEEL A. ALL REINFORCING STEEL SMALL ME DEFORMED, INIFR1EDIATE GRACE. BILLET STEEL - ASTM A615 - 12 GRADE 40. NEW. CLEAN AND FREE OF DIRT. B. SPLICES. WHERE LOCATED AND APPROVED SHALL BE A MINIT O' I2 INCUE5 (2500 PST, CR 30 MAR DIAMETER (CONC. • 200p PSI 40 DIA.) C. ALL REINFORCING 314ALL DE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. ILELDED WIRE MESH 54 BE ASTM S. WOOD A. PER UBC SEG 2' 04 D. JOISTS AND RAFTERS, 2' NOMINAL I-IF NO2KD, Fe PSF FOR REPETITIVE USE USE CE. •7 IF SPAN OVER IT W/2x12' a It.' O.C. SEE ROOFING PLAN. C. BEAMS, HEADERS AND LINTELS, 4. NOMINAL, DF NO. 2. re - tri PSI - 0151 -F NO. 2, Fb• pc - 40 P5I,IT 00.I F do. 1.Fi3= (-rd 6' NOMINAL. DE NO. I, P32 -1350 PSI. OR Ip50 PSI IF 14E1 DF No.2, FF3= t? i' {�ji Or 1.10.1 Els U lei GEE D. STUDS 7x4 OR 2x6 1-F{Ii l GRADE°2 Fb -I300 PSI FOR REPETITIVE USE FOR STORY BLDG USE 2•6 or 3X4 • Is DC. •j DF. E. GLU - LAM REAMS 20F (Fb -2600 PSI) OR 24F (Fb -2400 PSI) UPC STANDARD 23 - 10 IABLE.NL2:24_Ei l:IPAR2 / 7 U EC USE 24E -v2, v3 OR EQUAL. (vISUALLT GRADE WESTEr14 SPECIES) Fb•2400 PSI, EV•153 CR 145 PEI WITH EXTERIOR GLUE OR IF SMEAR TYPE BEAMS (SUORT SPAN HEAVY LOAD) MAY USE 20F -v3 OR EQUAL Fb•2000 PSI, Ev.165 PPI. F. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL ES ASTM A36. NEW. CLEAN AND FREE Cc RJST. PIPE COL SHALL DE ASTM •53, GRADED OR ASCL. A36 STEEL. (ALSO 1. STRUCTURAL FRAMING A. FRAMING TO WE N COMPLIANCE TUTU UBC SEC.10 SEC. • 3•8, 2526/ • PROVIDE NAILING IN ACCORDANCE WITH UBC SCHEDULE 23 - 80_1E1 5TRK:TURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING 5C(IEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. (ALSO COMPLY WITH SECT. 2boi.1 IF 132!t,5." D PRovIDE BRIDGING OR BLOCKING AT MID -SPAN CE ALL SPANS OVER S FEET. E. USE APPROVED JOIST LIANGER5 WHERE REQUIRED. BRIDGING IF CEILING LNFINISNED. F. ROOF TRUSSES SIZES TO BE VERIFIED, DETAILED AID FABRICATED BY TRUSS MANUFACTURER INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE PE. CARE MUST eE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT I TO ADEQUATELY BRACE TRUSSES S. STUD WALL A USE 2,6 STUDS AT 16' O.G. PER UBC IcnT0. 230'5, 2320 B DOJELE TOP PLATES SHALL RAVE JOINTS STAGGERED NOT LESS TI-IAN 4 FEET. MIN. NAILING GE 8 • 41E MIN. LAPS • EACH SIDE CF JOINT W/16d • 12' CC. BETtLEEN PLATES FOR EXT. J INT. LONG WALL (2 d 3 STORY BLDG ) 9 ROOFING 45 P5F)6/I5EIF-T' PEE A,F.F.AC) A. APPLY RDOFIN3 IN ACCORDANCE WITH UBC. SEC.It O B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. I SECT. I•`iofW NOTES AWOvW ALLOWABLE SMEAR CAPACITIES APPLY FOR 2x FRAMING SPACED NO MORE THAN 16' OJT. 2 (WERE APA SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING, IS LESS THAN S' OC. ON EITHER SIOE, PANEL JOINTS SHALL DE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL DE 3x NOMINAL AND NAILS EN EACI SIDE SHALL BW STAGGERED. 3 REC TJ SHEAR IREMENT5 WALLS SHALL CCRM TO C SECTION 2'514 . GTTF UD 4. ALL EXTERIOR WALLS WI114OUT 4 DESIGNATED SNEAR-WALL NAILING SHALL DE APA RATED SNEATHI G OvER 2x STUDS • 16' OG. WITH 8E1 COMMON NAILS • 6' C.C. AT SHEATHING PANEL EDGES AND II CC. AT INTERMEDIATE FRAF1ING MEMBERS SHEATHING PANEL EDGES SHALL FALL ON 2x STUDS. ANCHOR DOLTS SHALL BE STANDARD •J -BOLT• WITH A 4d RETURN, OR A STANDARD 'L -BOLT• WITH 12d exTENSION. 3 ANCHOR BOLTS SMALL DE A 36 STEEL OR SETTER MNEM31 CONCRETE SIDE COYER SHALL RE 7' WI-TEN EXPOSED TO )LEATHER 3' WREN EXPOSED TO EARN. USE V?' C - c - STTR)cTURAL II , PLYWOOD PANEL SIDING (INDEX 74/0) OR 1/15' APA SHEATHING WITH '(HE SAME NAILING WITHOUT REDUCTION CF THE ALLOUJABt Z'4EAR (SEE ARCN. PLANS AND /OR GENERAL NOT W C -C STRUCTURAL II, PLYOOD PANE: °- 1DIP (INDEX 2 /c) MAY BE USED PROVIDING THE AL LOWAB L E SHEAR IS REDUCED OT Ip% (SEE ARCH. PLANS ANy) /CR GENERAL NOTES) y NAIL 2. OR 2x5 SOLE PLATES W/ Ibd AT 12' O.c. (U14.0). 9. ON EXTERIOR WALLS 54 IEATNING SHALL LAP RIM JOIST OR ELSE INCREASE SOLE PLATE NAILING TO (Ed AT 8 CC. (UNAJ. 10 DOUBLE ALL TOP PLATES AND LAP AT LEAST L8• AT JOISTS W/ 8 -16d EACH SIDE AND 1 6,1 At NO MORE 11 IAN 12' OC ALONG PLATE FOR EXTERIOR AND MAN INTERIOR WALLS HOLD -DOUIN SCI- 4EDULE: (NOTE I) O INDICATES NPAI -ID22. EMBEDDED IN CCNCR NAIL TO (2) 2x STUD WITH 24 - Ibd NAILS `> NOTES INDICATES . MSTA36 STRAP NE NAIL TO 2x STUD WITH 76 - 106 NAILS INDICATES HDSA. EMBED 3/4' DIA. ANCHOR BOLT 14' NTO CONCRETE (OR USE STAND A.H. WITH 26' MINIMUM EMBEDMENT)) DOLT TO (2) 2x STUDS WITH TWO 3/4' DIA. MAC) -TINE BOLTS. NDICATES HD-A. EMBED I - 115' DIA. ANCHOR BOLT 15' INTO CONCRETE (OR USE STAB2E WIT) 24' MINIMUM EMBEDMENT) BOLT TO (2) 2. STUDS WITH THREE 1/8' DIA. MACUINE BOLTS INDICATES NDS. EMBED 1 DIA ANCHOR BOLT 25' INTO CONCRETE BOLT TO 4. STUD WITU TH REE I DIA MACHINE BOLTS ALL HOLD - DOUNS REFERENCED MANUFACTURED BY 'SIMPSON STRONG -TIE COMPANY, INC.' HOLD - DOWNS CF EQUIVALENT CAPACITY WY OTHER MANUFACTURERS MAY BE USED. ALL IJOLD -DOUNS SHALL WE INSTALLED PER LATEST MANUFACTURERS SPECIFICATION (5IMPSON CATALOG C- 52N-I). . SEE PLANS FOR LOCATION AND INSTALLATION DETAILS. FOR ANCHOR DOLT INSTALLATION REQUIREMENTS SEE NOTE 5 AT SHEAR WALL SCHEDULE. ELOOR_ DIAPHRAGLE MNIIRL 1 3/32' THICKNESS. APA RATED TONGUE d GROOVE SHEATHING WITH led NAILS • 6' DC At SUPPORTED SHEATHING PANEL EDGES AND 10' O.G. AT INTERMEDIATE FRAY - LING MEMBERS (SEE ARCU PLANS AND / OR GENERAL NOTES FOR RED'S.) SPECIFICATIONS: )TEE! 4PEC:JE1QAIt@iS1 I. USE 250c PSI CONCRETE SPECS AT 75 DAYS. 1,50A PSI MAY BE USED BUT RECOMMENDED HIGIIER STRENGTH. 7 USE A5111, AGI8 -,F9 OR EQUAL GRADE 40 REBAR LAPPED 30' MIN. AT SPLICES. CORNERS • INTERSECTIONS. IF 2000 PSI CONCRETE. LAP 40 DIAMETER MIN. GLU-LAL BEACI1EEGIFICAuOy5 _ I. FOR LONG SPANS, USE 24F.y2, v3 CR EQUAL /TABLE 2.E PART A. UBC 19 GRADED WESTERN SPECIES), Flo • 2,400 PSI. Fv • 155 OR 16$ PSI 4 EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING TO GLU-LAM SPECS PRIOR TO ERECTION ON JOB. 2 )WERE NAVE 51-!ORT SPANS ( SMEAR BEAMS -) USE 20F - v3 OR EQUAL WITH no • 2,000 PS? AND Fv • 165 PSI AND OTHER SPECS SIMILAR TO 1 ABOVE. D CITY OF TL CWI , S ' 1 7 ) 0 2 1 2 ' 2 3 APPROVED EC I9t D p_BQ_QRF. 142011 TJ3d; 2Es- ticL1IPitra 1RDER TRI:�4E� ETC I. THE TRUSS MANUFACTURER 5TALL PROVIDE ALL DESIGN AND ENGINEERING WIT WASHINGTON SPAT. PE. STAMP O14 DESIGNS. DURING ERECTION OF TRLISSES, TEE BUILDER 54 TAKE CARE TO ADEQUATELY BRACE TRUSSES a ALSO NOT TO OVERLOAD THEM WITU EXCESS BUILDING MATER) .P'.ECEIVED C ITY OF TUKWILA JUL 2 8 1998 PERMIT CENTER I I I l! - I I I I I 1 - I 1 - 1 11 - 1 1 Se (LAN NUMBLP 1 I CRANE bESIGtN, INC. RESEIRVES ALL LtGAL RIGHTS TO MATERIAL oN T Hts SHEET - StAI,JECt TO CRIMINAL PROStCUTION. COtntECflOtt 1. Joist to sin or glider. toenail 2. Bridging to Joist. toenail each end J I' x 6" t25 mm x 132 mml aubflooe or kss to Loch Joist, face hall 4. Wide. than I x 6 (23 mm ni 132 mml sublloor to inch Joist, (nee WWII 3. 2" (31 mm) subiltsor to joist or glider, blind an face Will 6. Sole ate to st ocking. Intent face h ll Sole Plate to jooi it st or M ocking, at braced wail Panels 7. Tots Plate b stud. end nail g. StoJ la tole a late 9. bootie thrift. face Rol I I i0. , Ica lop ppiafcs l $kal ixe n511 none lop P(ald, lap ',Ike I ll $locking between Jolsii of Wiwi to lots piste. itienilt 12. Rim joist lo top plate. Toenail 13. Top plates. bpi and imenedlons. face nail t4. Cantlnuoui keaJei, tan piccei 13. Ceiling Joists In plate. toenail 16. Continuous header hi uu4. toenail 11. Ceiling bolas. laps over panitlons. face nail (8. Ceiling joists to parallel ,alien. face nail 19. Rafter to plate. toenail 20. 1" (23 mm) brace to each stud and plate. face nail 21. I' xi' (23 mm x 203 mm) sheathing or less to each bca-Ing. lace nall 22. Wider than 1 "x 8 - 133 mm x 203 mm) sheathing to each bearing. face nail 23. Built -up comer studs • 24. Built-up girder and beams 23. 2 mm) planks 26. Wad structural wets and particleboard :s Suttlicast. ] rpnt and wail sheathing lin himingi: ( I inch - 23.4 inn,) i , .t - � /1" -iin Combinatlon scbfror- undcrlaymeni (to framing): (I inch w 23.4 mm) 2 14 . and Teas 2 /ti -1 l' /ti - l'i4 27. Panel siding (to framing): 1 41' 13 mm or less 5 /li 116 mmj H. Fiberboard sheathing: 113 Tram) 75 /ii - (2U mmi TABLE 231- d- NAttitil3 9CllenUth NAIUNO' 3.84 2 -Rd 2-Rd 3,1,1 2.164 l(4 it 1406 mt hk, 164 pet 16 " 6' t4oe o hi m) 2.164 .l-ilJ, loehdll b) 2• tiJ IoJ ire! { 9 164 let 2' 1RIt{ al 6' ( as lnOfi 3 - 8J RJ at R' 1131 tnml o.c. 2.16J 164 al 16 - 1406 mot u.c. along each edge 3•RJ J-RJ 3 -16d 3.16J 3•Rd 1.1W 1101 3•04 164 at 14' 1610 mm) o.c. 204 at 32" (el3 mm) o.e. at t p and bottom and ltagecirli 2 - 204 it ends and at each splice 2.16J al each bearing /,J3 10 or 60 adl it>dl br 8d . 164 or tai 61 84 No II t.1 (xl No 16 gag No. I I kn.. Rd' No. 16 ga.' 29. Interior paneling 1 /! 1 Cnmman or boa nails may be used except where otherwise acted. =Veils aced at 6 inches 1152 mm m rm i on tenter al edges. 12 Inches 1305 n,l at Inteediate furrow; except 6 lnrhet 1133, mmi at all aur pons when spans am 4R Incise 11219 mmi nt more. Fot mlling of wm+d sir_ ^rural panel and pictici beat diaphragms and thoor .- .11c Teter to Section 23141 Walls for wall sheathing may oe common. lma or casing. 3 Cummon or deformed shank .Common, she J:. 6 Costosion- resistant aiding or casing nsiis conl„rmtng to the requirements of Section 2325.1. 'Fasteners spaced 3lnches 176 mm) on center ii exterior gages and 6lncite/ (132 mm) on center it lotem,e4iate sup• a Carnsion- resIstam rooting nails with' /(6- Inch•diam tpt II I rpmi head .nd I 'hind dB mm) length for i/1 -inch (13 mm) sheathing and l Incht4 mm length lot ',12 -loch (20 min) l heath )ng conforming to the requirements of Section 2323.1. 'Corrosion-resistant Staples with nnminal 1 /1 • rack ( l l inmi ktowil is I l t Ft• Inch (29 Mtn) len gth for 1 12 - inch t t i mot) Avulsing and 1 /1 Inchl33 um') length for n /ll -Inch (20 tom) &heal geonfarmingto the redulremenlr of Section 2323.1. lUPanel laments at 16 inches (4061nrpI120 insist 130* mill jt aieng! Rill IA the tang dfreellon of fit panel, inters otlw;•wtsc Mirk I. Casing Or finish hula !paced tncba ; 152 iron j 6ii lithe! Edget. 12 lnther liO3 mml hl Inter - ilP &roil +07 114124 Inches 1610 mml. t=aatng of ilittill hells (.iced 6 inclsef ili/ runt bra panel E4ge1, 12 incise( ups mm) at inlermedlate supports. 4dln 64tl MECHANICAL: SOLID FUEL EUtNHNN APPLICANCES C. InetAllaUon or duets shall comply with Section 603 UJ1C. D. Duct IneulatJon shall be installed In accordance with I.U.SEC. Table 4 -16. 'CONTRACTOR NOTE - All bimensions Shall be Checked And Verified Prior To Construction. Solid fuel burning applanceet Include air -tight stoves, nre plaeee stoves, room heaters /hireplaces stoves, rectory -built nreptacee, and nreplAce, Inserts. Weal otherwlde adopted by kind Courtly, all iolld fuel tourn appttances iha!I comply with the provld(ond or dectton 304 Ut3;c. 14EA t'IIJr �aeh d�l�li {n d atilt 6lrall ba provided with haatind sapabla o oiatrita{iitnd -taw at A 136t4 A' Above (J;a Nadi- ti All 14611.1614 fooi,ii the outAlchA lebnk3erAtUFe IA .11 get roi-tk tri 9e ctleit 1 WAh.c. ee 1tait t j.II U14C. A. 011.1 bUrhtng aq utpment located Withlr' the btltldtn envelobp.6 rcondtrUcted Under t4 WSkc.) &hall obtatn cUmbUdllon Air FPoni outdoor&, meeting the provie{ond or Section 101.1, IOU WIC. Hare: BUILDING ENVELOPE The elemenLa of A bulldlnd which enaloee eonditfoned spaced trrough whtoh thermit energy may be transferred to or from the exterior. 9ectton 201 W3lC. B. Fuel burning es utpment located oulslde the building envelope shall meet the provlelond or Section 601 uric. C. Ductwork, location and Source or combustion air, rererencee Section 602. 603, 604. 606 W1.c. All warm -air furnace shall be kited and labeled by an approved agency and Installed to !liked epecfhcatlons, Section 3041 UMC. Appllaneed intended for In&tallallon In cloemLS, alcoved or confined epacad shall be do Ilsted. Section 3041 UMC. No WArnl -Air I•urnice !hall be installed in a room used oh deald'Heel to be lived Ad A bedroonf, tiatl-toom, closet or in Any enctoded apace Iililh A ecedl only through Rich Foom or Rpaee, except direct vent furnaces, enclosed turnaeed and eleetr{e heating hk•naeed. 9eetlori 3155 UHc. No tkarm -air turnaee Rhall be3 installed In el etodet or alcove Ieb& Cher) 12' wUtder than the tUrnac3 or Rlmace3 fishtailed Mill A minimum clear working ;pace teed than 3' Along the aided, bAck and top oh the Furnace. 9ectlon 31�J UML. Lictueried petroleum, gad - burning Ale.pliAncei shall not be installed in a pit, basement, or dImllar location whowe heavier- than -Air gad might collect_ Appllancei do fueled eihdll not be Installed In en above - grade Underfloor Space or basement. unieed duck location la provided with an approved means For removal or unburned gas. Section 304.6 UfIC. (Approval .must be granted by Ole Building Crnclal. I- Jesting and cooling eetulpment located In d gdrdc3e and ashIch generates d low, s ark or Flam capable f In gritting v I g r' p e a l g .ilin� Flammable spore shall be installed with the pilots and burne,s or heatIng a mmeetis and switctve at least IS' above. U,e floor level. Section 3081 Fire dampers need not be Installed In air ducts paeetng it the, wall, floor, or telling separating a residence (Group R Dlvlilon 3 occupancy) from a garage (Group H DIvldlon I occupancy ,brovIded Such ducld within the garage are con- structed of diesel having a thlcknees not teed than 0.013 Inch (No, 26 Galvanized sheet gauge) And have no operntngi Into the garage, Section 302.4 UBC. Warm -air tur'naco lnstallillond In attics or crawl spaced shalt c.emply with Section 313 And 320 UJ - t.c. vury ippltAnce (dryer, range, atcJ deelgned to be vented Shall be connected to it venting system complying with chapter es, UNC. EverUU fAct6t.y built chlmhey, type L vent, typa it dad vent. or Igoe' 1311.1 dad vent Rhall 6,41h/14116d IH accordance Willi the terms of' dating, manufacture's inat- rucltond and the applicable provldtond of Chapter 8 UN.C. vent connection& &hall be Installed within the space or area In which the appliance Is !boated and shall be connected td a chimney or vent In such manner it to maintain the clodrencee to combuudtibies per Section 8I5, and Tablet 3 - C, UMC. DUCTWORK: A. Duct systems shall be of metal aS set forth In Tables Nos. e -A, 6 -F3 1 6 - or rectory - made Air ducts complying with chapter 6 B. Joints and seams shall be substantially airtight. Section 6015 fable No. 6 - A (rectangular ducks) and Table Nob - B (rlat, Ova and round ducts), Uric. M1 J� GENERAL: to lLoTS, BUWER, HEATING ELEMENTS 4 SWlTc -I of TI rtittslAc E AND 1-111/ 5t -4oULb BE A MINIMUM of Is' AEovt tUE GAIRACaE kLooR fl SE e4cULt ALSO ISE PROTECTED AGAINST ANY vEUIcULAR coLLI&IoN. Exit bcoRS sHALL oPERAbL r=12oH THE N W I A E ITN INIGNt LIGut btAbboLt, oR sEcURIrY clI AIN HoUN Eb At A 1-IEIa 1T of 46' HAxIMUN ABovE tlNIsHEo FLooR. GALL W000 IN coNTACT WITH CONCRETE oR HASONR')' s-1ouLb DE PRESSURE TREATED WOOD AND !BRANDED B'I' AN APPROVED AGENCY. OLIVING ROOM CEILING IS 24' ABCv5 HALLWAY uA - IIcN LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. t 5. REcbSSED LIGHTING FIxTUREs SHOULD DE IC. RATED AND ENcLoSUR1= LINED WITi - A lie' 61.1.11 3. TAPE AND kINISH. ALL DUcrS, PLENUMS, AND ENcL- oeURE THROUGH OR ALONG UN- HEATED SPACES,(INcLUDING TI-IcsE FROM GARAGE INSTALLATIONS), SHOULD BE triERHALLy INSULATED EXCEPT TI-1055 INSTALLED i3ETtI.EEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. lODRYER MOISTURE EI -IAUST DUCT SHALL NOT EXC A TOTAL or COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH of t 1ASONRY FIREPLACES SHOULD BE !'ROVIDED WITN A TIGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE c4° COMBUSTION AIR R SHOULD BE • PROVIDED WITH A DUCT OF t4. Sa. INCNI=S MINIMUM AREA ANDA- DiLY OPERABLE DAMPER 45 PER SECTION 402 of THE WAsi- #!NC -roN STATE vENT!LATIoN cobE. REF. SEC. 3l02. U$L. WATER HEATERS Lod'ATED IN THE GARAGE OF UNHEATED FLOOR ARE TO t3E INSTALLED ON INCOMPRE- SSIBLE INSULATION. 01-10T AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITI -I MINIMUM R -3 INSUL. WITH A FLAME SPREAD of 25 oR LESS IL THE SHOUJER SURROUNDS ARE TO BE A SMOOTH, WARD AND NoN- Af35ORl3ANT SURFACE NOT LESS 1H4N 70' ABOVE THE DRAIN INLET I2. c - PS'UH WALL BOARD BACKING UsEb FOR TUB or SHOtJER ENCL- OSUI B st -ioULb c$ A WATER REeISItANT MATERIAL. bo NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING AIR DUCTS PASSING TI- 1ROUG14 GARAGE WALLS , FLOOR OR CIIzINC ARE TO BE No. 26 GALVANIZED STEEL WITi� FIo OPENINGS INTO THE GA E. LANDINGS oUTSIb1= To BE No MORE THAN i' bELoW tWE TNRESI-lOLb. INTERMEDIATE RAILS To BE No MORE THAN 4• APART. STAIR HANDRAILS AND NANDGRII=5 ARE TO i-IAvE II /d TO 2' CROSS sEcrioNrALS AND 1zEtUi 'J to WALL. (CONTINUOUS) 17. 5 /B' TYPE ax G11113. UNDER ALL SAIR WELLS AND DoUt3LE LATER IF STRINGER SPACING iS MORE TI-IAN I6'o,e. 18. IF WATER NEATER IS OVER IN HEIGHT AND HAS A NON RIGID WATER CONNECTION, THEN IT IS TO BE ANCHORED AND STRAPPED To RESIsr EAK$TI- IodittkE Hor{oN. WINDOW MANU TO PRO - vIDE pot HoLEs IN EAcI -1 WINDOW IN EACH HAr3ITABLE RooH_ Barrio vENtiLATION As PER 151353 UB.C. SEE VENTILATIoN CALCULATIONS PROVIDED. [2]VENT OPENINGS SHALL 13E COVERED WITH vE f� I N C o O { RR S oN RESISTANT WIRE MESH WIT! - OPENINGS OF 1/4 So. INCH DIMENSION. L3]ROOF VALLEYS TO NAVE 28 GAUGE GALVANIZED FLASHING [4_JSNINGLLE � NAILS SE GALvAN {ZED STAINLESS STEEL OR ALUMINUM AS PER TABLE I5 - B - 2. [COMPOSITION ROOF FASTENERS As PER TABLE I5 - - 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EAct -I SEPEt ATE Attic AREA WITH No LESS THAN 3O• FOR I- IEADROOH ATTIC ACCESS DR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. NARDUJARE TO PROVIDE TIGHT CLOSURE. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE CoMPL!ANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. - - . CIJSIut\1 liol\1E D1E.SI(;N & STUCK PLANS TO REORDER PLANS 1- 800 -84a -5421 m [g]NoNbEARtNG WALLS SNoULb tit; NELb bo hRofl THE�t�� - s to idort t c,`,-I�o�'p W f�"lr.r' ov WIt : e i , E cry t v n vur¢ f f�t,iaa BOtTOH GHotRO WILL Not IsEAR oN NoN- 13EA1aING WALL_ 10� ROOF TO BE AACI -LDRED TO RE- SIST NET WIND ,IPL1p•r LoAbS. USE sIt�PSOf.i •H° ANcUoRs oR EQU1 V4LENT. I. TRUSSES WILL Not BE MELD ALT- ERED WiTHOUT PRIOR BUILbtNCs DEPARTMENT APPROVAL of ENG- INEERING CALCULATIONS. TRUSSES SHALL NAVE DETAILS AND DRAWINGS ON SITE F OR FIELD INSPECTION. bli APPROVED i- )ANGERS TO BE USED At ALL CONNECTIONS OF P4Im:r s JAck oP 140- TRUssES To tHE MAN GIRDER tpfJss. TRUSS HANUFActUR to F'Ro- vIDf= TYPE_ PROVIDE SCEENED BLOCIG{NG ov1=R SUPPORTS. sNAbEb AREAS • E OVER WirtI ix6 RAFTERS i 24'o.=.. NbATION: f�EsALvANiZLb METAL FLASHING ' "TO BE INSTALLED BETWEEN CONCRETE sLAD, AND WOOD HATERIAL AT ExTERfoR PoRCNES AND LANDINGS To RIM JOIST_ 2. 2- oNCRETE PIER P405 SHOULD PROJECT AT LEAs! 6' ABov1= GROUND UNLESS PR TREATED MAtERtALs ARE USED SECTION WALL ExpoSEp INsU.,4r104 HAtERAILs INcLUbiNG rAclrlc sUcl� As v4 ccoR �af�RIE S O 13 4T1 -1i b HAW - 4 s oLLb I Jd` FLARE if=tdb ' f-1 c bfr Li -jPkb "ref sNoILN oft �5i o oR LESS. . 111111111111111111111 CITY OF TLt,O;;?Y ;sir . S 'L P 0 RECEIVED CITY OF TUKWILA JUL 281998 PERMIT CENTER COPYRIGHT© (n 0 toe a_ >- 0 0 11- M a Z (n z (n t/i F 0 0 0 0 Q Q 1L CRANE DESIGN. INC. RSSERVES ALL LEGAL RK3HTB TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. NOTES: I. 2. PANEL ALL STRAP -IOLDOLLN5 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLDOUNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. ALTERNATE TYPES OF APPROVED HOLDOU.NS CAN BE USED IN PLACE OF STRAP HOLDOII.NS. SUBMIT DETAILS FOR Alr-IGY AT FLOOR OVER C SPACE t L 7 I i r1 ALT. ERACED WALL PANEL (P12lv5GR [PT 1 PFzcvr -1 roR I f z STOR'( BuILDINc,5 232.6.11,3j 4,4 POSTS OR (2) 2x STUDS • MN. IS' OC I /2' PLYWOOD W/ tad NAILS • 3' OC UNO PT r,&IJ L EL�oES EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 SILL PLATE NFT 4- -22- OF Lltis_ 3500• CAPACITY STRAP HOLDOUNS * MINIMUM UNO (SEE PLANS) - GONG FOUNDATION 4 FOOTING 2x4 TOP PLATE HEADED —I - 2x STUDS NAIL SHEATHING 10 EACH STUD ad NAILS PER TAbLE 23.1 -Q I 11A BAR GOVT Top,! 9aT r'1 ( r,1rTE: �rCGBPTIo1J r 2 •S tott- STRUCTURE. Il -17HE FIR YT 4- of As 2 5rorz4' 3 I) EACH.IfANBL . HAL1- 6E `5HEATHEp ow EA. FA - 7_)T1 -IRER ANCHOR g,ALT5 PER PANEL PI ---CtO e 0145 -FIFTH Port a)TI5 DOIJII b�vlc IJP G� P �H�LI -Nod 125-5 TI-LA.N Dodo LENS . F 'CONTRACTOR NOTE — A8 Dimension. Shan Be Chocked And Verified Nor To Conot on —APA ;2AIED SHEATHING 3 /B' MN. 2x4 BLOCKING AT ANT PLYWOOD JOINT H(44222 O;1 r61JA APPROVED HOOKED -END 11)000 10 CONCRETE CONNECTORS WITH I B 0 I' CAPACITY (MIND 2 2x PLATES • NAIL SHEATNII16 10 EACH PLATE S 0U* 1ER t�oINTSUV 44.4 HooK.3 ovER Hon- 0or-DA * NOTES: I. ALL STRAP HOLDOILNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING COINER INSTALLATION . TWO HOLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD 2 ALTERNATE TYPES OF APPROVED HOLDOU.NS CAN WE USED IN PLACE OF STRAP HOLDOILNS. SUBMIT DETAILS FOR Aa'sBj - IC - ( QNPfzP� . ANEL AT FLOOR OVER PONY WALL ®HEAtER AT CORNE R Ncn � o-'EP HOI.00t-11J 4x POST5 OR (2) 7x STUDS • MIN. 24' D.C. 1/2' PLTU)0OD W/ ea NAILS •3' O.C. AT PkJ WOW' . ETb�.o GiZ W/ 2 C:it T 3500° CAPACITY FLOOR TIE ANCHORS - - -5(8* C ¢ . x IS A B.1�1� � /la -- (2) 2x PLATES 2x P.T. SILL PLATE F p --I O22 .521.1.6. 1._ 3500 CAPACITY STRAP HOLDO)LNS p ETAIL e'MINIIJiI LATERAL RESTRAINT PAIL) 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3' 00.13111 — 2 - 2x STUDS NAIL SHEATHING TO EACH STUD - -8d NAILS AT 3° OC ALL PLATES. HEADERS a STUDS — APA RATED SHEATHING 3/8' MIN 24/0 EXP I 2 - 2,4 BLOCKING AT ANY PLYWOOD JOINT rIPANt�2�2 G12 WWUt>L— APPROVED HOOKED -END W00D TO CONCRETE CONNECTORS WITH 3500 CAPACITY (MIN.) NOTE FOR USE IN GARAGE END WALLS AS SNOWS IF A FLOOR INTERvENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE NOLDOWS BOLTS AND PLYWOOD NAILING AS SHOWN IF USED ABOVE PONY WALL USE DETAIL 141. A Plywood /OS11 3 /8 "x4'x8' b. GWTI- I /2 "x8'x one Neel, C 05'11.1 /2"x4'x8' _ Iwo Gces 11 Sin:clurdl I'oncl Siding 3 /8" x4' x A' 0,1e-slory all braced panel 3/8" .2'8" x10' or Zest F. I Two•srory.1i braced panel 3/8 "x2'8 "x I0' or less Plywood or OSt1 (two face,) 3 7x PLATES - NAIL SHEATHING TO EACH PLATE DIA. A B. - l' IMBEDMENT -L' 51I;,a " x 2' 1,444 e CONTINUOUS FOOTING OR SLAB EDGE '1 VAI. TIITACING PANEL. SCHEDULE 6d nail 6" o c (edges) _ 12° o.e j0eld) .5d cooler nails or wellboerd nails " o.c. Sd coo nulls 7" o.c. throufthout Cotrosiori resistant 6d nails 11 6d o c. (edges) 12'° o.c. (field) Nailing El nt 6" o e (_edges) )2' o c (field) blocking required a all edges. I 2 anchor bolls pieced at quarter poi, )loldowns - 1800$ ai each end. N$Iling 1 al 6" o c. (edges) 12" o c. (Oeld) Blocking required at ell edges 3 anchor bolts placed al flilh points Iloidowns - 3000$ at each and -- EXTEND HEADER TO CORNER '-- - - I/2' PLYWOOD Al Ed NAILS • 3' OC. N- -40 POSTS CR (2) 2> STUDS -- 3r BLOCKING • PLYWOOD JOINTS Genera) Notes Ur aced nveli panel sole plates called to floor rod top. ;lur s hall be anchored In frvn above. Where )o111s sic perpendicular to braced wall lines, provide blocking under and I n !Inc w11Ir braced well panels. 1 } ,U11 - 'I /%All �) CALM L 0 ®HEADER SPLICE ® DETAIL (24 P401 -I LATERAL RESTRAINT PANEL) 3/8' PLYWOOD W/ Ed NAILS • 3' O.C. AT PT&LJEL etDsoe- r �( - - - -- 40 POSTS OR (2) 2x STUDS 2.4 TOP PLATE HEADER -- HEADER Fr.p, °TU2'.tG 1200 CAPACITY STRAP TIE AT 1 7M BkxE 2 - 2x STUDS NAIL SHEATHING TO EACH STUD HEADERS I STUDS 3x BLOCKING • PL' WOOD JOINTS NOTE: FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETH EH FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE t4OLDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL *1. cp of —NAIL SHEATHING TO HEADER AT 3' 0 C. SW. ed NAILS AT 3' O.G. ALL PLATES. APA RATED SHEATHING 3/8' MN 24/O EXP. I 2 2n4 BLOCKING AT ANY PLYWOOD JOINT 1-0- 1-ID22 oR- E641AL- - APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 2400• CAPACITY (MIN —2 - 2x PLATES - NAIL SHEATHING TO EACH PLATE (op- 44- t7 — A.B. - 1 EM�Er�I 1�11TkJ /S /,r, :l ,t 2 I.J.r r -IF P- CONTINUOUS FOOTING OR SLAB EDGE COPYRIGHT -ST RECEIVED CITY OF TUKW JUL 281998 PERMIT CENTER 7g CawSteticr`iati 2 C.-6 2 V3 -4'32/ • " - , . . .....:... --, . . 1 4 , 1 F9 a'--- 0 6C) FUTURE DEVELOPMENT ON ,STEEP SLOPE fursAS MAY REQUIRE A GE OTECHNICAL•EIKIRTWKI- ADDITIONAL SETBACK _ FROM THE SLOPE PRIOR TO THE ISSUANCE OF WILDING OR LAW-ALTERING ?MUT& . - __..- FOR HOMES LOCATED ON LOTS I, 2, 3, 4 AND 5; SPRODCLER SYSTEMS Witi MEET COOES MUST BE INSTALLED ix ANY.HOUSE LOCATED MORE THAN 250* FROM A FIRE HYDRANT MIOK ... CITY APpROvAL FOR OC.CuPANCY. ENTIRE FARCE _TRACTS 13 AN - ACCORDING T( IN KING COUN SECOND ADDITION TO ADAMS' NONE TRACTS, VOL. 12/90 TRACT :JET 14 REBAR & ID. CAP N88'02'45" W # !LOT 4 1 12,867 sq. ft. '*`• 0 ujld r 85,431 sq. ft. d tx Cc w 0.02 1 M --•-= X, i C - ‘ . 0 al 11 1: M co -4 C ■ ,, 1 _ at st of Eugene Aaroe. 128.68' • 400 S. (60 5{, S. 150TH ST. N 8erosi3- w A.M. SETBACK LUC 16' PI 88102'45" W 120.66' fir ";-??.... 40.0O I - L TRACT 8 - 128.68' JLOT 31 10,636 sq. ft. La Cc w IW 610 •.31 I SURVEY MADE 109166 v01_0116 THEODOLITE AND GE0D110ETER 216 EOM. SURVEY ACCURACY MEETS OR EXCEEDS WAC 332-130-090. SURVEYOR'S CERTIFICATE 18.116 sq. ft. b b 10' ID ID co N 88'02'45 W 128.66' 1 [AWNS SKI To If RUICUMISSI MI " Jar b - 1 nun At12111Al IN SIMI KAT. 351 1 4W it21 I 00' _ • '1 ExIsTING 1"i I ILOT 21 I • i 1 HOUSE .4411 I • ei eo 1 a, 10,635 sq. ft. 1 c'i I r OT 5 r" kl LU 1 I 03 WI ''erl • %I LW cm. IW 1:, 1 ' .. t t... it' - .1' -k5 .., . .I l I ' I z 1 .. I 1 i4 L. 1 = foi ati i.e 7.--17/3 - - - * 4 •. .¢ L 1_ _ _BLN-LETA_Aqu4N_ _ _ _j r.g t i *-eo. r '4". " . • i - rt- r .. ii.,00 sq, ft, .. 6.. . *.! ; • II: i .9.- _ b N 88'02'45" W 128.65' _ i I essict882u..pc _........ 4 s s _ _t___— .-' , :c I • (I) I __ \\\- • - N 88'02'45" W ‘1 ._ 1 N!94 128.65' p 14 _ 1- --_, , - ‘\ ' a iii , \ ;1 : .-- - I - .- _ : '0 i ic a, - ,i‘ \ 1. - \--- - gi I- W IV t 161 1. c c 1E1 2 il ,.. f .--- -lAkil/ N.. u.A LI I EXISTING . I . I I - --- 2. a , .:, cii 1, I _I 0 HOUSE , i b 9 2i w - LO1 t. 6 t.". f .- t LOT 4434 hi - - 0 — 2 • - IP I STORM WATER • DETENTION EASEMENT t lc; . 20' N 88'0513" W 128.63' I 1 N 88'05'13" W 128.63' 72 66.00' TO BE DEDICATED TO THE CITY OF TUKWILA WITH THE RECORDING OF THIS SHORT PLAT. . - AFTER THE . SI LOT 1 OF CIT AS RECORDED RECORDS OF ■ SUBJECT TO AND UT [LIT IE AS SHOWN HEI LOT 2 OF CI AS RECORDE[ RECORDS OF SUBJECT .TO AND UTILITII EASEMENT FO -LOT 3 OF Cl AS RECORDEI RECORDS OF AND UTILITI SIDE SEWER LOT 4 OF C AS RECORDE - RECORDS OF SUBJECT-T( AND UTILIT AS SHOWN H. cc. LOT 5 OF C • AS RECORDI RECORDS 01 SUBJECT_ 70 AND UTILIT • - SEWER EASE • LOT 6 OF AS RECORD • RECORDS C ".■C • SUBJECT T - MB UTILI1 SUBJECT T • -HEREON. ( In cZ) LEGAL DEE his map correctly represents a survey made by me or under my direction in conformance with the requrements of the Survey Recording Act at the request of EDNA MRIS AND I.M. ST SEN IN MARCH, 1995. A. SUE R. 4 on4 r 0 =