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HomeMy WebLinkAboutPermit D2000-200 - FOSTERVIEW ESTATES - LOT 10 - NEW SINGLE FAMILY RESIDENCED2000 -200 FOSTERVIEW ESTATES LOT 10 4230 So. 137`h St. SEE ALSO: M2000 -133 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: don: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000100 Address: 4230 S 137 ST TUKW Suite No: Tenant: Name: FOSTERVIEW ESTATES - LOT 10 Address: 4230 S 137 ST, TUWILA, WA Owner: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 5308, EVERETT WA Contact Person: Name: JOHN KAPPLER Address: 14311 SE 16 ST, BELLEVUE, WA Contractor: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 1059, SNOHOMISH WA Contractor License No: DUJARD *204L0 DESCRIPTION OF WORK: COSNTRUCTION OF A NEW 2,246 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 950 SQ FT UNFINISHED BASEMENT,503 SQ FT ATTACHED GARAGE, 80S SQ FT UNCOVERED DECK AREA, 155 SQ FT COVERED DECK AREA (BASE PLAN NO. D2000 -059). PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, CURB CUT ACCESS, STORM DRAINAGE. PROJECT ON WATER DISTRICT #125 AND VALVUE SEWER DISTRICT. Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: $221,434.90 DEVELOPMENT. PERMIT Permit Number: D2000 -200 Issue Date: 05/22/2002 Permit Expires On: 07/18/2001 Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Phone: Expiration Date: 12/16/2003 Fees Collected: $2,240.95 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 35 c.y. Fill 255 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N D2000 -200 Private: N Public: N Printed: 05 -22 -2002 Ira 2; D Vj V 0 c o o W W W 0 u) d W H O Z t- 2 > ui CHs III • Z. 0N , O ~; Z Parcel No.: 2612000100 Address: 4230 S 137 ST TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 10 1: CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES COMPILED BY TERRA ASSOCIATES, INC, DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99 -0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A CERTIFICXATION THAT THE WORK HAS BEE ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 2: Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. APPLICANT SHALL OBTAIN A WATER CONNECTION/WATER METER PERMIT FROM WATER DISTRICT #125 AT (206) 242 -9547 AND SANITARY SIDE SEWER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT AT (206)242 -3236. 3: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 4: 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. 5: 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). 6: 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). 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: 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. 10: 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). 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: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 14: 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 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D2000 -200 Permit Number: D2000 -200 Status: ISSUED Applied Date: 06/19/2000 Issue Date: 05/22/2002 Printed: 05 -22 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall be a minimum of five feet. 15: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 16: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 17: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. 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 co s truction or the performance of work. 211k Signature: Print Name: doc: Conditions D2000 -200 Date: 1 . -;1 Printed: 05 -22 -2002 N 0 CO W LLt W 0! g iu_ D v � w 0 W W' 0 oh- W Z tLl co 0 Permit Center Authorized Signature: Signature: Name: doc: Devperm City of Tukwila D2000 -200 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: ..5:22t.Z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cots ction or e perf ane of work. I am authorized to sign and obtain this development permit. Date: 17 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: 05 -22 -2002 Project Name/Tenant: Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Site Address: 41' City State /Zip: Tax parcel Numbe Number: Property Owner: '�� (Zwe�c � Phone: 4 � _ V z s' 4- 504, Street City State /Zip: o ( >L ��j of3 5V-U UJ 0L. 4.51.6(4 Fax #: 42s 33t -- 5b41 Contractor: vluU� N t`) t: City Phone: AA-- eh- Street Address: State /Zip: 6A- 0� -CrvQ. Fax #: ,., Architect: j1 AVtli,k - Pt). Phone: 425 -cott- .a Street Address: t4411 City State /Zip: 6 2f Ito 54- Lkauk . (A)o. g500 Fax #: 4 !04t -- t 318 Engineer: G ' d C- rl: , _ . Phone: Phone: -5 - 17 I -• &el '- a Street Address: 1 City State/Zip: I f353J `'l b L 140 A.? �v4A,6 1.. (PIA_ Lf'loti Fax #: 425-- `77� ~_ 023 Contact Person: Am, A l ,k Te-) Phone: - 6 � Street Address: al). 0 t City State /Zip: Fax #: ati Description of work to be done: ►\- 6 7 F 4e PL, * tv -0 -6,qR Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 111 Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2I-ill sq. ft. Dwelling ISA sq. ft. Covered Deck(s) 4d sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 111/tpt For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUIO 'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FO TAFF 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. PLIGANT REQUEST FOR PUBLIC WORKS PLAN REVIEW OF THE FOLLOWING ..( shall: be determined<by,the Publlc:Works Depa rtment)> , /a;, ^ ;, , Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Hauling 'Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. Start Time: End Time: O Private 0 Public O Private 0 Public ❑ Channelization /Striping ❑ Flood Control Zone C ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #• ❑ Sewer Main Extension Storm Drainage ❑ Street Use CI Water Main Extension Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date SatIon Da rEllcatineflresb Appl en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 A smet i vz=rvatfaam, �!!se:xdlMH'rrr,4 ... verb,.:W.: xSn; C+r_.` .'r s� :•�c;y�.N:tip. .•.ri ..,, ar.e:� k.v:, ...� r��, fay ». - K .ry.. ro*..!« w�� „ x.M1y „ m±.r.nS^�Mwf?;.!y. »iN.: N!�1i .. v� �.,. ,... s. �i"7 '.w; .> , v �•iv.. . wv? fieieKUA !R1'e+�°MnP.w:,J!.'N?tXYYN,.:,; : Z IX 2 00 0 U) J F- • w w g a m= _° w Z = F- O Z F- LU w U O O F- w H L I O W Z U= O Z BUILDING.VWNER ITAUTHORIZED AGENT..... > ',.. , , s }, t .,., ; , , t; Signature: Date: & , /L,.610 Print name: Phone: Fax #: . Address: X 14> ,/t 1 1 _ Lk ` p . City /State /Zip: `— ALL SINGLE - FAMILY RESIDE ,T AL PERMIT APPLICATIONS MUST : .SUBMITTED WITH THE FOLLOW! Q" • DRAWINGS PREPARED L A REGISTERED ARCHITECT OR P!, - FESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H-118). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ in 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) • ❑ ❑ Kin 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 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 t " Roof plan Building elevations (all views) Building height : Building cross - section Structural framing plansand details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ • Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the`owner, registered architect/ engineer „or coniractof licensed3 by�the Statefof Washington,' a notarized letter from the, property owner: authorizing the: agent to submit this permit application andf • obtaiW h ermitwil be re uired as art of this sub mittal , : ; c `, ,.. ti I .'' ` k • 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.DOU /13/97 r61,, , tgAt'sfriltNeRWMT,m.0 , W4W YPPTW AVArm. ssw er..y IWPAAt,TIVOIriwrInm rr..rrx•,.: r..e.^!,r».� ,r4oNkoremarAzia twit 14,M 3 .1 AIVrTM. , i,.'.(�.Y�, 1nY.q!9vtx. : z w JU 0 U 0 • W tu w • 0 N • p = W = z � Zo w w • 0 O • N I- w W I - u. ..z w U = O 1 ' z :lHk�s( *s4�5 *, *kfi fi* sskkA* d •ssl #fikl:�:: CCTV 0I' TUKWILA, 31ta ` O�.l THAW 6MIT kk lkfifist * *�1 *s1 * *s4 *1k A:** *• *A ** * * *k *':l' *s't A.-k ** *k.“ sl *s4fi•k T ItWN M I 'T` Nunber' R98'00:303;Amount: 400,00 OG/1 1 0:33 3'aymertt,.�I�tFiadc CHECK i'latrt•li ion: DOOM:D3:PI DEVELOP Init.. II.E Perrnti.t'i`dar. 02000 -'200 '3'vuea OEVPERM DEVELOPMENT PERMIT N a l - . e 1 NO:: 2 G i. ') O 010 0 5 i•te ,:Flridr-e u 4:130 5 lf.J7 S h. 1 .9>:f (.. 2 S 400.00 Total I:ees c, Tc',ta1 ALL pmts I3;11ance: fi * dfcs4sl':l$ *'s1 *s1fi *k:<kO. *s1 :kit lc* *fi:4k* *is it ts44.•sl*11* 14144r1+ * *ss\ *fi•ss *><* c * 1:. Atncun 400.00 Acceutit Cade 000/34!i.330 Descr,i Nti can PLAN CHOCK - FC3 • 5265 06/20 9717 TOTAL 2004.00 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila Parcel No.: 2612000100 Permit Number: D2000 -200 Address: 4230 S 137 ST TUKW Status: APPROVED Suite No: Applied Date: 06/19/2000 Applicant: FOSTERVIEW ESTATES - LOT 10 Issue Date: Receipt No.: R020000677 Payment Amount: 1,840.95 Initials: SKS Payment Date: 05/22/2002 10:17 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT Payment Check 5178 1,840.95 Current Pmts 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 - 3670 Amount BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Type Method Description Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 RECEIPT 1,676.95 15.00 15.00 72.00 37.50 20.00 4.50 Total: 1,840.95 Printed: 05 -22 -2002 Project: acs kV' Vii`' -- L c f ./0 Type of Inspection: /"/ ri f Address J - /37 S1-- Date Calle V0-03 Special Instructions: Date Wanted: G m Requester: C-ing SIM d._ Phone lIo: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 So uthcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT (206)431 -3670 Corrections required prior to approval. COMMEN .. — 3— t o Ved rr C)1/._ 1 , I Vvvt, Inspector r" Date: U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: _ .. c.,.. ..,nK'a..:.`is+�:E.IC:riC.I:Y.� � - -- - .\'••�"• a+•••' ii a.: . ?L�YJ ;tTya&.�irtw'aAinaak cbax .t.wir3+rtE.+az:Rtetctw..:.. SgAi.va.+ ILK 54 W'da:�Glj".,;U liti w,.ti'.!��,�33?G%.H,.'�. niVtsNa'<.Ns a CCU Project Jr t a Address: Special Instructions: 0 Date Called: Date Wanted: a.m. p.m. Requester: 5 C.s,T Phone No: Approved per applicable codes. Corrections required prior to approval. C OMMENTS: INN INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA of Inspection: P paid $47.00 at 6 30 SP 6300 So u th c en a FEE REQUIRED. , Suite 00. Call to schedule,rein pection. paid at 30 narP� PERMIT NO. (206)431 -3 re W D : Co CO o W= J F - CO U. W O J ` u y d W Z F- 0 Ul 0 ' O � � H I V ', 0 • Z 1.13 = '' O ' Z r o Ki Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type,'f Inspection: Pr •• ct: A.. reSS 5 /3 v Special Instructions: Nam Date Called: '03 Date Wanted: p.m. Reque ter: r A, P ne o: � S 33/ Corrections required prior to approval. $47.00 at 6300 Southceenter FEE Blvd. REQUIRED. inspection, fee must be Suite 100. Call to schedulerein pection. paid at , 211 ."$' vKd�Yauu 'S2GdL.i73i/td�tui.V[f115M3i'S 15 INSPECTION RECORD Retain a copy with permit Special Instructions: Date Wanted: O INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: 1 I O Type of Inspection: A dress: \ ik 1.14/ Date Called: 94-30 S I _� _ 03 1�,� Sfi Requester: Phone No: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: ' . l \\ ( �j wcn 1\ bOOrC1 Ab Lc/ I Inspector: /1 nn1� (Date: . 17 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: ' 1tt'^'tL"'"g`'d 7.x.evaa 6.l:sHC"..il`�a+.•.t . -.. , - C, . :.: a: ..a_.+,...m.- ,..irx.�..P::'.... .' �•:,stt.�.•n%+:dFi#+v$'dZ'Lfus' rt d + s.5 4:.u Address - ` - Re•ta _n _curr_ent.:inspectio.n, schedule. . • Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood &Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Authorized Signature Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 ;� S > , ; :% •,31^17 - .:J; s.' .•∎ p• r Project Name r ".u 4 1.S.icrr,..7P,7'. City of Tukwila Fire Department Itirt TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM : YG.R�nFt, M1 . ;.. -sir �T- ..r'rv*�,. .�� ';�ak�� - . S': ;t •�"�'" Permit N ITh ve2i PI rrS ("). /37 'Or * Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief lo z z 00 0 N _ co w O 2 =w O ' 2 U �' O 0 1- wW I LLO u U= O H z PERMIT NO.: Dzocc `' 2 INSPECTIONS ❑ 00001 ❑ 00002 ❑ 00003 ❑ 00004 ❑ 00005 ❑ 00006 ❑ 00007 ❑ 00050 ❑ 00060 ❑ 00070 ❑ 00071 ❑ 00072 00090 00095 00100 00200 00250 00300 * 00400 3)0350 0450 00500 00525 0550 00600 00610 00700 00750 00800 00801 00803 0815 ❑ 00900 0100 ❑ 001 1 ❑ 01080 ❑ 01090 ❑ 01100 ❑ 01101 ❑ 01102 ❑ 01105 ❑ 01110 ❑ 01115 ❑ 01120 *01140 01700 ❑ 01800 ❑ 01900 ❑ 03100 ❑ 04000 ❑ 04001 ❑ 04001 ❑ 04003 ❑ 04004 ❑ 04005 ❑ 04006 ❑ 04007 ❑, 04008 ❑ 04009 ❑ 04010 ❑ 04011 ❑ 04012 ❑ 04013 ❑ 04014 ❑ 04015 Progress Inspection Status Pre - construction Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move Inspection WSEC Residential WA Ventilation/Indoor AQC NLEA Inspection/Modular Struct Mobile Home Tie Down Insp Marriage Lines Resteel Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Roof/Ceiling Insulation Floor Insulation Wall Insulation r Roof Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Woodstove Smoke Detector Shut Off Rough -in Mechanical Mechanical Equipment/Controls Mechanical Pip/Duct Insul Underground Mech Rough -in Pre -Move Inspection Motor Inspection Pre -Demo Pre - reroof Final - Building Final - Mechanical Final- Reroof Site Visit Special- Concrete Special -Bolts in Concrete Special - Mom/Resist Conc Frame Special -Reinf Steel Prestress Special - Welding Special- High - Strength Bolting Special-Structural Masonry Special -Reinf Gypsum Concrete Special - Insulating Conc Fill Special -Spray Fireproofing Special - Piling, Piers, Caissons Special- Shotcrete Special- Grading, Excav /Fill Special- Retaining Wall Special -Panels Special -Smoke Control System • TENANT NAME: .Cr V (� - CONDITIONS 0001 ❑ 0010 ❑ 0011 ❑ 0012 ❑ 0013 ❑ 0014 ❑ 0015 0016 ❑ 0017 ❑ 0018 "No 0019 "No work shall be done in...." 0002 ❑ 0020 ❑ 0021 ❑ 0022 0023 Nig 0024 0025 0026 0027 0028 0003 ❑ 0030 ❑ 0032 ❑ 0036 ❑ "BTU maximum allow...." ❑ 0035 ❑ 0038 039 0004 0040 0041 0005 ❑ 0006 ❑ "Applicant shall obtain a...." ❑ "Anchoring — All new construct...." ❑ 0007 ❑ 0008 ❑ 0009 ❑ 0031 ❑ 0034 ❑ "Obtain required inspections...." ❑ "Fuel burning appliances...." .❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroof' Addition conditions as noted: ❑ 1° t ,/e lb-v2- ID COMMENTS: TYPe of nsp �/`, 41,4/ , ll 1.) ..S'i i r w \ TO vv vv C � v, 1 a or - - \ - C \ Oa IM -e,n-* v\bf rn wx,p I-e 1e ect Instructions: Sp 30 . )P 1004e �. Mci t^ -.--) 10 a v\A v,P p P v' \pan✓ GWV> vot ;1>vy -C)V E P v ( / / 11167 r TYPe of nsp �/`, 41,4/ , Address: 7 -- /( 7 ,--Cr X37 S —, Date Called: / — a y X 03 ect Instructions: Sp 30 Date Wanted: /�' a•m� Request r: SeD -r - r Phone No: as s)3 /f -,26 77 Approved per applicable codes. nspectorn INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: 1 c? 03 $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: :444g us* Project: f - 0(7ED I /1L -- Co Type of Inspection: /Y &I(.. Jw'r-- A SUL ) E /KiSi Address: L ( T/0 c)-.- S, )37 s r Date Called: / — 2 -O3 - 11. S ecial Instructions: `✓� ...- Wanted: Date Wanted: _ a ! �. 3 03 Requester: ( V Phon No• r 330 - I3 INSPECTION .RECORD Retain a copy with permit P20D0 r = I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3679 '® Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 17 ` enn Inspector: L(1) ca L R 1'4 Date: 1 —z o 3 .00 REINSPECTION \EE REQUIRED. P for to inspection, fee must be at 6300 Southcent Blvd., Suite 10 Call to schedule reinspection. Reeipt No.: 1Date: '�5:t '.�. n .!+-'f r'��t�.�g. �,.,�'..• r i,; �: AaGrsi; d3�. �jr ,��.vc*��a.N�s..:ur..ti..�,.._ ��r:� i ;' y,.,.,,. c.. i.: b ,cµ- uzsS;lxiirL,C.xik4�:di'w•L ,�*"•_'.m' �'"+.,�G�+':.��ti a' ''�' `+�d:C'tv.T6+eby. dig, ;��L�di�l�'�¢il.ia;,cH ° diS�.l�m �4rcciaa�, U: 0 0 . co W J N LL uJ O gQ P- a ILI z � I-- Z H! ILI 0 to 1— w W — O 111 z ` C.) z C MMENTS: S G--- 1A)G 0s- C'C?rrec,A ICavi C ,,v, mo - — n k .�-o 2 k c s ► r D 9'/ 0 ? S ecial Instructions: 1,2.3 Date Wan ed: m Gtoz l hr — Gl r n lror�l Phone Nq2- _`7t.01/ \ran,- .1-hSk.Ac -I�U-v, — a toms kr, (elm to`, 0P ci v� ctlonve n r ifa • 9 Troy' i 11 sT Lk) adhsu\u\\=,Ur‘ o a. ) Iv\su\cel b4V( 0-E'1/4ptn (nr►✓ akvb T ram►nc ylvIA a\ 4vQ %p _ Pv1-\ vl U Project: ft:: C4( rvicaco — Lot f o f? Tyke of Inspection:_ ii � % / /� p alled• r n S / ?7 ,.S-f - D 9'/ 0 ? S ecial Instructions: 1,2.3 Date Wan ed: m Reques er• uh� � Sr�G Phone Nq2- _`7t.01/ 1z INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: r � r INSPECTION RECORD Retain a copy with permit 06 Corrections required prior to approval. Date: 1 _O 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 44:5114,q:kikal; ;T) Z Ui U• 0 N 0 W = J I. CO U. WO gQ 59. a F- W Z � I— O Z F— LU ur U D . O - o � uj U. ~ ti z z Project. — t t 0,Me lrvt -et,w % I0 Type of Inspection: � 1 ' 0\ Address: Date Called: 1- 110 - 03 Special Instructions: S4 — ON 1 f� Date Wanted: \ _ I � 1 — o3 (a.m P . Requester: - � c " 5 : 31q. 2 7 -7 COMMENTS: cR,noM i tv L.,_ --A p p z-,11\.i Date: 1 7 g INSPECTION RECORD 0o6 Retain a copy with permit INSPECTION NO. PERMIT O CITY OF TUKWILA BUILDING DIVISION 630 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 31 367 .proved per applicable codes. Corrections required prior to approval. $ 7.00 REINSPECT Y FEE REQUIRED. Pr' r to inspection, fee must be s aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: :; 1._,. -.._ _..,. I:. �iZ�.+: rc.. Si+.: YkVi._ c..,. �,!':.." w`::. �:.' i:: r":: ar1.$:: i1�w�::t G: A�i�t?.:, if+:. �J..• LL.' s.:. t: s. �3: dda:.: ii. �.... ...,�:n.s....:...._....�:e::.:. sw4 d * �+sa.w» r; dAf.4Um i N :45; 1:iiat 2 W re oO y 0 W = J LL. W0 L Q. d H W I z�. I— O uj U O ' 0 - c 1—+ LIJ H F ; IL 111 Z . 0- O z Pri:jgct: li / t ‘-= Typof Inslection: A E - /,1 N 6. Address: Lo 7 — / Date Called: / --- • Special Instructions: ,.. Date Wanted: / --- - p.m. Requester: sce 77 Phone Nw- ( 90) SI 3/7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (-4 rntere (-4- _5 4-e \f5 - 1-P t4 co 0 • NO-ir la ) Irv° 'PA 41, I cit.( I rel,1 1. ) otne. \Iv\ L+e • .' - , INSPECTION RECORD Retain a copy with permit 0,7eoP -,2o7 431-3670 lEr orrections required prior to approval. r ate: S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: , COMMENTS: - ----- t 4sewvevt 4 s I.) 1401A (los , ,,ovis v . N.A0 loci P. n•,:\-e s l Ne. \r,(-P 4)Feagi- W i4-1k IA) ■A-.1"-P cS \rNi ult.A... ...Z. ki, yeAtor 1-) Ve$i 1.1d ■ 4. Ottr [A - \--ec - 4 Uc-e c4 )It I i I/ I k le fl in dole bo Ii t _.... . r.. -2-3 3) "s? 2...-3 sk v- IA),,,t15 ('cA il .T-Or . S4G1r .ev c. \ i LA A-V. 2 ,P 4 ,( , s sa --r• r P -1'' \I 5 L I-) IOUtOlf \Oltle‘l1 v-sz ' I v c.--1..A 1DG\ 5 t I li-ec v\%V. Li e. y■ -e 1 -€ v‘ j S CA ± \Th 4r) r) 64 rrOt v- CA Mk \ Project: i r C SI( V WO — i C i to Type of inspection: /--rk rm / n 5 57 7 3 Date Called: /- ? Instructions: S &IA I ........ Date 7 t ed: . 1 03 Requ ster.-) . / Phone Po: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. Inspector Date: OWC■ PERM (206)431-3670 Et 'Corrections required prior to approval. LI -0 3 EI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - h`Agge$X 444104*4` g 1.1, z z ce LU 0 0 • COW 0 0 W I —1 uj 0 2 ?- 5 u_ (0 3 — a w z o z I— LL/ 0 C..) 0 - 0 I— LU I 5 — 0 , z id co 0 COMMENTS: \ ).-3 lx)adl UY'C -P►r- J t� SA-0a r 4 % &SI Y\ Acli L .) Y`Cs u rr -t, A' r-' 4 4 ' C\ 1-,-(- v e r 1 � I ► ` CA 1 S 1 CA - e ' Gv. rl► v� — 7) ,S�t� SW r 1 \n(k1Ah t t, n,( I )a \ G -Vey' Date Called: QS s-4-1,7), 5 ) c, i 1 + J S -) Uf v:t 1 w � . Orel/64-4'A S t 7..-e 40'- , r',�trPa_ 4- h•P hr'A Iv y'\ 0.) ►41,1 Ili oc16 -6I -QA A60 c, sk - 53 Requester: r r III c , �' 1‘ r 1 _ 1 f , ` )etr 'SW?. ■ u)' � L 4i' dsP'- - (?T r L\" M t 0 A) 4 r9 vv.k 2. wall _ T r G rr 1 r f f' . ijr'S\f SkPen e Y1e t P∎.A n s1\1 t a 4e Project: OSer Vtrw 1 0 Type of Inspection: 1 � Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sout Blvd.. #100, Tukwila, WA 98188 INSP `ION RECORD I OCO , ermic RecRetain a copy w ith p PERMIT N Approved per applicable codes. Corrections required prior to approval. Inspector Q Date: k Li_ 0 3 U S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: .. a,.:w'x.:A^1,""12'W.`^4"R1,0! rS4.A.1%iC.'.4 N.�.a:.4 slit. +j ri/� _a. �•.,r:- ur�.. ufa.::��c..n:- :....�.i._:u�.:'. +Grid.•.Nl7wt1Ka::tetiA•'l !t ,aYd;A'. 4(J COMMENTS: V.} Inc (Mc ►'30(4'S V &Sec( t k) (A) corvver c � v�a - 11 fr l l.) 2 ,c.--\ u r\ C wo - Pr L' c l ir- 2 CS sl rcos \ -t v(' 4- \rPp GC'• 1 a.) M I keei ,M a + . , r Wet , u,c..4 rt, boa rs 0.54 , 4 1104 US - " w \if L(4 L(4 0 );4-k r.4 ✓rl f‘ i 4? c`4. t3) Cs (to Ik c -(' CS1(,— '-"C• no-1- ,n6, I P c t v. � o', D S o )e V j riGrofere 0 jL1�G S �1r 0 14, ^ S'�L.,A r Pil,; r4 Urger �I r W44- II rr -) Ir a �S )-eL, 11c \o n 1 ,1 ti I/ Project: ' � u1 to Type of Inspection: , F "V Ovol n 5 Address: Date Called: / Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PE INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector AAA fit- T NO. (206)31 -367 U Approved per applicable codes. Corrections required prior to approval. Date: ' IL A ` 0 3 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r „uir,:a i6. fi.7 k ;.alz. h,nri 2i0:14.agW,giw06414*:44 t C COMMENTS: J Type of Inspection: 4 6 C ol( tr-i•A I ox ` yrlw∎ ' fCv t q 7 r© vv i \-r Ld7 .s7 ed: Date Caged: —0 a Special Instructions: 0 \c 4o c 0\) ? - ro.Ai 0 f C 'acre Phgrte _ '?b0, L AC '4 C)1r \G4 ' \ f OI TT'G,r h .4 OK. Pro' ct: J Type of Inspection: 4 6 � 2 ess: Address: a s. 1 Ld7 .s7 ed: Date Caged: —0 a Special Instructions: Date Wanted: a : m : / /n710 `Da Requester: Phgrte _ '?b0, • , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .Approved per applicable codes. 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: ,r.�, i.•� rcua.,.t iiz,;:;., 1. iluil lsins'li:.iu.�i5.,- ivAkslva(:ii Corrections required prior to approval. z W U0 CO O W CO N LL W 0: g Q N 0 I- W F- O : z H! O N O H` iU I 0 l I= _ 0 I— z Pr ect: 6.5kr ✓tea/ -- L I / / Ty of Ins ectio pe ,7-Xt. Dh (0. r. Address: %50 ....5 /37 ,5f Date Called / / - f Special Instructions: Date Wantedr/ 1S _ 0 i ? a.m. �/ / r Requeste• , SiJ{ra Phone eta - 30 ... ; INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. COMMENTS: Inspector: /./ 1 (1ef9'e-, f,ha9 .01 44 }C orrections required prior to approval. Date: // , $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r;: ti::�Addddwse ks�d, "9'a`luw?effi.!4a`iUb' ‘+ ng. 1x16a`b,;104) aA + r3;'Xitotk4.4 aK+�+iti.i� W 00 (00 mW 9 F-. N LL W O g 1 El d ' I— al H 0 Z H 2 D V O N O 1— W W . IL ti N 0 z P ject: C.54f. r V l Pl �-Lo 1 O T of Ins ectio • � 0..., a ‘ r'9 A r a o 3 3 I „Si— Date Called: t 1 V �_ O 2 Special Instructions: Date a ted: — 13 0 � a. m. p.m. Requesser: tw1V1`3 4 Phone o: 25 - 3 30 — c nspecto( INSCTION RE 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. COMMENTS: (IN& 9 - 4 1 -- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERM ( 06)431 -3670 Date: t )3... 172 � G:LiJ3Y„At tLr'a. ".ec` i4 �.'�: skaSdto.Pif t { 41 S`s:rr Project: Type of Inspection: Address: LL 3 CO kV Date called: 1 ") - o Special instructions: LO r (a Date wanted: a.m. Request J ;1, , . 6 JY` VW� Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D 2_00 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: D.S. r • - c s o sc�u 4 off. Inspector: Gv Date: 16/, $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: l ,.�....:.. ,.�.. ,..:.:- x+ S r".: 3.';:. c...... �;>..:_.../,..... �__.-. .: . ....,.. x. .. 1 A._x.: _:......�.o..... - ::.:.:. Project` P r V t e't,ll ) O Type of Insp ction: '}� ' \C KJv� &4 r v r. S. Y\ S J t-t,:A. i , Address: ) -i).30 S 13'7 Date Called: 9 - )-.5 — 02 Special Instructions: Date Wanted: Requester: LG te -. Phone No: INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 4 Wv9 CI ff 1 h (La uver ; to y�&Iv 5I b El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206)431 -3670 Date: q 5 ` UZ ::tlY•..+di:bz:1^y�T.+:�N is :. 414.4 4& . R, d. .,."iK4' Wid{NYYd;W z i • ~ W; �U U O; .0 W W N W' W 0 J u. I— W Z ZO U ` ta 0 � 0 l- W W, 0 W Z o -- 0 I-- O z P su:•'.ect:, f Eh) 4 T of Inspection: fr,fir/ , U 4 7)M/ iti Address: ..,_ 5, /37 S . Date Called: 9 - /b Special Instructions: .4..... 4o7-70 Date Wanted: - D — 17:11T: ue -J7 Re uester: Phone No: . ■■ ( 3)3 / 9 .,? 7 INSPECTION RECORD INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: (206)431-3670 El Corrections required prior to approval. COMMENTS: . . . . . - • Date:9— n- o z El $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: afi'Dgvao.' "i0.001.0{40W40 ar„ifoxai **4. 114.51.1.V z rt 2 D (..) 00 ' (/) ° CO Ili (0 U. Lu 0 LL. < co a I— W 0 Z 0 Z W ui o 0 I-- W LU I C.) I- - • Z W 0 = I I 0 I— Project: 1 SVAII . j i Li.) 04" 10 TypeAfInspectiory - i l 0 a/i oa/15 Add ess: ,, ,.../1_, r . i t ta23 I /.: 7 37 Date Called. Special Instructions: Date Wanted: / /o a. . r) • Requester: Phone A. • x 0227 - 0 3g0 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. 0 Corrections required prior to approval. COMMENTS: • C r: r, A AA.A7 Date: - -D A". .00 REINSPECTION FEE QUIRED. Prior to ins ection, fee must be 'd at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R Opt No.: , Date: o ' ' 4 ' Woototoovrit , :so , tio , o awocoota atat4s.,4*.k.L.oio.ip Prsject: " / ,.. Lif Type_of Inspection: Y c/o Date Called: / MS i&PV(FW 4— /0 Address: g.-2:39 _5 - 732 Special Instructions: Date W9ted: — _ c:..__ 1/4 Requester' , / /t Phope (.--O(0 )D 7 — &F� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. COMMENTS: tnni owl 142 , Sk Vtr)4 )4N (-;-) f8,1 \r) J.4! ,: v'C re'C/t ( v 11 ; y— Inspect° t- -- ..4... 99 . , Date: 9 Corrections required prior to approval. LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206)431-3670 - q- Project: re:5 /e t 4 o f 9 Ty of Inspe do o /)74 Address: f I d: Date ' �aa f Special Instructions: 23o S 13 7 s ; pate Wanyt d: a , 8/,P,3/0, Requester ..J //n &Urge f . Phone No 1(,� - 97-- 038D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 \ &qApproved per applicable codes. COMMENTS: spec lam, In C $ 7.00 REINSPECTIOFFEE REQUIRED. Prior inspection, fee must be /paid at 6300 Southcent r Blvd., Suite 100. II to schedule reinspection. 1R'eceipt No.: 'Date: Date: prior to approval. Lis.;::; ek%A +ZL .,as4 ii,t44e aiA4e4 km a TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 10 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 10, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated June 5, 2000 Dear Mr. Bumstead: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 10 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Foundation subgrades • Garage and basement floor subgrades • Final surface stabilization February 6, 2003 Project No. T- 1515 -2 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 10 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination report delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425 821 - 7777 • Fax 425 821 -4334 • terra @terra associates.com -�. :< iraBf GW. y .LiuZ.v:1iw4:'itJtatJ't11.\. -' -- D2000 -WO Mr. Gary Bumstead February 6, 2003 At the time of our final site visit, the slopes behind the house had been hydroseeded, but the growth of vegetation on the slope was not fully established. The landscaping had been installed along the front and side yards, and the backyard slopes were covered with straw mulch. This work was performed, and this letter was prepared, specifically for the use of Dujardin Development Company. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call Sincerely yours, TERRA ASSOCIATES, INC. D-3 ation Report (1) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 • t t i o ; W ur U 0 0 t - =U _ Z' ui ra o Z DATE FOOTINGS EXAMINED - 19 - OZ PROJECT NO. I S / S - Z PROJECT NAME F S-ke.r v? rt,) ES -We- s PROJECT LOCATION v kw; I l w bu Jarcn i r\ CONTRACTOR DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ea'or,vP ,'tee.' 4,64—,\,.. U.✓"PFt..t ( Svt L LI.P -2,-- S >Pcnr CJ t 4000 ( JS bt,i � GP l r� Iced - J y S7T+• -�r n9 6 ✓cr y er /c � o-v2,9 trot jee'7 ra / S L ✓I Of L V vn.avr cam` J. P r- 40 rc .-i r•�r4 n fac,('vr -.rr t NOTES: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT REPRESENTATIVE: SC Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened s li P Pd in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: SIGNATURE rr - r , pc �Lno TERRA ASSOCIATES REPRESENTATIVE 5. •k �c. - cv rt m . 1-+r U 0 W p '' co W '. W 0 g Q ; co 3 Z �' UJ c O N w w gr. 0 1•1•1 Z C J- O FOOTING EXCAVATION FIELD CONDITIONS NOTED eunc�a�Gn Greet S n "te 5irt3/e C ck.CPct S W'e -X Cava.KO( r~ I c v elfin c - coincrveLcr 2 -6 JO .Pee4 i r. 41.) etc. ft C-e o.• l.of 10 . c c•., -p-c. 4.o1 S . c. .I - I1 ctn el A a 4 k'(' rued i t/.,, t.k..... -S.e s : I 4-y S. 4e sck, mot y Si I + ,e K ec- 1 4-o i s -,, pf ) 0.4 Z000 p bc.,,latiec, locJs . Ad ateaS cve - - 1)ieon a &iI nvfi - y, elhe DATE FOOTINGS EXAMINED - 19 - OZ PROJECT NO. I S / S - Z PROJECT NAME F S-ke.r v? rt,) ES -We- s PROJECT LOCATION v kw; I l w bu Jarcn i r\ CONTRACTOR DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ea'or,vP ,'tee.' 4,64—,\,.. U.✓"PFt..t ( Svt L LI.P -2,-- S >Pcnr CJ t 4000 ( JS bt,i � GP l r� Iced - J y S7T+• -�r n9 6 ✓cr y er /c � o-v2,9 trot jee'7 ra / S L ✓I Of L V vn.avr cam` J. P r- 40 rc .-i r•�r4 n fac,('vr -.rr t NOTES: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT REPRESENTATIVE: SC Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened s li P Pd in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: SIGNATURE rr - r , pc �Lno TERRA ASSOCIATES REPRESENTATIVE 5. •k �c. - cv rt m . 1-+r U 0 W p '' co W '. W 0 g Q ; co 3 Z �' UJ c O N w w gr. 0 1•1•1 Z C J- O Dear Gary, 14 t\ p January 15, 2003 Dujardiu Development Company Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Girder Truss bearing Fosterview Estates, Lot 10 (Plan #2246) KAPS Job #99090.22 Since G t S. Sterner, Architect Kappler Architects, P.S. If I 1( r C J Ili 0 • i r ' Pt t' ft/ I • t II tt 1 It I , Per our phone conversation today, it is my understanding that the double studs located under the Girder Truss at the upper floor bath were not installed. The loading on the double top plate is approximately 1,780 pounds, which is greater than the load the double top plate can support. In order to resolve this issue, a 4x10 cut to fit lengthwise between the two studs, needs to be located directly under the double top plate, and attached to the studs at each end with. two (2) A35 framing angles. The first A35 is to be attached with one leg of the A35 continuing up the face of the stud and the other leg of the A35 bent to attach along the inside of the stud and the underside of the 4x10. The second A35 is to be installed flat against the face of the stud and the face of the 4x10. This same attachment needs to be done on both sides of the 4x10, with each A35 carrying 450 pounds in the Fi direction. This equates to 900 pounds total at each stud, sufficiently carrying the 1,780 pounds generated by the load of the girder truss above. Please provide this letter to the jurisdiction as substantiation that we have reviewed this condition and provided the above retrofit clarification. R E C El V I4a EUNLDINU DEPARTMENT 14311 SE 16rh Str er.'BefTe 'ue, 1VA 98007 3.810.888.4$17. (- 125)643.5320. ux. (425)641.5328 C0103_12 Girder Trues Bearing, Faderview, Lot 10 09/09.1yy, yfcrhonupfalu.com - Z.zoo -a-oo • Ta Not Test Location Depth (ft.) Soil Type Moisture Content (s) Dry Density (PCF) Relative Compaction (9b) Remarks 1- 1 1 ''f i0 rros. ter.... - L. ilk 5G- DD cte N .4 .a _ L I I S t o ' 4 - . u . W . ,' .. _ QA AB . 9.5" b Li l Qc (: s, i t, t /o bR.k... sG= . , lz. 3 G . �>< `IV M fee, N cv/A. r Li- 10 £* se.0+F .56. 4D 4.6 - ., U0 41.1l1 1)0:10 r t.t 4.0 •).1 4J.)4 1t 1tKi .1001A. .ttt a Project: Location: Weather: TERRA ASSOCIATES, Inc. Consultants in Geotechnicel Engineering, Geology and Environmental Earth Sciences Foster -v■ s-t Subject: Lt IlJ Contractor: pu• r. in sv,tanr Present At Site: 5coi CT1w*te) e A � a. --gre .�C Lf1 Jen s h , � ••..L 1 -T131 • 1 ' (tr"eo. S d1 k4 IQ C 777^�cC7br �xn (A�Lsen! 1 f V 11 ed V/�e 540,1 e_ f re� rid PS ii*.) ite ___13 writ. %~t. hi-e e rns- Q xJ kcI 'sew/ etA r-- 1 ^G1v'P�r, /V hl'1P�r10i So rt • • Field Density Test Data Daily Field Memo Project No. l Std - Memo No. Mt PR '4 Date 9 -Iq -o2 Iokle CM/4 Note: The above test results represent soil compaction at the specific locations and depths noted, and may not be representative of compaction at other locations or depths. $y: REC EARED Sir 252.002 BUILDING DEPARTMENT Copies to: •r �000- �o 0 U0.14 11:04 4.0 041 •,104 • Mr. Bill Fowier . . . • Oujardin DeveloPment Conipany P.O.. Box1059 $nohOmish,.Washifigton 98291 TERRA ASSOCIATES, • • Consultants 16 Geotechnical:Englneering, 'Geology an • d . Erivironmental. , aiiti*ScienCes • • • Subjecp. • Foundation Drairi petails • • Fosferview, Lots through 12 • Tukwila, Washington . ittUti Uin .12525 Willows Road, Suite 101 *Kirkland, WashingtOn .98034 • • . August .11 2002 ; Project No, Ti1515-2 • Deft Mr.-Fowl ...• . •. • • • • . ". . • • • • . • As requeSted, we reviewed site conditions along 'the downhill sides of Lots 9, .10, .11, and 12 to evaluate. • appropriate.'rrieans of providing Collection and disposal of water from footing .drains, from the • residences being •cons iructed.. on these lots. . At the time of our site visit on August 7, 2002, the . . foundations for the structure on Lot 9 had been poured, and Lots 10 through 12 . were aWaiting, excavation. • • '• • • • • • " " • • . . Basedon our review Of the Platinedlrouse configurations' on Lots 9, 10, 11, and 12,, it is our opinionihat virtually no waterwill'be collected on the downhill 'sides of the residences. Foundation drains along the . • uphilt portions and sides of the residences will collect water and should be provided. with foundation .* . drains, a's previously recommended. by us. However, an the downhill sides of the residences, we do not. • expect any significant collection of waier. • Therefore, it is recommended that the section of perforated ' •Pipe planned in thii area be elirninated and replaced with non-perforated pipe, whIc.h.colleliti.vater from .• the sides of the residences and dikharges . to a comm on C011ectionpipe below.. However, at the junction • • 'point between,. the perforatedand 'non-perforated .sections of . the. foundation drain, we reeornmend • constructing .a. clay darn around the pipe to prevent -Water traveling along the. trench from escaping • around the' pipe junction. The dam should extend a minimum of 18 inches around .the pipe junCtiOn. • RECEIV 7,1) • z EWILDING • Phone (425) 821 ■ Fax (425) 821-4334' • terraeterra-associates.com DEPARTMENT Zzoo .2.©o 4 • ,•„, •• Ub 44S.11.1?. li:34 1 -,A 4:0 621 433.1 • 1tK1U :18bU(L. 1 5 '41UU3 Mi. Bill Fowler A ugust 13, 2002 Anil Butail, P Principal . BPK/AB:ae' • • ' cc: ohitects •• We trust the information presented is sufficient for your current needs. If you have any quastions or .require additional in forinaiion;*ase call. Sincerely yours,... • • TERRA ASSOCIATES, INC. Bernard.,. Ke 'Oeoiechnical r. S 'I 7 700 • DEPARTMENT Prdject•No. T 1515 -2 ' Page No.:2 • • DOCUMENT TITLE(S) (or transactions contained therein) 14.) 1-7) ^ — i. 2 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document COMPANY GRANTEE(S) (Last name first, then first name and initials) h lCACO Intl. �U i record ,is a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accepts no Ilabhry for h@ ����! or val�lry of • Additional names on page of document • LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45230490044 4AM4rosb(3ir4061 1 c See Attached • Assessor Tax # not yet assigned (r) N 0 N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y \Wp\DUJARDINWOSlER2NDAMEN D MO.DOC I II II 17 U III 11 II d I II pl UI I ul III I I 1 1 I III III pl 'I I III III I III I I I I I ' II II ll II I l it II 1 1111 I I n I IIII II I ' I II p l I I' , I 1� I 7'7 III I II II II III I �I h I I I:11 I I I I I t Ii I II IIII I II II I O 031 III IIII ii II° I III II II 1400 I I III CH ICAGO TITLE DP 9 64 83 gG/14/E2� 2F 34e32 14 00 K ING COUNTY, U 1 r WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) ■ SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS w FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT " o in o ' W =` Wo This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the u. "Second Amendment") is made this 13 day of `ftfo 0- , 2002 by Dujardin = 0 Development Company, a Washmgton corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY Z _ ? Wm has placed the document of F- 0 record as a customer courtesy z 1— and accepts no liability for W W' RECITALS AND DECLARATION the aaccC r validity of v o : de A Declarant is the developer of the real property and improvements thereon legally o described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The W w ' Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 — Z Cu N : B Declarant previously recorded that certain Declaration of Protective Covenants, o Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y \Wp\DUTARDRNFOSTER2NDAMEN D »NO.DOC 2 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z the Common Areas as required or advisable The responsibilities of the Association shall 1 include, but are not limited to, the following o: LI 0 o 511 The cleaning and maintenance of the water courses on Tracts A and B; w 0 and w = J i_ co u . 5.12 The maintenance, repair and replacement of the fences around and across w o ; Tracts A and B, and 2 g J 5 13 The maintenance, repair and replacement of the french drains in the , D. v Common Areas as shown on the Plat Map, and I- _ ? 1— 5 14 The mamtenance, repair and replacement of the retaining wall and its z o associated drainage improvements located along the north boundanes of Lots 1 and 2, and 2 D ur D 0 5 1 5 The maintenance, repair and replacement of the retaining wall and its o 52 associated drainage improvements located along south boundary of Tract B and South 137 x 0 Street, and -o 5 1 6. The maintenance, repair and replacement of the retaining wall and its Cu Z associated drainage improvements located along north boundary of Lots 13 and 14 and the P _ Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and z ~ 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best mterest of the Owners 2. Maintenance Responsibilities - Retainine Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y %WPDUTARDU (OSTPR2NDAMEN D LMo Doc 3 rfIkIlf,AWITS x;ru� ,tem;Fr4 ; q r T.., 5 ?l!'F S '3MS _4. Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvement r landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its Al "Se We STATE OF WASHINGTON ) ) ss. ° COUNTY OF KING ) GIVEN under my hand and official seal this 13 day of A'IZGt-F 2002 _ssfo,y, NOrggY u p uauc 3.1 WASH' Y JMO DOC ture) Jt n9. 1001A -114 ktettSori (Print Name) Notary Public in and for the State of Washington, residing at ' fit L.E My commission expires 3 - - 0 3 4 w U O coo cow w ; w CI TACO TITLE INSURANCE COMPANY aL has placed the document of C1 record es a customer courtesy z w and accepts no liability for z the accuracy or validity of 0 the document. . U 0== 0 F_ w U? LL 07 z On this day personally appeared before me Dkivo ' Ateu 72.6S ‘4� rc'c of Dujardin Develo went Com to me known to be the and foregoing instrument, and acknowledged the said insinst the m rent to be the free and voluntary a act of of said corporation, for the uses and authorized to execute the said instrumeses therein mentioned, and on oath stated that he was Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y \WADWARDE`1WOSCERINDAMEN D MO DOC EXHIBIT A LEGAL DESCRIPTION 5 CH,CACO TALE INSURANCE COMPANY has prcced the document of rccnrd ds a customer courtesy and accepts no habihty for the accuracy or vehdrly of the document. a.Rf Vaq . . � :6i � v g ' 9 m w 0 g Q. Z H.O Z H ?. 2 n M p I_- = 1- U, 0 Z i U N O 261200- 0010 - 4 261200 - 0020 - 02 261200 0030 - 00 261200 - 0040 - 080 261200 - 0050 - 05 261200- 0060 - 03 261200- 0070 - 01 °' 261200 - 0080 - 09 • 261200- 0090 - 07 261200- 0100 - 05 261200- 0110 - 03 0 261200- 0120 01 261200 - 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200- 0160 - 02 261200- 0170 - 00 261200- 0180 - 080 261200 - 0190 - 06 261200- 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 ClICAGO TITLE INSURANCE of COMPANY hasp: d the record n; c cusiomei courtesy and dcrepts no liability for the accuracy or va sdity of the documefii, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0210.- 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 - 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 Gary Bumstead Construction Manager Dujardin Development P.O. Box 1059 Snohomish, WA 98291 RE: SSTB28 Anchor Bolt Replacement For HDl OA at Fosterview Estates Dear Gary, Sin lenn S. Ste ' • rchitect Construction Manager 1, t.t 11 I' t' t' 111 j.' I ; t' ;/ ,' '!1 4. j • 1 i 1 t I I . I: i j " ,' ,' ! t I . May 17, 2001 Please find for your use, the following information on the retrofit hold -down conditions of the above referenced project. Our construction drawings specify the hold -downs required and locates them on the plan. We understand in some cases these hold- dowtls have not been placed properly or have been miss-located or not installed at all. The retrofit condition for a SSTB28 anchor bolt with a HD1OA hold down is a 5/8" all thread. The 5 /8 "dia. all thread must have a minimum embedment of 10" into the concrete below. The all thread is to be set into the concrete via a 3 /4" hole and anchored with an epoxy based adhesive, per Manufacturer's specifications. The length of the all thread up to the HD I OA is not relevant. Therefore, when needed the .HDIOA may be installed on main floor studs and the all thread may extend down through the floor joist and continue through the cripple wall studs to the concrete below. This retrofit condition will resist the same load capacity of the above- mentioned hold - downs. Please provide this letter to the jurisdiction that we have reviewed and approved this condition. Should you have any questions, do not hesitate to call. RECE ED JAN 13 2003 BUi WING DEPARTMENT C0101_14S� f �tot��pSEf.+�1�S�t r i.800.888,451 • (425)647.5320 fax: (425)641.53 i8 .wiv.kappferftomap(arts.com oo - re 2 co u N 9 W 0 ' g Q. rn � z d 111 Z U O N! !0 H W W '' tii Z O F-; Z '1 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Site: DUJARDIN Homeowner: Builder: The PROPOSED design COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @110 * *vinyl clr /air PLAN #2246 REFERENCE 689 10.85 Analyst: MATT MERCER Jurisdiction: Utility: HOUSE ID: 99090.22 RECEIVED CITY OF TUKWILA House Type: Single FamlISP Q 6 21J0A Floor Area: 3196 ft2 PERMIT CENTER Weather Data: Seattle, WA Climate Zone: 1 *COMPLIES* with 1997 WA State Energy Code. PROPOSED 630 Btu /hr -F 10.66 kWh /ft2 -yr wmcaitr.�k;s�.�. z,_�t�t;aifutu�as: • U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA Value X Area = UA U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 07/28/80 Reference Value X Area = UA 270 11.6 28ft 19.3 114ft 61.6 1307 53.6 479.4 311.6 38.0 14.8 2733 169.4 1307 47.1 30008ft3( 192.2) 689.0 270 15.1 28ft 18.8 114ft 79.8 1307 53.6 340.0 176.8 / 4 WA,TTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: SUPPLY RETURN Light Frame, Sheetrock walls Solar Access: PROPOSED DUCT SYSTEM Location PROPOSED Gas Furnace DEFAULT 78 % 0 61 % 0 Vented crawlspace Attic or garage 0.60 43682 Btu /hr 9998 Btu /hr(23 %) 53680 Btu /hr 80500 Btu /hr (150 %) 169 MBtu $ 946 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded Avg Rvalue Surface Area Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 3196 639.2 ft2 127.8 ft2 HOUSE ID: 99090.22 38.0 14.8 559 34.7 2313 189.7 1307 47.1 30008f t3 (192.2) 630.3 9588 nE W O J ' = d W Z ., w w t p; w W O, • 0 0 z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 •A FILE: K:\\KAA\\99\\99090\\9909022.WS HOUSE ID: 99090.22 • GLAZING ORIENTATION PROPOSED PROPOSED ',. %- 'South : 85.0ft2 North : 170.0ft2 Southeast : Northwest : t East . West 85.0 Northeast : Southwest : Eff S Glz: 3.2% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather "Conditions, occupant lifestyle and other factors. Page 3 Kapp ler Associates JOB NAME: JOB NUMBER Copyright 1994 Architects Dujardin Development Fosterview Estates Plan 2246 DATE: BY: 1/24/00 99090.22 MJM WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 5.00 5.00 25.00 1.00 25.00 DINING 5.00 5.00 25.00 1.00 25.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 7.00 5.00 35.00 1.00 35.00 TOTAL MAIN 140.70 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 2.50 3.00 7.50 1.00 7.50 __ BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 2.00 3.00 6.00 1.00 6.00 OFFICE 2.00 3.00 6.00 2.00 12.00 OFFICE 7.00 4.00 28.00 1.00 28.00 TOTAL UPPER 121.50 SUMMARY TOTAL GLAZING SQ. FT. 262.20 TOTAL HOUSE SQ. FT. 2,246.00 Glazing % 11.7% r ifiRXIMPORFoisorkqemPrittnvms° AtreglitV 7/28/00 9909022 - Glazing.xls 00 cow w 0 �Q _a F w : O ; Z 111 Lir p ` O N . o ff w w - O ti Z : co z Project Description We reviewed the following plans: TERRA ASSOCIATES, IncCITYOFr� IiA • Sheets P1.0 and P1.2, Architectural Site Plans • Sheet P2.2, Architectural Plan Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences PERMIT CENTER Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 • Snohomish, Washington 98291 Subject: Plan Review - Fosterview Estates, Lot 10 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 10 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. • Sheet P6.3, Site Section for Lot 10 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three -story, woodframed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 178. The daylight basement level will be at approximately Elev. 165. The basement will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to seven feet will be required. Up to seven feet of fill will be required below the garage floor. It is not anticipated that significant fills will be placed at any other location on the lot. Minor fills will be required to create finish grades for the driveway and below the daylight basement floor. After completion of foundation walls, excavations will be backfilled. 1 2Ooo 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra associates.com SEP 0 0 20f0 June 5, 2000 Project No. T- 1515 -2 ZOO '.Mr. Bill Fowler June 5, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to seven feet may be required to construct the foundation for the lower basement level -of the residence. It is expected that the excavation will be made through previously placed recycled concrete and native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used - in nonstructural landscape areas away from the slopes.:: We recommend that the recycled concrete previously placed on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials, such as recycled concrete or quarry spalls. • The foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 - pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and i garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be_used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions. -are as anticipated. Project No. T- 1515 -2 Page No. 2 w tY �, V 0 w =' J I- N u.! w O J' u. ' Co O I- w. z � 1- 0 z �; u r 2 p' Oa 01- w _ 111 ILI U) o z ' lune 5, 2000 Mr. Bill Fowler We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides Engineer Anil Butail, P.E Principal CP/AB: d CC: m Tnhn Kap IPPIRES 1219101 tects, P.S. Project No. T-1515-2 Page No. 3 ,1 Moco-zoo RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON c 1'r:7T:A rs RECEIVED CITY OF TUKWILA SEP 06 nog PERMIT CENTER NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. Jamieson Consulting Job No. 20181 JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803-2581 FAX 803-3289 J AMIESON C Consul En P , lfana g ement 4 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 H ^5) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 4,67 50 0.67 0.67 0,67 0.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel OUTPUT H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1,00 UNITS COMMENT # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft # # ft ft ft ft Z5001 ,rs/ /h = 1/0 d=4" 4e C / rrml& spo5 Wog /z A5 (2).if ¢ of= 16" �J � ,03('7 hi = /4,f' Loaf 0023 14. 02 21 JOE NAME F05 WEE JOB NC. 20 / 9' a "DJ DATE Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing SHEET NO, C= 8 I (Ft,O (4#4 7or 1 tz oo v� • W' w 0 J d r o z�! z 1.- 2 j mo !.O N' o H w uJ p Lir co U F 'i z , • • JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 Z5C0 Fs/ i = leO 1451 'Yu= /,5 ' 4l/t) 5T-EL INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft C7 3P11) 0g 5x0/46 A y- DIN 23 f Z./kw= fzior5oz.7/ / 1,7(1e) Location of resultant force JOB NAME F JOE No. 20 1465/ DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing anaz BY I SHEET NO, Z OF 2 1 ?bO 'Jr/ 0 6 e l • W MN 2 W ' CO 0 u- Q H W. z � E-0 z Hl W UJ �° O N 01- =- z U N' z: JAMIESON CONSULTING Consulting Engineering e: Project Vanagement 01 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 t' "C) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 x 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft tc = ZSCW F51 = 4o Ks 1 Ye- 3, G7' Gi = A= O, 3 (A) -/NZ % $f 4 - C /'o,c, if 99 /./-= .eft 4,6 514)/1)& ' ro077416 S F4iU5 W-oz / ZON74 L JOB NAME JOB NO. COMMENT Location of resultant force DATE TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • i N BY - 1%J i SHEET NO. I! OF I /Z i ctrAz ik 4J &s" or c (5)444 ma; (2)& roe 8 /o • C J JAMIESON CONSULTING Consulting Engineering & Project Management .,901 KIRKLAND AVE STE B -1 • KIRKL.-kiND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 8,00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME F rE V /IVY JOE N0. DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force 250o Fs I -6l = gs i du-(,Z4/ " 45-o:374e/ F'li(/D it# , "o,e- 4f 4 e (2 "o c, /=2 Z65' 6 sz' pay77 G S■cJ5 #0g' , L=22 gr. 4 b = " d. 42 /l g 0,53 /4/' 63) '�"'' 4 - f 20/e/ BY -r›•I Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing - 40 7 • � ' 4 " 0 • a 8 4fr6.o 1`4e-ifollorc 4 x3 - `t (7)¢ coNT 3'cLrz 2 =0" • re W mic 5 ww w uj g Q I--- W z � H O' Z f-. wW O N! ,0 1-. w w I- v' u.. O _ Z' w co' O ! Z JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 �' ^5) 803.2581 • FAX (425) 803.3289 JOB NAME ! 5 T V t E 141 • JOB NO. Z-10 I S I BY ITV IL DATE SHEET NO., 7 BY OF CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H 8.00 Lf 3.42 fs 1,314 fs2 1,406 Lf /3 1.14 X 0.85 2Lf /3 2.28 F 1,120 FS 1.507 Mot 2,987 Mr 4,501 Mu 5,077 W 1,787 w1 643 w2 800 w3 343 x1 3.08 x2 2.41 x3 1.71 ZSCO F51 ty = 40 Ks,' /i/ gr 5 4 d4 , = 0,57/41X # 4s6norc, F /AV'D ' doe #4c 2,&v5"`' UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing If X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing # - ft # - ft # - ft ft ft ft \)i C 2-I 5/PAM (i)ii4 TOP r• IR .4-4/2 Ya •J a,& l oc c / ().g4 corn' • O to 0 u) w w • 0 g Ji u- Q �w. z o w w; 2 0 O -co, 01- W Z w p c/) JC 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 DATE SHEET NO. CD OF JAMIESON CONSULTING Consulting Engineering & P-oject Management JOE _FC V «V`/ JOE NO zo lei Sy 4 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.83 t ft Footing thickness 2.25 toe ft Length of toe 1.25 heel ft Length of heel H 10.00 ft Overall height of equivalent fluid Lf 4.17 ft Total footing width fs 1,811 # / ft2 Soil bearing if Xis in mid 1/3 fs2 1,932 # / ft2 Soil bearing If X Is not in mid 1/3 Lf /3 1.39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 # Total weight on footing w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing x1 3.54 ft --/— x2 2.58 ft x3 2.08 ft 7c. 2500 4 = 4o Ks( lik 4 bo gs/ -5 M e' 9,9Z'`' d= 6 4z h I1 rt n l 0 t 4 - ` o A/ _ 2,05"' �_�v,ZS �i�� �v- 4 K • • 2 -3 (II #4 /0rorc, (/ G,e g "Or C 4 • 1 t/ll0 /1 0r C 0° cr)vr (4rp .f l tl '1 8 / -3 o: 2 Oi N0 ' co ur w 0 ga ' to _ W . U O C ON 0 I— I I 0 W ow o � H Z JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 '5) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 12 0.83 0.83 3.17 1.25 20 /Zz"' &- NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 OUTPUT 12.00 5.25 1,850 1,954 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 1800 1494 654 4.63 3.59 2.63 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft g-s/ `� Ks( *5 ds" 4 = 0,53„4J' &dorc, ,/'VD N 11 FOg - 4& 12'0. c, c 0 /t,1 3 5¢ , 7 Oy O'J JOB NAME F057 V 1 EW JOS NO. DATE SHEET No._7 OF COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall Weight of footing 20 /8f BY fNZ N (2)4 4 TOP • r/ l rl /D / - 3 g(00 L 4 3'o/ , M#4- coAr, • a: O 0 ; w o J. u_Q _ I— w , Z ; I o , w w' D p 0 H' CU W, F V i li- w z V - ; Z J 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 Ps/ c ,es' At= 23.5"/ ae= grl 4=o.74 i45G "o,c FWD ate 4 @ /o'orc u- 5.31 k l - Coil/o" INPUT 35 12 0.83 0.83 3.33 1.83 C JAMIESON CONSULTING Consulting Engineering & Project Management NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3,75 x3 3.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft r�a�v JOB NAME JOB NO. DATE SHEET NO.Ja.-- OF 6 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 Weight of wall Weight of footing 26 /S[ BY -DJ 61.- `j 3 a � tify oz° 5 "orc, 4-x3 &/0' (7) 04- co Jr J •Jr 8/?8 (*4- - rot , Vs. • JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �c = 2500 Ito Ks u - 3,9g' 46= 0.3,,v 40sHoz, a= /99' =675' 41b NIT WD/N& roara6 SPA7tJs WoZI Z. NET OF 4 s/V JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing a • BY (2) roP • SHEET NO. OF Jci CO S CO J ' W O g Q . • ? z0 w ur U a o 1— =w tit 0 ~ Z_ JOB NAME JOB NO. BY 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 DATE SHEET NO. OF INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 -c = Z500 FS, i t = 4o Ks /la= 765"`' 45: 0.474 e 5"orc, '/ / h . ( 7 ' {� 67S 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 410 i(, T sL DMJ FcoTinlJ OPA- ■o felz, NET CP PASS/1/E. COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing o\ if h o / 1 • / - D II l?6,o VP T= ( "4-4410#0,c, (yl'a,o._ 4> 3 -'O "s IO'DrC, • . L a" (NT5 ) -71` JC '901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 JAMIESON CONSULTING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1,5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 2CCI 40 gs/ �vo K$f (45) dax /3,s3K' d=8t 4 0,41 bt #>� 5 c 9'o.c, ((g60) /IUD ' ' FoE 4 &,9g0rC, 1 475 4 ' #.:-.7 For/N6 bPAA/5 z(z, [0 tir c 77, 10/ 3 JOB NAME JOB NO. BY DATE SHEET NO. OF Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing iili'& .b (2)0 74P (II =III =(II ("4k4-tottore. d #4&9"orC, s h 1 112 n C(.z • c45 Lo 9totc, 2 boa • (e» 4- coJr ik / ti 4g (Nr5) LIJ U co rn cn w Ot ga Q : I— ILI Z 1-0 Z F-? gy %.0 � . 0 F- wW F- v 0 ' Z c co 0 Z Kappler Architects VERSION 97.0 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2246 City of Tukwilla , WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations, DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. Job No. 99090 -22 Date 2/24/00 SPM 1 SF SF SF OTHER SF, LONG / SHORT WALL k0 ,;, SF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +l /2 Lower Floor) OTHER (Roof+ 1/2 Floor) Long Wall KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls C 16 11.1 N OT � "WE S TAMPED V A LID UNLES ERMIT CENTER "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default ECEIVED OF TUKWILA 06 ?flfl !1 f. 101,- .1'I, \� D •2ao 7/28/00 PAGE 1 U. 2 U V 0 CO W ; co u_ : W O 2 gQ I— Ill Z Z 1— W td O co 0 t— W W', —O ll z U— z WALL HEIGHT Ce Cq qs Iw 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF REDUNDANCY FACTOR (rho") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r 4 = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = qs = Iw = VALUE USED Ce = Cq = qs = iw = r 4= r 4 story shear r max = I 2277 I 13801 I -1.43 1.06 1.30 16.40 1 therefore use DESIGN CRITERIA FOR WIND ANALYSIS Method Factor Wind Stagnation Pressure Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 1 " ": w 1797.,' ^: I P= Min =1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEE 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 10.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls PSF 1250 35 2277 0.17 I PLF 26.22 25.37 22.60 0.00 281 228 249 0 SF # FT # FT # FT # FT 7/28/00 PAGE 2 (P) Roof (Upper walls) 12 1251 SF 15012 ADDITIONAL LOAD 0 49 29 0 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 32484 30 974520 974520 0.4738 6538 Upper Floor (Main walls) 32397 21 680337 1654857 0.3307 4564 Main Floor (Lower walls) 33513 12 KAPPIqOpt1:HI TN13 0.1955 2698 (P) Upper Floor (Main walls 15 995 SF 14925 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 32397 (P) Main Floor (Lower walls 15 974 SF 7305 S / S EX. WALLS 10 98 12 11760 F / B EX. WALLS 10 58 12 6960 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33513 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 0 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 161:42. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALLISHORT WALLI WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W TOTAL WEIGHT W= 32484 # 983941 BASE SHEAR: Vb= 0.1964 98394 19321 WORKING STRESS WOOD DESIGN 1.4 I 13801 # Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FO 29377 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete I 13801 # 7/28/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 # FT # FT # FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS © 281 # FT @ 509 # FT @ 758 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. Ea 056: #FT 1008076.33 550 1.331 731.501# /BOLT MIN BOLT SPACING I;is . P 2:431 FT 0.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING :;a8t V10J FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheet1.xls 13801 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls (P) Main Floor (Lower walls #N /A Not included in total 164 138 174 0 281 228 249 0 # FT # FT it FT # FT # FT # FT it FT # FT CHECK TOP CHORD M= 54935406.8 T =C= 1894324.37 2 -2X4 10.5 18041 X84 ALOW.Ft= 525 1.33 698.2510K 2 -2X6 16.5 ' 17t8 16d 1.33 143.64 # /NAIL 13188.00 NAILS 7/28/00 PAGE 4 V W h Wh F Roof (Upper walls) 13801 32484 10.70866667 347860.328 4762 Upper Floor (Main walls) 13801 32397 9 291573 3992 Main Floor (Lower walls) 13801 33513 11 368643 5047 #N /A 13801 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 # FT # FT # FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS © 281 # FT @ 509 # FT @ 758 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. Ea 056: #FT 1008076.33 550 1.331 731.501# /BOLT MIN BOLT SPACING I;is . P 2:431 FT 0.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING :;a8t V10J FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheet1.xls 13801 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls (P) Main Floor (Lower walls #N /A Not included in total 164 138 174 0 281 228 249 0 # FT # FT it FT # FT # FT # FT it FT # FT CHECK TOP CHORD M= 54935406.8 T =C= 1894324.37 2 -2X4 10.5 18041 X84 ALOW.Ft= 525 1.33 698.2510K 2 -2X6 16.5 ' 17t8 16d 1.33 143.64 # /NAIL 13188.00 NAILS 7/28/00 PAGE 4 10 3.5 3.5 2.5 0 177 Rf Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4966.08 4966.08 3547.20 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 200 0 125 125 120 0 472.50 472.50 266.67 0.00 1283.88 1283.88 1312.21 #DIV /0! CS16 -30 CS16 -30 CS16 -30 #DIV /01 18 10.5 9.5 0 0 253 -' Mo= 21229.98 19208.07 0.00 0.00 MIN PLATE NAILING 6 INC O.C. Wall(DL) 840 760 0 0 0 Roof (DL) 0 0 0 0 0.00 Mr= 2940.00 2406.67 0.00 0.00 2- CS16 -30 T =C 1741.90 1768.57 #DIV /0l #DIV /01 MIN PLATE NAILING REQUIRED CS16 -30 _ CS16 -30 _ #DIV /0! #DIV /01 7 INC O.C. 16 8 5.5 2.5 0 281 1=t ,,x.21 -b F.,,s 9 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17972.47 12356.07 5616.40 0.00 MIN PLATE NAILING 6 INC O.C. 640 440 200 0 0 0 0 0 1706.67 806.67 166.67 0.00 2033.22 2099.89 2179.89 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /0! 8 3.5 8 5 0 82 kggpimmi Mo= 2287.40 5228.35 3267.72 0.00 Wall(DL) 280 640 400 0 Roof (DL) 432 672 288 0 Mr= 830.67 3498.67 1146.67 0.00 T =C 416.21 216.21 424.21 #DIV /0! MIN PLATE NAILING REQUIRED NA NA _ NA _ #DIV /01 21 INC O.C. RIGHT TO LEFT UPPER FLOOR TRIB.LENGT 0 re . 2 /3DL REACTION HOLDDOWN SHEAR WALLS Load 168 Ht. 8 UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 re d 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 168 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS a b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls c C c d d d d SHEAR V WALL TYPE 7/28/00 PAGE 5 w 0 , N 0 co Z J u. 'Li 0 LL Q : W d Z � LU U 0 O N 01- W W ' H I . U. 111 Z '; U N; Z 4 5 25 0 0 22 ry';, d :i^ Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 898.62 4493.12 0.00 0.00 MIN PLATE NAILING 77 INC O.C. 400 2000 0 0 0 0 0 0 666.67 16666.67 0.00 0.00 46.39 - 486.94 #DIV /01 #DIV/01 NA NA #DIV /0! #DIV /0! 14 1 13 0 0 0 0 0 0 3 302 :. + p1K 10 23.5 . 20 0 0 39 . Mo= 7281.95 6197.40 0.00 0.00 Wall(DL) 1880 1600 0 0 Roof (DL) 0 0 0 0 Mr- 14726.67 10666.67 0.00 0.00 MIN PLATE NAILING T =C - 316.80 - 223.46 #DIV /01 #DIV /01 45 INC O.C. REQUIRED NA NA #DIV /01 #DIV /01 I #N /A 0 0 0 0 #N /A ,. 4T Mo= #N /A #N /A #N /A #N /A WaII(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT 0 o: 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 U UPPER FLOOR Load 168 Ht. 8 UPPER FLOOR Load Ht. 8 Load 168 Ht. 8 2/3DL REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN 281 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b c b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 I #N /A 0 0 0 0 #N /A ,. 4T Mo= #N /A #N /A #N /A #N /A WaII(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT 0 o: 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 U UPPER FLOOR Load 168 Ht. 8 UPPER FLOOR Load Ht. 8 Load 168 Ht. 8 2/3DL REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN 281 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b c b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 FRONT TO BACK UPPER FLOOR TRIB.LENGT 0 o: 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 U UPPER FLOOR Load 168 Ht. 8 UPPER FLOOR Load Ht. 8 Load 168 Ht. 8 2/3DL REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN 281 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b c b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 10 1.75 1.75 1.75 0 435 _' MANI Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 6088.99 6088.99 6088.99 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 280 280 280 0 0 0 0 0 163.33 163.33 163.33 0.00 3386.09 3386.09 3386.09 #DIV /01 STHD 14 STHD 14 STHD 14 #DIV /0I 18 3.5 8 0 0 797 lil I P2 I I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 22314.36 51004.25 0.00 0.00 MIN PLATE NAILING 2 INC O.C. 560 1280 0 0 1500 2400 0 0 2403.33 9813.33 0.00 0.00 5688.86 5148.86 #DIV /01 #DIV /0I HD10A HD10A #DIV /01 _ #DIV /01 16 11.5 10 0 0 379 P1. ", . Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 34859.49 30312.60 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1840 1600 0 0 1450 2000 0 0 12611.67 12000.00 0.00 0.00 1934.59 1831.26 #DIV /01 #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /0I #DIV /01 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES 8 3 3.5 3 0 334r, I MIN PLATE NAILING 5 INC 0.C. Mo= Wall(DL) Floor,Roof(D Mr- T =C REQUIRED 8020.12 9356.81 8020.12 0.00 480 560 480 0 432 672 288 0 912.00 1437.33 768.00 0.00 2369.37 2262.71 2417.37 #DIV /01 2- CS16 -30 , 2- CS16 -30 2- CS16 -30 _ #DIV /01 RIGHT TO LEFT MAIN FLOOR Load 228 Ht. 8 O 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 ce ug 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 397 Ht. 8 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE 3 X STUDS REQUIRED TRIB.LENGT a b TRIB.LENGT a b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheetl.xls d 7/28/00 PAGE 7 Z W O : (0 0 :. V) W O` g ` . Z O • ul co 0 I- W W` I-, r. • o t il Z U _ � '; 0 H O Z 4 5 21 0 0 78 RI, 4 Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 3133.27 13159.75 0.00 0.00' MIN PLATE NAILING 22 INC O.C. 400 1680 0 0 0 0 0 0 666.67 11760.00 0.00 0.00 493.32 66.65 #DIV /01 #DIV /0l NA NA #DIV /01 #DIV /01 14 20 0 0 0 356 _,/.1t1,43101 MIN PLATE NAILING 5 INC O.C. Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 57025.58 0.00 0.00 0.00 3200 0 0 0 0 0 0 0 21333.33 0.00 0.00 0.00 1784.61 #DIV /0l #DIV /01 #DIV /0! STHD 14 #DIV /0! #DIV /01 #DIV /01 3 X STUDS REO'D AT ADJOINIG PANEL EDGES 10 31 5 0 0 141 rozzigneml Mo= 35075.26 5657.30 0.00 0.00 MIN PLATE NAILING #N /A INC O.C. WaII(DL) 4960 800 0 0 0 Floor,Roof(D 0 412 0 0 0.00 Mr= 51253.33 2020.00 0.00 0.00 MIN PLATE NAILING T =C - 521.87 727.46 #DIV /0! #DIV /01 12 INC O.C. REQUIRED NA NA #DIV /01 #DIV /01 1 " #N /A 0 0 0` 0 #N /A NlA Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load 509 Ht. 8 CD 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 o: U 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 w J 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 w cn 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b c c C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 8 #N /A 0 0 0 0 #N /A Iffloaammagel Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A 18 28 .0 0 0 487 , ON CONCCI Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 150034.14 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 6160 0 0 0 0 0 0 0 57493.33 0.00 0.00 0.00 3305.03 #DIV /01 #DIV /01 #DIV /0! #N /A #DIV /01 #DIV /01 #DIV /01 16 8 8 0 0 758 P2' Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 66681.84 66681.84 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 1760 1760 0 0 2520 2025 0 0 11413.33 10093.33 0.00 0.00 6908.56 7073.56 #DIV /0! #DIV /01 HD10A HD10A _ #DIV /0! #DIV /01 (. 8 3.5 3.5 3.5 0 577 P ° N Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 22227.28 22227.28 22227.28 0.00 MIN PLATE NAILING 0 INC O.C. 770 770 770 0 1326 1974 1206 0 2445.33 3201.33 2305.33 0.00 5651.98 5435.98 5691.98 #DIV /0! HD10A HD10A HD10A #DIV /01 RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 O re 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 6 th 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 758 2 /3DL REACTION HOLDDOWN a a TRIB.LENGT a b WALL SEGMENTS b c d b b W/ SSTB28 c c c W/ SSTB28 W/ SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE d d 7/28/00 PAGE 9 14 3.5 3.5 21 0 i a zg . Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 14586.65 14586.65 87519.92 0.00 P1•3 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 385 385 2310 0 132 180 1200 0 603.17 659.17 24570.00 0.00 3995.28 3979.28 2997.62 #DIV /0! HD10A HD10A ON CONC #DIV /01 (, ' #N /A 0 0 0 0 #N /A "#NIA 4i!? . Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #NIA #N /A 14 16 21 0 0 287 .i4 Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 50461.93 66231.29 0.00 0.00 P1.4 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 3520 4620 0 0 0 0 0 0 18773.33 32340.00 0.00 0.00 1980.54 1613.87 #DIV/0! #DIV /0! STHD 14 ON CONC #DIV /0l _ #DIV /0! #N /A 0 0 0 0 #N /A illUA Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR Load 758 Ht. 11 0 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 o: U J 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN TRIB.LENGT LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 a a a WALL SEGMENTS W /SSTB28 W/ SSTB28 TRIB.LENGT a b b c b b c c C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE d 7/28/00 PAGE 10 Permit Center City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Response to Correction Letter #1 for Fosterview Estates Lot 10, 4210 South 137 Street, Permit # D2000 -200 ICAPPLI[R ARC August 28, 2000 IT ILCIS, p.s. your conip(ete home p(anntnJ resource RECEIVED crr OF TUKWILA SEP .- 6 aqa PERMIT CENTER 1. All Sheets Listed Below have been revised to address all issues per "Meeting with Staff' 2. Earthwork Quantities are shown on sheet P1.6 3. A note has been placed on sheet P2.2 indicating that the fireplace cannot extend outside the exterior wall of the house and the outline of the fireplace on sheet P2.2 has been removed. 4. The Wattsun report has been calculated to heat the entire house. The typical building method will be to insulate the main floor framing and leave the lower floor unfinished (unheated). Should a buyer wish to upgrade to a finished (heated) lower floor, the lower floor walls will be insulated per the Wattsun report. Revised or Added Sheets include: Sht 4 of 4 , P1.0 , P1.2 , P1.5 , P1.6 , P2.2 , P6.3 , P8.0 , C8 , C12 , C13. Should you have any questions or comments, please do not hesitate to call. CORRE LT R# TION Dzocozco 14311 SE 1Gt(i Street . Bei(evue, 'WA 98007 1.80 (4 • f +a: (4 C0800_33 Fosterview lot 10 Correction letter #1.ekirkijiy(er(oincyfans.coin July 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -200 Fosterview Estates — Lot #10 4230 South 137th Street Dear Mr. Kappler: 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 Building Division, Planning Division and Public Works Department. At this time, the Fire Department has 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. If you have any questions, please contact me at (206)431 -3672. Sincerely, °M ed - Brenda Holt Permit Coordinator encl xc: File No. D2000 -200 6300 Southcenter Boulevard, Suite #100 • Tukwila, WWahington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431.3665 Project Name: Fosterview Estates Permit File No.: D2000- 200 Lot # Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: Building Department Review Comments 1) Pages missing relating to site specific soil conditions and foundation elevations. Geo -tech letter refers to pages not included in plans and sheet index may not be complete. 2) Wattsun program appears to be based on total square footage of house including basement. It also lists R -19 floor insulation which would lead me to assume that the unfinished basement will also be unheated as insulation would be installed in ceiling above basement level. Wattsun program should be based on total heated area not including basement or basement wall and slab Insulation should be substituted for ceiling insulation. Show insulation in plan cross sections to clarify intent. ,re U . UO; No' W 9 co IL.; ur n 2 g -J' u_ W; z O. CI, O H > w w f O tii z; U N, o ` z PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: rash, L&€4) S7 / S Location: File #: Action: Date: Lots 6,7,B,q eG !O D -I Denied C. 23.2090 Reviewed By: claNN# SPENCER (2006433 -0179 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS !J PLC caa tot s/art feOJ ) or yoi due 4' ipt cmpie to st,thmil Pla,i sheets sh oc,vi�9 s; fe s peci 4: se e o ,7s and site J04Q71t de/i5 are ill is n 2, 579e th 4614 of Fo57ze.v /P 5u 3fl ,// be atte,:aLLLd each- 5th. 3. CohJc t Val Mite `e61)-et 0,9'/sht 11)62,/cc. - 1)i /' 19r SeA4Aer Ntzt r sew ices hook, - u Jas +. In jour twisiobi res44,460-7i/Aag l e . address cth- i sues af iseuss.ed of the Jug c 2l 2000 mecj& wittA P& GI)9ys 5 � 4 ClYR1�I�1F e.:M4.' n4AN'E�i M�FF7Ah�c :.!sAR <rotS?.P+»4•R�'ma. rvr weemraimerE r DATE: June 22, 2000 PROJECT NAME: Lot 10 Building Permit PLAN CHECK NO.: D2000 -200 C: \Nova's riles \FSTRVIEW\LOT2REVISION.DOC PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The fireplace intrudes into the side yard setback. Please revise to meet setbacks. 2. This lot is in Phase B and cannot be constructed until Phase A is complete. ACTIVITY NUMBER: D2000 -200 DATE: 9 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 10 SITE ADDRESS: 4230 S 137 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division i1 Jx, {b -woo Public W rks ipi 1.01 Complete Approved uwanun.ax PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved n Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions Plannng Division Permit Coordinator n REVIEWER'S INITIALS: - nI DUE DATE: 9-7-2000 Not Applicable n Comments: No further Review Required n DATE: DUE DATE 10- 5-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -200 DATE: 6 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 10 SITE ADDRESS: 4230 S 137 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bu�i ding ppr -- Pub kkss Public W riatiiQD DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved V'NNtlllll llOC spy) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP G-23 -«d Incomplete DUE DATE 7-18-2000 / I Lz Not Approved (attach comments) , ri - t DATE: 1"' • 2 s� C� Approved with Conditions CORRECTION DETERMINATION: to Fire Prevention AJG 4,402D Structural I I REVIEWER'S INITIALS: II Pla r ng Division &Mod G-21 Permit Coordinator DUE DATE: 6-20-2000 Not Applicable No further Review Required DATE: DUE DATE Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: I I I DATE: 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: "/A3 Plan Check/Permit Number: D2000 -200 Response to Incomplete Letter # Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 10 Project Address: 4230 South 137 Street Contact Person: John Kappler Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [Entered in Sierra on q 61 • 9() 07/25/00 9 U o; N W o g w Z �. Ill a U 0 ; O ur 0 1 - O _ ui U) O F Z , Fire Department Review Control #D2000 -200 (510) City of Tukwila Fire Department Re: Fosterview Estates — lot 10 — 4230 South 137 Street Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be Tess than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 June 20, 2000 Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief z n 0 0' 0) o W = J w u_ < to O z w ! I- z Zi- 1-0 ZH ILI le U o ', 0 N 0 1- w w X I- U U. 1- - 0 • Z 0 — 0 1-! Z Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau Page number 2 Cc: TFD file Ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206-575 City of Tukvila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief w; 9 N w 0 : J IL Et uj Z w w' ,o N . 0I- _ ms` O V N. 0 Agency /Phone CITY OF . JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: FC }e rViet -0 e 'Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): .?.30 5o uL.7,t - K., 13 Lo+ ) Q t , `o filfohjiatio iK =i� =•sP 4-4AP; v.vgi `; .i ih' ' atfReFeonl s ";;W gtf' w t . • Name:OLL` eQ.a/Q -10 Address: .J Name: Ka p p Ier l zt Address: Phone: LfaS 334 1'B Phone: 1-1,t;5 - (a 4 This certificate is for the purposes of: 1' Residential Building Permit ❑ Commerciatllndustrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /3x 3 1i4" o rvz ( C Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): 'c C.rx Warldr (&-- 1 c k 1.0 . las Owner /Agent Signature: D- Date: U -c�- Date: PART B: (To be completed by water utility district) The proposed project is located within (City/County) S.L2,c- The improvements required to upgrade the water system to bring it into compliance with the plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) utilities' comprehensive CITY OFETUKWILA t lM P.1 1 9 2000 Based upon the improvements listed above, water can be provided and.will be available at the site witArieW tv`ti' arE. 3 ©c gpm at 20 psi residual for a duration of 2 hours at a velocity of / Z-- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k--C- cv •4-Z c 0 CST Agency /Phone Z06 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above (Use separate sheet if more room is needed) By -Zap H-lla Date z ~w QQ 1 J U 00 WI- N LL ul O CO _° m W Z� H Z I- U� O N W L I O w U -.. 0 1- z Part A: (To Be Completed by Applicant) Purpose of Certificate: II Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: II Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: A • . Phone: 4'2 -2 r�6 t f . . Property Address or Approximate Location: 423 S J- 13`t . c rF - Legal Description(Attach Map and Legal Description if necessary): ' i knJ l) et5 `k-LA. - 1-0A" l - i - ; 1.1) . .9-li 1 o''OO -°1°() Part B: (To Be Completed by Sewer Agency) 1. • a. Sewer Service will be provided by side sewer connection only to an existing I size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: RECEIVED.... a ❑ (1) feet of sewer trunk or lateral to reach the site; and /or env OF TUKw 1` ❑ (2) the construction of a collection system on the site; and /or 11)14 i cj 2"fl ❑ (3) other (describe): PEWw . CEN'TE,., 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive . plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . 'a a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 13 SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: By as L'WORKINO TOWARD A BETTER ENVIRONMENT ` 1 SEWER DISTRICT 14816 Military Hoed South P.O. Box 69550 Tukwila, WA 98188 Phone: (208) 242-3236 Fax: (206) 242 -1527 Hon 11 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY 0 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from th. 'ate of signatur= Mrp -/S- Title Date z W -? . U: UO .0 ww - j N LL' ui ga d I-- _ z �. � 1 2 p . U ' 0 — Dr- w w Z H ': u. 0 . z ▪ = 1 ? O ~ z FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS LOT 10 ADDRESS: 4230 137TH STREET TAX PARCEL I.D. #: 261200 -0100 • OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425 -743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 -641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA. 98021 425- 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425- 803 -25£1 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PI.0 P13 P1.6 P2.2 P63 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE B - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 9 - 11, 13 - 15 SITE SPECIFIC SECTIONS - LOTS 9 - 12 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 10 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -059) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE c;�2ow -200 Th e ninrc have been reviewed 1.y the .mont for conforma - v. 7 . d t nct author; or ordinances. i t., , dequacy of the desin i,:'.3 ' . . r. Ad deletions or 1'. e (raviincfs after this date will vc a c f ace and will require a rc .u',: A dra•.v. 9s far subsequent F ' •n.. ; is subtect to field inspection Ly t • .. , . utilities inspector. U /0/(2/ /}Cc -ES_s Lmvo 4 L TEg N ‘" ORA /"4 CITY OF TUKWILA APPR vEi) 4 OCT / 2 6 I r:r� CITY OF TUKWILA CORRECTION SEP 0 LT R# PERMIT CENTER SEPARA 1 — . �:L Ltr aL LV° J 0 X w w z z Q_ } c_, 1:4 co CD � z 0 0 CC z 0 z 0 0 w0 Q 0 w 0 CC w 1- 0 1 w a 0 1 d via V F e i w 4 P 2LoO- 0 0 CO rn 0 0 0 0 1 N aD m 00 c> c0 N X LL TITLE r ■ ?B NO.: 00129 SHEET COVER SHEET _J AREA LOT # PHASE LOT I 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT7 2 LOT 8 B LOT 9 LOT 29 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT# PHASE LOT 21 5 LOT22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 4C D CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA/PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDA TIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL - ENGINEERING FIRM 4. THESE GEOTECHNICAL RECOMMENDA TIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDA 'IONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDA TIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVE Y CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIP SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDA T1ONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED /N PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 DiOOD 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE:: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT TH,T WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUK*ILA, ITS OFFICERS, AGENTS AND EMPLOYEES. _CITY OF SEATTLE UTIIIT_ Y EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCEt" TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS ". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT A T ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, A T ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTI TUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WI THIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. ' N THE CITY OF SEA TTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, A T WHICH TIME ALL SUCH RIGHTS, TI TLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABU; DIRECTION DISTANCE EL1 N89'59'54'W 40.25' EL2 NCO 10.13' EL3 N8959'54 "W 58.26' E14 N73'41 '17'W 102.70' EL5 N73'41 'frw 262' EL6 N1 936'34"E 4.56' EL N8778'54'E 51.21' EL8 N09177`32E 7244' N5770'04E 27.23' EL10 N8373'46"E 29.05' al N132557E 2255' ELI N8936'14 'W 46.42' EL13 NI 4129'36T 35.05' ELI 4 N887 6'09'w 47.06' ELI 5 N88 `09'W 5.12' EL16 N1653'05'E 32.00' EL17 N2120'45E 25.84' ELI 8 N82'40'23'W 1 4.86' a19 N72'41 '47"E 20.92' EL20 N52'02'4711 32.09' EL21 N52172'47"W 28.92' 0.22 N8970 56'W 26. EL23 N8920'561 24.39' E124 N89 20561V 16.55' EL25 N60'41'36E 52.67' EL26 NOOb0'00E 9.61' EL27 EL28 N8970'56"W 33.40' S7539'14E 45.91' E129 EL30 EL31 EL32 N6632'39E 22.42' N193854'W 38.71' N3255'12 "W 33.44' N8522'5 7"W 49.06 ELM N5157'35E 18.82' EL34 NO1r45'04'E 22.04' a35 EL36 0.37 N41 '08'35'w NO232'46 "W N6453'411 22.68` 21.13' 60.03 0.38 0139 NO232'46'W 19.88' N38135'341 23.66' 0.40 N64'53'41 'W 41.66' FL41 N38'05'34"E 16.16' EL 42 N7429'41 "E 26.99' 0.43 NO356 '32'W 31.75' 0144 4345932E 25.95' 0.45 N05"19'49 "E 15.18' EL46 N2615'42"W 14:93' EL47 NO2'44'34E 17.08' EL48 N35'05 21.05 0.49 N22'42'40"E 16.28' EL50 N87'48'28 "W 20.74' -ELM N87'4828 "W 10.83 EL52 N87'48'28 "W 2.57' 0.53 N01 '37'43"E 50.00' EL.54 N355r57"W 74.34' EL55 S53571 5T 80.93' OPEN SPACE CURVE TABLE gliR I E1 RADIUS I LENGTH I DELTA 53.11' 57.93' 622943" EC2 47.00' 17.23' 20'59'52" EC3 33.27' 36.25' 6225'18' EC4 20.00 49.81 142'415` 1' R.L. McDUFFY & ASSOCIATES, INC. LAND USE CONSUL TAN TS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 COIN AI+EMIE EI RETT, WASHINGTON 98201 (425) 258 -4438 FAX: (425) 258 -1616 'F T1il V tI Pr T :2 6 211C3 FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF' TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 El, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON DATE 217/00 DWC BY KMG .pg Na 96089 sH r 4 OF A. R6c;tivty CITY OF TUKWILA ti ?rol PERMIT CENTER r- r r r A r te•. -+r r r a PHASE A PHASE B PHASE KEY LOT # ;PHASE PLAN PORCH AREA LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT8 pp LOT 9 LOT 10 LOT11 LOT 12 LOT 13 LOT 14 LOT 15 A LOT 16 LOT 17 LOT 18 LOT 19 I 20 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 X 1 2 1568A 1568B 1843A 1843B 2060 2108 2246 2119 ETOBE E SINGL BASIS, G v vv v 7 '�/\/v\/ \\'�/ vv v 7 v vv/v ..,,,,, \ / v v 1 vv vvvv v v \/\ ✓\ / ./vvv ./ vvv \/ \/ vv ./vvv vvvv \/ \./ ,r, ,.,.r PHASE C vvv\/\/ \/ \/ 1 V , _i' rHASE D , ./v vv v • vv\/ vv v Nye v YV 1 2119 4 LOT 39 1843B 2060 LOT 40 D 1843A (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) USES IN AT 5 5 (.2) 5 6 LOT # LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 PHASE PLAN PORCH AREA 2119 B C D A 2060 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A C 1843B 1843A 5 6 7 8 9 10 HOME PLAN MATRIX & SCHEDULE& CONDITION I. CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE W DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CONS 3. THE CONSTRUCTION AREAS SH PER THE GEOTECHNICAL REC OF TERRA ASSOCIATES OR ANOTHE ENGINEERING FIRM AS APPROVED BY III 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR S R CONSTRUCTION AREA AND PHASE MITIGA FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTUUCTION. G GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TATION OF ADJACENT HOME DEVELOPMENT CONSTI D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON ' UCTION F FOUNDATIONS, FOOTINGS, AND FLOOR SLABS, Y, , THERE WILL IE LIMITED EXCAVATION AND REMOVAL OF 1 SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'U PER PORTI N' (SOUTH END) OF EACH LOT WILL BE FLA .I ED DURI G ' LOT DEVELOPMENT OT ACHIEVE AN INCLINATIONO ER ACCEPTABLE OPTION IS TO PROVIDE A CANTIL ' y I CO 0R MECHANICALLY STABILIZED RETAINING WALL THE s PORTION' (NORTH END) OF THE LOTS WILL HAVE THEIR S • PE PROBL /MS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF EIR SING1LE FAMILY RESIDENCE PERMIT, THESE GEO 'CHNIC L ' RECOMMENDATIONS AS WELL AS A LETTER FROM THE EOTECHN ENGINEER THAT CERTIFIES ON A LOT BY LOT RASA GRO ED IN Al THAT THE HOME, OOTING AND FOUNDA ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO MENDATI NS N 9 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINE IS TO OBSE VE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. LD' REPORTS ARE TO BE SUBMITTED TO THE CITY OF ICWILA ' D' TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCTI AREAS A$D MITIGATION MEASURES. I B. VERIFICATION OF FOOTING, FOUNDATION, R WING WALL AND FLOOR SLAB INSTALLATION METHODS D DRI AY l'u-- PLACEMENTS ACCORDING TO GEOTECHNICAL R MENDA NS' C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTR ON — IN ADJACENT HOME DEVELOPMENT CONSTR CTTON ARMS ACCORDING TO GEOTECHNICAL RECOMMENDAT1 NS. THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICAT ON - i ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLIS EDIT IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS' TRACT "A" PROPERTY LIME - T)P (FRPACT WY) OME DEVELOPMENT YLAIsl p2.000-- zoo l R/lW . f O I 2 I k 20 40 80 E :1 " =40' RECEIVED CITY OF TUKWILA c r r �nnn PERMIT CENTER 160 U AS L- O Q TITLE JOB NO.: 9801321 SHEET P1.0 '� • LOT # PHASE PLAN PORCH AREA LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 - I LOT 11 LOT 12 LOT 13 LOT 14 , LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 A 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 2119 X X X X 1 2 3 4 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. PUN_ USES N 1568A 1568B 1843A 1843B 2060 2108 j 5 (.2) 2246 5 2119 I 6 LOT # 'PHASE PLAN ra AREA LOT 21 LOT 22 B LOT 23 LOT 24 , LOT 25 LOT 26 , LOT 27 LOT 28 i - LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 , LOT 39 C C 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B D 1843B 1843A 2060 2119 2060 2119 1843B 1843A 1843B 1843A 1843B 5 6 7 8 9 LOT 20 I 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) t TRACT "A" - ArCP RTY c.l - fl ()PACT 80r) PRASE -B pi000.2,00 TOME DEVELOPMENT PLAN DETAIL Ni 4 Ell E:11 =40' M RAY. 80 160 1 RECEIVED CITY OF TUKWILA ; Try.19 PERMIT CENTER A • JOB NO. 980132i r SHEET P1.2 TITLE • TRACT UY POLE N N N N. SOUTHGATE PARK S — EX. UAL/TY \ POLE 15 NATIbE 'F6ETATTOW 1 BUFFER 1 1 1 1 EX UTTL /TY POLE 1 1 1 1 1 UTTL /TY Pa • _ � T L � f i r� y " \\ l Ex Rgpr£Pr Ex CO NC ALL _ Ex ! YPC&E I '\ • -- ��- y -- ---- ,/ � ti TRACT PROPERTY LINE - TYR (TRACT BOY) GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 . r °- -• - -• 0 20 40 6 0 tc_,) \;(EY IPLAN . , SCALE 1:40 60 • TELE I -- TE STEPS ASO I IN. NEW 5' CONC WALK __-1- NEW 5' ASPH. WALK SEE SHEET A5.0 FOR SITE STEP INFORMATION • RECEIVED CITY OF TUKWILA PERMIT CENTER (/) co CO co „ O co CD Q.) co 0 03 O 5. Qu q) ') z • 5.. CO . QS L. °o o ca co co c o CO CC Q) Q aC C L_ TITLE ?b NO. : 98013 SHEET P1.5 0 • 1 TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. CUT FILL 01 348 133 0 0 02 ' 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 N/A N/A 09 N/A N/A 10 ! 3S ZSS N/A N/A 1 1 N/A N/A 12 N/A N/A 13 193 30 N/A N/A 14 41 150 N/A N/A 15 45 150 N/A N/A 16 45 85 N/A N/A 17 56 36 N/A N/A 18 N/A N/A 19 j N/A N/A 20 N/A N/A 21 N/A N/A 22 N/A N/A 23 N/A N/A 24 25 CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTiNG REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. EX. unL/T POLE TOTAL TOTAL ! ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. CUT FILL 26 27 28 N/A N/A 29 N/A N/A 30 N/A N/A 31 N/A N/A 32 35 81 0 83 33 38 1 22 0 66 34 35 37 3 7 35 N/A N/A 36 N/A N/A 37 N/A N/A 38 N/A N/A 39 N/A N/A 40 N/A N/A a TRACT " A" /( .♦ \ ♦ • `,. '■ • 1/ SOUTHGATE PARK /screw Ate) 'tai- uavrr Ei IPEZIESzem aVurfASar * J ! M ir0'VA$ ii lO' AIVAIT 1 i I 7/L /TY POLE -I I _ � h l 1 10 a1BYA,T / Raw'4G £.W/ ti !! urtirr EAS ilrk' Ex ROOCERY EX caw w4LL EX. CZir PYRE fi I Ice Pam 12- lue•rka- Est i ” ■ 1. A i tae \ ti, a PROPERTY L /NE - TYP OTRACT BP •J TRACT " P • 1 . -- - \\. \ ■ - 1 ',` ,' • ` \ 1 / .-` • NA 7711 ------" ` rf - TAn°V \ ++ : 1 1 - - - \ .. - ---- - --• - D ,„„ / I 1 i GRADE COMPARISION - - - - -- -- - - - - -- FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT _J I - I SCALE 1:40 0 20 40 60 80 160 4 L E STEPS EEA5.0 TELE ;, - - - -- '1 11 1 ' e I 4 Nt. NEW 5' COIN. _ _ . I - 1 - NEW NEW 5 ' ASPH. WALK SEE SWEET A5D FOR SITE STEP INFOR IATION WALK RECEIVED CITY OF TUKWILA 7" 71 PERMIT CENTER TFfl E r 173 NO. 98013 SHEET P1.6 ■ p r a • = 32d55 = 174.00' — 99.97' VEWAY • H MAX. & / 20' FR' SETBACK( ' ` 1/ J \\ N 0 � n C / INsThLL 1 ErucH ,DIVAN N EC9- 1 ' r 44V 2V-04-0 I47 p' max. *. O SLOPI � 1 ' \29: SETB \. ROP K. Thy ,.e pe -+ have been reviev ;pr+ by the W . L t • ,nent for conform 1,... .n c'iri t Ci . . .1,:7 Acceptance e :. a t.,. ; n^ which do not authc•. ac. d ndards or ordinances. TI rr..- :!h the designer. Additions, deletions or 'E., these drawings after this date will yid this acceptance and will require a iittal of revized drawings for subsequent val. Final acceptance is subject to field Plc Public Works utilities nspector. inspection by O:,te: j of iz J Z000 By: AC LA•Nt ;TLleM De 4/ Nisi ‘ F SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE °LAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pty. a ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5 SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GPADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20 MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2, 3, 4, 5, 6, 7, 8, 9, 31, 32, 33 AND 34 TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PIO,Pt1,P12,Pt,3 AND P1.4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND - BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P16. �.I a••r 0447 3s eA .16 "iv scs g RECEIVED CITY OF TUKWILA ( .3E P a 6 PERMIT CENTER 1Q ? 0 O z 6 z CO w w p iX0X M 0 o4y'G a• U .=+ U - a0. •■. co) fh., Ca C:a 00 00 OD O O 03 et-4 0 v, 00 00 00 0000 V1 U Q) • U co a) (I) >:, (3 a t 0 Z U) 0 0 co Q) SHEET P2.2 TITLE JOB NO. 98013 — — DETAIL PLAN • D UJA R DI N Date By Description LItIEWkU 1 ` AMGMtIR' • � ;W t _.-- •--... 0$122 00 J M PERMIT OMMENTS • CLOUDED FOSTERVIEW ESTATES SITE SECTIONS THIS DRAWING IS © COPYRIGHTED AND 15 i HE EXCLUSIVE PROPERTY OF THE ARCHITECT • 4 1 • r 0 +I 6 rii ✓ 00 0 i• i! r! t!!! r! 1} ►!!! r u' 1} t• i I I I It i i! i S:i _ 1 ; i i( i l i i i i I • I i!; I l I l ! i l! i; 1 1 i i i 1 i li ° =1 171 I i i 1! l ! • ! i + ! i i i ! i i (!i / ; ; i i i i i i i i 1 i i i I 1 i i i i l i i ra i i• i i i i• I i i i i I; i i I I I i I l i I i i ! I i i i i i i i i i ! i,I ; ; 1 1 1 1 1 1 1 1 I ;; I 7� 1 ! i ! i 11 i i! 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I ; I i I I r i I 1 1 I I If ; I I i ; I I I I I i I i I i i I 1 � t r i I 1 I I I I I I 1 1 i 1 i 1 1 ; 1 i ! 1 I 1 I l i I it l I i I 1 li I I I i i i i 1 i i l 1 ; 1 i; i i I I II i I i i 1 1 I I 1 1 I 1 I eI 1 1 1 1 I ° I I I 1 I/ 1 I( 1 , 1 i i i i i i 1 1 I I I I 1 I I I I 1 I I l i ! t 1 1 lei • ; ! 1 1 I I 1 i 1 I i; I 1 I l i i I Ij l i I 1 I I; I i 1 I i i i i( i 1 1 I • I i I; I I i i I It t i I I i i i I I I I 1 1 1 i I I I I i I I I 47 -- ; —:-- -; .� —t -. 1 I; I I;(; 1 1 j I l I i ii I i; t i I I 11 I I i i t 1 i l I I I I I 11 1 1 I 1 ii I I I I I I I , I I I I i i 1 I 1 1 1 1 1 ii I! I i I I I 1 1 $ 1 I I I I i i i j ! I ; 1 I 1 i ; ll . i. I __L t ,-1 -4_ I 11 I 1 l i t I I I I I I 1 I I : 1 ' I I i i i I j I l I! 1 1 ! I I I I I i I I 1 1 I 1 1 11 ! ! ■ ! ! ; } ii I I I I It ! I I 1 II 1 t I I ! I I ! ! I 1 1 I i I 1 ; I I I I I I I i l ; I 1 i I I 1 1 I I I a I I I I ! i I i 1! i !! I I I !! L I I I! i 1; I:! 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FINAL ORADE FOR LOT BUILD OUT (' SECTIONS FOR LOT 11 : -• • 2_ - - 11 -w I 1". !IV _tam% l'O'N HIGHEST RIDGE — _ 200' MO' I 'a I 1w 170' _ _ _ _ • 160' •■• - . - • ..... 14T 141' NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. no. trr . . - - NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #78 OF APPROVED PLAT. i _ . - _ - • _ - - - - _ _ _ ^ • - . _ '1 • - - _ - • , -I • . _ - — 4 13:74h AA/SNUB- - - - -•-•SIDEWALK — ... 1I TT . TnL PPV AL I I 4 - S 137th AVENUE SIDEWALK . _ s _ z . . . . if .1i . 1 •o• REVISED ORIGINAL GRADE • REVISED ORIGINAL GRADE -- 0 • . . . . • _ . FINAL ORADE FOR PLAT APPROVAL 't- MAIN FLOOR ELV. 176' FINAL ORADE FOR LOT BUILD OUT I I I MAIN FLOOR ELV 17r F.0* SITE SECTIONS FOR LOT 10 Scale : 10' Dzoco -zoo ODSITE SECTIONS FOR LOT 12 Scale l' = 10 110' 611 -USUS 114 ' , • :iflynyeri FINAL GRADE FOR LOT BUILD OUT - - t fff17111 ''• 5 DATUM _ — .---- SIDEWALK S 137th PLACE _ L_ 7 0 1° VaiialiVrt - - HIGHEST' RIDGE .‘r - • _ • - • • - • • ,• • « • • - . 141 200' ISO' 140' z • tn. LWM 140' 1 NOTE \LL FOOTING DEPTHS , VILL BE PER ITEM #7B OF APPROVED PLAT. I0/i2./z, 1/41J-1 NOTE: AEC ewe° ALL FOOTING DEPTHS TUKWILA WILL BE PER ITEM #7B OF APPROVED PLAT. PP:FiM17' CENTEP I— u.: I— I— L_ 0 LL C- 0 Lu (f) 0 Lu I- TITLE SHEET P6.3 Are 4' , ; / 2'-0 8' 10' L L r c• -- 3 (0 t-- i • 0 0 z LL C 0 ui F- 65 CD CO U) CT) 6 LoutRmARARA l (FOR FROST) 3/4'=1-17 I I 1 8'-0' MAX SPAN 11LC DECKS WILL 40" BE USED FOR ALL CONDITIONS NSTAL,_ ,_044 DEac OHLY "NEN GRADE REWIRES 2x* RAIL!** 2x2 • 5 1/2' OC (CLR DIST BTWN NOT TC EXCEED 4' 5/4 x 4 TI( CDR 17. 24 P.T. DECK JST AT 16' OC ATTACH LEDGER H.; 2 FPX6 OF Y• LAG BOLTS AT lb' oc TYP TJI FLOOR FRAMING 4 BOARD PER PLAN &AV PT EAPI E-CO66 TO POSTS ABOVE AND BELOW 2x FACIA BOARD 2' GREATER DEPTH THAN JOISTS) (I) 314• LAG BOLT, AT EACH E.0 6xE4 KNEE BRACE, TYP bxe PT. POST CEI66 FINISH GRADE (4) •4 BAR VERT. 4 STEW INTO FOOTING .4 BAR WRAP • 12' oc MIN. TOP AND BOTTOM 36 CC PAD Nil (4) •4 BAR EACH WAY ON SOLID SUBSTRATE FOOTING DEPTH PER OxEOTECH ENGINEER TYP. DECK CROSS SECTION 06200-19TJI T;) NOTE FOOTING DOES NOT SLIDE N THIS CGIV'TION FOOT) * SPANS HORIZONTALLY 4) z FOOTING DRAIN DETAIL 3/4"4-0" TOP OF TOP OF J di N GRADE Z E 1:1 - • 'N TT 4:RIG FOUNDATION DETAIL 3/4'=/-0" NOTE: FOOTING DOES NOtiCIDE IN THIS CONDITION, FOOTING SP HORIZONTALLY. TOP OF SLAB TOP OF J BAR NOTE. FOOTING DOES NOT SL C.ONDITICN FOOTING SP HORIZONTALLY of A5 TOP OF J BAR 3/4"4-0" IF - 8' IN THIS ••••• 6RA41..AR SISIC".1RAL CLEAR I 1/2' CLEAR 3'-8' /-- 4•-8• N TS. MT.& .4 T.S. N T OUNDATION DETAIL FOUNDATION DETAIL SEE 5(TE SPECIFIC FOOCAT10. DETAIL FOR FOOTN6 OCAS = : 4• RIGID PERFORATED PE T (41. MIN SLOPE) 545••xit• A.E. Wi 2xTX3/16' Sa STEEL PLATE W.4.5.6 • 4 OC. (Div, 3 SHEET ExCEPT AS NOTED CN SHEARIWILL SCHEDULE 1' MPt ErBED (2).4 BAR • TOP vERT. BAR • 16' CC, RILL HEIGHT OF WALL (Div. 3 SHEET A-I) vERT...: BAR • EV oc (Div. 3 SHEET A-I) HORZ. BAR • I0' oc (Div. 3 SLEET A-I) NORZ BAR 3' -0' • 10' oc (Div. 3 SHEET A-I) (5) •4 BAR CONT (Div. 3 SHEET A-1) SOLID SUBSTRATE SEE DETAIL 5/P80 FOR FOOTING DRAN CONSTRUCTION (Div. 2 SHEET A-I) 5/8'0x10' AB. W/ 2' ' /lb' SD_ STEEL PLATE U45iE • 4'-0' O.C. (DIv. 3 54-E A-I) EXCEPT AS NOTED GN ARWALL i SCHEDULE )7 N. EMBED. Ar (2) .4 • TOP .9 / 4 4 VERT. BAR • 10' CC, RILL 14EIGHIT OF WALL • (DIv. 3 SHEET A-1) vERT J BAR • 5' 0. (Div. 3 SHEET A-I) HORZ BAR 4 10' oc (Div. 3 51-IEET A-I) DAMP FROOFNG ( DIV 1 SHIT Al) 4n TIGNTLINE '. HORZ. BAR 3 • 3 SHEET A-I) (6).4 BAR CONT. (Div. 3 SHEET A-I) SOLID SUBSTRAkE FOOTING DRAN TION SEE DETAIL 5/1.8b. (Div. 2 SWEET A-I) do , 03300-11 5 4'x10' AB. WI 252'x3(16' Sa EL PLATE WASHERS • 4'-0' 0.C. (Div. 3 SHEET A-I) EXCEPT AS NOTED C61 SHEARUALL SCHEDULE 1• MN. EMBED. (2).4 BAR • TOP vERT. BAR • S OC, RILL WEIGHT a WALL (DIv 3 SHEET A-I) .5 vERT. J BAR GR 60 • 5' oc (DIv. 3 SHEET A-I) HORZ. BAR • 8' oc (Div. 3 SHEET A-I) --- (8) •4 BART. (DIV 3 SHEE -I) SOLID SUBSTRA BEE DETAIL '3/F'SL, FOOTING DRAIN CONS TION (DIV. 2 SHEET A-I) DAMP PROOFING ( DIV 1 514T Al) 11 T1GHTL NE HORZ BAR 4'-0' • 9' oc (0 3 SWEET A-I) 03300-12 4 46 1 c adALL z PLACE PRIOR '0 gu, E Nom 5'(J - 1.6T eE .7* oF Sul Tap OF FTG OP DAMP PROOFNG ( Div 1 SHIT AI) TIGHTLNE >,,TOP OF FT 5Z €3 x ;`-- NOTE: 5.03. MIST BE IN z PLACE PRIOR TO PILL BAOKFILL OF WALL, TO! GF TOP OF FTIG r . E? x:I z - N° BE RLI N ; BACKFILL a WALL. z Tar OF J OAR OUNDATION DETAIL 3/4"=/-0• r... NOTE: SAG. taiST BE N 0 z PLACE PRIOR TO RILL eAoKFILL OF WALL. FOUNDATION DETAIL 3/4•=1-0' FM1514 GRADE TO.. OF J BAR UNDATION DETAIL 3/4•=1'-0" OF J TOP OF .1• Fb1lSi4 GRADE TOP OF BAR z ITC C in •-r 6 1 41 I II 2• CLEAR NTS NTS NTS • • 3'-2' VEHICULAR SURCHARGE opmw, I I/2' CLEAR 3 '-4 • 10' NTS NTS FOUNDATION DETAIL rx AS rxrx 151m_ P-ATE 4464 CC Dtv 3 SHEET A AS HOTEL ON SowEDA.E - • es BAR • 4 • 2" oc, FILL 3 SHIM' A-U ..sor BAR • 14' oc I'D.v 3 %CET A-;/ DA? PROCFNG ON 1 %IT AU •4 .40fC BAR • IV oc r-e• o•ERLAa. (DIV 3 SEE' TiGwILINE NH-- (5).4 BAR CONT (DIv 3 SEE' A-i) • • DETAIL .34.8.0 FOR DRAN CONSTRUCTION (DI T A -' • SOLID 'RATE 4' CO< OVER VAPOR 4' ROCK 5/8 AB. LW 2x2'x346' Sa STEEL PLATE WASHERS • 4'-0• OO. (Div. 3 SHEET A-I) EXCEPT AS NOTED ON SWEAFILIALL SCHEDULE 1 ' MN. EMBED (2) '4 BAR • TOP R4 VERT. BAR • t2• oc, ALL WEIGHT OF wALL (Div. 3 SHEET A-I) x vERT. J BAR GR60 • 8' oc (Div. 3 SHEET A-1) ;!. DAMP PROCFMG ( Div. 1 54-IT A1)44-4 HORZ BAR • 10' oc I - 6 • OVERLAP (MN) (Div. 3 SHEET A-1) TIGHTLNE . PORI. BAR 2' -0' • I6'oc (Div 3 SHEET A-1) e.-- SEE DETAIL 54.8.0 FOR FOOTING DRAIN CONSTRUCTION (DIV. 2 SHEET A-I) (6).4 BAR CONT. (DIV. 3 SHEET A-1) SOLID SUBSTRATE 4• CONC. SLAB OvER 4• ROCK OVER vAPOR BARRIOR 5/8x1�• AB. WV 2'X2X3/16 S.0 STEEL PLATE WASHERS • 4'-0' O.G. (DIv. 3 SHEET A-1) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. (2) NS BAR • TOP VERT. BAR (.3 MN) • 12' oc (Div 3 SHEET A-I) s vERT. J BAR GR60 • 6' oc (Div. 3 SHEET A-1) DAMP PROOFING ( DIV. 1 SHIT Al) HORZ. BAR 0 8' oc OVERLAP (MN) (Div. 3 SHEET A-1) TIGHTLINE HORZ. BAR 3' -0' • 12' oc (Div. 3 SHEET A-I) SEE DETAIL 9/P8 O FOR FOOTING DRAIN CONSTRUCTION (Div 2 SWEET A-1) (6).4 BAR CONT. (Div. 3 SHEET A-1) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER vAPOR BARRIOR 5/8••.10' AB. U.1) 2'X2'X3/164' STEEL PLATE WASHERS • 4'-0' O.G. (Div. 3 SHEET A-I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1• MN. EMBED (2) 8 4 BAR • TOP 03300-06 03300-07 - vERT. BAR • 10' oc, FULL HEIGHT OF WALL (Div. 3 SHEET A-I) .5 VERT. J BAR GRb0 • 5• oc (Div. 3 SWEET A-I) 04 14ORZ. BAR • EV oc (Div. 3 SHEET A-I) DAMP PROOFING (Div. 1 SHIT Al) ' '1 „---- 0 4 HORZ BAR • 10' oc (DIV. 3 SHEET A-I) I N*: • • • C) BAR CONT (DIV. 3 SHEET A-I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR D2000 TOP OF FT6 T. FOUNDATION DETAIL 3/4*=1-0* TOP OF SLAB FOUNDATION DETAIL 3/e=1-0' NOTE FOOTING DOES NOT SLIDE IN NB CONDITION FOOTING SPANS HORIZONTALLY. FOUNDATION DETAIL 3/4 NOTE: FOOTING DOES NeNSLIDE IN THIS CONDITION, FOOTINGANS HORIZONTALLY TOP of SLAB 0330G-08 1., 3/4'•=1 • - ( 11 . 8' 2e -0' 'FOUNDATION DETAIL IQ.*' AB nerxlille Sot STEEL. PLATE $4564Eits • 4 -EY DC 7 3 5..ffT EXCiel AS NOTED c. skEARIA,_ saerxtE MIR EMBED 12) 4 4 BAR • 'OP 04 pow_ BAR 0' 0.C, " COWER OHAERLAP Dry 3 SHEET A .4 ART BAR 16' OC. ACER.4A'E BENIDS (Dv 3 SI.EET A-1) TIG61TL NE DAPIPPROCFNG (Div. 1 SHEET A-I) SEE DETAIL '11.81, FOR FOOTING DRAN CONSTRUCTION DIv 2 'SWEET A-U SOLID SUBSTRATE (3) BAR CCNT (Div 3 SHEE A- 03300 ti••x10• A.B.W 2*X2^,c3/16' 5.01. STEEL -TE 1.11A54-ERS • 4'-0' CO. (Div. 3 SHEET 4- EXCEPT AS NOTED ON SHEARUALL SCHEDULE MIN EMBED (2) .4 BAR • TOP HORIZ. BAR i0' CO., r-6' CORNER OVERLAP (Ply. 3 SWEET A-1) •4 vERT. J BAR 16• 0.C., ALTERNATE BENDS (Div. 3 SHEET A-I) TIGHTL INE DAMPFROOFING (DIV. 1 SHEET A-I) SEE DETAIL 9.4.80 FOR FOOTING DRAN CONSTRUCTION (Div. 2 SHEET A-I) SOLID SUBSTRATE (3) •4 BAR CONT (Div 3 SWEET A-I) C I - i v I_ • 03300 AS. WI 2*X216' 5. STEEL PLATE WASHIPRS 4 4' -0' O.C. (Div. 3 SHE A-I) EXCEPT , AS NOTED ON ARWALL 1 SCHEDULE R.1_ EMBED. BAR • TOP vERT. BAR • 16' OC, ALL HEIGHT OF WALL (Div. 3 SHEET A-I) VERT. J BAR • 8' oc (DIV. 3 SHEET A-I) 14ORZ. BAR 4 10' oc (DIV. 3 SHEET A-I) DAMFPROOFING ( DIV 1 &I-IT Al) TIGHTLNE (5) '4 BAR CONT /2) AT TOE (DIV:3 SHEET A-I) SOLID SUBSTRATE SEE DETAIL 5/930 FOR FOOTING DRAIN CONSTRUCTION (DIv 2 SWEET A-I) 03300i 4 01- 5)84 AB ...I) 2 `X3)16' S.a STEEL PLATE RS • 4 -0' O.G. (DIV. 3 T A-I) EXCEPT AS NOTED s SNEARWALL SONE • MIN. EMBED. c.f.4 BAR • TOP .4 ART BAR • 12' OC, ALL HEIGHT OF WALL (Div 3 31-IEET A-I) 04 ART J BAR • 6' oc (DIV 3 SHEET A-I) NORZ BAR • 10' oc (DIv. 3 SWEET A-I) DAMP PROOFING ( Div 1 SHIT Al) TIONTL NE i-10fRZ. BAR 3'-0' • 10' oc (DNL3 SHEET A-I) (1) BAR (3) AT TOE (DIV 3 SHEET A-I SOLID SUBSTRATE SEE DETAIL TP80 FOR FOOTING DRAN C.ONSTRUCTI (Div. 2 SWEET A-I) RECEIMMO0-04 CITY OF TUKWILA PERMIT CENTER • V.4 F-0 0■1 rrs - LLJ Z LaJ 0 EU :0 0 0 oo >- 0 ) CCLUE) < < EU CC 11- I 0 LLJ CC W 0 Z Z IA coLLizu.1 cE > < - 0 < 0 cc cn LL1 0 0 a.. 'di H.- L.,- CC LL1 < 0_ co 1 - 1 - 1 - 1 0I W z F- LU u 0 (1) Z ( I ) !--1C uj 0 Z < ODOcc 0 0 0 cc CC cn Z <Z0r, 00z < D co w < I-- - <<,Cca_ cc < ()D Z o g z u) H- Li. at > cc _u u lfl °F- CCLL m alp 0 -7- I- TITLE JOB NO • SHEET P8.0 C EANO " PP !r/ LUM /NA /RE CONC WALK EX ROCKERY EX ROCKERY GRAVEL DR/ PP W/ 6A5KE WALL HOOP CONC. DR'YE QRA kfZ DR /YE SOUTHGATE HGATE PARK 20' PURL /C U71L /T1/ PEUESTR /A. EASEMENT ' 15' SD S /OF /L T/MTJON S`VALE SEED 4W, APPLY 1105 WARE AT Al RA7F Qr W LoI /AOTE NMI AORDOVAL S°AM Gig' RYAf2121E3 OF NAME 11E7IAAV PLANTS SUN AS AIL RUSH (SOPPL S AQ11114 VAL19/14 QP ACI=441 aff/PPIC OF RSV a2 X WANE P'.ALG6'DASA &t#UfY1 SiEDGE (CAWPEX CIIVLP14,4 OR OPEPS AS RECLINED BY 7Ir<r aTr. /VYA97E PLANTS St1OY AS CA7TAC MAYA LA71RE1.14 REED CANARr GiPASS (MAIMS A 4Y IGIMAMV AAO I art E' LOOSES71PMF aY7NRIAll SAL CAM4) .9/ALL Mgr Eir USi<D LAVER Awr draY'YTAP [ MATE,' LINE ALL 'PORK SHALL BE IN CONFORMANCE WITH N5 DOT (APWA) STANDARD PLANS AND SPEC/F7CA77ONS FOR ROAD, BR/DL7 AND MUN/GPAL CONSTRUCTION AND CITY OF IUA'WILA STORM RA /NAGE STANDARDS CATCH BASINS SHALL BE "PE 1 UNLESS OTHERWISE NOTED. TYPE // CATCH BASINS SHALL BE 54 - /NCh DIA. DRAINAGE P /PE SHALL BE PLL YETwYLENE, SMOOTH WALL /N11R /O? (N -12 BY ADS OR EQUAL), UNLESS O17/ERWI5E NOTED. PVC P /PE SHALL BE ASTM D -3034, SDR 35 CMP SHALL BE ALUM /NUM. 16 GA//GE UNLESS OTHERWISE NOTED. CATCH BASIN INLETS SHALL BE VANED GRA1F5 WITH TNRU -CURB FRAME FAR VERTICAL CURBS (SEE K/NG COUNTY DWG NO. 2 -017, SHT C -18) OR ROLLED CURB FRAME AND GRA1• (SEE KING COUNTY DWG NO. 2 -020 SHT C -16), AS APPROPR /A1t' CURB FRAME AND GRATE (SEE K /NG COUNTY DWG NO 2 -020, SHT C -1B), AS APPROPR /A .E Kr Pem YEF ES,' EDGE OF EX. ASPHALT DRAIN OUTLET AT BASE OF WALL DAYZ /GHTZO INTO OVAR/l :' SPALL SPLASH BLOCKS. V _ CB 38 CB 3 ° 12' SD CB 4014 CB 3 12'SD IO PEWIT ES�rT I•--, 5' 1/T1L /TY EASEMENT CB 2 CB 1 37/im Alf' Aar UZT' EASEMENT CB 9 � 12 S0 12 29 CO 27 8' .50 i FTC ORA /N 500 19 i /" 20 .e. �t - 1 7 Il iff Vir Nttrite0 Ar CB ' '' � Ill f ,'''l -.. VI II III 11 1illillik . WATER 4 �. CO URSE . - R A C T F /1LET 42X29 C4 D ARCH ��, SEE COJ 1 FOR ' LA BLOCK` RETAIN /NG WALL. SHOWN HERE 4Vb FOR CLARITY,/ (DRA /NAGS SHOWN 5 Lill Y . S • T Aillabbk 4 " R /DG /D PERFORATED PIPE \ 0 �� SEE WALL DETAILS /E 171.43 \ � �, `' h am , CB , �j ' n '4 08 18 -Q9 18A TRACT "A" 5' WALK/UT1L /TY EASEMENT - f11CM'Vr7r LAZE - nP (PACT 1191) NOTE AS-BOLT /NA 'UA AON /S AS OF 9/30/99. MANHOLE L /DS AND LWA/NAGE ACCESS L /DS /N PAVEMENT A/4E AV ATP: R/M ELEVA (IONS MAY CHANGE AFTER FINAL LA "R Lam` ASPHALT PA DEMENT HAS BEEN APPL /ED, Ago PIPE /N EX ROADSIDE O /TCH COPE W /6" OF 2" 10 4" QUARRY SPALLS GRAPHIC SCALE 0 20 40 80 1'•40' EX 15" CMP 1/ A 15' MINT SPAA(4Qr • AAV 271fc ESN '• 1526E Of £X ASPHALT (ABANDo4EO) At01E D FOLLOMINO Q9'S ARE ACCESS l OR JiVCIIOV S1RC/C1LRE.S /WI /NETS; AM7 /`1A & SQ.m COWRS 5, 18 ?a4 /412 24A1 29 29A. JO 4G. 4a4. 42. 461 EX✓S1AVG ROA05;19L' Laro1 WATER COURSE 160 1 15579 (12 N. 4 : 7621 4 15259 '12 75264 (72)VW' 25 26 1 9 .3OA TrP 1 .94 138159 ( 12 :'✓E) 143.24 (12'52 131.44 (36 NN') 14922 131.72 (35 13177 (36 14461 141.51 (OYEPfZ OW REV) 134.87 (12 NW) 13031 (B" NE OUT) 13196 06 14006 (N ACCESS) 14263 (M /DOLE ACCESS) 74407 (5 ACCESS) 1 5.97 135 2 1275W' 136.72 (12'V) 0.1 \ _ 29(7W :/) 29A(rYP /1) j 30(TYP NET VAG'L T AN ALLEGRE ENTERPRISE 188 0 144.52 138 77 12&LE%'38..77 (12 "SE,, 21( , 1) 136 74 129 7 /72 $ ' '29 74(2 '3124 ( 5 - 5W , 7 22 31(, - // \ 31,4 318 .31C(TYPE /9 32 33 34 35 36 37 374 38 39 40 15310 \ \ 4, 151.72 \ \ \ 42(TYP /9 \146.49 \)(3._ \ 43(TYP 106. \ `NO. l \ 41,1.);t 220.26 64 , \ 169.71 _ Lam\ i 45 46 130.06 / \ � T Goc : -E 14136 (I�J ` AR = � � R/ W 8 CA TCH BA&W DA TA "way a Or S 117111 RACE OBIS ARE 117 FAQ Or aver mew areas ARE PieE317NT.J ‘11Lala M Y 11/CPLnr 1 222 32 219 31 87Vr 2 218 21548 '87,1,5) 21200 21067 4 21052 4 204 75 200.10 (8's), 20205 (9 5 18613 15122 (8 15' 7 3 (12 WW), 181.0,2 (1271E) 6 18969 186 09 (/22) 7 174 77 17173' 72 S1V, r71, 66 (12710 B 17443 171. 2:17IH' 9 17463 17172 f8 5t) 10 18896 18154 (12T) 11 18010 17579 (121V, 17569 0275E7 12 17930 175 47 (12 SE' 7513 (12 NN,' SM'i 13 18838 184 42 /12 NW) 14 18320 17684 (12 SE, NE) /5 17785 17411 (121142, 17409 , 12 SE) /6 17681 173.55 (1274a0, 47136 (12 17 /7455 77050(85E) 18 174.97 17004 `0k£RFL OW &EV) 17000 (8 NW 1618.918 160 67(36 NW, SW,5£)160.67(8 GY/T) 18A 17545 16645 (8".909, SWj' 16595 (12 NW 16065 (36 NW SE, NE 1 605A / 8 - NE OUT) '7595 '7324 ': 2 ".S'W. 'SC' 55 '..3 � - E 74 ,, N 0t00 — S 1,37TH SIREET 12' 519 REMOVE 154.90 15155 156.00 151.62 145.69 150.33 143.45 176.53 171.21 159.97 15269 152.67 fl-ACH C/A 01/A 1 / EX MOM SD I DGE OF EX. ASPHALT • 127 73 1 W, 119 6 / ; '72 'I 11955 (12 NE) 15280 (12 NE) 15180 (122 150.0(121f9, 1485 (122;17577N67 14749 (12Z W) 14574 (12W 14554 (12 E) 14531 (1227 if2 , C8#1.35 RIM 173.74 (122) 166.58 (12W) 166.31 (12)V, 166.26 (12 E) 16810 (12"S) 15737 (12149, 15727 (17 E) 14.939 (12 SIY; 749 14 (1271/149 150.43 (0VER12 OW &EV) 14093 (8 NE 00T), 14082 (36 SE, SW) 14850 (12 SE, 8 iVE), 141.45 (36 SW) 141.35 (36 14868 (8".50; 13985 (122), 1:9 77 (8 S) 1,38.75 ( g'SW), 13807 (15N) 10116 (12 'SW) 10100 (15".2V, /02 97 (15 NOY' 21785(14;' 16512 (5 "5W) 128 (75 SE2 128 08,15N0') WATER COURSE 7 EVEREn PHONE: 334 -6010 SEABEE PHONE: 743 -6140 ItN v Ay 94 tk e PLANNED RESIDENTIAL DEVELOPMENgo T"u LA FOSTERVIEW ESTATES `F DUJARDIN ;; DEVELOPMENT COMPANITArcENTER o N W ko kJ PI co C • 10' UAL /Tr EASEMENT 5" U17L /Tr EASEMENT 1fOR7 5' UAL /TY EASEMENT 5' U71L /TY EASEMENT r #res 33 37 4213' M4* AV Att c' flat a4]EX7 WATER COURSE WATER COURSE \ N N. • \. N N • SOUTHGATE PARK I EX SAN MN /9 -30 RE 1877 /£ 181.6 ALL MA/WAXES S'1ALL .HAW 'Axon AM, SAFETY STEPS SENER APE .SMALL BE PI.C; ASIA/ D -J034 MN . NOTE AS-81//L7 INFORMA IION IS AS OF .9/30/99. MANHOLE LIDS IN PA kEVENT ARE IN ATP. RIM E EV TIONS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PA {OIENT HAS BEEN APPLIED. ALL MANYCZESSIVALl CHAMS12E9 10 MC CROW/ OF PC SEWERS EX. SAN MH /9 -31 RE 208.4 /E2022(8'N, S & EOOE OF EX ASPHALT SPEC /F/CA TANS ALL RCO �4 9 At STAAVARO nar C RAM 07Y cr ILlastA PlA9LIC wars MVP CCWSIR CAgN AND AEJ ZG1 IENT STANDARDS AMD VAL Ktr SENER D'STR,C'T STAAVARD SPErIFICARMS MAV*2ES .9/ALL or 4d-#. ? RAAk7FR, TYPE 1 ON ELVE?Y1A t COWS PC MAAGNVII f SWIT OF lI E RISER AB OW i c COW SHALL BE 24 M Ava1z %' . f7P'41l AM7 COWIE. BST SECTAW SJVALL GL'WTAIN A PRETA61 Y ATED L::W iTIT CHA/WMEZ w/17ER GLASS ° r2V V PLASTIC Laer BY GU LIAER LTD aw EQUAL. 1 J A E ' , W f R T RE WI WI' .SEWER 9 / A L L ITE A A O M M U W O F 41 f 7 BEZOIV PIE A~ AVERT ZWVAR WS EX. SAN MN /9 -32 RE 237 /6 230.1 a SA% IIP. WS 46 / 4 ' w 0 'XI' r 9' LVT �r) a M'1?'(Rr EX 061100 �rt� NOM. SEE &'17S C -15 At C -16 FOR PROfiLES 1 15 AMY .peokAar s \ \ EGGS Ar EX ASW /AL T \ (ABANDOWEDJ \\ \\ \\ \•\ \ Ye. \\ \Z G r P \ t NORTH GRAPHIC SCALE 0 20 40 1 " =40' 80 \ MAN/1Q4( pA74 PIPE OA TA I Q W/1 Na • ft t2 1 2 9 -55X 1 712 2 3 4 6:51X 4 5 1940 3 5 6 173X 4 6 7 261,$' 7 11 14 JO0 5 B 19 10.35X 1.9 9 884X 6 .9 10 535X 10 11 1198X 7 11 /2 14. 95X 12 1.3 8 66X B 13 14 .529X .9 14 15 724X 15 18 1520X 10 16 17 .545X 17 15 224X 11 18 EX 1446X 20 19 1513X CO (LOT 32) 20 122X • WA7ER COLAFSE" i `EX SAN MN /10 -.33 1 M EDGE OF EX ASPHAL T FOSTERVIEW ESTATES 12 13 14 15 20 189 17a 70 17227 16 /7 1 0 18 120 90 1.9 18609 EX SAN MH /1O -37 5`— = __— �- APE 146. 1 73 1 STREET /6 734.1 (8' /N) IE 1338 Or OUT) EX SAN MH /10 -32 RE 14985 /6 14211 (8' W) If 14745 Or SJ /E 141.35 (5' E) R/W EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPME RECEIVED NFIN OFTUK OFTUKWILA P h '� PERMIT CENTER DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE 334 -5018 SEATTLE PHONE: 743 -6140 Nv f ? are 17169 /5977 15935 18141 17 17287 17129 177 79 16963 169 .53 166 96 166 72 187 20 17042 17073 163 72 163 42 15922 (FROM MH 159 22 (FROG MH 10) 158 72 !OU 147 90 147 45 14295 142 65 13548 135.18 131.90 (FROM MH 14) 131.77 (FROM MH 17) 131.41 (OUT) 146 73 13547 135 32 11150 110.95 17563 (FROM MH 20) 175.54 (FRCIN MH 8) 17514 (OUT) 197.58 7f z < U) W ' w �, F_ ha W � 3 Z 0 U W U) c W x� u w ww W ■ > W W CCI --(/) I_ U) 0 Q w Z)" 0 C z .o 0 tL N , O O CO cri 0 0 w CD w C -12 I i 1 -6' 45' ARV (1Vx �� L01 LA7'a ALL /i19/01E9 H)TPAN1S .'TALL BE .22 /tClaW 1a 17C INFER D 7RCT YARD By NC CONTRACIDP. s f - e; 27..SdLIIP 07AVW7E 11000VC STANDARD NOTES ,. AAPROCNA IF L OCA 7 OVS OF EASING Ul71J1ES HAW BEEN '.A9TAUi07 iRL'iI1 AMIABLE REZI;iyuS AM ' A4 95vMN fUP 02ViVIf1t710E 7HE GL'W1RAC7ZW 9VALL BE RE3POASIBLE fa? iERP7C4 NOV or LOCA TAW S7)0mN AAV FOR aCSCbiDPY OF POS E A00/7I2VAL UiL/TES NOT SNOW .SC AS I AMINO DAMAGE QP .26114 AC LA.i' V1RAC1D? SHALL CONTACT 17C u1z/1LrS IlAVE7PGiYOUV' LOCA170W LEWE7' (1- Aa0- 424 -55&V AMP 70 GL'i167M,477OV l?E OMIIl7? LYP M5 REMESEATA1Iif 9YALL OE L:OVTACIFD F A 077//TY CONFLICT C T EA2S'TS 2 LYWIRACT W .'YALE AVTO7' L7K5'11P/C7 E71AA VE27? AAIVOINAV OF 48 II MPS AV AOVANCE L ALL RE01,fY1S FDY STAAIK lES7AV4 OR 0.5ECIA2V .� C '1 RACTAP IS RESPCMCSEILE ID? L 911RCY AT 1M O STAA7$2 4 COVIRACTAP SMALL 'UMW/ / 94C2 DRA MIN^S MR APPROVAL WEFT REWIRED BY 71C GCTAL SPECF/C4MS6 MV FOP VARIA1ZW 17Pall 1?E EM'AEER3' OES/ON 5 L:LWTRAC7A4 '?ALL AKSTALL Etx.M MENT 11 ACTA2PDAACE M11N MAM'FAC7VRE PS RECOMMESVANCP4 MD /725 9°J<7a e..4 7q' AAV L'1Y L 17.0011CA STAAVARDS 6i LOWIRACTO? SMALL MOWN ALL MATERIALS 7 ALL II N 1E - RMAW R1cLr 9%ALL 6F DUCTILE A4ON €2A4SS 52 PUSV LW a2WT OR ACCWANCAL ..4c4w) IENT- L/M (4M9 A21. 4,1 £X775WOR aa4TED NTH COAL TAR 1 ACS' TALLA1x / 10 BE AV AGL'LROAACE IMIf/ A/AMAFACIllifFS RECUSIDIVA17OKS ALL /7T71/42S' .A'JALL SE CAST APCiV AAV .91ALL LYAAMMI 7a APPL/C4BLE POP DOW ar ANg STAAVARD A21.14 A21.11, 815 Old 4 AAV A21.5.1 NM/ A AlAINIA'AI/ PRESSrAP1E RA 77NC Or 150 P.9 AAV 1111 BE IEA NT -L4ID. a ALL GATE" VAL IfS 117 BE AA'.l7:LE7P. ALL HYDRANTS' 10 6E AllA21171! 14 CAST NOV Alft2/AMIC'4L .ASiWT SEZri£ CMPLAVCS AWNED 11. TAPPAC .SZEFhES -SHALL BE 4/111ZLER CAST INN . CV EPDXY COATED TED S1EZZ. OP ROMAC SST W7H STAAILESS S1E12 FLANGE: 12 C.LWTRACT$ LS RESPOVSEILE ID? if71071VC ALL £ STAVG POT 7*F3' AND 9713' FOP G>✓Y PLOI LL'iltNC1R4V Cl/T - -AK$ AAV L/iE" TAPS 1.1 3 1/'Y FOOT AANIVIAI1 COW? MVP ALL $41E'RWA4Y PIPES 1 L1rH2OPER 717 PAY FOR STA1F GLi'.WTY AAW dTY AKIPE 77CW FEE 15 ALL AETE7' L24 TiLi1t5 10 6E GCCIPrAIVA 1ED MI171 MN 7FR LIKSTRJC'T 1725 .SriPE77AV1E71 NaENT. 1S ALL £.1ZS'PVC ME M)Vi'AN73' AAV A/ANT TO BE OPERATIONAL PAIOP 77 GO WCEME7VT OF L: LW.S'T14rAG'AIGW. 17 M7 LY/AACES ARE 1 171 MAX" IVFM#JT MRY77EW AA9A7& L BY 7PC IAD /125 9Z+ICR11V7DY7- ENT C W LAt67 AC'T ENGINEER AAV 1M GYTY Or 1LM'MCA Pate Haws FAWNED?. 1a REIZI? 10 MD /125 CCAVV1A5116 AAV STIDAR12Sy AND 70 DE LYTY Or 11AMILA STAM7ARID SPEOF CA 1761YS' FOR ALL REMAIMM ^ M711Y AAV PETAL 1.9 RROMCE 3/4' SF7PNGE 1.N 117 TAP WANE FOR EAAY CAWING M647Z ? MEM? ?Lt A/A.11A'AV ALLOINWLE OPEA/ 11P17YCH 9YALL or e /EFT. 21. Slow PIES SHALL ELF COlER1ED DIRAV ALL PEIAVDS P)4 /TAMW 22 MIMED PROVE.? C 1/PACACW AAD mats11APF Cal 17P1'I 7EST RE VIAND AAD GMS OF MIST REPO? IS SLEW 77ED 10 This' LI S1WT ENGIVEER. ALL COMPACTOV MVO? PA WV AM 7RAFF7C AREAS SHALL LC ATM MAbONUA/ twain- MODO7E9 PIPGCR7R PDP AS11/ D- 1157. ALL 017CR AREAS 10 or A2M' MAA211. V NASTY AA22,159 P14171^1GIP. 21 ALL VA iE3i PPE NH:WAN1 S AAV .SEPWLYS 10 1711E M S112° 10 BE AM2WED AS PART or ALL APESSI'APE ASO PIAP/TY 1EYTS NO E•ICFP1JGNis 24 7RAfFIC LDN7PC0. 9IALL 6Lr AV ACCOYDAACE 111 711 CITY Or 1tilrlfCA RIECYAIPIAIEN1S 21 ALL P/PE AMD APPIAPIDVANCES 10 6E 113'WED 10 M►1MW 10 A E7 Or ANY CCMCCRON PCiWR lAWESS OPERMISE AA°14V&477 or EIYC,i11EFR. 1I£ AMPEX ThWIEr6L'COW' SHALL 6E PRONIiIED AT ALL SE111 7EF$ VAL iFS OR 071E7? APPURFINANCES WERE AVIERNAL ftaAE3' REWIRE RL'Y1RMNT !warm SNAIL 611 Av ALLOWANCE MI171 MD /125 STAAVA/PCS 27 17C WRAC AAV D W#ECALW 0170 W IER SfS117/ S7'/ALL 61E M►1A 3'. E'D BY ND 025 CONCRETE OR! CONCRETE OR /b£ RE1101F EX d910 Lp1retrra e' N' V //Eff8' Il' 1 -e; d"OM(1Vx MIME' BMW CRAP //C SCALE 0 20 40 1" = 40' / - /' Mf SI IE (1v x Ii/ 011ICIFF 11.0074' 1 - 2- '10805r AMY (F MD i l25 Li7A[ 1.1) 11 CRINS 1 -ezir 11/ XIV 1 f - fvi mew (f1 rats 1 - r t*4r infirm x Ap 1 - r x 6' /EAGER AA/ x ANf 1 - NWRAMTASSNr(57.3'RIM) MOTE lOCIIIN EDGE OF EX. ASPHALT EXPIRES 3 -15 -00 DEFLECT I*IIR MMV MAX a.25' *IONT N11 AWAY 017517 Q� , vC MOTE aEFLECT I1 I1DP11/AUV MAX Cr 25' PER 0451WT AS AEFLiED 10 LOCATE MN1ERA/AIV AS AOC41ED ON PLANS WA TE CDU 5' MNLK/t/71L/TY EASEANT PLANNED RESIDENTIAL DEVELOPMEN FE ILA :: FOSTERVIEW ESTATES `'' ' 'j "ry DUJARDIN DEVELOPMENT COMPAR MIT°E AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5019 SEATTLE PHONE. 743 -6140 96152.00 C - 13 • '1 11 STANDARD CODE NOTES Date By Desorption s 11 ..,,s,..„ ► +>'r \ wAs NIAILL - THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. 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I li i"P;fe Ifbil r a 14't 4 °f ;0 P • WI !Oli 4:1 40 1 9 a tit; 4,11 t6 I II : $ � J,1 g nil k WWI; Q 4 lif - • � Ililliii;:il 1 k -4 4 latilig 110: , _ i 1,1 I Ja. 11 414ii! 4111 'Ili:01 1 lif ki 161!1;1 jr 1 I94i 1 � r oa' d g s W � 9i s all M a g 0 ig i t• ° ES> �r 6i hi on�� A 11 I N >> • 1 4°114.414 0 i tki 6 1 O 1 ,1 4 1 S 1 0 ,,Igd,,,_ .wr ii 1 gi11011 fi 1 ir l itibi- if! fill 1 ili :lei l i 1 1 , (i„ , 0 I - i 1 i 4 i i II 11 1 11 I ' A l 4 1 i il ill 1 i i p 4 ii s I li II I 1 1 I it; p Li S gi I! I 1 �g SYMBOLS AND LEGEND FAT,- DC VENT Ot. -CA " HIR ae+S +e' 5m CFM P1 -K TC.'►EN CC CP" "11s1 -U 1QLE 4.0135E FATS bDO CR1 Mhl VTOS ,11140LE 44QJSE Ex.+...iST FAN CONNECT 4 24 HOUR ' "'"ER - 00 . MMt 'JTO T41ER - OSTAT • Se' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BATTER` BACKUP INTERCONNECTED »'?JR IAN 1 ECHANICA .. PLUMBING AS ID ELECT St5TEF' FOR WTS: PEA : V. 15.16 SEE SHEET AI A PRl v1DE 6' G ; J 1E TER FRESH AIR INTAKE FROM 0u7S'DE TC 5Ttl AIR °_ENL' AT PJR ACE LLLTH MOTOR D R.OW DAMPERS B PROl?DE THERMAL ExPAN510N TANK AT WATER HEATER C. STQ WATER ►EATER TO FRAMING TOP AND BC'Tom D. PROVIDE PRESSURE RE_tEF LINE J 9 D1 DI 2x8 CRIPPLE WALL ABOVE, TTP r 6050 2x8 MALL L �FP -Ifd1 T -6 1 DI > G I2' -8 3/4' r 1 1 I.. 8' - ✓1' Unfinished Basement CONK. P -24 L1 L L Garage CONC CFP -31 Deck P.T. WOOD 6068 c T -3' (FP -161 2 D1 L_ (FP -14 T -3' — L 2650 1 S' -4 I/4' 5 DI T -4 . J 4' -9 I/2' J IT D1 28 4 FOUNDAT16N /LOWER F 1 DI/\D1 V2' GUE OVER RDGID INSULATION GLUED 70 CONC STEM WALL. 3' -9' FP - I4 j 2x8 CRIPPLE WALL ABOVE, TYP 1 13 FP-27)- — D1 FP -24 NOTE: SITE SPECIFIC FOUNDATION PLAN TO BE NCLUDED W174 EACH LOT SPECIFIC PERMIT PACKAGE DZcoo -Zoo 11 CP in I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES J (FP -1 (FP -2 (FP -3 I (FP -4 ( FP -5 ) ( FP -6 ) (FP -i) ( FP -9 FP -10) (FP -II ) FP 12 (FP -13) (FP -14) (FP -15) (FP-1e) (FP -1'1) FP - IS (FP -I9 (FP- 20) (FP-22) (FP-23] L SEE CC /ER SHEET FOR ALL GENERAL NOTES AND RE4WRE±" ENT5 2. SEE TYPICAL '1ATER;AL5 LIST OK 5ECT1CN SHEET 3. SEE CC /ERN-E T FOR ALL_ NOTES ANC REG1NREIENT5 CONCERNING 1 ECIANICAL. Pi:V/3Na AND ELECTRICAL 4. TRU55 DESIGN BY MAMF. TRUSS PLAN 5610UN 15 FOR GENERAL LAYOUT O L,°' SEE D /. 6100 SHEET A -I - TRUSS LOADING SEE D$v. 010001A SHEET- A -! - MISS SPAN PER o 'OOR PLANS - TRUSS TYPE PER ROOF FRAJ-IN G PLAN 5 ROOF FRAMING 5PActNG. 24' or UttO 6. ROOF P1TC44- EXTERIOR PER E:EvATION INTERIOR PER SECTION_ , RAFTER TAIL 2x4 /ERIFT e . RC/JF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9 . ALL HEADERS ARE 4x10 DF 2 ' JNO. PROVIDE <I) TRImMER STUD JP TO 4'-0' SPAN: AND (2) TRIMMER STUDS OvER 4' -0' UNO. SEE D 06100 SHEET A -' CONCRETE STET" WALL 8' WIDE WITH MIN. 15'x„ FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE_ STEM MALL 6' WIDE WITH MN 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL !INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON :GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 1111.4xW1.4 WWF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div_ 3 SHEET A - 6x6 POST ON C1566. 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) '4 BAR EACH WAY. SEE DIV. 3 SHEET A -1 CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div_ 1 SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' o.c. UN.O. 14' MN 5W LENGTH PER UBG SEE Div. 6 SWEET A -I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 FOST ($CAB POST AND BEAM WITH$ 2x4) ON 90' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST • gEAI -! SPLICE I POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. I SHEET A -I ELECTRICAL SERVICE: PROVIDE (1) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (!) 5/85(8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE Div. 16 AND vERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 01002.2 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'XI' MAT FOOTING ON SOL ID SUBSTRATE W/ (2) '4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30')<305<1' MAT FOOTING ON SOLID SUBSTRATE W/ (2)'4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36536'X2' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY STUB STEEL 12' INTO SLAB • I2'oc FLOOR JOIST SEE DIV. 6 SHEET A -I 4)(8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I FP -21i MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST (FP -24j EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING E POINT LOAD TRANSFERING DOWN Qv POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE' BY KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION ?O BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF 5l -TEAR WALL TYPE OF SHEAR WALL t777 WALL ABOVE lassogila WALL BELOW NOT! UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS v J RECENED CITY OF TUKWILA RCP 0 6 PERMIT CENTER z 1 ti TITLE H- v) w E-4 -) cc Q r w rl H- W `` cc tZ r.14 O F■1 i ■ 4 D D el H Lu Z g2 c _ F-- i ; 0 Q 4'1 a w d d JOB NO.: 9' BASE PLN B2000 -059 A2.1 99090.22 • SHEET • 111111 I 11 J JL JL ! ?l a 4,c147 ? �77 MAIN FLOOR FRAMING PLAN 2x8 PT DECK JO15T5 • 16' oc. ea/ ?x DEM** OVER EXTE? POET INR1 DECK BELOW TO H=OOTING 2x8 PT LEDGER aV 1/2' LAG BOLTS • t2' oc STAGGGEFED AND L1128 JOIST WANDERS II J i I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I ) ( F -2 F -3 F -4 F -B F - 6 J F - ) F -5 ) ( = -9 ) ( F -I0 ( F - Ii ( F - 12 L SEE C.OvER 556'EET FOR A,- G&ERA. NOTES AiND REQ. +REPENTS 2 SEE TYPICAL !`+ATERIALS LIST ON SECTION SHEET 3. SEE CO .'ER5►EET FOR AL_ NOTES ANC REQUIREMENTS CONCERNING P C 4,NICAL. PLUMQpIG, AND ELECTRY'AL 4 TRUSS DESIGN 15T MA1+LF TRUSS PLAN SHOuN l5 POR GENERAL LAYOUT CH..`" SEED ✓. 6100 SHEET A-. - TRUSS LOADING SEE Dtv. 01000n...1 SWEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING 24' oz. JAL0 b. ROOF FsITC+ -4- ExTERIOR PER ELEVATION INTERIOR PER SECTION •T RAFTER TAIL 2x4. YERIFY. ROOF TAIL AND RAKE OVER34ANG PER ROOF PLAN. - ALL. FEADERS ARE 4x!0 DF 2 JN.O- PROVIDE : I TRfr?1ER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN -O- SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING:. SEE DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL Ur_cT - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET 4 -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS ) TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM 1 EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO L ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS IF - 14 ) 2X6 OVERFRAMINc • 24' OC 2X6 CEILING JOISTS s 24' OC C 1 SYMBOLS & LEGEND e• POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN y `�� `• Q � POINT LOAD TRAN5FERING DOWN W/ LOADING Q HANGER POINT LOAD TRAN5FERED BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION 1 Qv +�' O BE USED ON FL WITH OOR BELOW gIGNATION STxx — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL ------ - - - - -1 WALL ABOVE MEE= WALL BELOW NQTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS CITY OF TUKWILA V 1 PERMIT CENTER t C- 0 a 0 n 2 z x ti F W 0 Z CC 0 CO r Co LO r CIL: LO '70 w ') C X cn C O L n�CD It n CX TITLE JOB NO. : 9909022 BASE PLN 82000 -059 SHEET A2.2 99090.22 b L_ ifl SYMBOLS AND LEGEND FAN- DIRECT v£NT TO CNUTSl'DE - BOTHR.7 50 CFM t" flN - ICTC«EN 7✓ OFM t1 - Isi+OLE M- OX 5E FAN 100 CR1 Mkt ✓T05 4IHOLE HOSE ExHAuST FAN CONNECTED A 23 401R T>'1ER - CFM Maa VTO THERMOSTAT • 50' ABOvE FLOOR IiD• 51 DETECTOR PER L C WITH BATTER BACKUP R•(TER COMEGTED 24 -.C' "'-'ER 'iI4 LE H.CUSE F.:+N GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL i OF GLAZING 2246 SF 262.2 SF 11.7 % 5F IS CALCULATED USING THE REQUIREMENTS SET FORT:- N THE wASHNGTION STATE ENERG`" CODE REFER - C ADDITIONAL DOCtJ NTATION T O SUPPORT ^1ETHODOLOGT OF PERFoRmANCE CO! : ANCE • J T1EG.ANe,CA._ PLUMING. AND ELECTRCAL !SYSTEM FCR -NITS. PER :Iv. 15..16 SEE SHEET AS A PRRO'✓!DE 6' D: A."'ETER FRESH AIR ° TAFZL FROt' OUTSIDE T.', RET RN AIR PLENUM AT FURNACE WI•.. r1QTOR''=^ FLOW DAMPE B. PRO✓!DE THERMAL EXPANSION TANK AT WATER .EATER C STRAP WATER I -EATER TO FRA!'1NG 'OP AND SC'TO 1 D °RO,iDE PT S'S1RE RE- IIeF L•E F I'!PJED C -_^ • r- 101/2' 16'-3' 24' -0' Deck P.'. Iwwoco 8' -3 V2' 2' -II IR' , 2' -n' 5'- 101/2' MAIN FLOOR PLAN 4'-p V2' L 4' -4' 2' -S' D2c z w to M \ \ \ I GENERAL PLAN NOTES I. SEE CO' /ER SHEET FOR ALL GENERA._ NOTES AND RE "ENTS 2. Elea" AND AIR OJAILITY 1NFORR?'1. TIOW SEE Dtv !1 SHEET 4 -I 3. SEE BuILDNG ELEvAT FOR WNDDOW OPERATION SEE Div. 8 SHEET A -! A. SEE TYPICAL MATERIALS LIST ON SECTION 5HEET 5. SEE COv'ER 5 FOR ALL NOTES AND REQUIREMENTS COWCERRNNG !"EC A. CAL. PLUMBING, AND ELECTRICAL I FLOOR PLAN KEY NOTES P -I P -2 ) P -3 P -4 OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' GiuB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. CRAP POST AN BEAMS APPLY ! 2) LA`S'ERS TO TIv:SSE5 AND TM FLOOR JOIST SEE Dlv. 010025 SHEET A -1 1 3/8' MN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIv 010025 SHEET A -1 STAIR ASSEMBLY NOTES_ PER JBC SECTION 1003 A. HEADROOt'+ MIN. 6' -8', WIDTH MIN 3 -0'. B. TREADS 10' MINL DEPTH, RISERS 8' ` HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I IR' MN. TO 2' MAX GROSS SECTION DIMENSION AND .' MN. CLEAR FROM WALL, RETURN RAIL ENS. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5). E. COVER USABLE SPACE UNDER STAIR W/ 5i8' TYPE 'X' G.W.E. (2) LAYERS • CEILING AREAS. F. NTERMED.ATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTER SEE DIV. 010026 SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARO OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -I { P - ) EGRESS WINDOW PER UBC, SECTION 310.4 SEE D!v. 08600 SHEET A -1 (P -6 P -1 ) II P -8 ) P -9 ) (P -i0) P -II ) P -I2 (P -13) P -14 ) P -15 P -16 P -Ii P -I8 P -I9 P -20 P -2I P -22 ) P -231 P -24 IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 'T0' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MN. RUN IF MORE THAN (3) RISERS, HANDRAIL RECAJIRED PER USG, SECTION 1006 SHEET A -I I8'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO USG REQUIREMENT. SEE Div. 01002.8 AND S 54-EET A -I D. 5/8' TYPE 'X' GWE ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -I9 INSULATION MIN. n " SQUARE FOOTAGE MAIN FLOOR 995 SF UPPER FLOOR 1251 SF UNF. BASEMENT 950 SF TOTAL 2246 SF GARAGE 503 SF DECK / PATIO 139 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS, STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. RECEIVED WV OF TUKWILA PERMIT CENTER C O2 2 z ti I- v uI 0 cc u-I I F- O 1- w 0 U= a_ w J 0 X u w 0 Z p Q I- O 0 O (I) s z (r) yV s ei N- O O 00 0) TITLE ..kog NO.: 9909022 BASE PLN 82000 -059 SHEET A3 99090.22 10 L. d • 11 242 RFTR5 W 2x4 CLG JSTS • 24' o.c 21 LEQGQR - 4xt2 DP2 J L JIL Ilt - J 11 x I/2' Gl L1/8 1x 24F DF/DF 1 3/41x 11 111P5L F JL 1 TOP TO WALL L - JIt - 11: 1 JIL 1 3/4' x 111/8' PSL 4, xifd DF.1'2 !ms hl 1 1 1 1 1 1 \ p s I 1 I I Al1 - - - 7J UPPER FLOOR /LOWER ROOF FRAMING PLAN 1 J 5 ALL FLOOR JOIST ARE 11 -1/8' TJI PRO 50's AT !02' VERIFY W/ MFG LAYOUT. SEE Dl v. 06!00 START ING HERE I0J 1 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES F -1 t F-c l F -3 F -4 F -5 t F -6 3 F -1 F -S F -S F -10 F -!! F -12 F - 13 F - 14 F - 15 2 SEE TYPICAL MATERIALS LIST CAI SECT04 SEET 3. SEE CGER5►EET FOR A"- NOTES AN REQWREtENTS CONCERNING !'ECM.o.hcAL PLUMING G MID ELECTRICAL 4 TRLtS6 DESIGN BY MANU=. TRUSS PLAN SHOW) I5 FOR GENERAL LAYOUT ONLY SEE D / 600 SHEET 4 -1 - TRUSS LOADING SEE DIY. 010001A SHEET A - TRUSS SPAN PER FLOOR PLANS - TRU55 TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACING 24' ot. UNO 6 ROOF PITCH- EXTERIOR f'ER ELEYATICN INTER;OR PER SECTION 1 RAFTER TAIL 2x4 vERiFY ROB TAIL AND RAKE OEER-iANG PER ROOF PLAN. 9, ALL 1E4DERS A 4x10 OF 2 UNO PROVIDE , 1 1 TRIMMER STUD JP TO 4 -0' SPA'S AND (2' TRIMMER STUDS OVER 4 -0' UNO SEE C; v. O6100 SHEET .4-1 L SEE Cc /ER SHEET FOR ALL GENERAL NOTES AND BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIv.15 SHEET A -! RAKED PONY WALL ON TOP OF LOWER ROO FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAU`! WITH OUTSIDE FACE OF WALL 1i! ,CT - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM I5 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE vENT SEE CALCULATION SEE Div. 01002 SHEET 4 -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE Div. 06100 SHEET ,4 -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv. 06100 SHEET FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OvERFRAMING e 24' OC 2X6 CEILING JOISTS e 24' OC 2 OO O -Zoo SYMBOLS & LEGEND POINT LOAD FROM ABOvE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN Q� Qq POINT LOAD TRANSFERING DOWN W/ LOADING g� v HANGER POINT LOAD TRANSFERED BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION 1 v 4 VERTICAL STRAP WITH SIZE DESIGNATION Q t0 BE USED ON FLOOR BELOW 3Txx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ��- — EXT . ENT OF 54-IEAR WALL TYPE OF SHEAR WALL - -- !- WALL ABOVE ISSIMMIEt WALL BELOW NO UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWIxGS� CITY OF TUKWILA rl)h PERMIT CENTER z ti TITLE JOB NO.: 9409022 BASE PLN 82000 -059 SHEE' A4 —9-9090.22 T T T` 1 1` 1 1 � — — ,vl t u . /I v u v ( P -5 ) ( ( F -5 ) M. ET B 4' -9 1/2' 2 2' -8' 1 Bdrm #2 / 4 ® 5m BP ,- C " a .' r M. B R4S Rt5 FP-3 Bath W.I.C. l l5 ® ® 14R - ' r - (P -I8 3' -3I/2' 3' - : 3 3' -6' 5' -1' 3 i n O O ' 2 2630 H 1 ,UI 8-3 v CARPET 2¢ 30 2 Li e 2 BF - - 5 5C BP j P -1 ) L en o P -1 l '- 111/2, 6 (u1 ' lir P -5 l Bath z P - 1 B ® VINYL ( P P-12 ) 2 r -- 1 i I I L — 1704 �L N� 2 B Bdrm #3 [ P -19 ) 1 CARPET ) 10 \ / D 1 Utility 2$ ( P -12 ) VINYL 1` - - -I - 2 4 2 I \\ VTOS f 1;'II ) 1/._. — -' _ _J 2 SD 2030 . I I0' -3 1/2' 5' -5 1/2' 3''4 I I/2' -10 1/2' 3 1 P -IS) L Office CARPET 4 M ROOF L LINE BELOW M ON 2030 2030 p 14R p 3 FP -5 ) L_ SYMBOLS AND LEGEND -BAT -R _ _ ,_AI . 50 - ee1►•GLE 1r.OJ5E FAN 100 CFM MIN VTOE> WHOLE HOUSE Ex, AJST FAN C:gN4ECTED A 24 HOUR ` ER - i00 CFN't M. • /TO [T1 THER"xJSTAT • 50" AeO vt FLOOR C• t10v SMOKE DETECTOR PER uBC WKTy BATTER` BACKUP SRERCONDECTED =4 ;-,C. .R T.-ER H/ki5€ =,:.v PE.cr«iANCAL PLUMBING AND ELECTR SYSTF'1 FOR t1tT5 PER Y Iv. 15.16 SEE 51* Ai A ✓!DE 6' D :AWIETER FRESH AIR 1 TAI OUTS/DE TC RETURN AIR PLENUM AT FuRNAGE WITH "'10TOR:ZEr FLOW DAfF'ERS. B. PROvtOE TIFRMAL EXPANSION TANK. AT WATER WATER C. STRAP WATER .EATER TO FRAMING TOP AND BOTTOM. D pROv PRESSURE RELIEF LINE P...,/ DE • ti 8' b U2' 4' -5' 10' - 0' 1 n 2'-8' 8' -6 Ire' 28'-4 5'-6' W -3 U!' UPPER FLOOR PLAN 5' -9 1/2' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES ( P -1 ( P -2 ( P -3 ) ( P -4 ) ( P -5 ) P -6 ) (P -1) ( P -8 ) l ) (P -10 ( P -II ) I P -12 ( P -13 [P -15) L - 16J P -n [P -I8 (P - 19 ) [ P - 201 �P 21 �P -22 FP -23 ) [P -24) D lcm -Zoo L SEE CO iER S.•EET FOR A GOER.L MOTES AND REQUIREMENTS 2 ENEF Y At4:, AIR QJAtLITY f•OR SEE DIV. T1 SHEET A -I 3. SEE BALTONG ELEVATION FOR .. 71L o ERATION SEE Div 8 SKEET A- 4. SEE TYPICAL TI ATERJAL5 LIST ON SECTIGN 5+-EE T S. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONIGERN.4G MECHANICAL. PLUMBNG, AND ELECTRICAL OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'x' G.utB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FRO("' FOUNDATION TO 5i4EATHiNG WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TM FLOOR JOIST SEE Div. 010025 SHEET A -' 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Dl i 010025 SHEET A STAIR ASSEWIBL• NOTES: ...ER UBC SECTION 1003 A i-EADROOPI MIN 6 -8', WIDTH MN 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. T. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. i- IANDRAIL I MM. TO 2' MAX CROSS SECTION DIMENSION AND ! IT MIN. CLEAR FROM WALL, RETURN RAIL ENDS. 0_ INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS) E. COVER USABLE SPACE UNDER STAIR W.' 5/8' TYPE 'X' GW.B. (2) LAYERS i CEILING AREAS - F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002b SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A_ WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D- GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -I EGRESS WINDOW PER UBC, t ECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE , 8' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MN. RUN IF MORE THAN (3) RISERS. HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND (LEATHER STRIP. SEE Div. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002.8 AND 9 SHEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE. UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. • RECEIVED CITY OF TUKWILA til PERMIT CENTER Q co Q) C z A ti �w Cb 00 0) LC) I— Q L1) • Q CV o 1 C co al co LO O > 1 iNT cu D (1) (T n TITLE JOB NO 9 BASE PLN B2000-059 SHEE1 A5 99090.22 111 14311 SE 16th ST K\KAA\99\9909019909022 02-25-2000 12:22:45 Sheet: UP Workstation: ROOF VENT CALCULATION BASED ON 3 2 -1/7 HOLES PER VENT BLOC( ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1251 5F/3OO .417 SF OF VENT AREA REQ 100 % AT EAVE = 4.17 SF REQUIRED _ 0 % • 36' (MIN) ABOVE EAVE . 0 SF REQUIRED 0 ROOF JACKS AT 50 SQ. IN. EACH =O SC. IN,. Q SF 15,0 LF. OF EAVE VENTS AT 52 SQ. IN/LF =780 SQ. IN. =5,42 SF Q__ GABLE END VENTS AT 0 x0 = 0 SO. IN..O SF _._ GABLE END VENTS .4T _ x = 5Q. IN. =0 SF 1 _ GABLE END VENTS AT 18 DIA. •24 SO. IN...33 SF TOTAL VENTS PROVIDED ROOF JACKS = 0 SF EAVE vENTS . 5A2 SF GABLE END VENTS ..17 SF TOTAL SF OF VENTS PROVIDED - 558 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. USG 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH 2 0 ROOF LINE 3 LoW UPPER ROOF FRAMING PLAN L p2000-- 2'-0' ? I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES f F -I F -2 F -3 F -4 F -5 F -6 F -Z F -10 F -12 F -13 F -14 1 F -15 L SEE :O rER SHEET FOR AFL GENERA_ NOTE5 AND RECISRE 194TS 2. SEE TYPICAL. MATER'ALS LIST ON SECTION SHEET 3- SEE COvERSH- ET FOR Az NOTES AND REQWRET'ENTS CONCERNING MECHANICAL. PL SIEVNG. AND ELECTRICAL 4. TRUSS DESIGN BT MANI, TRUSS PLAN SHIOLLN tS FOR GENERAL LAYOUT ONLY SEE Dtv 6100 SHEET A -I - TR.jSS LOADING SEE DIV. 010001A SWEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER RCOF FRA: PLAN 5. ROOF FRAMING SPACING. 24' c_- UMO. 6. ROOF Pt TCi:- EXTERIOR PER ELEvAT:ON INTERIOR PER SECTION . 1 RAFTER TAIL 2x4 VERIFv 8 R TAIL AND RAKE OVERHANG PER ROOF PLAN. g ALL 1EADERS ARE 4/10 DF 2 UN.O PPROv1DE !'J TRINtiER STUD UP TO 4' -0• SPAN AND (2) TRIrt1ER STUDS OVER 4' -0' UNO. SEE D I v. 06100 SWEET A -1 F- i F -3 , F -11 BACK FRAMING AND SOFF T AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING. SEE Div.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROO FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL. UT'3CT - BOTTOf OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP 45OVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO SEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM CF BEAM EVEN W/ BOTTOM CF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUT1PS DOWN BELOW JOISTS 2X6 OvER - RAMING s 24' 00 2X6 CEILING JOISTS s 24' OC SYMBOLS & LEGEND 0 6 , POINT LOAD FROM ABOVE ry 0C POINT LOAD FROM ABOVE W/ LOADING W POINT LOAD TRANSFERING DOWN y Q� P r' POINT LOAD TRANSFERING DOUJN W/ LOADING dy'v- HANGER POINT LOAD TRANSFERED BY KICKER Qv HOLD DOWN WITH SIZE DESIGNATION 9 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION I INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE ZEGEsasit WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. CITRECEIVED ►KILA cF PERMIT CENTER • .. z A ti a _ W � 'Tr NW x zo - l FN • 0 • w F- 0 CT 0 0 0 (I) Z_ cc C z w rp ▪ 00 'Kr J _ LL I Z IS CO > L') y Q. CX 00 L) i TITLE JOB NO 9,.09022 BASE PLN B2000 -059 SHEET A6 =99090.22 L_ 2 d 11111111111111 4 r - -- 12 5 :12 a 5f • 12 51 11 K 5 4 11 SIDE ELEVATION 5:12 6' NORZ SIPft IIJ11!Ji!I1J1J11II 1111111111111 6' NORL SIDING 11 Scale V8' • l -m' TOP 9L ATE WIN 14DR 4 -IW_ U PPER FLOOR WM, i DR NCsT. MAIN FLOOR TOP PLATE WIN. I-1DR 3-GT. _ LOWER FLOOR REAR ELEVATION 5:12 5:12 \ 6' NORZ. SIDING SIDE ELEVATION 12 1 sn e III11111I1I TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 010003) BUILDING PAPER: (DIV. 7) 301 BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN•IN SOFFIT: (DIV. 7) 1/2' RE -SAWN PLYWOOD GWB: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DP/. 6) FRAMING: (DIV. 6) INSULATION (DIV. 7) GWB: (DP/. 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: (DP/. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) WOOD SIDING (DIV. 01003) 150 BUILDING PAPER 7/16' OSB OR EQUAL 2x4 STUDS AT 16'OC R -13 BATT W/ INTEGRAL VAPOR BARRIER FINISH PER PLANS (DIV. 01005) 314' T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT I /2' RE -SAWN PLYWOOD HEAD 2x6 JAMB: 2x6 SILL: 2x6 INSIDE 2x2 OUTSIDE: 2x4,2x3 2x8 U NO MAIN FLOOR D2 12 4 I Garage Office & 9 DI DI 12 FRONT ELEVATION Hall Erring (DINING 5E1' TRUSSES PER PION D) FLOOR J015T5 PER PLAN FLOOR JOISTS PER PLAN Unfinished Basement SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION D20(x).-zoo M. Bdrm. Kitchen BUILDING SECTION A -A UPPER FLOOR TOP PLATE RECEIVED CITY OF TUKWILA PERMIT CENTER � I F- E- _ E" w P w w O H w N J Lu *E Z0 0 V� 4 V• 10 I. z a 1- 0 O a 0 U (5 Cc z_ ° 0) V ICZL ti 0 JO 0) .10B NO. : 9909022 BASE PLN B2000 -059 SHEE! A7 99090.22 FN15H GRADE ,OP,`OF sLAS d)i P TOP OFFTG i • ,I � '•FJ,.:•.. _ .:v„ c NS. BASEMENT SLAB MUST BEN PLACE PRIOR TO FULL BACKFILLNG OF WALL. NO INSULATION BETtIEEN BASEMENT SLAB AND 5TEr+ WALL. TOP OF 5LAB 3/8' =1-0' .K 4' * ¢ 8' FOUNDATION DETAIL 3/4' =1-0' N.T.B. CIF 2x N • • / 2x4 -Qe IPIL (Se RIM. PLAIN FOR SCE NAi. •9EAT►a •47R •. Sd NAILS •3'CC • 5.42ttaL .00 wIO A 5HR WO. SCHED 2:4 STUDS -NAIL 5HEA'6444G a: 8O Id4R_5 • 3' CC 'O FAO. SW UNO CN 5618 :: a 50ED NAi ad N►LS • 3' OC • AL. ▪ .CRS • STUDS -.NO C •s Ss* -ALL SGHED 2 244 AT APP 5.1EATi- C JOINT , 4I6• 0 S S++EATwA•G .aq� 5TI DI4 STRAP - E .»C.+OR 4ALIL TO SC' RC FOR B.E.0 JP AFTER CONC ETE QIRE5; 175E 38 -I'dx2 ILt NAILS EACH 17ND 2 -2x4 PLATES NAIL S(TG TO EA ...ATE (2:5.5'•ABas E BEDMENT LIlt O. ON 5HR W ALL SC+ED APA LATERAL RESTRAINT PANEL -- TIGHTLINE STEPPED FOUNDATION DETAIL 5/8 AB. W' 2'X2')(3i16' 5Q STEEL PLATE WASHERS • 4' -0' OC. :DIv. 3 SHEET A- , EXCEPT A5 NOTED ON 51- EARl1ALL SCHEDULE „ r'IN. EMBED (1) •4 BAR • TOF •4 vERT BAR • Cr oc, RILL HEIGHT CF WALL (DIv. 3 SHEET A-;) •4 vERT. j-B4R•6'oc (DIv 3 5HEET A-!) DAMP PROOFING ( DIv. 1 51-IT AI; 'd HORZ BAR • 10'oc r -b• OVERLAP (MN) (DIv 3 5HEET A -I) es — 4_ PERT FTG DRAIN WiFILTER IN 24' GR4vEL BED (DIv. 2 SHEET A -I) (4) •4 BAR CONT. (Div. 3 SHEET A -1) SOLID SUBSTRATE 4' CONC SLAB OvER 4' ROCK OVER vAPOR BARRIOR 518'.x10' A.B. W/ 2'X7X3/16' SD. STEEL PLATE WASHERS • 4' -0' O.G. (DIv. 3 SHEET Al) - EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. (2)•4 BAR •TOP 03300 00000 - 24 •4 VERT. BAR • 10' oc, FULL HEIGHT OF WALL (DIv. 3 SHEET A -I) 5 VERT. J -BAR • 5' oc (DIv. 3 SHEET 4 - 1) •4 HORZ. BAR • 0' oc (DIv. 3 SHEET A -11 •4 BAR • 12' oc (DIv. 3 SHEET A - 1) DAMP PROOFIN , i Div. 1 SHT Al) 2' CLEAR (5).4 BAR CONT (DIv. 3 SHEET A-') SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER VAPOR BARRIOR • IIIHMINNINNI =IIIIII =IIIIIIIII IIIIIII IaIIi 11 NIIH nnuuu' mill I=_ =III11I=1111I =1i! 11I IIIII�I9J` NI IHIn =HUII sI) I I HHIIi H11H 1 W IiII , p - IIIIIIE ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION 09300 - 00000 -26 CRIPPLE WALL 0 FOUNDATION 3/4'4-0' _TJI - CRIPPLE WALL ® FOUNDATION 3/4' =1-0' 06100-03300-07_19 6T /TMTATA ■TAT *TATIS ' } ' Uu u U ObLE 1x3 I' CONT. SOFFIT VENT PER PLAN MAIVAIMIIAMI I Y IAI BUS - III „.• = IT ==I TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -1) POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONT •4 BAR Rim BOA4C 435 RAM5ET TO FOOTING FOR POSITIvE CONNECTION. PER JURISDICTIONAL REQUIREMENTS. 1tP ROOK •R.Y1K• (T11v &EV MU TTP ExigaoR •+A►i Cp6TRiC Od PER p'JN .C.4 • WEE' A COMMON , 19•131:R LOCATE 5►EAT►iNG .�I4' • CRIPPLE ;ALL PER ° -Aid SEE FO.)c AT1c DETAIL /5) BLOCKING OVER BEAM BEAM PER PLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES 115E 1x4 SCAB EACH SIDE TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -I) TYP. FLOOR FRAMING PER PLAN (DIv. b SHEET A -I) SOLID BLOCKING OvER SUPPORTS LOCATE SHEATHING JOINT • COMMON MEMBER 1 BOARD IR' RESALLN PLYWOOD • 5OFFT TREATED MUD SILL SEE FOUNDATION DETAILS FOUNDATION DETAIL C4' =T-0• ANTILEVER FRM'G AT FOUNDATION 3/4' =T-0" G oo- 00000 -23 15 �3/ 06100- 03300-02_TJI FOUNDATION DETAIL 3/4• =1-0' 3/4• =T - 0• 1 4k PER PLAN I' 3 I/1' FOUNDATION DETAIL PLAN 3/4• =1-0' FURRING DETAIL -'k vARIES POST /FOOTING CONNECTION 3/4'=7 -0' 06100- 03300- 10__TJ ILi3 /4' =T-0' a a. aIf SLAB ® STEM WALL TYP ExIBROR / ALL Gf1r6'R'.0 "ON peit a!A1b•ai *A .. 4• CLTNC OvMR 4' ROCK OAR ~OR a4 BARRE_R R C ROO INSULAT1ON 2XIC TREATED PLATE OF SE' 3 •' SEE FOUNDATION DETAILS 03300 T YPGA. EXTERIOR LULL CONSTRUCTION PER ° AN DIv. b SHEET A -L' I' AIR SPACE ,. BJILDMG PAPER HOOKED END MASONRY VENEER PE TO FRAMING Ev. 2 SQ FT. (DIv 4 5reet AU MASONRY v4NEER COVT. FLASHING WNEEEP HOLES • 4' -0' OG. TREATED MUD SILL (DIv 6 SHEET A -1) SEE FOUNDATION DETAILS TYP FLOOR FRAMING PER PLAN (Div.6 SHEET 8 - 1) TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -1) LOCATE SHEATHING JOINT • COMMON MEMBER BLOCKING OR JOIST • W4LL RIM BOARD 6' MN. VERIFY w/ GRADE CONTOURS NOTE THIS OPTION CAN NOT BE USED AT SHEAR WALLS 04200 02_TJI VAPOR BARRIER DAMP PROOFING (DIv. 1 5HT Al ) SEE FOUNDATION DETAILS 06100 03300 21_TJI TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv 6 SHEET A -I) 4' CCNC SLAB OYER 4' GRAVEL BED (DIv. 3 SHEET A -I) TREATED MUD SILL (DIv 6 SHEET A -I) SEE FOUNDATION DETAILS 08100- 03300 -03 15- FOUNDATION /FRAMING CONNECTION 3/4•=T-0• EXT. DOOR THRESHOLD DETAIL 3/4' 4-0" _TJI 4- 4 ^ +• 4' CONC. SLAB OVER 4' GRAVEL BED (01v. 4 SHEET A -I) EXT DOOR AND FRAME (Dv. 8 5HEET A -I) DOOR TH FLASHING AS REQ'D. (Div. 1 SHEET A -1) NERVESTRAL FLASHING 4' CONC. SLAB C/ER 4' GRAVEL BED (DIv. 4 SHEET 4 - :) 2x TREATED TRESHOLD TRIM RIM JOIST TREATED MUD SILL (DIv. 6 SHEET 4 -1) •4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING FER PLAN_ (Div. 6 SHEET 4 - 1) FULL WIDTH TREATED MUD SILL HANGER PER MFG TYP. FLOOR FRAMING PER PLAN (DIv. 6 54-EET A - I) EXT. DOOR AND FRAME (Div. 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D. (DIv. 1 SHEET A -I) NERvESTRAL FLASHING TREATED MUD SILL (DIv. 6 SHEET 4 -I) I' AIRSPACE TYP. •4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN TYP. FLOOR FRAMING PER PLAN (DIv. b SHEET A -I) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. • SHEET A -1) TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN 1)2 OW2C9 FRAMING /FOUNDATION CONNECTION 3/4• 4-0' 06110- 03300- 08_TJI i w ' ai X FOUNDATION DETAIL 3/4• =T-0' FMS► GRADE TOP CF DOEL y TOP OF FTG NOTE: FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING SPANS HQRIZONTALLY. 3/4• =T-0' 2'-8' EXT. DOOR THRESHOLD DETAIL 3/4• =1-0' 06100-03300-06_TJI FRAMING PARALLEL TO STEM WALL FOUNDATION DETAIL MIN. 7 Tho 7- FRAMING PERPENDICULAR TO STEM WALL I.2'•00 5' r. 29(2•x3)76' SLi 5 - FEEL P-tTE YiSERS • x -0 OG Ott 3 iEET d EXCEPT 45 NOTED ON Ste._ SC.EICti.E — POSE: '4 •4R Z BAR 0 -6' CORNER OVERLAP 'D v 3 5+EE A •4 �_RT BAR SAME 45 5768 STEEL SPACING 1Div 3 SH A -U Tiff+ :t•E D:7` OFNG DL V 'Sri' A -I) •4 ST!C FEE_ FRCi r G. • ,- OL (DiV 3 5HEET A -u 4' PERF G DQAN 1,F'LTER II♦ 24' 6ED ' D r 1 SEE' A -' • 50L 51.65 (2) •4 BAR CON' 'Dl/ 3 SEE' A TREATED MUD SILL 1(1'0x10' AB. Wi 2'X2'X3 :16' SQ STEEL PLATE 'WASHERS • 4 -0' OL. (D'v 3 SHEET -: ExGEP' AS NOTED ON SHEARWALL SCHEDULE " Mk EMBED. (2) •4 BAR • T O° •4 iERT BAR • IT oc. RILL HEIGHT OF WALL (Div. 3 SHEET A- DAMP PROOFING ' Div. 1 5HT Al) •4 VERT J -BAR • 2' oc (DIv. 3 51EET 4 -1; •4 I1ORZ. BAR • 0' .Dc r -6' OvERLAP (MN) (DIv. 3 SHEET A - Il TIGHTLINE 4' PERF. FT G. DRAIN WIFILTER T. N 24' GRAVEL BED (DIv. 2 SHEET A - I) (4).4 BAR CONT. (DIv. 3 51-EET 4 -!) SOLID SUBSTRATE 5' y I' -0' CANTILEVERED RETAINING WALL 3/4•4-0' 03300. 00000 -22 5 /8'0x0' AB. WI 2'X2'X3/16' 5.0. STEEL PLATE WASHERS • 4' -0' C.G. (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MIN. EMBED. (2) •4 BAR • TOP •4 VERT. BAR • 12' oc, FULL HEIGHT OF WALL (DIv- 3 SHEET A - 1) vERT. J -BAR • 8' oc (DIv. 3 SHEET A - I) •4 NOR: BAR • 0' oc (DIv. 3 SHEET A - I) •4 BAR • 12' oc L =2' -6' (Div 3 SHEET A -I) TIGHTLINE SEE FOUNDATION DETAIL(5) DAMP PROOFING ( DIv 1 SIT AI) 2' CLEAR (4: •4 BAR CCNT. (DIv. 3 SWEET A -I) SOLID SUBSTRATE 4' PERE. FT'G. DRAIN W/FILTER IN 24' GRAVEL BED. (Div 1 SHEET 4 - !) TYP. FLOOR FRAMING PER PLAN (DIv 6 SHEET A -I) TREATED MID SILL SEE FOUNDATION DETAILS) TYP. FLOOR FRAMING PER PLAN. (DIv 6 SHEET A -I) 1 03300-00000-26 1 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. b SHEET 4 -U LOCATE SHEATHING JOINT • COMMON MEMBER RIM BOARD TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv. 6 SHEET A -I) LOCATE SHEATHING JOINT • CalM0N MEMBER SOLID BLOCKING • RIM JOIST • EXT WALL PONT LOAD BEARING PER PLAN PERMIT CENTER ■ FRAMING /FOUNDATION DETAIL RECEIVED 3/4' 4 oe1o0'VJIL4 ■ ■ cis cD O CO G) CO L() l9 LO N X CCS LL TITLE ■ .JoB NO SHEET D1 0 • • - 0' mIN BELOW GRADE 2.6 SCAB •+.. 1x4 EA S:DE 2x (Y GREATER DEPTH THAN J06T5' ON SOLID SUBSTRATE TYP. DECK CROSS SECTION Witt E'E 2_ _ t►41 DEOK ELEvA' 5 3/0' OR _E56 - GSOYE F9•5►E'D GRADE . 2 • 5 //Z• OC (CLR KIST BALK 1.0' TO ExCEED 4' SOLO, BLOCKNG OA SUPPORTS 5J4 g TK C.OR DOK. G AT' O...- EDGER .. 2 Rc * c L ?• _ tG BOLTS A' '6• TYP. TJI FLOOR Fq :-iw 3 PER PLAN 2x PONY !LLAL:. 4. BEd (SIZE TO REDUCE Nu BER OF POSTS • 2 5'ORY CO•DIT,pN OR 444EN POSTS EXCEED 4' P4 LENGT:4 FINISd LANCSCAPE GRADE TOP OF PIER FLUSH JT.. FIN. Sub GRADE (3' BELOW F•IS AN SCAP NG T 3/4'=1 -0' 06200 - 06170 -1e FRAME OVER WALL DETAIL 3/4'=1 -0' SECTION ® BEAM 3/4' =1-0' 3/4' =1-0' ►tea OVERHANG PER Rd1i ! !�a s !SEE ELEvATK•1 I. HEADROOM MIN. 6' -8', WIDTH MN. 3' -0• PER UBC 1006.5 2. TREADS 9' MN. DEPTH, RISERS 8' MAX. HEIGHT 3. HANDRAIL MN. 34' TO MAx. 38' ABOVE TREAD NOSING. HANDRAIL I I/1' MN. TO 2' MAX. CROSS SECTION DIMENSION 1 I I/2' MN. CLEAR FROM WALL. RETURN RAIL ENDS PER UBC SEC 10065 STAIR SECTION DETAIL G AREL ER1910 6• ABOVE ELT' MIL OR Cr AEIO.E &aft ROL TYPIG& ROOF CO S - 0. r R!i C.R FOR ANEW. 2x EIL000ING •Y!H . 3x 2 VI' • ++o►ES.i" Ste. E, ED TR56 TAI, TYP. GLITTER FASCLA PER E_EvATiiN ITYP ExTERGR AL_ CONSTRrCTONi FLASK..* (D! v. 1 WEE' A') DBL OR GIRDER 'Td65 (PER °_AN) "Tr. ROC. SO.STRUCTION FRAM66 PER FLAN 141 • 48' OC. AT OUTSIDE FACE OF WALL 2' MIN - CLR FOR vt-.NTELATICN BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING SKYLIGHT, SIZE PER PLAN PROVIDE FLASHING AS RECOMMENDED BY MFG 1x6 CURB TYP. 2x4 • ROOF AND FRAMING MEMBERS TYP. G.W.B. • CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 07300 - 06100 -0i WALL STUDS BEYOND DBL J5T, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE i RUN DIMENSIONS 3/4' PLYWOOD RISER 1 1/8' HARDBOARD TREAD WITH EASED NOSING 3 - 2x STRNGERS TYP. UN.O. CENTER STRINGER WITH 2 - 2x4 STRONG BACK TYP NAIL WALL STRINGERS W/ (2) 16cl TO WALL STUDS 5/8' TYPE 'x' GWB. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 06100 - 01300 - S 4. INSTALL FIRE BLOCKING • STRINGERS TOP • BOTTOM 4 ADJACENT WALL(S) PER UDC SEC. 1082 S. COvER USABLE SPACE TINDER STAIR WITH 5/8' TYPE 'x' GUM, USE 2 LAYERS • CEILING AREA - PER UBC 100333.5 6 INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 3/4' =1 0e200- 08100 -01 )Z000 -Zoo nnnnnnr { EAVE DETAIL 3/4' =1-0' 3/4' =1-0' GABLE END DETAIL OVERHANG PER PLAN - OVERHANG PER PLAN TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 141 • 48' OL. AT OUTSIDE FACE OF WALL UNO ON SHEAR UAL 5CI•EDLLE 2x BLOCKING WITH (3) 2' • HOLES WITH SCREEN !SEE ELEv — A35 EXPOSED RAFTER TAIL I TYP. GU! Ttk 'FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BARGE BOARD PER ELEvATION 2X4 BACKER FOR BARGE - NAIL TI-RU SKIP SHEATHING WITH I•d • O.G. TYP. 2x4 OUTRIGGERS • 4' O.G. WITH 2X2 BETWEEN FOR TRIM TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATIONS -- BARGE TYP SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SHEATHING WITH Ibd • O.G. TYP. 2x4 OUTRIGGERS • 4' o.c. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER • NT. CEILING LINE (TYP EXTERIOR WALL CONSTRICTION) BALLOON FRAME GABLE END WALL 06100 - 07300 -08 08100- 07300 -13 L EAVE DETAIL 3/4' =t-0' 3/4' =1-O' SEE ELEv. D 3/4' =1-0' (TYP. GUTTER) \ FASCIA PER ELEVATION —` (TYP. EXTERIOR WALL CONSTRICTION) EAVE DETAIL EAVE DETAIL OVERHANG FASCIA PER ELEVATION PER PLAN 06100-07300 -12 + " 3/4' =t-O'' 08100-07300.03 GABLE END DETAIL EAVE DETAIL 3/4' =1-0' !SEE ELEv. SEE ELEV BAFFEL - EXTEND b' 480VE BATT. MSUL OR 12' ABOVE BLOLLN NSUL. (TYP ROOF CONSTRJCT ON Y MIK CLR FOR vENTl HI • 48' G.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 1X BLOCKING WITH !3) 2' • HOES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL BUFFEL - ExTEND 6' ABOvE BATT. INSUL. OR 12' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MN. CLR._ FOR VENTING 1-11 • 48' O.G. AT OUTSIDE FACE OF WALL UNC ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' • HOLES WITH SCREEN EXPOSED TRUSS TAIL I / (TYP. GUTTER) (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRUCTICN 2' MIN. CLR FOR VENTNG HI • 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' • HOLES WITH SCREEN 2X8 BLOCKING TYP EXPOSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEVATION TYP EXTERIOR WALL CONSTRUCTION 0600 - 07300'01 Oe�' TUKWILA PERMIT CENTER F 4 W 1� Vl F I- 0 w I- Z U iz L_ I- LL 0 F- d 0 !L w (J) J C; X W W S I- u) C z 0 w I- 0 a 0 U O U U z 2 0 S Co Co Ln co Lf� VS' ✓ O �6 (n ' 0 V k w 74 ' 1013 NO TITLE J SHEET D2 "". 1_ C016'11kC r Sr+EAW, +PPQ ALE e0 Rts'¢ -MPG PEQ S.EAfL..:.i SO EIXLE TJI BLOCX/46 TYP T_! FLOOR CCJN5'RY"IQ4 SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS . PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS TO FLOOR JOISTS ®FOUNDATION 3/4' =1-0' 17070-06170-16 3/4' =r-O' 170700610 -o7 3/4' =r-O' ima n�-o� 1 3/4' =1-0r TO. a_.*TE NALIrG PEiR SteAgNI�� SOEBLALE PER 540 _ 504324,LE POE_ EDGE • FIELD NAILING PER SC+Efl u TJ6 MOCKING TYP TJI FLOOR CONS'RJCTO TYP. usu.. cp6TRUCTiQN •/TH aiALL SIEATw4 PER SCHEDULE BOTTOi"' PLATE NAIL** PER SHEARWALL SCHEDULE 'PANEL EDGE d FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JO15T W WALL TOP PLATE NAILING PER SHEARWALL SCHEDULE TYR. TJI FLOOR CONSTRUCTION TYP. WALL CONSTRUCTION WITH WALL SHEATHNG PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3 /4' =r-O' NAIL FLOOR SHEATH** THIS AREA WITH 10d oc. EDGE5 10 d • 10' oc. FIELD BLOCK ALL EDGES 10 d • 6' o.c. PLYWOOD TO BLOCK% BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING THI5 AREA WITH Yd d • b' oc. EDGES 10 d • !0' oc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE I FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PL4N TJI BLOCKING • ALL PANEL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARLIALL SCHEDULE TYP. WALL CONSTRUCTION WITH J �I WALL SHEATHING PER SCHEDULE f7O70- 06170 -06 SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3 /4' =r-O" 1770- 0610 -10 6 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =r-0' NAIL FLOOR SHEATHING THIS AREA WITH 10 d•W' oc. EDGES 10 d • 10' oc. FIELD BLOCK ALL EDGES -- 3/4' =r-0" SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION CANTILEVERED FLOOR JOIST =r 3/4' -0" 17070-06170 -09 3/4'4-0' DOUBLE STUDS AT HOLDOLLN CONDITION TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE — TYP. TJI FLOOR CONSTRUCTION SIMPSON HOLDOWN PER PLAN AND SHEARWALL SCHEDULE SE1PSON HOLDOUN STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL HOLDOWN TOP PLATE Ne0I.sIG F'EIR�� SColEALE ri '2' R s'f %AiliG PBR St4 /Meu4 4._ 504ECULE 10dr• o .'IlV TORT OW POE_ EDGE • Flap M&* PER SCHEDULE TYP EX BROR ra4_ CO6T0JC"at 4 I ALL SoBA'- P.G acR SC:ED .LE TYP TJI R.00R CatSTRiCTON 2x4 PANEL EDGE BLOQCING TOP PATE NAILING PER SHEARIi:AL_ SCEEDILE BOTTOM, =LATE NAILING PER SHEARWALL SCHEDULE ID d • b• oz_ PLr1C. TO RI AIST PANEL EDGE 4 IELD NAILING PER SCHEDULE TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHNG PER SCHEDULE :YP. TJI FLOOR CONSTRUCTION 2x4 PANEL EDGE BLOCK** TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION PANEL EDGE I FIELD NAILING PER SCHEDULE 17070 06170 - 02 BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 10 d NAIL Y b' oc. PLYU.D- TO RIM JOIST 10 d NAIL • 6' oc. PLYWD. TO TJI BLOCKING TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 1 17070 - 06170 41 STANDARD SHEAR DETAILS & SCHEDULE D2Oco2oo ;A . - - JUL 3/4' =r-0' • I , 1 ' 2 to TYPICAL WALL CONSTRJCTION .: T►+ WALL SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRUCTION BOTTOM a ATE NAIL** PER SHEARWALL SCHEDULE TOP PLATE NA.L*G PER SHEARWALL SCHEDULE ANCHOR BOLT PER SGHED.:LE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4' =T-0• 17070-03300-02 TYP. TJI FLOOR CONSTRUCTION TYP EXTERIOR WALL CONSTRUCTION WITH WALL 51-BATHING PER SCHEDULE BOTTOM PLATE NAILING PER SSHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARLI4LL SCHEDULE CRIPPLE WALL (Div. WI SHEATH CRIPPLE WALL SAME AS SHEARWALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL ® CRIPPLE WALL CRIPPLE WALL (Div. 6) SHEATHING PER SCHEDULE PANEL EDGE I FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (2) •4 BAR CONT. (DIV. 3) ® CRIPPLE WALL - INTERIOR NOTE. ALL INFORMATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIN PLANS 17070-03306-03 1 • SHEAR WALL CITY OF TUK ILA 17070.0e170 -24 3/4' 4-0" 1700p.p93pg L PERMIT CENTER OB NO. TITLE SHEET Si TJI JOIST DETAILS • • I ¶HOLDOWN 1-0' STRAP AT FLOORS / 3/4' = HOLDOWN STRAP AT CRAWL SPACE 3/4' =1-0' 17070`08170-29 TYP WALL CONSTRICTION WITH WALL SHEAT.4NG PER SC-E LE DOUBLE SW BOTTOM PLATE NAILING PER SHEARWALL 5C-€ LE BLOCKING AND FILLER BLOCK DOUBLE .iCIS OR BEAM PER PLAN 17070- 06170-28 I°I 1 3/4' =1-0' 2,4 FLAT BLOCKING NAIL STRAP W.' 8d COMM • 8' oc. SPPSON CSi6 STRAP x18' LONG _AP 4' ONTO WALL OR BEAM AND NAIL UTH 8d COt1'1G • 4' oc 2Xb BLOCKING DRAG STRUT CONNECTION SHEATHING AND NAILING PER 544EARWALL SCHEDULE ROOF SHEATHING AND NAILING PER PLAN AND SHEARWALL SCHEDULE 2X4 LEDGER (2)* d EACH STUD (2)* d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4' =1-0' STANDARD SHEAR DETAILS & SCHEDULE 4' -0' NT5 .) 17070-06170-31 3/4' =1-0" 3/4' =1-0' INTERIOR SHEARWALL TO ROOF COND. © HOLDOWN STRAP ® FLOORS 3/4' =1-O' 3/4'=1 -'0r %C i 010 0 2CQ NOTE: USE 058 ON ROOF PER PLAN IOW 5 INI G PER SNEAR644.► SOS* 11.E WO '0 ISATG. SWEAR - •1114L&G Baas 214 CIF .. b0- TO •L470.4 &EARIL.a,. mAILING Baal WO 'OP PLATE PMEL EOGf 4 FELD NALNG PER SO./MULE TYP eIALL CCaISTRLCCN WTu 'ALL SHEATH&G SHEATH PER SC4ILE (2)16d 8 d NAIL • 4' oc. • EA. OUTRIGGER 8 d NAIL • 6' oc. TO TOP CHORD 4 BLOCKING 2x BARGE I Ix3 TRIM - 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATHING WITH I6d 2x4 OUTRIGGERS • 4 OG WIN JOIST HANGER • TRUSS GABLE END MUSS A35 CLIP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION (2)I6d 8 d NAIL • 4' oc. • EA. OUTRIGGER 8 d NAIL • (f,' oc. TO TOP PLATES I BLOCKING 2X4 OUTRIGGERS • 4' O.C. WITN JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION SHEAR WALL ® GABLE END TYP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE Tm0ao6100- 17000-06100 -19 SEE ELEVATION PLYWOOD ROOF CONDITION SHEAR WALL ® EAVE 3/4' =1-0' Q.) VACS AT EAO. STRAP DOT'Or• PLA''E NAL NG PER SEARNA ... 504BIALE STRAP +RJR PLAN 4 134EAR =AL.. 5 * ux 1444' TP 15"' taic 80.48 PANEL EDGE I FE1L NAL)G PER SC.EDuLE Tl EXTERIOR o.LALL CONS'IBIG' cr. B SALL S►EATtaG PER 5C -EDeLE TYP TJr BOOR C TRUC' GT. TYPICAL ROOF CONSTRUCTION 1.425 • 48' Oc. (3)8 d TOENAIL • TRUSS L5030 • 48' oc BLOCKING TO TOP PLATE 8 d•6' oz. •BLOCKING BLOCKING PER ARCH. DETAILS TYP EXTERIOR WALL CONSTRICTION WIN WALL SHEATHING PER SCHEDULE 3/4' 4'-0" 17000 H25 TIE • EA. TRUSS L530 • 48' Oc 8 d • b' oc. • BLOCKING BLOCKING PER ARCH. DETAILS A35 CLIP PER SHEARWALL SCHEDULE f TYP. EXTERIOR WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE NOTE; ALL INFORPIATION ON THIS SHEET IS NOT NECESSARILT INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 11070- 08170-20 ri h RECEIVED CITY OF TUKWILA WI 11 PERMIT CENTER 17000-06100-06 H 4 H w > WOO U O 0 < L - = O w c0 Lu CC z --- w z w Im0 w O > J a_ G � w LL • • Q ^ w Cw • < U ) CL Q w LU F- LU n w 0 ~ zz Jzo 0oo w,.>z ac c 0 O cc cr) QzZec Q Z0 U(fJ Q � () J Q Q Q Cl) CC a. U) 0 • °w0 IZ-JUU > w Lu Lu ca Z O a w � () co N- C) O CO c 0 0) C co 0 U) 0 U) U) m ()B NO. : TITLE SHEET S2 TJI JOIST DETAILS SHEARWALL SCHEDULE "'°'elje P • JW 2 Q It, - . 17• Gab CNE 510E YES 5/8' • 48' 16d • 12' 16d • Q' :a1 -4 �R 5/8' fade OW `.40E YES 5/8' • 48' 16d • 1D' I6d • I0' G2 -1 V!' C!6 !' SOE$ 6d YES 5/8' • 48• 16d • 8' ikd • 6' Ca2-4 OR COOLER YES 5/8' • 48' i6d • 6' I6d • 5• 5/8' Cite TWO 54DES FOR 5r8• PI-64 YES 5/8' • 48' 16d • 5' 16d • 5' PI-6 YES 50 • 48' 16d • 5' 16d • 5' P -4 YES 50 • 32' I6d • 4' I6d 04' 1A 0.515. PI -3 . ONE SIDE YES 5/8' • 24' 16d • 3' 16d • 3' P-3t USE 3x 5 \ PANEL EDGES ` TES 5/8' • 16' PI -2 USE 3x STUDS 11W O5B. %V SIDES (2: ROWS (2) ROWS P2-4 STAGGER SiEATNNC3 TES 5/8' • 16' 16d • 4' I6d • 4' JONTS U.V(2i SLUGS • PANEL EDGES S146'..st!‘t, DBL. RIM (2) ROUTS (2) RGL P2-3 YES 518'• 16d•3' 16c1•3' STAWERED DBL. RIM ILET'ERUAu,SER u.614 - 4 HARDBOARD, SIDING d• T , NO 5/8' • 48' Ibd • 5' 16d • 5' OR Ea3AL 1 R IC130 REPORT 2319. L L • I 1--- -• 56T828 TO BE USED w/ FICA PROVIDE THICKEN FOOTING w/ MIN. 3' COVERAGE ALL 81DE8 OF A8. 4) PLACES LOWER SHEAR WALLS Scab 1/8'.I' -0' FOUNDATION SHEAR WALLS n SYMBOLS & LEGEND ,4t ;.CAD FRON ADOv£ -V • _ 1 i f LOAD FR rt A tv LOADING 8 POINT LOAD TR.FtlNCs DGI* P01NT LOAD TRANISFER]NCa DOiU uM LOADNG POE1T LOAD TRANSFID BY KICKER 91ZI STxx HOLD DOLN WITH SIZE DESICaNATIGTI VERTICAL STRAP WITH SZE DESKah1AT1ON TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE r>E3iCi4ATION O INDICATES BEAM CALCULATION WITH NDExED I47•'IBER ExTENT OF SHEAR u:ALL TYPE OF SHEAR WALL --- ptj L ABOVE VININEEM Wd L BELOW NOTE: ut4LES5 OTo-IERWISE NOTED, E iCsINEERlt AND CALCULATIONS ARE NOT PROvIDED !N THESE DRAWNGS. 1 SHEAR NOTES ILES6 OAERIS E DESIGN CRITERIA I SEE C..L FOR DE51GN CRITEp.4 GENERAL NOTES L ALL S+EARL(.ALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (T PiCALL` SHOWN SHADED) 2. ANCHORAGE 15 FOR SHEARWALLS(PANELS I ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS 54-IEA.R PANELS. NAILS MAY BE SPACED • 16' OCIWIIN) PER TABLE 23 -1 - 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS 61 PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN UE -C REQUIREMENTS 4 - PROVIDE TWO STUDS AT ALL HOLD DOlil•! LOCATIONS. B. SEE MANUFACTURERS REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN STRAP, ANC' CONNECTOR FOR PROPER INSTALLATION 6. ALL F'LYWOOC OR GYPSUM SHEARWALLS SHALL BE APPLIED' HORIZONTALLY OR VERTICALLY ON STUDS. EDGES -+4LL BE STAGGERED AT CENTER OF STUDS ANC BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. 43. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFF'CIAL JZOCF 4 FLOOR 51- 4EAT4ING L ROOF 54EAT143-4 1/16' OSB APA RATE C SeEAT -4W (24/0). LAY uF W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR ExFANSION NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES 4ND 12' oc AT INTERMEDIATE SUPPORTS PROVIDE EDGE CLIPS • 24' OL. 0 ALL UNSUPPORTED EDGES. ALLOWABLE DIAP1 -1RAM 54-IEAR= i80x082.142pef 2. FLOOR SHEATHING: 3/4' CDx T4G APA RATED PLYWOOD ( 4E/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T46 EDGES AT LONG PANEL EDGES. NAILING SHALL 8E 10d AT 6' oc AT PANEL EDGES AND 10' oc A' INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR= 215x082.Illpaf 3. °LYWOCD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END mu itzr SAAR l'irilitt G 1/16' MAIN FLOOR SHEAR WALLS DZo -2oo r� TYP. • SHEARUALL DESIGNATION. TYP. • 81'EARWALL DESIGNATIONS UPPER FLOOR SHEAR WALLS i1oxr RECEIVED CT' OF TUKWILA 6 PERMIT CENTER SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS LU (J) co LO I CV x C c� O � cp CO CO TITLE JOB NO.: 9909022 199 B I SHEE! 99090..22 •