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HomeMy WebLinkAboutPermit D2000-228 - PEACH TREE DEVELOPMENT - LOT 31 - NEW SINGLE FAMILY RESIDENCEPEACHTREE - LOT 31 12241 47T" AV S D2000 -228 r1 C a�� \ ZEPCZt City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Owner: Name: TONI MORELLI Address: 1728 157TH AVE NE, BELLEVUE WA Contact Person: Name: CHRISTOPHER BROOKS Address: 1728 157 AV NE, BELLEVUE WA Contractor: Name: PEACHTREE DEVELOPMENT Address: 1728 157TH AVENUE NE, BELLVUE, WA Contractor License No: PEACHD *995Q0 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channel ization / Striping: doc: Devperm $113,022.00 DEVELOPMENT PERMIT Parcel No.: 0179001040 Permit Number: D2000-228 Address: 12241 47 AV S TUKW Issue Date: 10/10/2000 Suite No: Permit Expires On: 06/26/2002 Tenant: Name: PEACHTREE DEVELOPMENT - LOT 31 Address: 12241 47TH AVENUE SOUTH, TUKWILA, WA DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,254 SQ FT SINGLE FAMILY RESIDENCE AND 258 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: Fees Collected: $14,556.65 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: N Private: N ** Continued Next Page ** D2000 -228 Phone: Phone: 425 - 941 -7655 Phone: 206 991 -5731 Expiration Date: 11/20/2003 Public: N Public: N Printed: 01 -07 -2002 Print Name: t ©Vl t doc: Devperm City of Tukwila Permit Center Authorized Signature: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ction or the performance of work. I am authorized to sign and obtain this develo ment permit. Signature: 0, Date: ` Y Z D2000 -228 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 01 -07 -2002 City of Tukwila < RE PP-1 N T � 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: 017900 -1040 Permit No: D2000 -228 Address: 12241 47 AV S Status: ISSUED Suite No: Issued: 10/10/2000 Location: Expires: 07/23/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: UNKNOWN Sewer: Wetlands: Slopes: Streams: Contractor License No: OCCUPANT PEACH TREE DEVELOPMENT - LOT 31 Phone: 12241 47 AV S, TUKWILA WA 98178 OWNER TONI MORELLI 1728 157th AVE NE, BELLEVUE WA 98008 CONTACT CHRISTOPHER BROOKS Phone: 425 -941 -7655 1728 157 AV NE, BELLEVUE WA 98008 * * * * * ** kkk* kkk**** *k****** *k*** ******** k•k•k•k * k*•k* A** *******k*k** *****k Permit Description: CONSTRUCTION OF A NEW 1,254 SQ FT SINGLE FAMILY RESIDENCE AND 258 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES: INCLUDE: * * *k **** ** k * * *kkkk ** *•k* k k** * ** ****** *** *********k* *** *• kkk *k k ** k*k * *** * *•k•k k k **** k k* Construction Valuation: $ 113,022.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: ljm 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: 50 Fill: 50 Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: Y No Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use N Water Main Extension: N Private: N ******• kk• k** k* k****• k*** *:k * * * * * * * * * * * * * * * * *k *k * * * * * *•* ** * * * * * *•k * * * * *•k * * *k * * * * * * *kkk•k TOTAL DEVELOPMENT PERMIT FEES $ 2,139.05 * *k * *** * *** * * * *k * *• kkk * ** c *** * * *k * * * * *kk ** •kkk * * * * **** ** *kkk * * * *k *k *kk *:fir *k ***** *k *k The granting of this permit cancel the provision of any or the perform ice of work. development p mit. • Signature: Print Name:__ Permit Center Authorized Signature: !1L Movc (A-1 (206) 431 -3670 Public: N Date 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. does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this Date: - /0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. rt 2 V co w, in IL . w O 2 g w: Z w w : U G: O N ,: ,C3 w' U 0.4 • Z V N City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 017900 -1040 Address: Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License OCCUPANT PEACH TREE DEVELOPMENT - LOT 31 Phone: 12241 47 AV S, TUIWILA WA 98178 OWNER TOWS MORELLI 1728 157th AVE NE, BELLEVUE WA 98008 CONTACT CHRISTOPHER BROOK', Phone: 206- 226 -710b 1728 157 AV NE, BELLEVUE WA 98008 **k* * **•kk *k* * * * * ** * **k * *** ******• kk• k***** k**** k*********** •k•k•k***kk* * * * *•k *•k * **** ** **k Permit Description: CONSTRUCTION OF A NEW 1,254 SO FT SINGLE FAMILY RESIDENCE AND 258 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE • k•• kk• k*** k*• k•!* kk * *** * **** ***k *k* * * * ***k*** *•k: ** ***k *•k•k:k***k•k*k*k** *** * ***4, ********kkk Construction Valuation: $ 113,022.011 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Curb Cut /Access /Sidewalk /CSS Y Fire Loop Hydrant: N No Size(in): .00 lood. Control Zone: N Hauling: N Start Tinie: End ,Time:' Land Altering: Y Cut: 50 Fill: 50 Landscape Irrigation: N Moving Oversized_ Load: N Start Time: Sanitary Side Sewer: Y No Sewer. Main Extension: N Private: N Storm 'Drainage: N Street Use: N Water Main Extension: N Private: N * k*k********• k' k*' k• k• k** k k• k**; k• k** kk*• k*• k** k• k• kk** k• k* k• k• k• k•k kk*• k*• k*• k' k*' k *•k *k•k•k * *•k•k•kk * *•k* *k**•0 TOTAL DEVELOPMENT PERMIT FEE'=S: =$ 2,.139.05 ******** k* k******** k*k k*• k* k****' k****** k****** k k' kk*• k*** k* * ***k **kk* * * *k *•kk k Permit Center Authorized Signature:- Signature: 12241 47 AV 5 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE_, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: issued: Expires: Occupancy: DWELLING UBC: 1997 001 Fire Protection: North: .0 South: .0 East: .0 West: .0 UNKNOWN Sewer: '=lopes: Streams: Separate') End Time: D2000 -228 ISSUED 10/10/2000 04/08/2001 P u b l i c : N Public: N Eng. Appr: l.jm Date: / I hereby certify that I have read and examined this permit and know the sane to.be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. • L -L .166 Print Nanie:all V fQp �,_VoO This permit. shall become nu11 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. Date: 101.b C ,yv Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179001040 Permit Number: D2000 -228 Address: 12241 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 07/11/2000 Tenant: PEACHTREE DEVELOPMENT - LOT 31 Issue Date: 10/10/2000 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division., 2: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- 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 permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: 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). 10: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11: All mechanical work shall be under separate permit issued by the City of Tukwila. 12: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13: 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15: Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at 16: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws doc: Conditions D2000 -228 Printed: 01 -07 -2002 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 regulating construction or the performance of work. City of Tukwila Print Name: d1 MA doc: Conditions D2000-228 Date: Printed: 01 -07 -2002 13. CITY or TU WILA Address:, 12241 47 AV S Permit No: 02000 -228 Suite: Tenant: Status: ISSUEi) Type: DEVPERM Applied 07/11/2000 Parcel cel # 017900 - -1040 Issued: 10/10/2000 •k ** *•k•k* A*• A*****• k• k• k` k * *•kA * *•k•A•k * * * *A** ***A•k * *•k k•A :•k *** A•Ak *:k *•k *A•k k k ** k *•k ** A Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building <:Division. Engineered truss drawings rand ca-lculatlon shai l be on and available .to the..building inspector for inspection purposes. Documents shall bear the, seal .and signature of Washington State' i- rof essiona l Engi neer Any exposed rAnsulations•.ba material •shall have a Flame Sprea d. Rat, ing Of 25., less, :,and; :material shal=l bear ident i - f i,cation s,how;ing the' ire performance-rating thereof: • ,All construction tfo be- done ; i.n conformance with approved plans/and requirements'of the Uniform Building Code .(1997 Ed ition) as amended, Unfiforin Mechanical Code (1997' Edition), .and ,Washington Mate Eriergy• + Coder (1997 Edition) • Plumbaingpermits shal"1:'be obtained through the Seattle-Kin Cou Department of, Public 'Healtiw. Plumbing will be ins that agency, including all gas Piping;:, (29Gi- 4722) . No.t fy the; Ci tyof 'Tukwi la tbui ld1ng ,D,ivision, prior i.o pla�c'ing' any corrrre.te This; procedure is in addition to ar requirements i°or special inspection All wood t u rema`in `i n placed.: concrete sha l be treated wood Vali,di ty of Permit-. The issuance of a permi t or approval o plans, ;specif,ications, and compgtat ions shall not be con `strued to' "be of permit for, or an `"approVal of,'any,violation`. of any of ,the provisions of they lu iding code', or of any other or dinance•of the jurisdict'ion. `.No \°perm'it .presuiririg 'to' ;give ,a°uthority_to.,violate or cancel the provisions of this :' code shall be v a l i d . d . .Electrical permits Shall be obtained through the Washington, State Division of Labor and Industries and all electrical work '.w i 1 1i be..' inspected by that agency' (248- 663.0) . ' 10. :there shall be. no ;occupancy; of the building (s) until the final inspectic been completed by the Tukwila Building Inspector. 11 All mechanical work := sha ll be under separate' permit issued by the City of Tukwila All permits, inspection records,.: and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- - able until final inspection approval is granted. Temporary erosion; control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. least 24 hours in advance. 16. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and. 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. I;hereby certify that I, have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this `be• complied with, whether specified will ified herein or not. The. granting of this permit does ni�i:;:presume to dive authority to violate or' cancel theprovi,sions of any other:''1work- or' local laws regulating. construction or the. performance of . work: 4r//r1 ate: 6U 00 • I . Contractor shall `,n;�^ fy' Public Works. Utility in spector a 206-43-0179 T�af i mmencement and comp l et. i on'✓= work at W §: W 0 LL Q to W; Z u t 3 0 ' , 0 I-; — Wi 0; li V z Description of work to be done: CO --. Sir 4jrnL tc/ ' - Type of work: - yp � New Single - Family Residence ❑A Single - Family Residence El Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 3 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Footage for Structure: Ii 2-611 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: izo(o)27 -(a- 4101,0 Proposed New Square Footage: 1 , 2„5 ti sq. ft. Dwelling sq. ft. Covered Deck(s) ��sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Contractor: Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Street Address: City State /Zip: 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Architect: 10 115 l�(viLi ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: /--ort- 3 V lue of Con struction: l59 obi Site Address: City State /Zip: -±�_/ y 7- 1 Au So �T'i�IC i►Ic• >k�a �lgl � Tax Parcel Number: UI 'c1Q - i DyD Pro erty Owner: — TO A. MD�Lu Phone: izo(o)27 -(a- 4101,0 Street Address: City State /Zip: 142? Is-- -1 , Ave N.E. RPUevrie ail 6 1ZOok Fa #: ins SRI 494e II Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: 10 115 l�(viLi P hone: ( 2t�)$7.2. - 2580 Fax #: Street Address: City State /Zip: laci'l 3 4'ls4- Ave. S. sire. 1- 14e_ok wa en032 Engineer: Phone: Street Address: City State /Zip: Fax #: Cont ersop• I P ne: tr20(o)2ZIo' 4)6� i U2s1 Mt- nB / Y � � � Street fi ' /S Piet A F 6dieraie, w' g a06 k. CITY OF TUF Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 r STAFF USE ONLY `Project Number . :Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANT°AEQU SITE/CIVILPLAN F,OL'LOWIN (AdditionaVreviews shin be:determined by the;P, ubOc Works>Departmenf) El Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. 0 Fill End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use El Water Main Extension 0 Private 0 Public El Flood Control Zone ❑ Hauling El Moving an Oversized Load: Start Time: El Sanitary Side Sewer #: El Storm Drainage ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: El Miscellaneous gal Size(s): cubic yds. 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. Datelication ccepo ..ri Date a/tplicati'n expires ' Appli lion agbenitlals) PLEASE SIGN :ACK OF APPLICATION FORM Z I I- ~w re 00 to J 1- t ujO 2 LQ co = Z = t-- 1- O Z t— W W U � O CI l— WW 0 LL O Z U = O ~ Z :BUILDING OW ER.OR AUTHORIZED,AGENT. Signature: ip /, � .. Date: i n , _ • Print name: 1 ryl 0 v L LI • 0 °Z)'12ly - q /0 $'q 't / Address: 1,4-, , 5-3--1-dt fkuf N. F. g�.�l�uttr �U� City /State /Zip: ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST ' UBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED, . A REGISTERED ARCHITECT OR P1 i .t ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ '► AIL DRAViNGS 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. ❑ ❑ 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. ❑ ❑ 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 ". Bulltltng,Orvner /Authorized Agent If the applicant:is other than the owner, registered architect/engineer, or` contractor licensed by the State of Washington, a, notarized, letter from'the propertyowner authorizing the agent to submit this permit application an ,obtain; the permit will be:required:as part, of: this submittal, f d I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z w re J 0 w= r- w w 2 co = w H = z � ZO w 0 I— wW I- - O iii z U= 0~ z Permit No: D2000 -228 Type: Parcel No: 017900 -1040 Site Address: 12241 47 AV S Total Fees: 14, 556.65 This Payment 47.00 Total ALL Pmts: 14,556.65 Balance: .00 A* AA' A• A***** A**** k•** A• A* kA A ** * * * * ** * * * *• *• *A• * *• *A•- A'*A. *AAA -A A - A. ****.AA• * Account Code Description Amount 000 /322.800 BUILDING INVESTIGATION 47.00. fi t{' # t�{ � 47� {' t , ;,.. A 4 7C£• c 1�;ry�b "'rra }S` �,klSsy rte, t'• i . * k k* k*• k***• k***A k* *k ** * ** * * * * * ***k * ** * * * *Ak'* *1(14**101*k *•k * *Ak ** CITY OF TUKWILA, WA TRANSMIT 'k'k ** * ** * *'kyk * * * *k•A-k•k * k **k** **k * *•k•k * * * * *k *•kAk *k* kk**kk ***k * *k TRANSMIT Number: R0101386 Amount :47.00 10/30/01 16t49 Payment'' Method: CASH ` Notation REINSPECTION FEE Init: KAS DEVPERM DEVELOPMENT PERMIT Iv if 'a t1 : k A c1 1k F. 4: kSk:t *A **Ak * *frhp4:1A:4A•tkA•„ A *- 4* • 111:IT Y OF TUI(W):1. A, WA T P.ANFIM]'T **kktAA *s1 kAk t' A AA.: k ttA *:l tit >t;kit•kaAA•kiA4 *•k hit is 4 :hA * *AA :k :l } TRI :418Ml:T. lumber': 8980037.1.` Arruurit: 13.812.75 10/'1.0/00 10:16 Pavioe'nk': Method: CIi1'C1( 14otation: TQ1wI 11011E11.I :tnit «(1)17 1L. Pet�rui''t Na :D2000 228 ,(viper, DEVPERM DEVE1; OPMIU I 1, ' 'f F f: r,1ri I'I' P ar ^cei No , 017900 -•104 Site' 'Ad dl, ^'t?ss 12241 47 AV Total Fees: 14,509.63 his Payment 13 812.75 Total ALL. Pints « J.4 Hal nce« .00 A " **AA, *AA ' A4.** A*** *4 *A ' *,t'A +:k)v*a *A*4.4 *A* 0A*irA*A4it*A4., 4A4AAsA•Ait* Accou'i Code Descry i pt i on Ftinotin t 000/322.100 BUILDING : RES 1,072.15 000. /345.830 PLAN CHECK.. UTILIr "ftd 1 () »00 ' :'0.0/345.830 PLAN COECf< - WATER 'IETER 10 „100 .000/3.86.904. STATE BUILDING : SUREHARl'E 4„30 000/342..400 INSP FEE -• UTILITY 15.00 402/3'42.400 INSP FEE .- SMFi: /SSS 20.00 4011/3'88. 102: ` NAT ER . CONNECTION 60.00 '401/386.520 WATER INSTALLAFIrrid` (DEP) 130.00 '' :' 401/342.400 WATER :INS -ION FEE 15 »00 401/343.403 WH I Ek TURN-ON . FEE 23.00 401.388.104 WAFER ;ASSESS -1•1L L.ENTOWN 4,364.80 402.388.104 SEWER ASSESS• -ALF. ENNTOWN 8,003.80 0,00/022.100. LAND ALTERING PERMIT FEE 37.00 000/343. 830 LAND ALTERING PLAN GHLGli 23.30 _. _. �. _. - - I'3' 10/'i1: " '9710” TOThL` 41784.93 :A. .A* . * AAh4*4A.:1'*:1*?e * 4.4;• A.A. A* : 4A. hhA CI. t Or rt v 1l I. F► 1,Fi a 0 -a•i 8 i Pr•111f ►MTT . 4: s•, o4 h; I r 4. 4A;4.*4*.4. :Pe •h,4.•4 h 4AA A 4 C.,A; ' ".k1 Zi f " l4 :T'AA *r A:f4 tG:1;44.•il4'* a in M ' 'F%t= i11SX1 '1T' N um C : r•'1 I 31: .{, r, tt . � 7 ' 5w 4., i _d h U, Im : f�.ir�.(. G 11.r`Ut. Jv.._. ,: �W P 'I 10 14o:hods: •1;111iI,i; t4otai" ii)n: r1411IS 1J 11 3 Zni F: l4l =i; di-iii i1; '14 1)2()0()--228 .•F : I)EtPC12i4 I)(i.!1:1.0P1•ili!i "l'I 1,ii1T ;: 1 c 0; 0 c; ) fa�li ttw t 9f.; 90 1'ota1 111.1. ' 696 9e/ V C1 a l a. n r.` :0 04 e: 1.,076.t :■ '0 F_ /,h* 1t'44h . A'.*A41A * A AIhh'A.4. /a r4A c A* A bhti A4 h• t••k• t ;4A'A.A.A.A*A7*AA.A-ti•A*tA*4A*A ;W Wt AC( uurat, :Code.'' ?est e . 1 pt i Grp C,mtittn1: Vs (i00.-'34i 1'1.tl14 C1411' C1; I1>_'S t;rif;.90 W H _ _. ... _. _. _ _. _... _. _. _......... . ,., W Z H .0, :...,:t ►'tt :isjt At q., L9 ttiiil nt14":,:'hi • City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0179001040 Address: 12241 47 AV S TUKW Suite No: Applicant: PEACHTREE DEVELOPMENT - LOT 31 Receipt No.: R020000985 Initials: SKS User ID: 1165 Payee: CHRISTOPHER BROOKS TRANSACTION LIST: Amount ACCOUNT ITEM LIST: Current Pmts doc: Receipt Payment Cash BUILDING INVESTIGATION Type Method Description Description RECEIPT 47.00 Account Code 000/322.800 47.00 Permit Number: D2000-228 Status: ISSUED Applied Date: 07/11/2000 Issue Date: 10/10/2000 Payment Amount: 47.00 Payment Date: 07/16/2002 04:45 PM Balance: $0.00 Total: 47.00 T543 07/10 1716 TOTAL 47.00 Printed: 07-16-2002 Proj 1/77 7 / Type ofIn A dress: r $4 / 4/7 ,4l / S Dat Called: /-9-a. Special Instruction �� Of aL C/9/9-/Q Pe !� 2 'T ceeet9 ��f 7-6e Date Wanted: o -/Q -lJ a. e i : rriL-n • R quester: /��A)/ "'" o: 7 oneN, - s?6. Approved per applicable codes. 7 1 INSPECTION RECORD / Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: (206)431 -3670 El Corrections required prior to approval. $47.00 REINSPECT! � FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �..K -. • ddr9 ktiki� +..w.Lkt�m,d��'iM'.yfttra Projecr ac <rtre� Type of Ins Address: l a c Y/ V/ /1-1/ s D ate Called: , : j . 10 Special Instructions: �PU . 51 0. 519 ((P Date Wanted: / b/y /0 p .m: Requester: Phone No: L_ ye95)3 /3- cF6 ,)a INSPECTION RECOifl I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C OMMENTS: T Approved per applicable codes. Corrections required prior to approval. Inspector: I Date1 60 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at f; 300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No.: Date: i:�:i�+':do�wtws:s�,ttnis� ua�ae��)F'r Proje.eti Gc11 - f%eG Type of Inspe tion: & i . nec-e 5S5 Address:, /2? V/ Vi '" ve Date Called: /b /( //0 Special Instructions: w Qa it`k- e,.. cur), , f0 C nick l P /Y) 0 i - (C eti) Date Wanted: /x 670 p.m. Requester: P one No: P r e N ),313- e'4,aa INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit 31 coo -.) PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: �� 2 C otuu.dril ;4,A ikeit �c rc/o Ui1uzeY L ( ^ TD C .cP t' - - Inspector: 5■ Date: I 6/ 9/3c-- ;47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: yi,..uw.nu.'�u;44:r,,yf c. '.<r. +u5u: aa`"�L'::me rld1.':titi;:zr�u A`Ee,uay ��.+�;i. R.!i-''e;i7 .ti�:A6A «A ��i. 4Sk.' +.wYv,`a�:SAw.b,�.�iv;n.�y.;<C- �'`.w�r�::atat ts /� . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Address: Special Instructions: Type of Inspection: Date Calle Date Wanted: y - -/tO? Reque ter: /001; A, te Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Ce /A''-°6 1�`''n� y- . -77,0A 1 ' l/ !l D , r c.(0 fl /7 1 ( 4h, u S 4 ;47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinppection. Receipt No.: Date: }atJai daal 'l4. ii.$;614 k613v. M'uAA 4f +: - ,5 'al Adf,41;:.a Project: c. Type of In�s Addr ss: f 0? 5 -97 � S Date called: '?' y-eZ Special ins rudi ns: • e l C , .ds ./�. / 4 4 0 5 - . 3 ' 2 ) – 4S (i9 2a Date wanted: 4 ;pji,' 9 tig 0 ..m. Requester: r _ // - ,- , P S es) 3s7– 94..0 c.-e t1 Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 // s/-it.)G • Approved per applicable. codes. M Corrections required prior to approval. y �.- - ...66: 5 _ /u, 9-,-)...) _, (77 vL Q��' � COMMENTS: QC /i k ' 'i . ,06 l./-?-4 /-7 i' 4/1, a 4 Date: PERMIT NO. (206)431 -3670 0 $47.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ._,. G k:. n,.,rc.mn 0 , 14,1•4)+^. .`r�+a&m. ,+74' 0. i illL+ ak;4:+ . ".v�U.oyk'i�.h''i•nct..Y. .� +'.+3...r.:' &� `�.A4rx : ,?++ C 4Ird.`:':t+ �W . CO N � W g Q 01 W : I- 0 Z I-i W w 0 1– ;w O , Z 0 Z. P�g ct: nn /_ + 1Ol Yl Q.P 4 W�� ( Type of Iq�ction: n ("/1�X f`1541. �, Date called: ed: / f (m Special 1 instructio Reival41, �� I ! Date want / J o p. Requ r: - 5 Phone: 2,0%) 33 - A 4,e4, t7 rA, t - '�31 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r$ rerAtON 5 ro a cowl 11 ;�► n� elf Ore e rd* thn 1 t • t I , -1; o v .r. ( - ( Y \ " \ sSed Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Akkbi "riNY3i 6 i'M�',. iT+r:_?!2�'SwfrdSi`aic"a'r�. "11L1d 'i5w i�ai�$?�'^7a'».�v' tit:. °r !�lm�'Y•�1"S. ` ?91h'4:u;l�r is „,u..�at7.:`, :, - ��;isin .. +..Aiiv)MV.t ..44 z5zliiYateui�:tvtii+ t. ( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I s4f 47 f� five, S Special instructions: 4Z► Type f -Ins ecti : Date called: ' Date wanted: Phon r; f Approved per applicable codes. COMMENTS: pp ra V G Gt2. Y\c h\ ua 130 A - vE Inapector:< \ 2 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No: Date: INSPECTION RECORD Retain a copy with permit °Aar-0- Corrections required prior to approval. Date: 3-.5 - (206)431-367 I. ear t�Yx. rt,.. cc.. auo ..+t- .1i%J:auauur �n'"" .. v,Lw4.4;c'w.4 , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: ,„J-r Date: PERMIT NO. (206)431 -3670 r , L-31 Afl jssr t o� e S: Special ins ructions: Type of Inspection: n Date ca II ed: lL Date wanted: t R � ester: _-CetA CL h 6 9) 13 r 3q3 Lf Approved per applicable codes. Corrections required prior to approval. COMMENTS: tT 4�G V�r� t he .: rr4 l l 1 , �- . reo 1 orb ( . 11 pu -. C' Cc t \ t A I 7 -Pv 1 VY; atl ■ s Os 'I vac, C OA C e e as e c 1 9: 3‘,0`7q >r bV1 , I ()loci 9 d L cc.145 r( 'C ❑ $47.00 REINSPECTION fEE.REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ''tero ittiki -ta ... !ut, t'r ,- .. V W , ) LL' W 0 J' = a N- W z ' • F- O' z UJ ,o 'w w . o ` U N+. o z « 4 ,fe 0M i. i I N .r INSPECTION RECORD Retain, a copy with permit INSPECTION TV;OF TUKWILA BUILDING DIVISION 300 Southcenter Bivd; #100, Tukwila, WA 98188 (206)431 -3670 P oject , Fl•2 G i Type of Inspectigfi: 11 Date ailed: Dale wante a.m. i/ Cj p.m. Requester: Approved, per applicable_codes. . P hn : o& - 772-- 807 1 21 / Corrections required prior to approval. CO v" t 4 ■C A -1 rivt CrP e v\rrni . 6•Al4 ha' 01 ef rel v V'rr,j ► Ye/ to �' "" t tau t ` G roVct 1f'e i7 r ISM (7 (1 1 �h , � rl )i ?T X01 \0WtAi lhS oi oY-e t1AIv �( t lnGl 1 Pvwt c CA r � iv Ara v‘s rdv s'C etctPr V\Ct1 r l - -eli tOd' S Pu Ono t t i t . t r A 4 - i v h C \1 Aq Date: 11- 0 $47.00 REINSPECTION UE REQUIRED. Prior to inspection, fee must be paid at 6300 Soiithcenter Blvd., Suite 100. Call to schedule reinspection. Receipt :No: : Date: Q. '^' �. -::�hx x L, f �. , u }e.. {� x3+�,. +.- .�y;;`i �4:a+:r�r�� `tin' �,..+' •.e�i'SSt!iJx;...v. =.�_ • rt *9t3 :ie'eyWt..`du.'tiS?a+,aA .iJrsa`LJ:t 1 M1.,e fY � '' U - U O CO 0 CO W 9 W g F Z 0 ; W ' n p 0 N ` W W ! U • U. O : • Z U N i o Reelect: - P h � a r v A-. 3 ( Type of Inspection: �J-- ( / Address: 122 1 L17 ih S D called/ l z___. Special instructions: Date wan : 1 i fz._.. ( a.m . p Requester: L11. .� Phone: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 -3670 Corrections required prior to approval. COMMENTS: 14 P GI/fIl Al i �� /- Pet7✓.v / • r 4T Ins or: $47.00 REINSPECTIO FEE REQUIRED. -'rior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No: Date: // . Date: 44.;., M ut '•i't,w. r..Vi,•i;3s4,...l.,„,. '4" 4..4.r .n>;: Ma _ Type of In pection: 09 Address: �/�,�. Date ca ed: ib 30 0/ 'm. Special instructio s: Ga014 15 } dir CZ v ? Date wanted: -, /U .31 b ( a. m . Req t r: Ph • 71 -g q INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 - 3670 Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: C o vey Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: fVh�a W`:4f xl!f+.X4.YM a� 4fi':'i1i�'�L lii�.i7V! OC W 0 0 co of cnw u_ gQ z 1- O z H III al o ,0 0 I— W IL' 0 z 0 ' 00 ~' z Pr a t: - �cpi - - C31 Type of I ection: , I des 7 4v s• Date called: O Special instructi Date wanted ' a.m. 0 ( 30b .. Reques Ph o (A 7f. — Si” INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 !N Approved per applicable codes. /4. !/� OMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit .k7 f7 r � 7-7 g Date: PERMIT NO. (206)431 -3670 Co?rectiorequired prior to approval. 710 A Al fit— $47. i INSPECTIO f E REQUI ED. Prior to inspection, fee must be said at 6300 Southcenter B ' d., Suite 100. Call to schedule reinspection. Receipt No: Date: ri 1 :` bt( �' it9: cRrr�4raCnal s( D': N�. n�iwS6l! x' F: ,:}� ?MrJa�°�,�C%3;t4`�^i X11. 1:; YY' Ak. 4 +��A' 1411f4i4'tiii+.a):41, rwY�!di.', „. t t,+ta+bli5SK.1' Dina. aC{( , �fJAyv9s.51i+a�'»4�1x3d`:S.k'i Ran r:4 tJ'TY 1ir1' i�t aSfG.et4ik 4.. \s..'nr K., f.: {:��. INSPECTION RECORD Retain a copy with permit INSPECTION NO ITY OFTUIFWILA BUILDING DIVISION 6300,Southcenter Blvd, #100, Tukwila, WA 98188 1.4 Reeue er. e of Inspection: Date calle Date wanted: 0 `/ 4 a.m p.m. proved per' applicable codes. D2 ---Z28 PERMIT NO. (206)431 -3670 por ne: rections required prior to approval. 'COMM ENTS: g/N( fe et/A //,5' altiLy r • 7.00 REINSPECTIOE REQUIRED." 'rior to inspection, fee must be paid at6300 Southcenter Blv ., Suite 100. Ca Ito schedule reinspection. Receipt No Date: ti r;::r.L'Ar dsriusr:ex 4e4.4i.+.n • F.....1un ✓,i:.aie.....a.l v: r� vke.atvl.2..'4 ': b: J. kS& kxri ..�i+idhi'u.".wwUiimrtiVxki�', proved per applicable codes. INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ct: Address: pecial instructions: Type of Inspection Date called: Date wanted: ` Phone: COMMENTS: (206)431 -3610 Corrections required prior to approval.. Date .00 REINSPECTION FEE REQUIRED/ Prior to inspection, fee m ust be paid '' at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection Receipt No: Date: %.•41.,1•4,,a; • „ ,i+d+G *, Fit;r7wtts.ft'.swl4 :: ,;440..144,∎..14,x ":s ;t,rti.ela✓r.rk4:Jr 0 IL w 0. u . fn = W Z D 1-i w V' 0 : • Z. III 0 ' 0 ~ Z sr, INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 r 1Q4/4, 11 4V11 Special ins ructibn; Type of pection: , Date c I /1 / 7 6/ Date want i $ / Reg� f Inspector. Approved per applicable codes. ! t' INSPECTION RECORD Retain a copy with permit COMMENTS t C (? r r c `� I ov' co 1,1 et 1 C 6-4.4 rvl s S el( P�! re`Qer- 4-0 hea 'c l � -C S -- tor h PI,►�n 7/ g ( 7 9 Corrections required prior to approval.. Date: 441, 1u -I ey lU ' u ' V CI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 ( 0) i�F'a•.w2l�k'f.'t::'tia: .» gJFLti; r. �ar+,vl'a:<,tcNtnafil.�fkhaar}.i �., 6:bt',- faih.LM+Y;.,n�;ai.'d�. >.xn.:wx.P_. i;Yl, ?. P i.-Eit 1' t / 1 I ,' ve -Zoo T Inspection. , y to '� A., rib-- ...•rf. -- Address: Date called: / Special instructions: Date wanted: Ca, . /6 74 : , P. m Reque r. • 6rhon) 115 ' 3899 D aa� COMMENTS: / / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 JyF,KI$,.ws�and�nu++iti»3k +d+u "�Gurc:.tli Approved per applicable codes. INSPEC'TION RECORD Retain a copy with permit I■SPECTI • N NO. CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 L /7 4-1 14D Spec al instructions: Type of Ins ection: Date ca led: '1 Requester: Date wanted: Phone: 6 , COMMENTS. ZA4 ?/ \S PezS ' / 2 j r -1•2 V/ iy, (206)431 -3670 Corrections required prior to approval. $47;ott KtINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: U) �4 U) W CO w O ' . 2 g • Q N d H w . LIJ O ;. zz 1- 0 0 - 0 E—? UJ W o z U N& 0 z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. cir•, i�.... titai�rx: wks�. w( isn t1.4rr1 .r_nS.:14.wr.Adi. INSPECTION RECORD Retain a copy with permit PERMIT NO. -(206)431 -3670 Pr A7 1 : 03 feac Ala mo L17 Special instructions: Typp of Inspection: - n ., in :m ` ,Reques r • Ph (0 X1 5- g897 K Corrections required prior to approval. COMMENTS: tpt, i l af )lt Inspector: $47.00 REINSPECTION FEEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - Receipt No: Date: r. i, S.. t.. e. i, Ke...& A._ wl, tksvlx. at: ✓.fY. ::;a..,:v. .�Ilii ••• 4% Yi{UJn1 �A;E:d.iv fJe •., ., 'eI �I� MV# nh+ aki: t:.' aG '�ti�nF�';?:wX::M:ac't�ii!�P'� iY1+l:: .•„. ?4 v�� %o-�fi�k:i.'rS Proj •t: 1 Type of lns.ection: '"• /40 J / Address: r Ai � Date called: q J Z / � / U/ Special instructions: Date wanted: ] 9 -Z7 - : . Requester: s Phone: D' '7/5- g 5 .15 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. 0 Corrections required prior to approval. MMENTS: Inspecto Receipt No: k i F P tjy9 / / 5- 71 P INSPECTION RECORD Retain a copy with permit /)7 C � G },e k4 -Th`f ( ,' _.1 n s /C.03 j�`LGDb - t s PERMIT NO. AV) c i e A irn/ . / ' 1 _ 6 ' /1/ ,Oil / fi 00 REINSPECTION FEE R at 6300 Southcenter Blvd., Suit cnz jjjq w /)'f 1/ i • Date: (206)431-3670 /20c4_> .04 /4 /G A 1,1' f4 / r - fin P 1 6 /M.� 7 ,171/ � .� ?/2 1. l 7 ;V _ /2,r r✓F'Gl /dV?" %Aim /' nJ Date: QUIRED. Prior to nspection, fee must be paid 100. Call to sc edule reinspection. Bf.�Wa:+[��s ` i�` i�' �'- ��aaf; i'' a��::: �t`. bi�G �.^ �? i, �" E` S7G�`.:. t5�, �'. �'. ��+ �`. ��'J 6�' iSCiK�tt: �.. �i,' �L�.�:3`��.e'�.�.'�:xii�ll.:�;. ect: o - l {e , — T * ..I e of Inspe tion• i ndcetio-7 tit.) (I Addr ,vi ` /7 v ■ S to called: i�_ • Date wanted: a.m. Special instructions: � Req t l 1 r / s P "' a T- q -3s'. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. I►7f�it P ° 4 PERMIT NO. i (206)431 -3670 Corrections required prior to approval. COMMENTS: InspectorrWj Date: 1 1 - I S 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w ce U V . co Li co w; 9 w IL, W0 g Q CO p W ~' ut mp O N'• 0 W W' O Z 111 oft 0 Z ��.��da N�J.4:iriA7diR3+ f ?::1 +.! et�•;;`�.i.x ,sCStrNi'� wc�tr >.:.:?� • • ne.J.u!.rud.. ; ?,t�.:�.. roc .,i ect: �� N � roPeth: called. • s: Special instructions: Date wanted: 11- b c P.m. Requester: '') "^ lfione: 4a5a s 'Approved'per applicable codes. 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 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • . u1' •.LSa.,�kua,..t�a.?..r,3't.. { „wr 7 :ya ,t.::�'.r Pr9 t: (,c /1-t(ec. Type of Inspection: 1 r it Address: I z't l/1 Av s Date called: 0$ 108 �aa Special instructions: I,Oou..Pd I <e r t .3 o cc m• c °a.Se Ccu // 1 vet I_ `14' io`4 (a il ao tili s fl r►'le Date wanted: (a 08 1°9 l o? o , Request /bn Phone:lyas)) 313 -8 ‘, a a 4 005)35' /- 8599 (cell) 555 WMp J) Approved per applicable codes. COMMENTS: ry , / ?/24d za ( c `49 try 7 / 03 0 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i� 4 1 f t..� .�':'It �"�a�iSG A:w1i.' {.. L :6 ;C c....S 1"�Y'' ✓ .3..Qi 1 Corrections required prior to approval., 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .a•:. :rr : :r „aor n: re,.3p..A.lt <,y.nilr:.n:aSykMCU'� L - Lf:Y:rt+hCYr.. key, a .liciteX.a,sSMr:��{i :'�diirkt'7 • tu CD u_ w0 2 g< = I. HW Z p .: I O 0 co o � • U. i • Z ` N i 0 r- Proj Type of spectl Address: 1,9, v / Y7 4 S Date called: 0k /n..> '. Special instructions: eo, / o„( -651r '7 . - — liee'J r °,- / �j7/ ; J Q f�� / Date wanted: eik� /da am. • Reque I 0 f Phone. 6.6 u. 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. A 6 A COMMENTS: sILt Inspector: 1; ..1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No: Date: • io !lrk3l ik ✓ i Project� / r , ��/Yt itet Type of Inspection: SD Address: - 7- 4' y /7� S. Date called: 1 � 2 t/' / Special instructions: 1 �1 l ! Date wanted: a.m. /i Ii p.m. eq Ruester: / _ JC fJ l� u eftej / ✓14 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: qui euxt44-th , ( t.tri., p 5 ..Q, E3 t v..M,L/ ova safes 4e-eat/lied tit4 'J F' Inspector: Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: lain '�lS:Si ,L.c3 ,n•iti: SkMt.a d..4..c.q., �.rdr "u w.:. .k.:•LMa x+.a. :.,r 1:'uM:... ..;e Project: � � T� Type of Inspection: cvm P Address: : lwyl �l 7tli e S. Date called: .- / 2-G1 / Special instructions: l -E)1- 31 — Date wanted: a.m. P.m. R ey cfr / 14.441 - Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:: PERMIT NO. (206)431- 3670 Corrections required.pdior to approval. ft If A r 70' life-t �96 S i.-/ ty ' & 1 di /(77,44-7, 5. 6- Q1,L --- 4 AO f ae 44 / Inspector: 4 t/ Date: Ye $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,«:atiw. r <.a a,.r. Rrllls4.,. FHe.,. ,? .�eo irap...aw..lxr.ikh�•nr ra m �ra.J.;,..i!>ArC.. .;,d iu;�::u....,1�, Jw.r�.: ..r - ,.,rl; s . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. Address: I7,1-1 j X 17 a,,e Special instructions: Type of Inspection: lr.t�5 5h Date c Iledf 2.. : 9` D Date ante II Il Phone: Approved'per applicable codes. (206)431 -3670 Corrections required prior to;approval; COMMENTS: 1 9loa- e4.4 * 1 / � / vZ N- 7 : l� Lv.o J! a i, 1 9 fkAA,1 Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite .100. Call to schedule reinspection. Receipt No: Date: ... s ! f <� t T' i r 'JP __:. S� .4.. ��t'kt �{�<.. M'k. .,. x4.1 v�s�. :.. 3 k:S�uCbC4;: atlrS,, • z:,:b16,tx. ;+i 41A;; »r:4- :i:« 41:::ir}tilat t .Fm Zr;, ' `6 00, rno CO Ill' O , LL a ! N = C7 ' H z ui O 0 H ' rz 11 0 •Z ` to 0 Project: Type of Inspection: Address; Date called: Special instructions: Date wante ` a.m. / ��[ p.m. Regzs er: / _ / t 2ec ,j Phone: v` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: c_otAri 4- )codse pv � 5 -a1 p V4 ,., t L W[Jp s.P VP VC Pit- Fee bit PVC. 6 q" ft /t -h t& , /sue. ic $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: U V 8. W; y ft.; W O' g u.Q N CY uj „ Lit V 0 ; N . OHS W ul • w - Z z �� Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood &.Duct: Halon: Monitor: Pre -Fire: Permits: City. of Tukwila Fire Department Authorized Signature (:9c .Ci/ TUKWILA FIRE DEPARTMENT FINAL APPROVAL Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Suite Date FINALAPP.FRM • t + 1 t'4'7 • 4+4y.Mw7„ Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East •; Tukwla, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575.4439 z 6 0 0O co 0 W W, J W O g J u. ca d ' H =: z �.. 1- 0 Z 1 W uj n O N, 0 H' ui U z . U =' 0 1- z 2'96 ita - CD(c E hi 7 ALz. _ 41 I 1 1 F l '" )1 A 2 ir); -----., ( . ._...... . 1 . . l_e_Cfc..-V\ 1 y ce Pe ve.)Loc-evytei _ . . (Lk v 1) /k - Dtopo- za Te' lAftc NI•••••• • - • • • . - oi w co - 0 I g • - To: Michael P. Cusick, P.E. RECEIVED Per: Greg Villanueva / Utilities Inspector AUG 9 2000 From: Peachtree Development TUKWILA PUBLIC WORKS Dear Mike; Below is the sketch proposed by P & S Excavation also recommended by Greg Villanueva. The issue we are referring to is #5 of the correction letter which states, "that the pavement on 47 Ave S in front of the proposed sites are less than 5 years old so the city will not allow us to cut the pavement in order to connect to the water and sewer ". What we are proposing is to Tee off from the existing stub to provide service to the other two lots thus avoiding disrupting the newer pavement in the street. Please see sketch. Questions, please call Christopher Brooks @ (206)226 -7106 Thanks so much for your consideration. Sincerely, Christopher Brooks 1 to Peachtree Development s o�r=� Gv� L ,'— P 1rt1 r-er G/ (L-C- L t 5 e - j 2 4-- •- S r - r 3. Install a 6X4 reducer w/ a 6" clean out @ the property line & then will have an inspection Tee. % .- - 3 4--c, s 5 -d �' fpL,•yyrS.` 5th �L CA /!,. (,Ted k0 designs unlimited STOCK PLANS • CUSTOM DESIGN Lateral Load Analysis Plan — 1254A/1 Per 1997 UBC Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 06/04/00 FILE Thek, lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. D2Or 228 ' 1 \ ? ?R ONISiON RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • 19613'81 st Ave S ' Suite F • Kent, WA 98032 ■ (253) 872 -2580 ■ Fax: (253) 872 -3649 • Email: designstudio @designsunlimited,corn ■ ■ IDESIGAS UNLIMITED STOCK PLANS • CUSTOM DESIGN June 10, 1999 To: All jurisdictions From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non- bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point loads or cantilevers can be omitted. Sincerely, Emerson R. Denney Engineer I wino / — /-- o • RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 19613•1 81st Ave S ■ Suite F ■ Kent, WA 98032 ■ . (253) 872 -2580. ■. Fax: (253) 872.3649 • • Email: designstudio @designsunlimited.com DEBIDNB UNLIMITED STOCK PLANS • CUSTOM DESIGN June 10 1999 To Whom It May Concern: Emerson R. Denney. P . E. When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and 12 inches 0. C. field nailing. ■ I'IECEIVED CI'ry of T'UKWII.A JUL 1 1 2000 PLRM CENTER 19613 .81st Ave S ' Suite F .' Kent, WA 98032 (253) 872 - 2580 ■ Fax: (253) 872 -3649 • DEBIGIB UNLIMITED STOCK PLANS • CUSTOM D E S I G N February 18, 2000 To: All Jurisdictions Re: 7/16" Plywood Substitution for 15/32" Dear Sir or Madam: In Designs Unlinmited's shear wall schedule, shear walls numbered 3 to 9 require 15/32" APA Rated Sheathing. However, 7/16" APA Rated Sheathing may be substituted at the contractor's option with no reduction in shear strength, provided studs are spaced a maximum of 16" o.c., or alternatively, panels are applied with long dimension perpendicular to studs. Sincerely, Emerson R. Denney, Pt Lic. No. 9788 • RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER .19813 .81st Ave S ■ Suite F • Kent, WA 98032 ' [253) 872 -2540 ■ .Fax: 253) 872-384, Email: designstaudio @designsunlimited.com .' II �ES STOCK PLANS • CUSTOM DESIGN UNLIMITED June 101 1999 To: All jurisdictions Re: Shearwall substitutions Dear Sir or Madam, The computer program (QLAT v 4.0) which Designs Unlimited uses in the determination of shear walls does not differentiate between interior and exterior walls. Therefore exterior shearwalls may sometimes be shown with gypsum wallboard in an exterior application. Where this occurs, a shearwall with a greater shear value can be substituted. Our shearwall schedule is established so that the larger the symbol numerically, the greater the shear value. A shearwall with a higher numerical designation can always be substituted for one with a lower value at the option of the Contractor or Owner. Sincerely, Emerson R. Denney Engineer -1-- 00 -/o -99 ■ RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 19613 .81st Ave S . Suite F ' Kent, WA 98032 (253) 872 -2580 ■ Fax: (253) 872 -3849 ■ Email: designstudio @designsunlimited.com • • DEBIGNB UNLIMITED STOCK PLANS ! CUSTOM DESIGN. June 10 , 1999 To Whom It May Concern: When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and 12 inches 0. C. field nailing. Emerson R. R. Denney. P. E. —I—aa 1 ■ RECEIVED CITY OF TU KWILA JUL 1 1 2000 PERMIT CENTER • • 1961.3' 81st Ave S Suite F ' Kent, WA 98032 I (253) 872 -2580 ■ Fax: (253) 872: 3849. ■nr ...r .11111.. • Mitailir • "r NMI. MEW • r • • 7► • • • ` r STOCK PLANS • CUSTOM DESIGN June 10, 1999 To: All jurisdictions From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non- bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non- bearing walls without point loads or cantilevers can be omitted. Sincerely, h Emerson R. Denney Engineer * j — /-- oo I 6 - /0--99 RECEIVED CITY OF TUKWIIA JUL 1 1 2000 PERMIT CENTER 196.13.81 st Ave S • Suite F ' Kent, WA 98032 • (253) 872 -2580 ■ Fax: (253) 872 -3649 • Email: designstudio @designsunlirnited.com • 4 A Walls Holddowns Struts - r � Om aZ X 1 4 Story : 1 2 14.3 n 06 -05 -2000 1254A -1 3 5 32.0 54.0 5 H [ 7/16" Sheathing w/ 10d Box I (Cr III Sppecies 1= [ Simpson Strong - Tie Holdown I C Gr III Species C Simpson Cnnctr I *- Exceeds maximum table value F ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO_THE QUALITYwOF THE DOCUMENT t A X 4 1 1 B 12.0 3 C 15.0 1 NalIs c ... C Struts r On a< Story : 2 14.3 n 06 -05 -2000 1254A -1 3 4 32.0 38.1 1 2 :1 "l 3 2 5 54.0 • • • • 1 7/16" Sheathing w/ 1041 Box ] [Cr III Sppecies ]_ I Simpson Strong -Tie Holdown ] [ Gr III Species I Simpson Cnnctr ] *- Exceeds Maximum table value ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO_ THE QUALITY OF THE DOCUMENT. SW # Shear Wall Sheathing [Thick (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Klf) Notes r1 N m 111 CO dl 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 6,7 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w/12 -8d 0.17 6,7,8 7/16" RS (1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w/12 -8d 0.23 1,2 7/16" RS (1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1,2,4 7/16" RS (1) 10d @ 3 5/8" @ 24 16d @ 2 A35 @12 w /12 -8d 0.45 1 - 5 7/16" RS (1) 10d @ 2 5/8" @ 16 16d @ 2 A35@ 9 w /12 -8d 0.60 1 - 5 7/16" RS (2) 10d @ 4 5/8" @ 16 2 -16d @ 3 2- A35 @l5 w12 -8d 0.72 1 -5,8 7/16" RS (2) 10d @ 3 5/8" @ 12 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -5,8 7/16" RS (2) 10d @ 2 5/8" @ 8 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 1 -5,8 T for Toe Nailing; GB for Gypsum Board; RS for APA Rated Sheathing [ Shear Wall Schedule ] [ 7/16" Sheathing w/ 10d Box [ Shear Wall Notes ] [Gr III Species ] GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Struct I APA Rated Sheathing EXP1 /EXT or Struct I Plywood. 3) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 4) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 5) Walls with greater than 350 plf require a minimum of a 3x sill plate to comply with footnote 3 of Table 23- 1 -II -1. 6) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 7) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 8) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER [ Gr III S ecies r [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. RECENED j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide cOFrJKWILA buildings having 2 or more stories JUL 1 1 2000 PERMIT CENTER --- -- --• -- - --- [ Simpson Strong [ Simpson 1998 Catalog -Tie Holdown ] ] p , Foundation Level HD Type Stud Fastner Anchor Cap Detail #f Type to Stud Bolt Kips Number r1 N M-44 LI1l0C STHD8 (2)2x (24) 16d - -- 2.37 STHD10 (2)2x (28) 16d - -- 2.99 2)LSTHD8 (4)2x (24) 16d - -- 3.65 STHD14 (2)2x (38) 16d - -- 4.43 2)STHD10 (4)2x (28) 16d - -- 5.98 2) STHD14 (4) 2x (38) 16d - -- 8.86 HD10A 6x (4)7/8 "0 7/8 "0 9.90 HD14A 6x (4) 1" ¢ 1" 0 13.38 HD15 6x (5) 1" 0 1 -1/4 "¢ 15.30 [ Gr III S ecies r [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. RECENED j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide cOFrJKWILA buildings having 2 or more stories JUL 1 1 2000 PERMIT CENTER L .,v..uvw.a ouaacuu.Lc [ Simpson Strong [ Simpson 1998 J L W. -Tie Holdown ] Catalog ] S I I I p ] — Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number rI NMC'lIl\OLs•0001 CS18 2x (18)10d - -- 1.27 (2) CS20 (2) 2x (18) 8d ea - -- 2.01 (2)CS18 (2)2x (18)10d ea - -- 2.54 (2)CS16 (2)2x (28) 8d ea - -- 3.30 MST60 3x (56)16d ea - -- 4.35 2) MST37 (2) 3x (42) 16d ea - -- 7.63 2)MST48 (2)3x (46)16d ea - -- 8.92 2)MST60 (2) 3x (56) 16d ea - -- 11.60 HD15 6x (5) 1"0 5/4 "0 15.30 [ Gr III S ecies r [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. RECENED j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide cOFrJKWILA buildings having 2 or more stories JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:01 Date 06 -05 -2000 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 1 1 3 1 1 2 1 2 3 1 1 2 2 1 3 1 1 2 3 1 2 1 1 2 4 1 3 2 2 5 0 - - - 1 1 3 1 1 1 2 3 1 1 2 1 3 1 2 2 3 1 - 3 1 8 5 5 5 0 Exceeds table capacity None required WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HF1OC.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL DECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:01 Date : 06 -05 -2000 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 2 2 2 1 1 1 1 1 A 1 1 - A 2 1 - B 1 2 C 1 1 Exceeds table capacity None required A 1 1 - 1 A 2 3 1 1 A 3 3 1 A 4 1 B 1 2 C 1 1 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HF1OC.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Z = 0.30 Occupancy Cat. = 4 I = 1.00 Soil Profile = D Ca= 0.36 Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 R X -Axis = 4.5 BSF X -Axis = 0.200 WIND DATA: 1997 UBC1 Wind Exposure = B Wind Speed = 80 Structure = Encl /Unencl Imp Factor = 1.00 Story 2 Story 1 BSF Y -Axis = 0.200 Load Summary II to Y Level (K) DL Seis Wind DL Seis Wind -- 2 - 21.8 5.9 5.3 17.1 4.4 1.4 -- 1 - 24.9 3.5 6.2 15.3 2.1 1.7 Base Total 9.4 11.5 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 of 7 I) to X 6.5 3.1 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 INPUT DATA - Walls WALLS Parallel to Y -Axis X X Y WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) Story 2 Line 1 Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 1.5 6.0 Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 1.5 0.0 Line 2 Wall 1 14.3 14.3 0.0 8.1 9.5 9.5 0.015 0.0 0.0 0.0 Line 3 Wall 1 32.0 33.0 0.0 8.1 8.0 8.0 0.015 0.0 0.0 0.0 Line 4 Wall 1 38.7 38.7 0.0 8.1 8.0 8.0 0.015 0.0 1.5 0.0 Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 1.5 0.0 Story 1 Line 1 Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 6.0 6.0 Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 6.0 0.0 Line 2 Wall 1 14.3 12.3 0.0 8.1 8.3 8.3 0.015 0.0 9.0 2.7 Wall 2 14.3 18.3 0.0 8.1 8.3 8.3 0.015 0.0 10.0 2.7 Line 3 Wall 1 32.0 32.0 0.0 8.1 8.5 8.5 0.015 0.0 7.8 0.0 Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 0.8 0.0 WALLS Parallel to X -Axis Y Y X Story 2 Line A Wall 1 0.0 0.0 0.0 8.1 20.0 20.0 0.015 0.0 9.0 4.0 Wall 2 0.0 0.0 24.0 8.1 30.0 30.0 0.015 4.0 9.0 0.0 Line B Wall 1 12.0 12.0 38.7 8.1 15.3 15.3 0.015 0.0 7.5 0.0 Line C Wall 1 15.0 15.0 0.0 8.1 38.7 38.7 0.015 0.0 9.0 0.0 Story 1 Line A Wall 1 0.0 0.0 0.0 8.1 6.5 6.5 0.015 0.0 0.8 4.0 Wall 2 0.0 0.0 10.5 8.1 5.2 5.2 0.015 4.0 0.8 2.0 Wall 3 0.0 0.0 17.7 8.1 4.3 4.3 0.015 2.0 0.8 6.0 Wall 4 0.0 0.0 28.0 9.4 26.0 26.0 0.015 6.0 6.0 0.0 Line B Wall 1 12.0 12.0 35.0 9.4 19.0 19.0 0.015 0.0 FCIVE��D�Q.p Line C CITYOF UKWILA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09 :53:02 Date : 06 -05 -2000 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 3 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X -Axis Y Y X Wall 1 15.0 15.0 7.2 8.1 21.5 21.5 0.015 4.0 0.8 2.0 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 LINES Parallel to Y -Axis INPUT DATA - Diaphragms WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 4 of 7 Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) Roof Level Lines 1 2 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 2 3 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 3 4 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 4 5 12.0 0.020 0.000 0.025 0.0 R 0.015 7 7 Level 1 Lines 1 2 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 2 3 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 3 5 12.0 0.015 0.000 0.000 0.0 R 0.015 LINES Parallel to X -Axis Roof Level Lines A B 54.0 0.020 0.000 0.025 0.0 N 0.015 P3 Lines B C 38.7 0.020 0.000 0.025 0.0 N 0.015 P1 Level 1 Lines A B 54.0 0.015 0.000 0.000 0...0 N 0.015 Lines B C 38.7 0.015 0.000 0.000 0.0 N 0.015 RECEIVED CITY OF TUKWn.A JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 OUTPUT DATA - Shear Walls and Holddown Forces WALLS Parallel to Y -Axis Story 2 Ln 1 Wall Wall Ln 2 1.3 Wall 1 Ln 3 Wall 1 Ln 4 1.3 Wall Ln 5 Wall Story 1 Ln 1 Wall Wall Ln 2. Wall Wall Ln 3 Wall 1 Ln 5 Wall Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) Redundancy Factor 1.00 O .6 0.7 0.064 0.081 1.8 0.0 0.0 0.4 0.4 O .064 0.081 1.8 0.0 0.0 0.4 0.4 1.6 0.136 0.171 0.9 0.0 0.6 1.0 1.0 1.0 1.2 O .123 0.155 1.0 0.0 0.6 0.9 0.9 1.8 O .166 0.219 1.0 0.0 0.7 1.4 1.4 0.0 0.0 0.000 0.000 1.0 0.0 0.0 Redundancy Factor 1.00 O .9 1.5 0.102 0.171 1.8 0.0 0.0 1.5 1.2 O .102 0.171 1.8 0.0 0.0 1.2 1.5 3.5 0.124 0.208 1.0 0.0 0.0 0.9 0.8 0.124 0.208 1.0 0.9 0.9 0.9 0.7 3.7 6.5 O .435 0.766 1.0 0.0 1.9 5.5 5.5 O .0 0.0 O .000 0.000 1.0 0.0 0.0 2.1 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 5 of 7 WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 Ln A 1.3 0.6 Wall 1 0.027 0.012 0.4 0.0 0.0 -- Wall 2 0.027 0.012 0.3 0.0 0.0 -- Ln B 1.6 0.7 Wall 1 0.103 0.045 0.5 1.7 0.0 -- Ln C 0.2 0.1 Wall 1 0.006 0.003 0.2 0.0 0.0 Story 1 Redundancy Factor 1.00 Ln A 1.9 1.3 Wall 1 0.046 0.030 1.2 0.0 0.0 0.0 j Wall 2 0.046 0.030 1.6 0.0 0.0 0.1 0.1 Wall 3 0.046 0.030 1.9 0.0 0.0 0.2 Wall 4 0.046 0.030 0.4 0.0 0.0 . Ln B 2.3 1.5 Wall 1 0.122 0.081 0.5 0.7 0.0 - RECENE[T Ln C 0.4 0.3 CITY OF TUKWILA Wall 1 0.017 0.013 0.4 0.0 0.0 -- -- JUL 1 1 2000 PERMIT CENTER ' Designs Unlimited Time 09:53:02 Date 06 -05 -2000 OUTPUT DATA Shear Walls and Holddown Forces WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 6 of • 7 Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis. Wind CSeis Wind Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) S- Support required beneath holddown M- Manaul input of holddown RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces H W • WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 7 of 7 Dia Load Seismic Shear Wind Shear Chord Force Seismic Wind Left Right Left Right Max at (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL Roof Level Lines 1 2 1.0 1.62 1.45 0.05 -0.05 0.05 -0.05 0.2 .50 Lines 2 3 1.2 2.00 1.80 0.07 -0.07 0.06 -0.06 0.3 .50 Lines 3 4 0.4 0.76 0.68 0.03 -0.03 0.02 -0.02 0.0 .50 Lines 4 5 1.3 1.48 1.41 0.12 0.00 0.12 0.00 0.9 .00 Level 1 Lines 1 2 1.0 0.96 1.63 0.03 -0.03 0.05 -0.05 0.2 .50 Lines 2 3 1.2 1.19 2.02 0.04 -0.04 0.07 -0.07 0.3 .50 Lines 3 5 1.8 1.34 2.51 0.22 0.00 0.36 0.00 0.4 .00 LINES Parallel to X -Axis Roof Level Lines A B 0.2 3.72 1.18 0.03 -0.03 0.01 -0.01 0.1 .50 Lines B C 0.1 0.69 0.21 0.01 -0.01 0.00 -0.00 0.0 .50 Level 1 Lines A B 0.2 1.73 1.36 0.02 -0.02 0.01 -0.01 0.0 .50 Lines B C 0.1 0.34 0.34 0.00 -0.00 0.00 -0.00 0.0 .50 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • Designs Unlimited Time : 09 :53:03 Date : 06 -05 -2000 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis Uniform DL: Max Down : LT -1.445 RT -1.445 Res Moment: LT 4.363 RT 4.363 Holddown LT 0.899 RT 0.899 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 * * * * * * * * ** Story 2 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.289 0.364 OTM 2.780 2.945 0.030 0.019 Header DL : LT 0.000 RT 0.090 LT 0.000 RT 0.056 Max Down LT -0.618 RT -0.708 LT -0.655 RT -0.711 Res Moment: LT 1.381 RT 1.745 LT 0.951 RT 1.120 Holddown LT 0.311 RT 0.230 LT 0.443 RT 0.406 Story 2 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.289 0.364 OTM 2.780 2.945 Uniform DL: 0.030 0.019 Header DL : LT 0.090 RT 0.000 LT 0.056 RT 0.000 Max Down LT -0.708 RT -0.618 LT -0.711 RT -0.655 Res Moment: LT 1.745 RT 1.381 LT 1.120 RT 0.951 Holddown LT 0.230 RT 0.311 LT 0.406 RT 0.443 Story 2 Line 2 Wall 1 Height 8.1 SW Len 9.5 HD Len 9.5 Wt 0.015 Seismic Wind Wall Force: 1.291 1.627 OTM 11.395 13.183 Uniform DL: 0.000 0.000 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.199 RT -1.199 LT -1.388 RT -1.388 Res Moment: LT 4.934 RT 4.934 LT 3.673 RT 3.673 Holddown LT 0.680 RT 0.680 LT 1.001 RT 1.001 Story 2 Line 3 Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 0.985 1.241 OTM 8.763 10.052 Uniform DL: 0.000 0.000 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.095 RT -1.095 LT -1.256 RT -1.256 Res Moment: LT 3.499 RT 3.499 LT 2.605 RT 2.605 Holddown LT 0.658 RT 0.658 LT 0.931 RT 0.931 Story 2 Line 4 Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 1.329 1.753 OTM 11.556 14.196 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT 3.005 RT Cl a'0 Lk LT 1.399 RT JUL i PERMIT CENTER Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 WALLS Parallel to Y -Axis Story 2 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Story 1 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.000 RT 0.270 LT 0.000 RT 0.270 Max Down LT -0.927 RT -1.197 LT -1.388 RT -1.658 Res Moment: LT 1.927 RT 3.021 LT 1.435 RT 2.249 Holddown LT 0.499 RT 0.256 LT 1.069 RT 0.889 Story 1 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -1.197 RT -0.927 LT -1.658 RT -1.388 Res Moment: LT 3.021 RT 1.927 LT 2.249 RT 1.435 Holddown LT 0.256 RT 0.499 LT 0.889 RT 1.069 Story 1 Line 2 Wall 1 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.135 0.135 Header DL : LT 0.000 RT 0.182 LT 0.000 RT 0.182 Max Down LT -1.104 RT -1.286 LT -1.684 RT -1.867 Res Moment: LT 7.952 RT 9.313 LT 5.920 RT 6.933 Holddown LT 0.146 RT -0.018 LT 0.971 RT 0.849 Story 1 Line 2 Wall 2 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.150 0.150 Header DL : LT 0.000 RT 0.203 LT 0.000 RT 0.203 Max Down LT -1.104 RT -1.307 LT -1.684 RT -1.887 Res Moment: LT 8.417 RT 9.929 LT 6.266 RT 171E809ED Holddown LT 0.090 RT -0.092 LT 0.929 RT CIT9ORTl9KWILA JUL 1 1 2000 PERMIT CENTER rd64L:i.,ti .LLh13.t:i➢.tiw.'. w .d.. ,.,a w. Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 3 Story 1 Line 3 Wall 1 Height 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 3.699 6.511 OTM 30.801 52.741 Uniform DL: 0.117 0.117 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down : LT -3.624 RT -3.624 LT -6.205 RT -6.205 Res Moment: LT 7.754 RT 7.754 LT 5.773 RT 5.773 Holddown LT 2.711 RT 2.711 LT 5.526 RT 5.526 Story 1 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 RECEIVED CITY OF TUKWIIA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WALLS Parallel to X -Axis Story 2 Line A Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.531 OTM • 6.273 Uniform DL: 0.180 Header DL : LT 0.000 RT 0.360 Max Down LT -0.314 RT -0.674 Res Moment: LT 54.270 RT 60.750 Holddown LT -2.400 RT -2.724 Story 2 Line A Wall 2 Height 8.1 SW Len 30.0 HD Len 30.0 Wt 0.015 Seismic Wind Wall Force: 0.797 0.355 OTM 9.410 2.878 Uniform DL: 0.180 0.113 Header DL : LT 0.360 RT 0.000 LT 0.226 RT 0.000 Max Down LT -0.674 RT -0.314 LT -0.322 RT -0.096 Res Moment: LT 131.827 RT 122.107 LT 75.306 RT 70.756 Holddown LT -4.081 RT -3.757 LT -2.414 RT -2.263 Story 2 Line B Wall 1 Height 8.1 SW Len 15.3 HD Len 15.3 Wt 0.015 Seismic Wind Wall Force: 1.576 0.696 OTM 14.273 5.636 Uniform DL: 0.150 0.094 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.933 RT -0.933 LT -0.368 RT -0.368 Res Moment: LT 28.600 RT 28.600 LT 16.924 RT 16.924 Holddown LT -0.936 RT -0.936 LT -0.738 RT -0.738 Story 2 Line C Wall 1 Height 8.1 SW Len 38.7 HD Len 38.7 Wt 0.015 Seismic 0.248 5.814 0.180 LT 0.000 LT -0.150 LT 203.199 LT -5.100 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . RT 0.000 RT -0.150 RT 203.199 RT -5.100 Story 1 Line A Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.301 OTM 3.078 Uniform DL: 0.012 Header DL : LT 0.000 RT 0.024 Max Down LT -0.474 RT -0.498 Res Moment: LT 2.538 RT 2.679 Holddown LT 0.083 RT 0.061 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 4 20.0 HD Len 20.0 Wt 0.015 Wind 0.237 1.919 0.113 LT 0.000 RT 0.226 LT -0.096 RT -0.322 LT 31.447 RT 34.481 LT -1.476 RT -1.628 Wind 0.104 0.839 0.113 LT 0.000 RT 0.000 LT -0.022 RT -0.022 LT 117.746 RT 117.746 LT -3.021 RT -3.021 6.5 HD Len 6.5 Wt 0.015 Wind 0.197 1.594 0.012 LT 0.000 RT 0.024 LT -0.245 RT -0.269 LT 1.890 RT 1.994 LT -0.045 RT Cri 1 bll K WIt,� JUL 1 1 ?fir PERMIT GEIv WALLS Parallel to X -Axis Designs Unlimited Time : 09:53:04 Date : 06 -05 -2000 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 5 Story 1 Line A Wall 2 Height 8.1 SW Len 5.2 HD Len 5.2 Wt 0.015 Seismic Wind Wall Force: 0.241 0.157 OTM 2.462 1.275 Uniform DL: 0.012 0.012 Header DL : LT 0.024 RT 0.012 LT 0.024 RT 0.012 Max Down LT -0.498 RT -0.486 LT -0.269 RT -0.257 Res Moment: LT 1.737 RT 1.681 LT 1.293 RT 1.251 Holddown LT 0.140 RT 0.150 LT -0.003 RT 0.005 Story 1 Line A Wall 3 Height 8.1 SW Len 4.3 HD Len 4.3 Wt 0.015 Seismic Wind Wall Force: 0.199 0.130 OTM 2.036 1.055 Uniform DL: 0.012 0.012 Header DL : LT 0.012 RT 0.036 LT 0.012 RT 0.036 Max Down LT -0.486 RT -0.510 LT -0.257 RT -0.281 Res Moment: LT 1.157 RT 1.250 LT 0.861 RT 0.931 Holddown LT 0.204 RT 0.183 LT 0.045 RT 0.029 Story 1 Line A Wall 4 Height 9.4 SW Len 26.0 HD Len 26.0 Wt 0.015 Seismic Wind Wall Force: 1.204 0.787 OTM 14.765 7.401 Uniform DL: 0.090 0.090 Header DL : LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -0.838 RT -0.568 LT -0.555 RT -0.285 Res Moment: LT 76.588 RT 70.270 LT 57.016 RT 52.312 Holddown LT -2.378 RT -2.135 LT -1.908 RT -1.727 Story 1 Line B Wall 1 Height 9.4 SW Len 19.0 HD Len 19.0 Wt 0.015 Seismic Wind Wall Force: 2.314 1.545 OTM 24.266 14.525 Uniform DL: 0.090 0.090 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.277 RT -1.277 LT -0.764 RT -0.764 Res Moment: LT 37.526 RT 37.526 LT 27.936 RT 27.936 Holddown LT -0.698 RT -0.698 LT -0.706 RT -0.706 Story 1 Line C Wall 1 Height 8.1 SW Len 21.5 HD Len 21.5 Wt 0.015 Seismic Wind Wall Force: 0.368 0.273 OTM 5.101 2.215 Uniform DL: 0.012 0.012 Header DL : LT 0.024 RT 0.012 LT 0.024 RT 0.012 Max Down LT -0.261 RT -0.249 LT -0.127 RT -0.115 Res Moment: LT 28.234 RT 28.002 LT 21.019 RT 20.846 Holddown : LT -1.076 RT -1.065 LT -0.875 RT -0 8.6 2 NED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTF.F, e.. emu.. 1 :•':4 tr e.�::is.r.. .4:u. lid" • Iiw. L:liiti.Mil'wt.e:/e.:u1Lw.c4.eee t Designs Unlimited Time : 09:53:04 Date : 06 -05 -2000 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 1 0.00 0.00 0.31 0.44 1 0.00 0.00 0.81 1.51 2 0.00 10.50 0.23 0.41 2 0.00 10.50 0.49 1.29 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 RECEIVED CITY OF TUKWILA JUL 1 1 an PERMIT CENTER+ A Designs Unlimited Time : 09:53:05 Date 06 -05 -2000 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall 1 1 RIGHT END SEIS WIND X Y . Rt Rt Dis Dis HD HD ft ft K K 1 0.00 4.50 0.23 0.41 1 0.00 4.50 0.49 1.29 2 0.00 15.00 0.31 0.44 2 0.00 15.00 0.81 1.51 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 1 Skm"n:It v • v1 n,v\1 S S V7 4 ) 4 4 Y 61. (17 O 41° 0,50 to 4o. 0�- 1 Slam. mil + 1 Sitt,w,, OW gl,Se 4 x 4 04 41 l 1, 1 S'(,k,vw+vw k . v-i),AA i g t„ 7o a x 5 O.4 g t c3 ,%, .--t- 'NJ i 8't c, )c s Q.4cf .3 I S A+ viav∎Al i Jlit 1 o a ) -r4 RtAe v ry 1 MIA I X 56 C -v4" 0.4T 2 1 - I 54tmonnni- v1>161 81 -° g. x c). 49 3. I ,-,t,ryxitA i 1- vllrt,t (.05.0 4 4 or- 49 i t fa 11 LI 1. HEAT SOURCE: gas (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed resideptial-efesti calculate the glazing area as % of the conditioned floor area. BOWING I✓ 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 TOTAL GLAZING AREA 44 (add entire column) TOTAL GLAZING AREA l gl.r-c -. The proposed glazing percentage must be less than or equal to the glazing percentage listed unciacttreED prescriptive option that is selected. CITY OF TUKWILA ENRGYCOD.DOC 2/13/97 CITY OF ^ UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ACTIVITY #: WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORMo o\ !'y� o r PRESCRIPTIVE APPROACH ' , \l S.F. + TOTAL CONDITIONED FLOOR AREA 1 S.F. x 100 = PROPOSED GLAZING PERCENTAGE 200cF H -15 Jut_. 1 1 2000 PERMIT CENTER 3 w N u. WO co W U O N 0 I- ILI W - o w z F _, Z Tr 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.) C \ KITCHEN FAN -100:1517;1 JCS c - Frc 4, Z' gU BATHROOM FAN 56_eat 160 c -Fm nut+o'vi../ I ) / SO Ci m C u- 7, 4 4., BATHROOM FAN 50 CFM i AKA- ry.glC�f -ED 2 c $-ry\ BATHROOM FAN 50 CFM ilkit- Olu C�rn LAUNDRY FAN 50 CFM (vel Y1jj P ]�• j SO -tom 'O c_--Y- Yv, 17 / WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) • 100 CFM (4 BEDROOMS) / niA-4-fryvt,/ 1 5o 15 O C - Ti *Whole house fan also serves as a kitchen or bath spot fan: • YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed 0 Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen. rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: CI Central forced air furnace which delivers outside makeup air through the ducting s stem. RECEIVE p 9 9 Y CITY of TI,f KI, ENRGYCOD.DOC 2/13/97 CITY OF ;'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. JUL 1 1 2000 PERMIT CENTER VILA HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* O O 0 0 0 0 0 0 _10 * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ Yes ❑ No Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I 4 ';xr.::1:00.,,SxZ4La • RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER z ,mw� rmr..'!°?+"mr et# #P± 1 01 0 "0 lk+�P!�'?1dE11X�' 1 , CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. :Or" I Glazing,;rnax of f/oor.�< ::value;' • Door U value 'Ceilln9 al abovegra >L elow Interior Slab ongrade: HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 OPT II 0 OPT III • OPT IV 0 -19 30 :::. -30 R -10 'R =19 OPT V 0 >74 OPT VI* OPT VII* 0 0 * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER « : y a...• :.vrg,,,umy...,. « +.r,art .. �. o. ms+ www* arwcKrMVawx^ rii+ 1. m,*% 1v�" M< KwaR .RP:�f+t'�f4+Rk� • September 13, 2001 ,R,t,F Ft A4 To: Mr. Crab umi City of Tukwila Building & Planning From: Christopher Brooks 12222 47 Ave So Tukwila, Wa 98178 Re: 12241 47 Ave So / Permit Extension 2000 — 2 2 8 41 FA Dear Mr. Graham; Building for 1224147` Ave so has commenced as of August '01. I am requesting an extension for the permits issued on this property. Expected completion is approximately October '01 ending. We apologize for any inconvenience. For any questions please feel free to contact me @ 206.715.8899. Thank you. CJIA Christopher Brooks CITY OF TUK�IILA SE. P 13 2001 paRMIT cENTEP August 27, 2001 Mr. Christopher Brooks 1728' 157th Avenue NE Bellevue, WA 98008 Dear Mr. Brooks: City of Tukwila Department of Community Development Steve Lancaster; Director RE: Permit Status D2000 -228 1224147th Avenue South In reviewing our current permit files, it appears that your permit for construction of a new3 1,254 sq ft single family residence with 258 sq ft attached garage, issued on October 10, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. • Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. • Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician �C�r -CLC, Xc: Permit Vile No. 1)2000 -228 Dunne Griffin, Building Official Steven M. Mullet, Mayor 6300 Soutlu.enter Boulevard, Suite 11100 • Tulctvila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 August 2, 2000 Christopher Brooks 1728 — 157th Avenue NE Bellevue, WA 98008 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -228 Peach Tree Development — Lot 31 12241— 47th Avenue S Dear Mr. Brooks: If you have any questions, please contact me at (206)431 -3672. Sincerely, i4ae- Brenda Holt Permit Coordinator encl xc: File No. D2000 -228 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 May 22, 2000 Dear Mr. Brooks: Rebecca Fox Planner City of Tukwila Christopher Brooks Source Financial Mortgage Banking Company 15744 Redmond Way Redmond, WA 98052 Department of Community Development Steve Lancaster, Director Thank you for providing information from Transnation Title Insurance company regarding lots 31, 32 and 33 Block 5, Allentown Addition in Tukwila. These materials provide information to indicate that there are three pre-existing, separate lots of record under one tax number. I have included information from the Tukwila Municipal Code (18.70.030) on preexisting legal lots of record, as well as the requirements for development in the Low Density Residential Zone. You will need to speak with the Public Works Department about sewer hookups and surface water management. Please telephone me or any member of the Department of Community Development staff at 206-431-3670 if you have further questions. Sincerely, T2 OOO228 Steven M. Mullet, Mayor RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431-3665 rr> City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0179001040 Address: 12241 47 AV S TUKW Suite No: Tenant: PEACHTREE DEVELOPMENT - LOT 31 PERMIT INSPECTIONS Item: 00060 WA VENTILATION/INDOOR AQC Item: 00095 FOOTING DRAINS Item: 00100 FOUNDATION FOOTINGS 11/08/2000 By: RC Action: APPR Comments: APPROVED/#1 Item: 00200 FOUNDATION WALLS 11/15/2000 By: WR Action: APPR Comments: APPROVED/#2 Item: 00350 CRAWL SPACE Item: 00400 SHEAR WALL NAILING Item: 00450 PLYWOOD WALL NAILING Item: 00500 ROOF SHEATHING NAILING 09/27/2001 By: JD Action: CO Comments: ADDTL COMMS - ROOF SHEATHING ALREADY COVERED. INSPECTED FROM BELOW AND APPROVED. CALL FOR INTERIOR SHEAR AND FRAMING. ELECTRICAL, PLUMBING REQUIRED BEFORE FRAMING INSPECTION. ALSO, CALL FOR ROUGH-IN MECHANICAL 09/27/2001 By: JD Action: APPR Comments: APPROVED/#3 Item: 00700 FRAMING 10/15/2001 By: DL Action: CO Comments: ADDTL COMMS -1. FIRE BLOCK TOP AND BOTTOM PLATE PENETRATION 2. A-35S MISSED AT TOP OF SHEAR WALLS TO RIM JOIST ON BLOCKING PER SHEAR WALL SCHEDULE. REPLACE BLOCKING ABOVE SHEARWALLS, WHERE MISSED. 3. WINDOW BOTTOM OF STAIRS NEEDS TO BE TEMPERED SAFETY GLASS 4. HEADERS NEEDED UNDER TJIS FIRST FLOOR HALLWAY 5. BEND TABS AND NAIL TJI HANGERS 6. PROVIDE TJI PLAN AND INSTALLATION GUIDE 7. PROVIDE TRUSS SPECS 8. PAGE 3 MISSING 9. MECHANICAL ROUGH-IN NOT COMPLETE 10. FOOTINGS NEEDED IN CRAWL UNDER POINT LOADS INSPECTION STOPPED; NOT READY. REVIEW ALL PLAN DETAILS AND RESCHEDULE WHEN READY 10/12/2001 By: DL Action: CO Comments: ADDTL COMMS - BUILDING PERMIT AND APPROVED PLANS NOT AVAILABLE TO INSPECTOR. ALSO, CANT FIND PLUMBING AND MECHANICAL PERMITS. PLEASE CALL TO RESCHEDULE WITH ALL PERMITS AND PLANS ON SITE. 10/18/2001 By: BR Action: CO Comments: ADDTL COMMS - 1. REPORT #5 CORRECTIONS COMPLETE LESS ITEMS 3, 6, AND 9. 2. INSULATION BEHIND BATHTUBS MISSING. 3. BOTTOM PLATE SHORT NAILS VARIOUS PLACES. doc: Conditions D2000-228 Permit Number: D2000-228 Status: ISSUED Applied Date: 07/11/2000 Issue Date: 10/10/2000 Printed: 01-07-2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 REFER TO SHEAR WALL SCHEDULE FOR PATTERN. 10/23/2001 By: JD Action: CO Comments: ADDTL COMMS - CORRECTIONS FROM REPORTS 5 AND 6 COMPLETE MINUS #9. OK TO INSULATE STILL NEEDS TGI SPECS 10/30/2001 By: DL Action: CO Comments: ADDTL COMMS - PLANS AND PERMITS NOT AVAILABLE. I LOOKED THROUGH ENTIRE HOUSE AND OUTSIDE. DO NOT COVER FRAMING. RESCHEDULE FRAMING INSPECTION. REINSPECTION FEE DUE. 9:10 AM 10/31/2001 By: KEN Action: CO Comments: ADDTL COMMS - OK TO COVER *TJI SPEC ON SITE 10/15/2001 By: DL Action: CO Comments: CORRECTION / #5 10/12/2001 By: DL Action: CO Comments: CORRECTIONS / #? 10/18/2001 By: BR Action: CO Comments: CORRECTION / #6 10/23/2001 By: JD Action: APPR Comments: APPROVED / #7 10/23/2001 By: JD CORRECTIONS / #7 10/30/2001 By: DL CORRECTION 10/31/2001 By: KEN APPROVED / #9 Item: 00750 ROOF /CEILING INSULATION Item: 00800 FLOOR INSULATION Item: 00801 WALL INSULATION 10/24/2001 By: JD Action: CO Comments: ADDTL COMMS - OK TO COVER WALLS ONLY 10/24/2001 By: JD Action: APPR Comments: APPROVED /8 Item: 00803 GLAZING INSPECTION Item: 01000 INTERIOR WALLBOARD FASTENING 11/02/2001 By: JD Action: CO Comments: ADDTL COMMS - MINUS 1 -PANEL GARAGE WALL OK TO MUD AND TAPE 11/02/2001 By: JD Action: APPR Comments: APPROVE D / #10 Item: 01001 EXTERIOR WALLBOARD FASTENING 09/27/2001 By: JD Action: CO Comments: ADDTL COMMS - EXTERIOR WALLS APPROVED OK TO WEATHER -IN 09/27/2001 By: JD Action: APPR Comments: APPROVED / #3 Item: 05000 CURB CUT /ACCESS /SIDEWALK Item: 05040 LAND ALTERING Item: 05070 SANITARY SIDE SEWER 10/20/2001 By: GV Action: PI Comments: EXCAVATE AND OPEN CUT 47 AVE S. EXPOSE 8" PVC SEWER MAIN. KOR 8" PVC AND INSTALL ROMAC SERVER TAPPIN ATAEE W/WIDE LAND STRAP. LAY 13' OF 6" PVC FROM TEE Action: CO Comments: Action: CO Comments: Action: APPR Comments: doc: Conditions D2000 -228 Printed: 01 -07 -2002 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT INSPECTIONS Parcel No.: 0179001040 Permit Number: D2000 -228 Address: 12241 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 07/11/2000 Tenant: PEACHTREE DEVELOPMENT - LOT 31 Issue Date: 10/10/2000 Item: 00060 WA VENTILATION /INDOOR AQC Item: 00095 FOOTING DRAINS Item: 00100 FOUNDATION FOOTINGS 11/08/2000 By: RC Action: APPR Comments: APPROVED / #1 Item: 00200 FOUNDATION WALLS 11/15/2000 By: WR Action: APPR Comments: APPROVED / #2 Item: 00350 CRAWL SPACE Item: 00400 SHEAR WALL NAILING Item: 00450 PLYWOOD WALL NAILING Item: 00500 ROOF SHEATHING NAILING 09/27/2001 By: JD Action: CO Comments: ADDTL COMMS - ROOF SHEATHING ALREADY COVERED. INSPECTED FROM BELOW AND APPROVED. CALL FOR INTERIOR SHEAR AND FRAMING. ELECTRICAL, PLUMBING REQUIRED BEFORE FRAMING INSPECTION. ALSO, CALL FOR ROUGH -IN MECHANICAL 09/27/2001 By: JD Action: APPR Comments: APPROVED / #3 Item: 00700 FRAMING 10/15/2001 By: DL Action: CO Comments: ADDTL COMMS -1. FIRE BLOCK TOP AND BOTTOM PLATE PENETRATION 2. A -35S MISSED AT TOP OF SHEAR WALLS TO RIM JOIST ON BLOCKING PER SHEAR WALL SCHEDULE. REPLACE BLOCKING ABOVE SHEARWALLS, WHERE MISSED. 3. WINDOW BOTTOM OF STAIRS NEEDS TO BE TEMPERED SAFETY GLASS 4. HEADERS NEEDED UNDER TJIS FIRST FLOOR HALLWAY 5. BEND TABS AND NAIL TJI HANGERS 6. PROVIDE TJI PLAN AND INSTALLATION GUIDE 7. PROVIDE TRUSS SPECS 8. PAGE 3 MISSING 9. MECHANICAL ROUGH -IN NOT COMPLETE 10. FOOTINGS NEEDED IN CRAWL UNDER POINT LOADS INSPECTION STOPPED; NOT READY. REVIEW ALL PLAN DETAILS AND RESCHEDULE WHEN READY 10/12/2001 By: DL Action: CO Comments: ADDTL COMMS - BUILDING PERMIT AND APPROVED PLANS NOT AVAILABLE TO INSPECTOR. ALSO, CANT FIND PLUMBING AND MECHANICAL PERMITS. PLEASE CALL TO RESCHEDULE WITH ALL PERMITS AND PLANS ON SITE. 10/18/2001 By: BR Action: CO Comments: ADDTL COMMS -1. REPORT #5 CORRECTIONS COMPLETE LESS ITEMS 3, 6, AND 9. 2. INSULATION BEHIND BATHTUBS MISSING. 3. BOTTOM PLATE SHORT NAILS VARIOUS PLACES. 02000 -228 Printed: 08 -01 -2002 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 REFER TO SHEAR WALL SCHEDULE FOR PATTERN. 10/23/2001 By: JD Action: CO Comments: ADDTL COMMS - CORRECTIONS FROM REPORTS 5 AND 6 COMPLETE MINUS #9. OK TO INSULATE STILL NEEDS TGI SPECS 10/30/2001 By: DL Action: CO Comments: ADDTL COMMS - PLANS AND PERMITS NOT AVAILABLE. I LOOKED THROUGH ENTIRE HOUSE AND OUTSIDE. DO NOT COVER FRAMING. RESCHEDULE FRAMING INSPECTION. REINSPECTION FEE DUE. 9:10 AM 10/31/2001 By: KEN Action: CO Comments: ADDTL COMMS - OK TO COVER *TJI SPEC ON SITE 10/15/2001 By: DL Action: CO Comments: CORRECTION / #5 10/12/2001 By: DL Action: CO Comments: CORRECTIONS / #? 10/18/2001 By: BR CORRECTION / #6 10/23/2001 By: JD APPROVED / #7 10/23/2001 By: JD CORRECTIONS / #7 10/30/2001 By: DL CORRECTION 10/31/2001 By: KEN APPROVED / #9 Item: 00750 ROOF /CEILING INSULATION Item: 00800 FLOOR INSULATION Item: 00801 WALL INSULATION 10/24/2001 By: JD Action: CO Comments: ADDTL COMMS - OK TO COVER WALLS ONLY 10/24/2001 By: JD Action: APPR Comments: APPROVED /8 Item: 00803 GLAZING INSPECTION 03/05/2002 By: BR Action: AP Comments: APPROVED / #13 GLAZING APPROVED Item: 01000 INTERIOR WALLBOARD FASTENING 11/02/2001 By: JD Action: CO Comments: ADDTL COMMS - MINUS 1 -PANEL GARAGE WALL OK TO MUD AND TAPE 11/02/2001 By: JD Action: APPR Comments: APPROVED / #10 03/05/2002 By: BR Action: AP Comments: APPROVED / #13 INTERIOR WALLBOARD APPROVED Item: 01001 EXTERIOR WALLBOARD FASTENING 09/27/2001 By: JD Action: CO Comments: ADDTL COMMS - EXTERIOR WALLS APPROVED OK TO WEATHER -IN 09/27/2001 By: JD Action: APPR Comments: APPROVE D/#3 Item: 05000 CURB CUT /ACCESS /SIDEWALK Action: CO Comments: Action: APPR Comments: Action: CO Comments: Action: CO Comments: Action: APPR Comments: D2000 -228 Printed: 08 -01 -2002 co o W Z � h—; 111 ui, D p, O N ', uji V ' IL 0! • Z U N: ` O doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 01/09/2002 By: GV Action: AP Comments: FINAL GIVEN Item: 05040 LAND ALTERING Item: 05070 SANITARY SIDE SEWER 10/20/2001 By: GV Action: PI Comments: EXCAVATE AND OPEN CUT 47 AVE S. EXPOSE 8" PVC SEWER MAIN. KOR 8" PVC AND INSTALL ROMAC SERVER TAPPIN ATAEE W/WIDE LAND STRAP. LAY 13' OF 6" PVC FROM TEE TO R.O.W. LINE AND CONTINUE 6" PVC W/TEST TEE W/WYE C/O AND 6" X 4" REDUCER. 4" PVC TO HOUSE. WATER TEST 15 MIN OK. 01/09/2002 By: GV Action: PI Comments: NEED PVC SCREEN PLUG REMOVED AND SECONDARY ACCESS LOWERED TO GRADE. Item: 05130 WATER METER PERMANENT 01/24/2001 By: GV Action: CO Comments: ADDTL COMMS - 01/24/01 EXCAVATE AND EXPOSE EXISTING 8 DI. 1 SADDLE AND 1 CORP/TAP. FROM CORP TO METER BOX/ANGLE STOP WITH TYPE K COPPER. OK SAND BEDDING AND 100% CRUSHED ROCK BACK FILL. 01/24/2001 By: GV Action: PI Comments: PARTIAL INSPECTION 01/09/2002 By: GV Action: PI Comments: NEED WATER METER BOX RAISED APPROX 3" AND METER INSTALLED. 01/30/2002 By: GV Action: PI Comments: WATER DEPT. INSTALLS METER. Item: 01400 FINAL -FIRE 12/28/2001 By: 511 Action: AP Comments: APPROVED WITHOUT CORRECTION NOTICE Item: 01600 FINAL - PUBLIC WORKS Item: 01700 FINAL - BUILDING 01/11/2002 By: BR Action: CO Comments: CORRECTION / #11 1. PROVIDE VERIFICATION OF THE FOLLOWING FINAL APPROVALS: PLUMBING, GAS PIPING, ELECTRICAL. 2. PUBLIC WORKS FINAL APPROVAL REQUIRED 3. MECHANICAL FINAL APPROVAL REQUIRED 4. APPROVAL OF FOLLOWING INSPECTIONS REQUIRED BEFORE BUILDING FINAL - PER REPRINTED PERMIT CARD: FOOTING DRAINS, UNDER FLOOR FRAMING, SHEAR WALL NAILING, EXTERIOR SHEATHING, GLAZING, FLOOR INSULATION, CEILING INSULATION, PVA 5. PROVIDE LADDER FOR INSPECTIONS 02/26/2002 By: BR Action: CO Comments: CORRECTION / #12 1. BUILDING PERMIT REPORT #11 STILL OUTSTANDING ALL ITEMS. 2. MECHANICAL PERMIT REPORT #6 ALL ITEMS STILL OUTSTANDING. 3. GARAGE TO HOUSE DOOR REQUIRED TO BE D2000 -228 Printed: 08 -01 -2002 Signature: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SELF- CLOSING AND LATCHING. PLEASE CALL 431 -3679 TO MEET INSPECTOR ON JOBSITE TO DISCUSS PROJECT. 05/02/2002 By: BR Action: CO Comments: CORRECTION / #14 CORRECTIONS FROM REPORTS 11 AND 12 NOT COMPLETE. PHONE OUT OF ORDER. LEFT MESSAGE ON PAGER NUMBER GOT NO RESPONSE IN 1/2 HOUR. REINSPECTION FEE ASSESSED. Item: 05090 STORM DRAINAGE 01/26/2001 By: GV Action: CO Comments: ADDTL COMMS - 01/26/01 CONTRACTOR WAS INSTRUCTED TO EXCAVATE AND EXPOSE INFILTRATION TRENCH PREVIOUSLY CONSTRUCTED W/O INSPECTION. TRENCH VERIFIED, NO DETAIL TO FOLLOW. 01/30/2001 By: GV Action: CO Comments: ADDTL COMMS - 01/30/01 RECEIVED AS -BUILT OF TRENCH. 01/26/2001 By: GV Action: PI Comments: PARTIAL INSPECTION 01/30/2001 By: GV Action: PI Comments: PARTIAL INSPECTION I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. ,l 12-t1 Z Print Name: C Li ,'`: ` ( 5 k, )S doc: Conditions D2000 -228 Date: /2 ?PO Printed: 08 -01 -2002 DATE: NAME: MAILING ADDRESS: PHONE: FAX: TYPE OF RECORDS YOU ARE REQUESTING: ar Permit Date Range: Permit #: 02 00 o - Z Z S Land Use File Date Range: Permit #: CITY OF TUKWILA REQUEST FOR PUBLIC RECORDS ///oT GbvL ?VOd (cs 7adi e v ��2 igf X evet j Cr//9 I FOD IZZ�� Ll7 07,e So rwk C ' ?17-k 2a 2 _ q ( ( -z2 P, \administrative \FORMS \Records Request l 1Vlechanical Permit Building Plans Date Range: Date Range: Permit #: M2000 - /S 3 Permit #: D ' Z S' ❑ Other: Orig. Bldg. Name /Occupant: Current Tenant Name SITE ADDRESS 12 Z K ( (1144, So PLEASE DESCRIBE IN AS MUCH DETAIL AS POSSIBLE WHAT YOU ARE LOOKING FOR OR NEED COPIES OF: YOUR REQUEST FOR PUBLIC RECORDS WILL BE RESPONDED TO WITHIN FIVE WORKING DAYS (RCW 42.17.320). There will be a 15 cent per page charge. Oversized items will be assessed additional fees (RCW 42.17.260). Exact change or check, please. No credit cards accepted. DATE RECEIVED: STAFF INITIALS: SiWivxn.3,itr i.5aw.3a�.i..lxi_rnt i .b + +' ti:a` City of Tukwila - O R.O.W. LINE AND CONTINUE 6" PVC W/TEST TEE W/WYE C/O AND 6" X 4" REDUCER. 4" PVC TO HOUSE. WATER TEST ry 15 MIN OK. Item: 05130 WATER METER PERMANENT 01/24/2001 By: GV Action: CO Comments: ADDTL COMMS - 01/24/01 EXCAVATE AND EXPOSE EXISTING 8 DI. 1 SADDLE AND 1 CORP/TAP. FROM CORP TO METER BOX/ANGLE STOP WITH TYPE K COPPER. OK SAND BEDDING AND 100% CRUSHED ROCK BACK FILL. 01/24/2001 By: GV Action: PI Comments: PARTIAL INSPECTION Item: 01400 FINAL -FIRE 12/28/2001 By: 511 Action: AP Comments: APPROVED WITHOUT CORRECTION NOTICE Item: 01600 FINAL - PUBLIC WORKS Item: 01700 FINAL - BUILDING Item: 05090 STORM DRAINAGE 01/26/2001 By: GV Action: CO Comments: ADDTL COMMS - 01/26/01 CONTRACTOR WAS INSTRUCTED TO EXCAVATE AND EXPOSE INFILTRATION TRENCH PREVIOUSLY CONSTRUCTED W/O INSPECTION. TRENCH VERIFIED, NO DETAIL TO FOLLOW. 01/30/2001 By: GV Action: CO Comments: ADDTL COMMS - 01/30/01 RECEIVED AS -BUILT OF TRENCH. 01/26/2001 By: GV Action: PI Comments: PARTIAL INSPECTION 01/30/2001 By: GV Action: PI Comments: PARTIAL INSPECTION Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: Print Name: doc: Conditions D2000 -228 Printed: 01 -07 -2002 ACTIVITY NUMBER: D2000 -228 LOT 31 DATE: 7 -11 -2000 PROJECT NAME: PEACH TREE DEVELOPMENT SITE ADDRESS: 122 47 AVE S XX Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: BuildiDivision • Aug 14L-O' public W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTI G: Please Route REVIEWER'S INITIALS: Comments: APPROVALS OR CORRECTIONS: (ten days) Approved REVI I S: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Pre Awe 1-r3 -c° Structural Incomplete Structural Review Required Approved with Conditions .'Y ( M i d ' CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n n Planning Division Permit Coordinator DUE DATE: 7 -13 -2000 Not Applicable n No further Review Required DATE: DUE DATE: 8-10 -00 n Not Approved (attach comments) I g'2,' T/ DUE DATE Not Approved (attach comments) DATE: co � co up ca w 0 '; IL _ d ' 1-• w z F' w w o ff = U: w z U N, O z ACTIVITY NUMBER: D2000 -228 DATE: 8 -9 -2000 PROJECT NAME: PEACHTREE DEVELOPMENT -LOT 31 SITE ADDRESS: 12241 47 AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division n Public Worrk .U) Aux. $ -11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Ti Not Applicable Comments: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ❑ Not Approved (attach comments) :► REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DUE DATE: 8- 10-2000 n DATE: DUE DATE: 9-7 -2000 DUE DATE Not Approved (attach comments) I DATE: ■ 4 Uv M4irf000 VM,uu rnn 44b dbd 441U ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued nUAnUa UKUSSKUAUb City of Tukwila Department of Community Development - Permit Center 6300 Southcenter .Blvd, Suite 100 Tukwila, WA, 98188 (206)431.3670 Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 o — o Plan Check/Permit Number: D2000-228 Project Address: 12241 — 47 Avenue S Contact Person: Christopher Brooks . Project Name: PEACH TREE DEVELOMENT — LOT 31 Phone Number: SurrunaryofRevision: 0 ihp L� + t4`s. Lq .. SL - Per wt t # $ 1 r « . ©'ice e- 4-�-T hL� v .a t rQc ?a -a 4 e � j fo r—. el? JUU4 ,per , s . . re b - ' Q if Ne,.3 .skeAr, P c - Tt.le , c - erevLc e ' ee. Lek.-5 ham.,;. re% (e __d e_ k-a-S b e. e t P w. d s cps . 'Bve_ r t per" L-01 lr.o.ie Jr es d bile w/ e cn rrepA re, a\DA e, Sheet Number(s): 511 P. e./k" # Q s "Cloud" or highlight all areas of revision includin; date of revision Received at the City of Tukwila Permit Ln Center by: tcrcd hi Sierra on 9-00 °IVED CITY OF TUKWILA - 9 ?.000 PERMIT CENTER Fire Department Review Control #D2000 -228 (511) Dear Sir: Yours truly, City of Tukwila The Tukwila Fire Prevention Bureau cc: TFD file ncd 4avvi Fire Department Thomas 1? Keefe, Fire Chief July 13, 2000 Re: Peach Tree Development - 12241 47th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be • compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have'a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 ROPERTY TAX RP10 CCOUNT NUMBER 017900- 1040 -05 06/19/2000 CORRECTED STATEMENT 3RING ALL PARTS WHEN PAYING IN PERSON MORELLI TONI A 1728 157TH AVE NE BELLEVUE WA LOT BLOCK CODE SEC TWP RG ALLENTOWN ADD 5 MAIL WITH 2ND PAYMENT PROPERTY TAX ACCOUNT NUMBER (017900- 1040 -05 ) 2411 .AEP THIS PORTION CO st 8002192 059800 98008 CURRENT BILLING DISTRI State Local School Support County City Unincorporated /Road Port Fire Sewer 3/or Water Library Other Emergency Med Svc * Other Charges TOTAL CURRENT BILLING First hall must be paid or postmarked by April 30, or FULL AMOUNT BE- COMES DELINQUENT and accrues Interest and penalty as prescribed by law. If first hall paid by April 30 second half must be paid by October 31 or it becomes delinquent and accrues interest and penalty. FULL AMOUNT MAY BE PAID APRIL 30th 36.34 65.09 18.59 34.10 2.37 6.45 .57 3.00 2000 REAL ESTATE TAX KING COUNTY STATE OF WASHINGTON RM 600 - 500 FOURTH AVENUE, SEATTLE 98104 -2387 Property .Tax Information (206) 296 -0923 Make check payable to: KING COUNTY TREASURY. Your cancelled RM 600 - 500 FOURTH AVE, SEATTLE WA 98104 -2387 CURRENT BILLING INFORMATION Land Value Improvements Loss: Exempt Value TAXABLE VALUE Levy Rate General Tax * Other Charges TOTAL CURRENT BILLING Omitted Taxes TOTAL CURRENT BILLING INCLUDING OMITS VOTER APPROVED LESS PAID 11,0C 1110C 15.136` 166.! 166.! DELINQUENT TOTAL 71.1 83.E YEAR TOTAL CURRENT AND DELINQUENTS INTEREST PENALTY DELINQUENCY INFORMATION PRINCIPAL • DELINQUENT PAYMENTS RECEIVED WITHOUT INTEREST AND PENALTY WILL BE RETURNED. CANCELLATION AND DELINQUENCY CHARGES WILL BE IMPOSED FOR DISHONORED CHECKS. PAYMENTS SUBJECT TO IMMEDIATE COLLECTION. NO POST DATED CHECKS ACCEPTED. check is your receipt. 1 Second half must be paid or postmarked by October 31 or IT BECOMES DELINQUENT AND ACCRUES ANNUAL INTEREST AND PENALTY. MORELLI TONI A 1728 157TH AVE NE BELLEVUE WA 059800 98008 i TAX TYPE Current Omitted Delin- quent TAX YEAR 0 OMIT YEAR INTEREST TO: PENALTY (SEE REVERSE) PRINCIPAL AMOUNT DUE OCTORFR R1 AR .P1, * HALF AMOUI 83.2 All payments mus Include the PRINCI PAL + INTERES? + PENALTY wher due. 0000000000000000000000000000000000000000000000000000000001790010400500000832601 :. lam 2 U IGG ) NW w 0 g w; UJ U ' 0 N i. 0 I—, w w ', -- o Iii Z �0 ~ Z Rer '.ential Sewer Use Certifir ~`ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name 11 0 V '(, iii I Ka 4 . (Last, First, Middle Initial) Property Tax I.D. Number 0171019 - IOI /O Property Legal Address: Subdivision Name Property Street Address (If different from above) 31 Lot # Building Name (il applicable) 122X ( L Al{ So City, State, Zip T l Ada q3 11'0 Owner's MaEoig -� t ` AA�� Address y z.g �STt'N Ave !K•F• Owner's Phone Number ( 2.)Q) ZZ.d, - �!D(v Property Contact Phone Number ( 20(p) 2.240 - 1 /fro Party - to be Billed 1 C'1 1 .1D (if different from owner) Party's Mailir 'J '` Address rrel 1,5 +lt /TV 1✓ N . Of above) rent from n etle , W 0gal City or Sewer District 1 4 Lion Date of Connection Side Sewer Permit # Demolition of pre- existing building? E] Yes ❑ No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: '[Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 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 For condominiums, please fill out Supplemental Form A in addition to this form. PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative I ov) + Nor ;Subdiv. # Block # S x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 rnov.e L L. j 1057 (Rev. 2/001 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer D2cV� 228 RECEIVED CITY OF TUKWILA JUL 1 1 2000 Date (P 2S/0 *rotWK7A1v4tVWMV elama+arHmnMne imuexwlrPrreu*. mkwmmntvm,nmwrw. e. v«... wa..r .wa,nmmm+..wwwr.W... n Nrnu A.t Z v O w O cn w LL' w g Q . La. a = CJ , w , O cn 0 1- w w ' O , iii Z; o Ni Z Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 ( To F625- 036 -000 registration verification 12 -98 (ReceiPt expires TEMPORARY //,...9 /0e, • REGISTRATION VERIFICATION (360) 902 -5226 FAX (360) 902 -5228 Registered name ...,ge.# 4)1.1 .Leer Vr Re number Registration expires P -/Do 9y5"Q0 ///.. /a.s J Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. 'fiat* you . ?< i gt p 11 ill i � 11111 1: § m b d E z it 1! 11 11 17'11. i lit°51 o ill"I' i 11 2 4V P El lit!i:el t io Rl !1 R !I • ii$F111111r8 11 If ; 1 !!, t i !I 1 -rw (i: i ' 0 § I f I " ' V I i g ! 2 vi'lliii/i!i;111 1111 !lit! 1 i :1 / i ._ 1, 14111 . ;gtf g • : t ihig it O. ,..! , ? 1 9'4,El l 11 i t ° '''' '1`11 P F 0 F- z • 8 . ,-. kl ,,sl i , ,, i r 1 !i ;1111p;e 0, e. 1 ig geigl olt 2 1 1- € 4 i ,T1 i i / - a�g z_ z Fn c I1 R I t r 6! .(° ;;_ 10 1' to5 i b 4 kikeaai r 0$ k i < — g< : m - p O C T ?- tL U, wlEt =11 °111 kkkk tLm 9 ANIIMENSII M 9 1' 9 S E 5 6 STUB CUT 4 BAR STUB 0, *4 BAR 2 • 18" 45 TJI-Pre 250 • 16 OC. _(2.) I-St X5 2On Mkrollon PL. FL PROVIDE Mi11. 19 CRAML , SPACE A 1 L - A -- /2) Ii5/7." X 45 2OE • -51 . -- - ----/ t /' ! _ - p (2) zoe .15 1 . T..11 , 7 0 /250 CK %1242NCr&SOC -FLOOR CRICKET 7,1c, CZ... SLAB rrn4 6.s +.10 1 OYER 6 MIL Y. c7VERW sRAH. mu_ SLOPE I/4 PM' 1 TO 0.H. DOORS CONT114105 FOOTING 5 4 I iglan 'Klan 1/4' 5._ MID SILL REGIUIRED HERE 9 9 0 \ FOUNDATION NOTES I. WRITTEN IMENSiO TA , OVER SGAiP DIMENSIONS. 2 ALL FOOTINSS TO HAVE A MINIMUM DEPTH OF 18 BELOW FINISHED SPADE. 5. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTINSS TO REST ON FIRM uttoisruRsec EARTH WITH mriirvm 2p00 PSF BEARINS PRESSURE (REFER TO SOILS REPORT WHEN REQUIRED). 5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRESSURE TREATED. 6, VERIFY ALL DIMEISIONS AND FIELD CONDMON S. 'I. PROVIDE TEMPORARY BRAG!. AS REQUIRED. UNTIL ALL PERMANENT CONNECTIONS AND STIFF154IN9 HAVE BEEN INSTALLED. 6. PROVIDE DOUBLE LVL/JOIST OR BLOCKING AT PARTITIONS AEOVE 4. PROVIDE 15N FOUNDATION VENTS WITH I/4 CORROSION RESISTANT WIRE MESH AS REQUIRED PER C.ADE. 10. M DENOTES BEARJN6 POINT IN 2X4 PONY MALL, PROVIDE MIN. (2) 2•4 STUDS • INDICATED POINT Ut4LES5 NOTED CTIERAISE FOUNDATION VENT GA1_05. 410 5.FJ SO = 5.21 5.F. FDN. VENT REGO . 105 f 44 x .75 = 541 S.F. POR VENT, 5.21 5.F. I .541 = FDN. VENTS REGD. II. CRAM SPADE TO BE A MINIMUM OP I8 EVELOPI FLOOR JOIST AND IV BELOPI BEAMS OR 6IRDER5 Mini MIN. 6 MIL BLACK VAPOR BARRIER AROUND COVM LAPPED 12 AT SEAMS AND EXTENDED UP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL EEAMS TO BE 4x10 •DF (SEE SHEET 1 FOR LLHEIER. STREWTH VALUES). UNLESS NOTED OTHERWISE. 15. ALL POSTS TO BE 4114 (4•6 AT BEAM SPLICTS) TYPICAL UNLESS mons: c7THERPOSE. •TIP • ISOLATED BEAM RAS. 14. ALL ISOLATED SPREAD F0071,16 TO BE 24•24 THICK WITH (2) F. BARS BOTTOM EACH MAY, UPILESS NOTED 15. AT ALL CORNER LOCATIONS PLACE 5THD HOLD DOWN 50 THAT Ck OF NOLDOVel 15 5 IN FROM COMER TYPICAL. 16. AT ALL WINDOW LOCATIONS PLACE STHD NOLIXWM SO THAT 1k OF HOLDOPIN 15 I 10 CUT FROM EDSE OF OPENING TYPICAL ALLOW I I/2 TO STRAP ek MOM DOOR ROUSE °PENNS MICH 15 2 I/2 FROM, POOR ED6E ON FLANS THIS ALLOWS FOR DOOR FRAME. 17. FOUNDATION ANCHOR BOLTS REQUIRE A 141104.1M OF 212 PLATE WASHERS. USG. 1806.6.I. FOOTING SCHEDULE 241 DIAMETERX I, THICK CONCRETE FOC7IIN6 MUTH (2) *4 BARS EACH WAY. I 0 , 50 X IT THICK ( a ) scortcRerE FOOTINS NTH (3) 9 4 BARS EACH PAY. SEE SHEARWALL el HOLD DOWN SCHEDULES ON SHEET CM 6068 3.&.D. (SS) KIT 11'-5" 9 SGAJE 1/4 = scerrr AND DECLATE 4 THICK 5 . R IM main iffEl©©Fi p_an „ 1'-710 1/2' 6ARA4E 258 SP. SQUARE FOOT AE SUMMARY MAIN FLOOR 495 SP, 1 UPPER FLOOR TOTAL FINISHED AREA L SARASE 125* SP. 164 S.F. 256 SP. 12.06!)*- 1 MAIN FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE O'ER SCALPO DIMENSIONS 2. PLATE HEISMT THIS FLOOR UNLESS NOTED OTHERASE. 3. ALL HEADERS TO BE 4.0. DP. 1 .2 UNLESS OTHERWISE NOTED, CHECK PLAN. EGVIVALENT PARALLAM er_Am MAY ESE SUBSTITUTED IN PLACE OF MAPS, HERS 4. BOTTOM OF HEADERS TO BE 6 THIS FLOOR UNLESS NOTED OTHERNISE. 5. ALL EXTERIOR WALLS 2•4 PO, P-IS INSULATION UNLESS NOTED OTHERWISE. 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 U.B.C. BLACK ALL PLYWOOD EPEES AND NAIL MITE 10. AT 6• 00. TYPICAL ALL EXT. MALLS. PROVIDE DOUBLE JOISTS OR BLOCKING IVERE PARTITIONS OCCUR ABOVE. 8. PROVIDE SOLO BLOCKING OVER SUPPORT. 4. FIRE BLOCK!. AT ALL PLLMIESINS PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/5 TYPE X SYPEU. BOARD. 'I. 4 DENC7TTS SOLID MARINE, UNDER C.ONCENTRATED LOADS USE (2) 2•6 AT 6 WALLS. USE (2) 2•4 AT 4 PALLS UNLESS NC,157 OTHERWISE. 12. FINISH ALL CEILINS5 VON 5/8 SYPSUM BOARD. 15. AT SARASE USE 5/9 TYPE ATP. BD. AT ALL COMMON LIMNS MALLS/ TWO LAYERS • CEILM6S sofa:ems:5. LIVINS AREAS AND va-rERE FRAMING IS GREATER THAN 16 O. WRAP ALL POSTS AND EteAre 14. PROVIDE 26-6A06E GALVANIZED SHEET SBTAL FLASH MS ABOVE etwcorts AND DOOR. (TIP) LAP stni.cirts PAPER O'-PR. 15. HOLD SIDINS 6 ABOVE FINISHED &RADE TYPICAL. 161 VII4DOW5 sFecireo ARE 14F6R. SUMMIT OR EQUAL U= PER SCHEDULE. CONTRACTOR TO VERIFY ALL R.0t*14 17: FASTEN !ALIT-LAM 2.X EEAMS PER UB.C. STANDARDS, C.NA,TER 25-1, TYPICAL 18. NAN:SERE. AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL IR. CBI-1N6 JOISTS TO BE 2•6 AT 24 0.C.. TYPICAL LIRO., PLAN SHOWS JOIST DIRECTION. 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER UDC. SECTION 106. 21. INSTALL MATER HEATER PER 1.187 NAECA, SEE SHEET I. PROTECT FROM IMPACT PER 1441 Imo 504 AND 22. FURNACE TO BE PLACED kV ABV. FLOOR ON I HOUR FURNACE PLATFORM IN/ (2) 5/4 LAYERS PLYWOOD., PROTECT FROM IMPACT PER 1.147 UMC 604. 25. DOOR BEDNEEN HOUSE AND SARASE TO BE 20 MM RATED, SOLID CORE, Ttsi.rr rrrssi WITH sm.! - cLosiRE 24. INSTALL DIR. VENT FRPL:FER TERMS OF USTINS AND 4V6RS SPECS. PER SEGITON 5102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I/2 FROKNIALL, RI5=ER TO DETAIL 6 ON SHEET (10. 6. 26. STRAP THE MATER HEATERS AT POINTS M1TH IN THE uPPER'us AND LOWER I/5 OF ' ITS vERTIGAt. DIMBSION Lomax POINT SHALL BE MINIMUM 4 ASCNE CONTROLS 21. VieSIE SPEAR WALL VALUES Excerm • P.F. PRA/41146 ms- AND SILL PLATES AT ABUTTINE, PANELS SHALL NOT BE LESS THAN A 51N5LE 5X MEMBER. MSC. TABLE 25-2-11-1-1. 25. - DENOTIS STRAP HOLD DOWN LOCATION • D15109E5 BOLTED HOLD DOWN LOCATION SZI • LOCATIONS OF FLOOR RESISTERS SO_ ALL SMOKE DETECTORS TO BE 110 VOLT :NTH BATTERY BACKUP, INTERCONNECTED. 5L fl BB AND SHOWER. . FIRE BLOCKING BETWEEN STUDS. * LIMIT SHOPER FLOW TO 5 6P14. • INATERFROCI WALL TO WITHIN 10 ABOVE DRAIN INLET. • ALL GLAZING WITHIN •0 ABOVE DRAIN BLOT TOM SAFETY et-Ass. = HO VAI-n2R sARReR seise, GYPSUM ea?. 32 AT ALL GORM132.LOCATICee PLACE 51140 PIOLDDOrel 50 THAT , k OF NOLDDOINN 15 S IN FROM CORNER, TYPICAL. SS. AT ALL 4MPDOM4 LOCATIONS, PLACE 5(99) PIOLVDCFN SO THAT Q. OF HCXXXXWIN 15 I-12 ctrr PROM epse or °reuse, rrp. ALLOP4 140( TO STRAP Ck FROM DOOR R015414 01.1541E* WHICH IS 24/2 FROM DOOR E06E CM PLANS_ THtS ALLOWS FOR DOORFRAME. SEE SHEARWALL HOW DOWN SCHEDULES ON SHEET RECEIVED CITY OFRIKWILA JUL t 2000 PERMIT Carla; 2,p&T i©©Er LIG @IU FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HE1■HT b' -I" THIS FLOOR UNLESS NOTED OTFERY65E 3. ALL IEADHL5 TO BE 440. D.F. 72 UNLESS OTHERWISE NOTED, GFEGK PLAN. EQUIVALENT PARALLAM BEAM MAY BE 5/136111IJ7® M PLPOE BEAMS • 14712.3 . 4. BOTTOM OF HEADERS TO BE 6'-6" THIS FLOOR UNLESS NOTED OTHEPUSE. 5.: ALL EXTERIOR PALLS 2,44 WITH R-19 INSULAT1ON. NOTED OTHERWISE. 6. ALL FRAME NAILING TO SAnsFY CHAPTER 25 U.B.C. BLOCK ALL PLYWOOD EDSG AND NAIL WITH IOd: AT TYPICAL ALL EXT. KAL.s. 1. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE b. PROVIDE SOLID BLOGKIN6 OVER SUPPORTS. 4. FIRE BLOCKING AT ALL PLUMBING PEJETRATIONS 10.. ALL STORAGE AND SPADES UNDER STAIRCASES TO BE FINISHED WITH 5/5" TYPE '.•X". 6YPSUMBOARP. 11... E DE sou, BEARM6 UNDER ,.. CONCENTRATED WADS USE (2)2.6 AT YIALL5. USE 12)'. AT 4 WALLS UNLESS NOTED OTHERPISE 12. FINISH ALL GEILINbS WITH 5/6" GYPSUM 13OATRD. 15. AT 6ARA6E USE 516 TYPE X'. GYP. P. AT ALL COMMON LIVING WALLS/ TWO LAYERS •, CEILINGS. BORDERING. LIVING AREAS. AND WFERE FRAMING IS GREATER THAN 16° O. PROP ALL POSTS AND BEAMS. 14.: FASTEN MJLn -LAM2X BEAMS PB2 UBG. STANDARDS, CHAPTER 25-1, TYPICAL N5. 14AN6H25 AT POSITIVE CONNECTIONS TO BE SIMPSONOR EAJAL. 16. ALL VOIDS TO BE FIRE/VRAFT BLOCKED FER UDC,. SECTION 10e, 11. PROVVIDECONT. HANDRAIL AT STAIRS A MAN OF 1 112' FROM WALL, REFER TO DETAIL AS ON SHEET NO. 6. 16. 1=x LOCAnOKS OF FLOOR RESISTERS W. UPFL72 FLOOR FRAMING TO BE 240 HF *2 FLOOR JOISTS o i6" O. TYPICAL UNLESS t4OTE2 OTHERWISE, PLAN SHOPS DIRECTION S C ° M%n QLL HOLD o o �'�'/n H SCHEDULES OM SHEET I MDP 8 rr SCALE I/4• . !'-C" 5 -0 .1 8.R 15. FINISH A 164 SF. Th2oo�* 2 ze UPPER FLOOR FRAM FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE FEISHT TO BE This FLOOR UNLESS OTHERWISE NOTED S. ALL HEADERS TO BE 4x10 SF. >Z UW2f HE OTRWISE NOTED. 4. BOTTOM OF HEADERS TO BE 6'-b' THIS FLOOR UiLE5S: OTHERWISE NO , 5. ALL EXTERIOR WALLS 2.4 WUTH IR. --IS MSU ATION'UNLESS OT!EIRYYSE NOTED ALL 6. A FRAME NAUIN .6 TO SATISFY C.HAPi82 23 UBG: BLOCK ALL PLYWOOD WOES AND NAIL WITH IOd AT b' O.C. TYPICAL ALL EXT WALLS. 1• FRO✓IDE JOISTS OR SOLID BL KING OC OVER SUPPORTS: S. FIRE BLOCKING AT ALL PLUMBNN6 PENETRATIONS. 4. ALL STORAGE AND SPACES UNDER TAIR& ' TO EE FIWSH® WITH 'W TYPE 'X ". GYPSUM BOARD. 10. • DENOTES SOLID .AKIN& RIDER GONCENTRA1 LOAD`. USE (2) 2x4 AT 4• WIALL5 LL UNLESS [FIOTh5 LINGS WITH 5/6• NOTED. I:: �tY'tl SYP5UM HOARD. 2 PROVIDE 26-6AU*E GALVANIZED SHEET METAL FLASHM6 ABOVE WINDOWS AND DOORS. (TYP) LAP.S)IW5 PAPER R. 3. WINDOYe SPECIFIED ARE MF6R BY. SUMMIT OR EQUAL. U . PER SCk tRE CONTRACTOR TO:VBtIFY ALL ROJSH EN M OPBNIN6. 4. FASTEN BEARS PB2 UBG_ STANDARDS, CHAPTER 23-1: TYPICAL: DONG JOISTS BE 2x6 AT 24" 'ST 16. ALL OG_ TYPICAL UNO:, PLAN SFHO JO OIRf VOI TO.I3E F I BLOCKED KE3 C PE2 U BG. SEC TO 103. I7. ALL TUB5 AND SHIoreRs. • FIRE BLOGKIN6. BETreex :55J05. • LIMIT.FLOW TO 5 GPM • WATERPROOF' WALL TO WITHIN 70" ABOVE DRAIN IM_ET. • ALL 6LAZIN5.P6TNIN: 10" ABOVE DRAIN INLET TO BE SAFETY 6LA55. a NO VAPOR BARRIER SEMIND GYP. BD. 16. ALL SMOKE DETECTORS TO BE' 110 VOLT WITH BATTERY BACK -UP, IMERGOW.EGTED. 14. PROVIDE CONT. HANDRAIL AT STARS A MIN OF 1 1/2' FROM MA.-, REFER TO DETAIL 6 ON SFISET NO. 6. '. 20. FOR EAR WALAS Y6TH GREATER THAN 550•PLF. FRAMIN5 MEMBERS AND SILL - PLATES AT ABUTTN6 PANELS SHALL NOT BE LESS TIHAN A SINGLE 5X M(3HB62: U.B.O. TABLE 23- 2 -II -H. 21. HANGERS AT POSITIVE CORTECTION TO SE SIMPSON .'.CR EQUAL 22. - 'DElOTES.STRAP HOLD: DOYEN LOCATION • DENOTES BOLTED HOLD DOWN. LOCATION 25 m'= LOCATION OF FLOOR RESISTERS SEE SHEAG3N` i ° L L HOLD' DOWN SCHEDULES OOaSN Gi' _; SEE _AR WAIL SCHEDULE- FOR BOTTOM PLATE NAILING �\ \ 16d - 6 OG. -- -� 24 BLOGKIN6 -- Y I z.p ^ -. SHEAR 6 R HALL SIMPSON NOi DO IN SEE PLAN FOR TYPE BAND LOCATION 1 LAP EXTERIOR n SHEATHING OVER RIM -5T. OR NAIL A-45F CLIP • 92 O ..4 CONT. REIN. A9. 'x 10' - FOR 51ZE t SPACING 5fS PLAN - X SPL�4N HALL- 2 - SEE 5NEAR HALL SGtDILE FOR BOTTOM PL. NAILINS 16d -,. 6' CO. - ` _ SFEAR HALL SIFP50N HOLDOWI - FOR TYPE � AND LOCATION ! AN LOC ATION LAP E)CTERIOR y SHEATHING OVER RIM r1 .L4T. OR NAIL ASSN SHEAT CLIP • 52' 0.C. e4 CONT. REIN. CONCRETE 5� PLAN I HOLAOPIN -SEE PLAN r - FOR LOCATION 4 TYPE / / 2 x P.T. MU'DSILL W/ / - �5/L` DIA x IO' AB / :. a 48' OL. 12' FROM ,' MALL ENDS, MIN. FLOOR JOIST TO O.A.AR A-44 (SIMPSON) T N !� � j ! '. , I t + t f / --"/ .►' -'s 1� 1 `fl IS - 1 ' : ,. • 1�=i ( GIRIG: }MALL - SiS= PLAN ] c AS. x 10 -. FOR SIZE I SPACING SEE PLAN • 52" O.G. FOR COI WALL .. H >. FOR TYPICAL 5HEAR WALLS I HORIZ� DIAPHRAGM NAILING SEE NOTE 0 FOR PANELS . / WIDTH LESS THAN 4,0" LAP PLYWOOD OVER RIM JOIST f' FOR TYPICAL 91EAR lNALL6 !HORIZONTAL OIAPFiRJ FiNI NAILING 9 D FOR PATES r1/ WIDTH LESS THAN 4' -0' LAP PLYWOOD OVER RIM JOIST � SHEAR WALL FOUND. ( FLOOR JOIST PERPENDICULAR TO', M 7 FOUND . WALL 5 SHEAR WALL ®FOUND. WALL \ (FLOOR: -01ST PARALLEL TO 11/41.) 2x: OR WALL NON N OR /AND M �`OT.OI 10d - O.G. N.NO.) ( C.,,-,1 FLOOR / /r NOTE, / IQ ( PARAL Z 2< STUD 'HALL SEE SHEAR HATA. SCHESXLE FOR Z _ E t j ' • . fl I - !....--.1 BOTTOM I -: Md I HORIZONTAL Al . - we PL t1A0.IN6 - b' OL_ (BON) DIAPHRAGM NoTES.FOR NALINIb JOIST- 5E= PLAN SIZE t SPACINS STUDr • MTL STRAP - Sd - b GL. TYP. • BOTTOM P 4 RIM{1� JOIST, p ji�. ca Ie If r M. SHEAR MALL _-: NAILING 24 5710 WALL 1 FOR TYPICAL SHEAR DIAPHRAGM NALINS c , _ ;.. 1 I _ (6 WALLS I poRaotRAL SEE NOTE, _ _ • ; - ' i i _ -- • rizog FOR f on_ ' 4 - TYPICAL SHEAR W \ (FLOOR JOIST PL�P9.IDIGULAR TO WA (show PARALLEL YOH WALL.) O WALL ''' CONNECTION _ 'fid ROOF PLYWI S�` SEE NOTES ON V,1li NAILING REQUIREMENTS 2x A a 2 V1 EgO Y -- �r4 P ' _ aw `l v � SHEAR WALL NAILING- SEE SCHIEDILE 6d • 6` OL. MIK •� � (2) IOd • 8 'SIMPSON` (OR BOU) AT SEISMIC G - AT TRUSS / L SECTION \ ) ROOF PLYWD. �a SHEAR �W1A�L{L� PERPENDICULAR TO ROOF RISSEJ t WALL (PAI:AIla WITH ROOF TRIF6E5i I-ICAR WA 2x 51-K1S _ ♦ 6d NAILS 0 6 OL. PE2 sci E NAILED FLAT • 24 °, SWB RTAC A0012 F LAT • 24 2x4 CT Ep ♦ , SHEAMIN& PgRar SCHEDILE INAHJF 1155ETT WOOD ���p 1/2. ' FLA IL. W41 i 6 0.G. NAIL 2x4', TO 'V g GIORDS PV (2) 1 FLED P ER .5.H.15. O PLYWOOD SNFS z WALSCHEDULE NAIL., A OR '� t • 6 I,IG 0. 1 . .. • V5 i i TO T TOENAIL SCHE 7JLE ,. F LAT a NAILS 0L. H y. 2e I bd • 0 NAOP PLATE a EACH TOP +' - T'� I/2` P YWOJD M., ._- SHEAR _ - - LNi¢ SSI� NAL� SGFEDIA.E `AR _ � _ ILINS - SG �1.L9 6 OR P YW0.7" WA 5 SGN I ECtLE � SCh PER SHEAR WN1 SGe6JLLE N5 PER REAR SCHEDULE 101 SHEAR. WALL PARALLEL T O TRUSSES I SHEAR KALL PARALLEL TO TRUSSES 3.1 O.C. ROOF VENT GALLS. PRN4 RY RO 164 5F. I 500 = 255 SF. VIS4 lNb READ. 2$ 5F.:1 2 ■ 125 SF. VETTING READ AT ROOF 116 SF'. / ( -44x 75) 4 VENTS REQ77. T' TRUSS EN61lEERIN6. PER I1BC :1069.41, TRLSSENSINEEL or RECORD: W40 WILL Rees* APPROVE Am NOTE ON THE DOCtt•@IT5 THAT THEY HAVE FOR:. TO EE Rte teRA- cctrommANcE METH .:THE OESISN OF THE BULDING_ . THE ENSIN - APPROVFD•DOO S ITS WILL THEN BE FORWARDED-TO THE EVILDIMS OFFICIAL FOR REVIE!/ AND APPROVAL PRIOR TO FR IAlINS INSPECITON'. CITY APPROVED DCCLMENT5 SHALL BE ON THE JOB SITE AT INSPECTIONS. TRU55 VALE- MLaric:UUPEGIFFa. TRI_45'SRALNG' REAL 11RaEMT5_ Jul 12 '.: DATE. 06/02/00 ROOF FRAMING NOTES 1. SHADED AREAS DENOTE DUMMY FRAMMG OVER ROOF FRAMINS BELOW. 2. ■ DENOTES SOLD BEARING UJD9R CONCENTRATED LOADS. S. SIM FLOOR PLANS FOR STRUCTURAL BEAMS AND FEADER5. 4. ALL RAFTERS TO 15E, 2x5 HF IYj AT 24 OL. TYPICAL UHO_ 5. ALL TRESSES TO BE AT 24 OL. TYPICAL UP O. 6: PROVIDE ROOF VENT PER SEC. 15059 U.S.G. 1♦ ROOF PITCH TO BE 6.12; TYPICAL MIMS OTHERWISE-NOTED. 8. UP 0.. TYPIGALo EAVES t L-0 O.iN TYPICAL • SABLE S VS.RAKEi. 4.. APPROVTS7. ANGiif" SHALL SE LEM AT ALL GOMECTLONS or RAP70S, JAGiK OR HIP MOSES 112 MAIN. SIMPER TRUSS (PER 1PX.56 PI ? WERE APPLICABLE. PROVIDE 'SIMPSON' N FRAMINS ANCHORS AT EVER" . RAFTER TRIJS6 AT EACH END AND AT SABLE 1417 - musses. I . 10. VENTED HLOCKINS'IVR SUPPORTS II. - CHIMNEY HEI6HTT TO EE "2' -D MIFL ■fOVE ANY PORTIdI or BULDING WTNIN 10'-0' PER Leo SECTION 3102. "(PeE RE APPLICABLE) 12. EL RAf PLE., (5TIGK PRAAiar, AREAS ONLY) ()2x4 UP TO 10 DONS. • (2) 2•45",19 TO 14' LOWS. • (5)1x6 OVER -14' LOINS. PLATE NE76NT5i • MAIN FLOOR S'-1 °, TYP. U_ _ S UPP.®R FLOOR 9` -1' ttR UNLO 14: GARR, MFR..- STAN. ". • DO NOT ALTER PITOUT BUILDING DlP•RTMBNT APPROVAL. • INSTALL AND BRACE PER MESR. SPEC, • NON-EP RIMS WALLS"SHALL SE HELD POW FROM ;TIE TRI756 BOTTOi CHORDS P ITN AN'APPROV!'J7 P81O02' (SUCH A9 CONTRACTOR TO VERIFY LOCATION OF . ALL ROOF SUPPORT eRAGINNS on POSTING AND PROVIDE ADEQUATE BEARING TO FCUNDATION 16. HANSER5 AT POSITIVE CONNECTIONS TO OE SINPPSON OR EQUAL ROOF FRAMING' NOTES GYsTrign, ELEVATION NOTES PROVIDE coNmuOU' METAL 6VREl s 2. PROVIDE ROOF VENTS PER UB.G. SG0TlON 15053. TTPIGM_ 5. PROVIDE 6ALVANIZES, T FETAL FLASMN6 AND GC4.t4TIS2 FLA5MIN6 AT ALL ROOF Pe€TRAT1OIi4. UICLUDM6 4. REFER TO SECTION 3709 U. FOR C447MEY COHEIRS-0110N. 5. PROVIDE PEAT ER- STRIPPING AT ALL. DOO125 AND NGNOGYfS.. GAYLK ALL. Y?1N35' PENETRATIONS IN EXTERIOR WALL- 6. BRICK TO BE SLPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON MOD FUUSHED EXT TOR 6RADE TO SLOPE ,. AM1AY FROM - BUS:DR4S AT A SLOPE OF AT LEAST 2$ FOR A MN ML 4 OF 5 FEET. S. POST APPROVED RMEER> OR ADDRESS oN THE DYELUMS. ADDRESS SHALL BE PLAINLY VISIBLE AND 1 E6O E PROM THE STREET FROWNS THE DY1ELLW6_ 6' LAP SIDIN9 la) 1997 UDC '6,121 J ijf OWANIPER 4X4 CEDAR _II 3 X4 CEDAR BRACKET DETAIL SCALE: r = Y -0' 2.000-2. I/4 1. -0' site plan PROPOSED PLAN 12S4A /I 20" Ma. RI EN to 0 ',DRIVE . Aj DRIVEWAY ELEV = O' 5.00 B_S.B.L. Srf °I 54'-0" 30 Dia:' MAPLE 30'-0" 47th Ave S I5 Dia. CHERRY ELEV = 0' DRAINING NOTES d�_�Mlill'vc reSffa�ttal c 6' SIDE 5EYYLR STUB. REMOVE AND. REINSTALL SIGN, FENCE, OR MAILBOX AS SrECIFIED AND REQUIRED. INSTALL N M FIRE HYDRANT ASSEMBLY. CONNECTIONS TO BE MADE TO EXISTING STUB OUT SEE ATTACHED SKETCH. the PL- ._ - Date: „„ These plans have been reviewed by the Publi¢ Work ' Department for conformance with curtest City acceptance is sub ? ,rrors and or i do not auth:: - of cr ordinance Sility .f the design; the - s, deletions c dr, to :?rovtd. se RECEIVED CITY OFTUKWM AUG 9 2040 PERMIT CENTER EXISTING DESCRIPTION STREET LIGHT WATERt FIRE HYDRANT TREE (CONIFER) CORRECjION LTR# Ceta in ! i O iS _ SCALE: ELEV = 100.00' T A Oi 0 NOTE: TIE INTO APPROVED STUB OUTS FOR EXISTING WATER, SEWER, $ STORM WATER IN ROAD. TYP FOR LOTS: 31, 32 $ 33 5.00' B.S.B. 5.60' B.S.B.L. S° ° 17'24 E O 5.00' 3.S.B.L . O S 100.00' S 9 ° ; 24 „ E E1R LE DESGRIFTIONS ▪ LOT 31 OF ALLENTOW■ ADDTION; 12241 47th Ave S FILE #' 1772DOO -228 ® LOT 32 OF ALLENTOiNN ADDTI ON, 12235 47th Ave 5 FILE # D2000 -22q 0 ' LOT 33 OF ALLENTOINN ADDTION, 1222Q FILE # D2000 -230