Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D01-161 - FOSTERVIEW ESTATES - LOT 37
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D01 -161 Fosterview Estates - Lot 37 4283 South 137th Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 79,83 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. D01-161 Fosterview Lot 37 4283 S 137 St City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite /00 • Tukwila, Wastlinvorr 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0370 Address: 4283 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor OCCUPANT .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: License No: DUJARDk204L0 DEVELOPMENT PERMIT FOSTERVIEW ESTATES - LOT 37 4283 S 137 ST, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 kkkkk *k *k *kk *k** * #kA *Akk kkkkk *A4kk *kkkAAkkkAik *kkkkA *44kkk *kkk Permit Description: CONSTRUCTION OF A NEW 1,849 SO FT SINGLE FAMILY RESIDENCE, 637 SO FT ATTACHED GARAGE AND 192 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING AND STORM DRAINAGE. k 4 k ** k# A k k A k* ** k k ***** k k k A k* k* k A A ** A k A k 4 A* k k A A* k *kkk * k A A* k A 4 k k k* A k A k A A A* k k A A k A A A k A A A Construction Valuation: iy 174,603.12 PUBLIC WORKS PERMITS: k(Water Meter Permits Listed Separate) Eng. Appr: �l'S Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 480 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N * k *AkAkkikirkkk Ak*kk*kkA A* kkkkk*** AAAkk*AAAAA *** A *kkkkk TOTAL DEVELOPMENT PERMIT FEES: 1; • 1,630.25 * **AA *AAk'k *AAA *AAAAAA*AA**A** *AAA*A AAAAA *AAkkA *k OWNER CONTACT Permit Center Authorized Signature: / ___ Date: 1 .9 Signature: Print Name: (206) 431 -3670 Permit No: DO1 -161 Status: ISSUED Issued: 07/16/2001 Expires: 01/12/2002 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A Phone: Phone: 425 - 334 -5013 Phone: 425 - 641 -5320 * k k A k k k k k 4 k 4 k k k k k A 4 4 4 Public: N A A A k k A* A A - A ' k * k k k A k k A k A* k* A k A k A A k k k ** * k k k k k * * k k k* A k k k A A k kkk A k A 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 oc cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to siyn for and obtain this development rmit. Date: 1 k4L„ This permit _nail become null and void if the work is not commenced within 180 days from the date of issuance, or if the wort. is suspended or abandoned for a period of 180 days from the last inspection. 45 Tt. Tenant: HVPEPN Parcel #. 261. k k - 4 kkkkkl•kk .0. 4 4 4 ir 4. le k to * 4 4 * * t k 4 k 4. , 4 I, 4 A Atka), # „ AAA, Ai yA A4 , Permit Conditin:: I. No chan9e, will be made to the ins the En9ineer anti the Tul Sulidino 2, En9ineereo draw oalclaricn: •hail be Thi :ire and available tc the buildinc, inspectc inspectL purposes. Documents shall bear the 'seal and iilnat Washin9ton State Professional En..inee! 3. Any e insulations bec 1:acerial hah a Flame Spread Patin9 of 2 .2r less. and ,atei shall bear ic!ert'- fication 3howin9 the fire pecfc,, - ,.1t - Inc.) thereof. 4 Sub9rade prepararion includirol diainaQe. compaction. and fill requiremer.t recommendation: 91 in the soils Tech:ht. All construction to be done 1-, conforoance with :toor..'ved plans and reouirementl:. of tne unifcrli Cuildino i."ode f1997 Edition.) as amended. Uniform M.:.shenical s E=.!!tionr. and Washin9ron State Ener.. Code (1:::r.') Rditicn/. 6. Plumbin9 permit: :hall be obtatneA th the Seatt7o *IQ County Department ot Public Health. Plumhih9 will be inspected by that 39enc. inc1udin9 9e: (L96-4722). 7, All wood to remain in placed concrete shall he treated 8. Validity of Permit. The i:suance of a nerit c:r apoTo..A! plans, specification's— and .c.oputation:. shall not be trued to be a permit fcn . :16 ,ACpc4:1',3! of any of the provisions of the buildin9 cotle or any other ordinance of the iuri.:oiction. No c:e.: or*a.,:um;n1,74 to Ove authority to violate or u !:'.ancel the prov! c'f code shall be valid. 9. Electrical permits shall D■:= oPtained thromih toe Wasninytcr State Division of Labor and industries id all elect. wori, will be insbected by that a9eho% - ti33 t 10. There shall be no occupancy of the buildin9‘s) uncil the final inspection has been completed the TuLwii6 InspecAor. 11. All mechanical worl, shall be under sef..ar.2.te permit ;:sueo the City of Ttiii 1. A11 permit—:, inspection cecords, an0 ar.brov,ed :oa!! available at the job site prio; to the stact af struction. These documer:ts ace to be maintained and able until final inspection apprtc,!al 13. Contractor shall notif Public Wor1-,: ;Jtilit at 206 of commen and coo;r=letic ztr least 24 hours in advach:e. ALL CONDITIONS OF FOSTER VFIW SH.LL BE MET. SEE L99013 .7.Hr 4 CIF 4 WHICH IS PART SUBMITTAL. ALL STORM 17 "IcSFM PVC ':NITAPA SEWEP PIPE WITH GASKETED N-12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIiz: :IN A LOT BY LOT BAAS THAT THE WON: Ha*: BEEN A;i:MFLI:HEr IN ACCORDANCE 4II THE GE PEa:'41MENT APPLICANT SHALL OBTAIN wArEP ME i''ERMir f:PW DISTRICT 4 AT :0(:;-24Z-947 AND SE4ER PERMIT Fr-:4 7ALIUE SEWER DISTRICT AT 14. Tempor3ry cihrH hat! t e: the ftr:t order tf hu:lne to t. :5ite or into dra'nae f:AcJ;M: 1•. The site hall have vermehet cont,,:! a: 9c..;d: compieted and the FinAl 16. The drivewa? :hall b aF0 :looed from the dri,fewa!,1 7A)r tl;)tt ..Furface. ) 7. Wor affecting tra flow: :ha!! t.e with the C t Ut 1 I I i t thloectoi Tr;iffit Cyl.t; he '.1obi9itted t the Ipector 18 FROM OCTOBER 1 THROUGH APP IL COVEF A E AND STOCKPILES THAT APE 31-11%; OP :4rP ANC, H. A T1 (4&L RISE OF 10 FEET OP MOPE ANC WIL1 Fr UNW9PiED FOP .;PETER THAN 1.2 HOURS. DURING THIS TINE PEP I4 .;;P OrHER DISTURBED AREAS, IF THE ; WILL ;:3E UNWORIET MOPE 2 fiAfS. COVEPEC; MATERIAL MUST BE T'''' JLE 1 I AT BEGINNING OF TJ PEPIOD. INSPECT Ai MAINTAIN TABILIZATIO WEE Li IMMEDIATELI 3EFT !:A.IP;NtZ, IMMEDIATEL'i FOLLOWING STPW:. FROM MAY I THROUGH SETTEMBFP 20. INSPT TEMRORAR EROSION PPE)ENTP:;i4 SEbINENT AT LEAST MONTHLY. ALL DISTURBECI Or' THE fITE SHALL , 3E Pi= STABILIZE 2 RIOR TO FINAL CON'UPIICTTN APPOVAL. 39. I h.eret, certify r.hat I have «L-ad v.,;!1 comolv wth thew a..F. , ,:t1!neJ wL11 oomoi:ed 7}t? 3rt cf .‘r wori. or Iccal I oer of Signature: Print Name= Signature: Print Name: OWNEP/4PPLP:ANT.:C I hereivy certify that I have re30 t7ft- .nd will with them as out!ined. All oro of Law ard d It this wor l. will be complied with. whether sveci herein or not The 9ranting of this permit does not presume ro 91ve ziuthortt,. t0 violate or cancel the provi.:.ion.:• of any other worl or Icca! regulating cor7tcuction or the oerformance of nO' Lk_ Project Name/Tenant: E LS�e ry lC.t..) ( k , £ b /- 3 7 Value of Construction: (G Tax Parcel Number: 21012DD -n7Q Site Address: City State/Zip: �2�3 5ou'11n t3�- , ��,• Property Owner: D LA. d Lt ipe 0 e,1 op ine rd-- CO. • Phone: 92S • 33'9 .S0 Street Address: City State /Zip: PD. f ox SoPs ry e,re:f< ., ■j1 R 162.0 t Fax #: 125.3'31.5611 . Contractor: ,. U. h Pei) 0.0vvh.-eiwrt Up • W31 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck , st%■. Street Address: City State/Zip: Fax #: For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Architect: • k a.I' p 1ex F r t r . ) n ; t e c - s 'FS. Phone: 9 2s• tc 1. s 320 Street Address: City State /Zip: V9311 3F I (dIVl . t? elltovw? R ciSo07 Fax #: 92Z. wit • s318 ) W Engineer. LV• ■ c. �C' e* z-e , ASS a c.. Phone: 12-5 7 7 I • ta212 Street Address: City State2i % lli � e C� EdrKo k� 9 Fax #: 9X6 .77 S. 0 23 to Contact Person: KQ. 7101er Pcyr l t5 to. 3. Phone: Street Address: City State/Zip: Fax #: Description of work to be done: 9-- Chas€ e) e.1,0 .F o PI4t -0 75 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: ® Sewer ❑ Septic (King County Health Dept. approval required - 296-4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 ®9Q sq. ft. Dwelling I 1 2 sq. ft. Covered Deck(s) W31 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) N lA 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 TUKI - '''LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE • Additional reviews shall be determined b the Public Works De ' artment ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut Start Time: ❑ Moving an Oversized Load: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Data application accepted: SFPERIvIIT.DOC 2/13/97 Date application expires: Project Number: Permit Number: Size(s): cubic yds. 0 Fill cubic yds. Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BU/LD/NG,OWNER OR AUTHORIZED AGENT: Signature: Date: Print name Spehrcn V1lIn Phone: Fax #: Address: V „ oo l eY N r ire cks I P. S • City /State /Zip: ALL SINGLE- FAMILY RESIDEN L PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED E A REGISTERED ARCHITECT OR PR.,rESSIONAL 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 WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ El Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross- section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 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 /Auttior/zed Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the;Stafe Washington,' a notarized letter from the property owner authorizing the agent to submit this permit application and obtainthe.permif will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DO'C' 2/13/97 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2612000370 4283 S 137 ST TUKW R020001428 BLH ADMIN Current Pmts DUJARDIN DEVELOPMENT Amount Payment Check 5571 BUILDING BOND /DEPOSIT Type Description RECEIPT Method Description 000/386.908 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: 5,142.00 Account Code 5,192.00 Total: 5,142.00 D01 -161 ISSUED 05/22/2001 07/16/2001 5,142.00 09/30/2002 01:32 PM $0.00 Printed: 09 -30 -2002 ,KAr4 • Accotint C0do 000/3 000/245.d30 000/3;36.904 000/342.400 412./342.400 000/32.1.100 000/245.930 k A 4 44k k44444A4 el1Y OF 1U IN L . 4***AAAA-4* VRAN9M11 Ot%mher' : P0100i9t t 1 t, 0 4 P31,iment Methoti: CHECg dotition: *OjAROT9 *VEOP tiLH Permit No: DOI-M rvoe.. DEkIPERO DEVEI.OPMEIJI Pio-cei No: 26i200-070 S,te Addres::: 428'1 Li? Yir Thi.s Pzoinient 1.t:2( ALL Plptc.,,; 1,7;0.LE A * * * * A * * A * * * * A 4 A * * * * A A A A **A*A 0 A A * * A 4 * .) 4 lc •/. 4 * - A Doiir:ripi;iQr) BUYLOIN6 - PLf-1N CHECg - OILITY ;ICATE. BUILD10 c';UPC:HAPOE 1143 P FEE - 10!.j FEE - 9TOP IAAIO LAND ALfERNtE PERlicr FEE LANL ALIEPIN(J PLAN +2HECV, ()7 ):ii) TOTAL A * *A *A * ***A *AkAk' ** AAAAA* AfA* AA AAAA* A *AAA*AAAAAk r11 Y OF 1 LJKWTI_.'A, WA 1 F.'ANSN1 I m *****A***AA***k* ** **k** AA** **AAAAAAAk *AAA *Ak*Akky :AA * *A *AAA ** I FZANSl41 1 Number: R0100671 Amount.: 100.00 05/ ?2/01 12:08 Payment. Method: C :I F C:K Notation: ions: l)ti;JAW'1)1 N DI- Vi_I OI-' 'nit: Eti.I.1 'iota' F +: c:'s : 1,518.25 [his Payment. 10(3.00 Total Ail Pmt , 3: 100.00 Balance: 1,4)8.25 k**** **kk***A** k* k** k******** k* k* kk******k* * *k* * *kkkkk * kk # *****k Account. Code • Description Amount 100.00 Permit No: D03-161 type: DI- VI-'I F,'M 1)1 VI -1 0PMI' Ni PF- IM11 Parcel No: ?61 ?00 --0 :470 Site Address: 4283 S 1'i'I S3 000/345.830 PLAN CIIFCK R S r COMMENTS: Type of Inspection: CC 4 Address: 71 Date Called: t Z Zia 61 - Specia Instructions: 1-0 11 Date Wanted: I ' t , a.m. p.m. 1 :-'L. Phone No: s f L -It F es- Lt (t <1Uk.A4+....? kiJtA... kAALLJA C LC 41)�t. .( .x. . � ry A 1 CIZEV1,1 T A. r 1 .--\ ,, Project: �C7 t 6V-) Type of Inspection: CC 4 Address: 71 Date Called: t Z Zia 61 - Specia Instructions: 1-0 11 Date Wanted: I ' t , a.m. p.m. 'Requester: Sc _U Phone No: 1 INSPECTION RECO Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 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: COMMENTS: G I t i - 22% t i - - UV r r'c4 % trv" fvo 1 f`3 ff t c 0 IM 'l-e4f a ve rerp \ ti _ i *Y• Special Instructions: ..\ v\l: � • AV w 7147)14)-je Date Wanted: a .m. Olz- `1 ') .V l 1^, e Requester: Oa/ / -f Phone No: j ! -'2� -3, Il' 61 -/ Proiect: kt/, eco - Ct..) f 3 Type of Inspection: !', / )2 / Date Called: - 04. _ Address: , -/Le. , L ,-/Le., /,J7 f' Special Instructions: Date Wanted: a .m. 1 -/ 01 p.m. Requester: Oa/ / -f Phone No: j ! -'2� -3, Il' 61 -/ L. INSPECTION RECOI Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 1 O ` 1_0.2 I $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: COMMENTS: Type of Inspection: Lv‘ i 1 Date called: ( I/2 i'el. 1 ; j Date wanted: i . t S 11... AY)) al (11L‘ Requesteq. IA 1( A 1 fr tA/V% 61/&t (,f( ti '4.?._ etely lt 4 i - - - - -,i 75) .2_ z c lyze I 4 , l* 1.2-(A)-: t - 1 C ( 4 S /?, ,4t- I. poet: t V 1 ax ,. c>,5 rp c-J Type of Inspection: Lv‘ Address. 4-2.-tz 5 0,7 ill Date called: ( I/2 Special instructions: 1 . - 0 3 7 Date wanted: i . t a.m. p.m. Requesteq. Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I PERMIT NO. (206)431-3670 J Approved per applicable codes. [2 Corrections required prior to approval. 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: 1 ° Project: /.., . t TI4 of Inspection: 1 r.... Address: J Date Called: -. ‘ Special Instructions: Date Wa te : 42 0 P.m. Requester: Phone No: coJ -i1 INSPECTION RECC Retain a copy with permit INSPECTION NO. PERMIT NO. F. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. OCorrections required prior to approval. COMMENTS: 11■••■■••■•1 Inspector: Date: / I 27. $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: z It ct 00 (n Ui 0 2 0 3 til ww 0 0 0 — 0 t ui ui U. t Z 0 Ea 0 Pro' Tf. / /G <t/ /� 27 ✓ 7 Type of In pection: -, ' 4 ,- -'C `- Address: </ S /37 Sr Date calle • ) - 7 OZ- Special instructions: Date wanted: j - /t .- ( .m. Re ucster: , Phone: <f2 .f: ') " ) q INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 O .- Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: CO �f'U T (at)CC. l � r%J- A Ye \Jo A_ Inspectorc 4Q 9 , Date: 7 - 1 - o $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tOAMEENTS: T p of Inspection: r c 'c� - f — Fob L . r 4f-! C SR 7/! 1.1-' / s f✓ i t'/ I- , d - Z ,, ,1 / -/e- r / 7 C-tJg .. (7 - 7,.) /+ Special instructions: Date wanted• f _ / (° 0 ! m. p.m. Request r; PhoUe c: - -. . , j 1 7 ...., 2 6 ,,,, 7 7 ,7 P ect• it- ie 0eI.. -; - / o t 3 7 T p of Inspection: r c 'c� - f — Fob L .. / 3 7 DM? ca1171 _ 6 Special instructions: Date wanted• f _ / (° 0 ! m. p.m. Request r; PhoUe c: - -. . , j 1 7 ...., 2 6 ,,,, 7 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid "at 6300 Southcenter Blvd., Sue 100. Call to schedule reinspection. ,Receipt No: INSPECTION NO. INSPECTION RECORD` Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - L. . �. 1 40 ' 2)04C I MPLed -e v e: I_ n r-1 rno wt i - \ - ' U e ,-- -\-e%t to i k t , . r : . Ct DO r wogs, ev, v1�l► r } 2 - IA t' {DSc`t us\Ft r'. S i∎ r Y'1r ci r to L5 4 s r‘ vnci i - p f I S 3.-) r . ' ` `2 , c7 a.m. Request r: Phone: tluet q CA. r1 � (77-1-7- ) Mu ii r r e r. j I` ra S t' Fig r'hr l v 0v%. Lo I .. 1 9-e( � NC4i \ l v1 r Av\, r -4' i Project: }{ j(S d 1..� 4 f /V Vh u) I - L. . �. 1 40 Type y - Inspection: +/ t f jI I 1 to . to N t( l i / l , k I kt t ( s3 5. AddJ),�ssy Jr . Date called: / ( 1 - 0) Special instructions: Date wanted: a.m. Request r: Phone: INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: H i— 0 R l 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: 1 P • ject: .oai. . - . ~ A 3 Type of Inspgction: . . ( 4 4 4 �, f Adds J Date called: ( fz/u 2 i 2 - Scial instructions: Date wanted. .m. ) 1 212 \ m.,... /p 1 Reque }ter: Phone: t .), 3 0 'C.v6 y INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: Inspector: < r PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: /? 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: COMMENTS: Type of Inspection: ,� / n/6 4 1 4 t /-/ f ' ✓ Date called: f /,Q //� / .) Date wanted: / / .f r 1 ( a.m `, ` Special instructions: Requester Phone: P t: / /Ot 4 �; r- S e," 1 - ?7 Type of Inspection: ,� / n/6 Address: .5 --C . f 3 . 7 s Date called: f /,Q //� / .) Date wanted: / / .f r 1 ( a.m `, ` Special instructions: Requester Phone: r INSPECTION RECORD Retain a copy with permit ,j » 6/ PERMIT NO. yor Itt' (206)431 -3670 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 10 Approved per applicable codes. J Corrections required prior to approval. lnskector: Date: $47.00 REINSPECTION E3: / at 6300 Southcenter Blvd., Su �� REQUIRED. Prior o inspection, fee be paid e 100. Call to,schedule reinspection. Receipt No: Date: COMMENTS: .- 6, ) j -y "1 ;,r / 1 i� 4e-, f,e,..) -h . . / ):! /) 34 ) , : ,3 6)'e / r Address: 1 12, , 3 S• �. -'' / 1 .' - ., _. ' , . / •) f ')7 - 1 4 5 " /( /( t✓a --5 .- '1 " -_ � / ,+ /�!' / J.'1/ r` 2 `' ' _. k e / ,Jii "r^/}� 2 r111 L)'itt -,4 Date called: - :? ,/ . 7/ ...-9''' `,il .f /r: , 7 : ) /,-1/ 5 .' :i ) Y ,, / /j- f , ('mot` /;7 / I../ - ',-, f `7 : , -‘? i=? 6 -- r ' 4,7 6 W* r° ?� ., ; ' - / ':),.: / . V c'. Project: r / c' `S "/r'' / /'..e. -c1 .I -y "1 ;,r / Type of Inspection: / r. -"'Th 7 jX11 L� Address: 1 12, , 3 S• �. ? :� <5" Date called: - :? ,/ . 7/ Special instructions: Date wanted: • / --.,? /1, / a.m. ( p.m Requester :. Phone: 4( 2 5 - : , , . " 1 , ' - 2 4 : 7 - ) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 1 c;, ;ice;'`, ') $47.00 REINSPECTIO FEE REQUIRED / Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: j G * 2 / ' -: 'r ( 4 '/ 1 44,4 ... n C c (.. ?, s - / ,6 7 i ( / ( s - r -- e ' ,-._ .:t/ G... e ) 0 .k.?' - ,.�' , - - r • /— c' "'` / <: / Se ) /C . -.)77 ( % N .,---- 67 ; t // /IC/ r .%i l'- / c.. r='e:i.,• 51 P ,-.7/ (.:"- ,CT/o 6 e S. c'' — - ,. r 41,9 ' ,/, . /, - ) /' 1 1 r - ! cry / !rt,/ 4,- . , i ..,, ' , ; . /j • (£ /-) //S , ii ,- . 1c c /c 'r i _/ ) ; S ! `t r-... llr -17 /.• ( 7,.' � f.-.-- , 0 , >e %"v ?, i/ (71/2tr' -e f , /,� 2 72 _-1 't/ // )/ fF ,:i—I, S --7/ // ' ‘, - }'l1 i'J,*) J i , Phone: P , � / f / 1 o f e/ // ee ) /' '/ f 2 J Type of Inspection: .1 / 1' J , 6 Address: 4/2 , 5 - 5. /;i ? 157 Date called: / ,/,-,,//e.-2/„.) Date wanted: / / 7 /fir'' 4), a.m. r p.m) Special instructions: Requesters. - ' Phone: INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ` t , 6300 Southcenter Blvd, #100, Tukwila, WA 98188\._ (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPE9TION FEE REQUIRE ._Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: it .__ _ 5' f1.1 Ze Address: 312 S ✓.? 7 # 51 Date calle : ; / ;7/07 2,1 .,, 7/ i9 ..0' G</e // c'c./. 4/c J ' .4 / ) / / Reque ter: 3ncj • '~ i'l /7 r tt.d ✓" _ 4-75 / a .5 .09.04? alle', -- j- Proje Fr ? S• ,/ e0' , / r -1.4 1 20 I 3'; Type of Inspection: it .__ _ 5' f1.1 Ze Address: 312 S ✓.? 7 # 51 Date calle : ; / ;7/07 Special instructions: , � . () Date ant / /,Z/ 8/ l a.m. p.m. Reque ter: 3ncj Phone: 92 '-7. s'/%' -- -?- 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ln Date: . e+i• ? f <..�..: c < I A? /.1 F„ / I CTION FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcknter Blvd., Suite 10 Call to schedule reinspection. / U $47.00 REINSP Receipt No: Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)43 1 -3670 Corrections required prior to approval. Pro ect: , /7-:-/e":- ;•- f`j ctt../ 2c i .3 / Type of Inspection: ` ,.s -_. c , // gd�tet, . �) 'y -ms .�, t ,1 ,; ..f Date called -- • cr+. Special instructions: Date wanted: 1 / S ' a.m. Requester: .. `:, - i'l . , . 7-- Phone: INSPECTION RECORD CJ7 /, Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ■ 6300 Southcenter Blvd, #100, Tukwila, WA 9818; `4 ( 206)431 -3670 Er Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: r Inspe tqr: Date: JJ / ; &; / U/ ' / •4 t .. A A A .C. .J4.. J'$47.00 REINSPECTIQN ESE REQUIRED/Prior to inspection, fee must be paid at 6300 Southcenter;'Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: Project: p_y-lt ,,sz_.,. 1/4i,a_. J....,, Type of Inspection: �y ,: . \ Address° z A 5 , , Date called: t i r i 7/0 1 Special instructions: W '" ) I Date wanted: k t � a.m. p.m. Requester: rt LI cL Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECOD Retain a copy with permit ui PERMIT NO. 00131-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9/7/01 n. PILMA tit) IL Inspector: .6 Date: Ej $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: COMMENTS: / 3 7 7 Type of Inspection: __ t" / >_ �./ /id .de.., r%t-tJ4/Z rrr., e- / „ <, d 7'7Ia.9. v¢ , 7/4 :,-41/4- f/' �sAr.- ira.. - C et e 1- -L / (�� .. ! ..4 0 Gt." d 3 rritli /C-/ ,43-1 `.a S ,...,...k, / r ( 44 , t 4, it /f -/ , ede f s F= , Requester: Phone: Project: f /4wv / 3 7 7 Type of Inspection: __ t" / >_ At-t**r r' Address: 6,� 4/7 �+ - / 3 7 S i . Date cal( • � ,' , � / % - Special instructions: Date wanted; // /di, ; /v ? te r -, -a. . (p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit $47.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd.,)Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 rrections required prior to approval. Date: _ ' P ject: e.. � L.4:217..,,,, , / T e tpe- 19 NOt ddress: i S Sty, . , -�p� 1 r3! St Date called: f 1U(lq / Special instructions: Date wanted: Ca.ri 2 -10( p.m. Request P h Po n , e• �� l INSPECTION NO. 113 = 'roved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 LO PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspect Da )eb 2 A 2 / m 7.00 REINSPECTION FE REQUIRED. Prior t linspection, fee must be paid 1J ( /at 6300 Southcenter Blvd. /Suite 100. Call to scdule reinspection. Receipt No: Date: P jest: Typecalf lrypecti9n: 7 ie$3 ! 7 Date led: 2 P Special instructions: Da w d: -7 _1 f a.m. p. . Requester: r)itk (J Phi ? r)�. G' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 l spectol: Approved per applicable codes. COMMENTS: Receipt No: 7 INSPECTION RECOR Retain a copy with permit Corrections required prior to approval. Date: Date: (206)431 -3670 $47.00 REINSPECTION F E REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter 81vd J Suite 100 Call to schedule reinspection. P T• t A D ate called Afi I Special instructions: Lo- - -7 Date want a.m. wanted: J* / p.m. Requester: { r P h o n 2 5 ' I 1 2(.71 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: at 6300 Southcenter Bl INSPECTION RECORD Retain a copy with permi l / Date: PERMIT NO. d., Suite 100. all to schedule reinspection. (206)431 -3670 .00 REINSPECTIO FEE REQUIRED/ to inspection, fee must be paid Corrections required prior to approval. Receipt No: Date: e � 5-i& rLVi J -LoT" 7 Type of Inspection: T CVtiNt 7 Date called: Arc ddress: S . `; — I Si- 142 ES3 Special instructions: Date wanted: � t l a Re t{I ICE, Phone: n — -2-1 ° e t' g ? INSPECTION NO. INSPECTION RECORD Retain a cap) permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Cgi Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: Inspector I Date: e w - } $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: Date: PERMIT NO. (206)431 -3670 Project: tot Typ f Ins ection: d ess : . 371 si Date called: ecial instructions: Date wanted: ir j0/ 0/ p .m. Request) (! l Ph ) ,,, . � 7 -o 0 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TIJKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 71 SG(''r 2 S = X( ) 40 1 , /0 ►v I Dat 6 _ 9,$ /".- 470 REINSPECTION E REQUIRED. P or to inspection, fee must be paid 06300 Southcenter BI d., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. Corrections required prior to approval. PERMIT NO. OIS (206)431 -3670 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Retaining Wall Plan Review Fosterview Estates, Lots 36 through 40 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 Dear Mr. Fowler: 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 3. Retaining Walls for Lots 36 through 40, prepared by Terra Associates, Inc., dated October 3, 2001 As requested, we reviewed architectural plans prepared for the reinforced concrete retaining wall to be constructed along the rear of Lots 36 through 40 of the Fosterview Estates project in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. We reviewed the Plan Sheet P2.8, Architectural Site Plan, prepared by Kappler Architects, P.S., dated October 23, 2001. The project plan indicates that the previously proposed upper wall has been deleted and the height of the lower wall has been increased. A single reinforced concrete retaining wall with a maximum exposed height of 8.17 feet will now be constructed in the backyards of Lots 36 through 40. Based on our review, it is our opinion the plan is in general accordance with the geotechnical recommendations presented in the referenced reports. The lateral pressures recommended (Letter dated October 3, 2001) for the lower wall with the surcharge slope have been used in the design and are appropriate for the planned configuration. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences DOH October 24, 2001 Project No. T- 1515 -2 Mr. Bill Fowler October 24, 2001 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. 73e,l/1204a &Ad/A Bernard.P..KnolLII • Staft • ..220aml■■• -.ow— • Principal r•?■;' 1 rr- CC: • i;;;;%),Istlif John-K;ppler, Kappler Architects, P.S. I ) , 1••■•••••.•••••. • ...m.o... ••••••••....... 'To 1 1:11 C° j • • •■•■■••411•• .„ , 101234101 d. Project No. T-1515-2 Page No. 2 nc9 00 uj 0 15 VI a 2D 8ca 0 11J w ° Lk* 0 z t.) Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: TERRA ASSOCIATES, Inc. pepL / es To Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences ogi'L L Lc?TS Subject: Plan Review Fosterview Estates, Lot 39 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc , dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 As requested, we reviewed architectural plans prepared for Lot 39 of the Fosterview Estates project located in Tukwila, The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTION ,� _ J I ,, We reviewed the following plans: G�G x x • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.7 and P2.8, Architectural Plans • Sheet P6.9, Site Section for Lot 39 The project plans we reviewed, which were prepared by Kappler Architects, P. framed, single - family residence will be constructed on the lot. The main floor, 178.5. The garage level will be at approximately Elev. 166.5. The garage will floor. To construct the residence, temporary excavations of up to 15 feet will garage/basement level. It is not anticipated that significant fills, other than placed at any location on the lot. After completion of the foundation walls, structural fill. A two- tiered Keystone wall is planned along the south property The Keystone walls will have a maximum height of 4.5 feet. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (4251 821 -4334 • terra terra- associates.com /PC I '1 (... Ica , k k February 20, 2001 Project No. T- 1515 -2 &64.•e UGC �u 2eitzds 4 14-t. fsa 49/ 7 , 4 w,.,,„ S., indicate that a three - level, wood - including the entry, will be at Elev. be constructed with a slab-on-grade be required to construct the lower the basement wall backfill, sill be excavations will be back.filled with line to create planned finish grades. Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET Lot Address Tax ID # Plan # Main Upr Bsmt Total Gar Cvr'd Base Plan# 1 13602 42n Ave South 261200 -0010 1843b 835 866 162 1863 637 117 B2000 -072 2 13608 42nd Ave South 261200 -0020 1843a 835 854 162 1849 637 192 B2000 -073 3 4202 South 137 St 4206 South 137 S`� t — 4210 South 137 S � — t — 4214 South 137 261200 -0030 261200 -0040 261200 -0050 261200 -0060 2119 2246 2108c 2246 964 995 931 995 1155 1251 1177 125 I 0 950unr 906unr. 950unr 2119 2246 2108 2246 422 503 487 503 109 139 38 139 B2000 -058 B2000-059 B2000 -060 B2000 -059 4 5 6 7 4218 South 137 St 261200 -0070 2246 995 1251 950unr 2246 503 139 B2000 -059 8 4222 South 137`" St 261200 -0080 2108c 931 1177 906unr 2108 487 38 132000 -060 9 4226 South 137 St 261200 -0090 2108 931 1177 906unr. 2108 487 38 B2000 -060 10 4230 South 137 S' St 261200 -0100 ' 2246 995 1251 950unr 2246 503 139 B2000 -059 11 4234 South 137 S� t 261200 -0110 2108 931 1177 906unr 2108 487 38 132000 -060 12 4238 South 137 St 261200 -0120 1568a 715 853 0 1568 450 150 132000 -061 13 4242 South 137 P� lace 261200.0130 2108 931 1177 906unr 2108 487 38 B2000 -060 14 4246 South 137 Place 261200 -0140 2108 931 1 177 906unr 2108 487 38 B2000 -060 15 4250 South 137" Place 261200 -0150 2108spe1 931 1177 906unr 2108 487 38 B2000 -060 16 4254 South 137 P` 261200 -0160 2108spcl 17 4258 South 137 Place 261200.0170 2246 995 1251 950unr. 2246 503 139 B2000 -059 18 4262 South 137 Placc 261200 -0180 2060 927 1133 0 2060 523 124 B2000 -063 19 4266 South 137 Place 261200.0190 2119 964 1155 0 2119 422 109 132000 -058 20 4270 South 137`" Place 261200.0200 2060 927 1 133 0 2060 523 124 B2000 -063 21 13714 43' Place South 261200 -0210 2119 964 1155 0 2119 422 109 B2000 -058 22 13710 43 South 261200.0220 2060 927 1 133 0 2060 523 124 132000 -063 23 13706 43` Place South 261200 -0230 1568a 715 853 0 1568 450 150 B2000-061 24 13701 43` Place South 261200 -0240 1568b 722 849 0 1571 450 43 132000 -062 25 13705 43r Place South 261200 -0250 1843a 835 854 162 1849 637 192 132000 -073 26 13709 43` Place South 261200 -0260 1843b 835 866 162 1863 637 117 B2000 -072 27 13715 43` Place South 261200 -0270 1843a 835 854 162 1849 637 192 132000 -073 28 13719 43' Place South 13723 43`1 South 261200 -0280 261200 -0290 1843b 1843b 835 835 866 866 162 162 1863 1863 637 637 117 117 82000 -072 B2000 -072 29 30 13727 43` Place South 261200 -0300 1843a 835 854 162 1849 637 192 B2000 -073 31 13710 Ave South 261200 -0310 2060 927 1133 0 2060 523 124 82000 -063 32 13714 42 " Ave South 261200 -0320 2119 964 1 155 0 2119 422 109 B2000 -058 33 13718 42" Ave South 261200 -0330 2060 927 1133 0 2060 523 124 B2000 -063 34 13722 42 " Ave South 261200 -0340 2119 964 1155 0 2119 422 109 B2000 -058 35 4275 South 137 Street 261200 -0350 1843a 835 854 162 1849 637 192 B2000 -073 36 4279 South 137"' Street 261200 -0360 1843b 835 866 162 1863 637 117 B2000 -072 37 4283 South 137" Street 261200 -0370 1843a 835 854 162 1849 637 192 B2000 -073 38 4287 South 137' Street 261200 -0380 1843b 835 866 162 1863 637 117 82000 -072 39 4291 South 137 Street 261200 -0390 1843a 835 854 162 1849 637 192 82000 -073 40 4295 South 137 Street 261200 -0400 1843b 835 866 162 1863 637 117 B2000 -072 Owner: Dujardin Development Phone #425 -334 -5018 Fax #425- 334 -5041 Agent: Kappler Architect, P.S. Phone #425 -641 -5320 Fax #425 -641 -5318 FOSTERVIEW ESTATES TUKWILA, WASHINGTON D ol - 1491 K:\Kaa \98\ 98013 \98013g \Dujardin \Fosterview - Addresses - Tax1D - SqFt - Base #.doc RECEIVED CITY OF TUKWILA ERMIT CENTEr- DOCUMENT TTTLE(S) (or transactions contained therein) —w— i , ,q �� -Q 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 • a: a of document GRANTEE(S) (Last name first, then first name and initials) CHIC t • has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and acct'pts no Path* lot the 9 u O r validity of • Additional names on • a: a 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 4323049@03),01;92.34491078: atisiX7344361 1062( See Attached • Assessor Tax # not et ass ! ed N N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y 1WPTNARDDIAFOSTER2NDAMEN D MG.DOC 20020314 PAGE CHICAGO TITLE of B e 6 DPC KING COUNTY, 4 32 1 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) Dwilef SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Resmctions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this t 5 day of 10,421-0. , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TIRE INSURANCE COMPANY has plecpd the document of record as a customer courtesy and RECITALS AND DECLARATION the accepts no va for the acduraty Or ralidfidit ity of CIO daCtiMPht A Declarant is the developer of the real property and improvements thereon legally ▪ described in Exhibit A (the "Property "), commonly known as the Plat of Fosterview Estates The Property is compnsed of all the real property shown on maps recorded with the King County o under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential G ' 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 1WP NFOSTER2NDAMEN D JMO.DOC 2 After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5.1. Association Responsibilities 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.1 2 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and O 5 16. The maintenance, repair and replacement of the retaining wall and its o associated drainage improvements located along north boundary of Lots 13 and 14 and the v Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South O 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 in the best interest of the Owners 2. Maintenance Responsibilities - Retaining 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 16 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 \WPIDU)ARD/NTOSTESUNDAh¢D7 D LMO DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or 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: (Pnnte Name) Its AieS. �M tan STATE OF WASHINGTON ) czn ) Ss. COUNTY OF KING ) .- On this day personally appeared before me )( v() %keufee, to me known to be the c' ?t..6s SOS rcr of Dujardin Development Company, the corporation who executed the within c and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of c said corporation, for the uses and purposes therein mentioned, and on oath stated that he was N authorized to execute the said instrument y�, GIVEN under my hand and official seal this 13 day of /? ffeCt4 Y1NPIDWARDWIFOSTER2NDAM NQ.CHGDOC 4 CI IICAGO TITLE INSURANCE COMPANY has placed t document of record as a customer courtesy and accepts no hab►bty for the accuracy or vandty of the document. ture) i n'ti o fI lyrt -1 )-tSofl (Print Name) Notary Public in and for the State of Washington, residing at CrceitILE. My commission expires 3 -1 S '-0 3 , 2002 EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recordmg No 20000505000735, Volume 194, Pages 062-065, records of King County, Washington. Y WirDUJ,VtDINNFOS[FR2NDAMEN D IMO DOC 5 CHCACO TITLE INSURANCE COWAN has p'zccd the document of rccnrd is a customer courtesy and accepts no habit/ for the accuracy or volid r of the document. 261200 - 0070 - 01 °" 261200 - 0080 - 09 261200- 0090 - 07 261200- 0100 - 05 261200- 0110 - 03 © 261200 - 0120 - 01 261200- 0130 - 09 0 261200- 0140 - 07 261200- 0150 - 04 261200- 0160 - 02 261200- 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200- 0200 - 04 ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 4 261200- 0020 - 02 261200- 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 Plat of Fosterview Estates Lots I through 40 CHICAGO TITLE INSURANCE COMPANY has pl-crd the documert of rececd as o customal courtesy and dcrcpts no hahihty for 1ho accuracy or vakty of the decurflefits 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 ce w U Nu w U. < w z � w U o - 0 I— w u. r o w z p GOP' Asc. „.L tAb4-5 4. 04.; ci7 05 LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354-4629 47-nre-5 C h.) .31 Ce'/G...ievk) ,'9M oes.) 4 tst441 R CiNED ?Oa? EUILDING DEPARTMENT 5 - 3 37 7ts 5Leile÷ic-‘ 301- \L2\ TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 37 Tukwila, Washington Reference: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, dated July 29,1999, prepared by Terra Associates, Inc. Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 37 of the Fosterview Estates project in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTION We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans, dated August 31, 2000 • Sheets P2.7 and P2.8, Architectural Plans, dated July 3, 2001 • Sheet P6.9, Site Section for Lot 37, dated July 3, 2001 The project plans we reviewed, which were prepared by Kappler Architects, wood- framed, single- family residence will be constructed on the lot. The main at Elev. 186. The garage level will be at approximately Elev. 174 and will be floor. July 10, 2001 Project No. T- 1515 -2 P.S., indicate that a three -story, floor, including the entry, will be constructed with a slab -on -grade 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com Mr. Bill Fowler July 10, 2001 To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two - tiered concrete retaining wall is planned along the south property line to create the planned finish grades. The concrete walls will have a maximum height of three feet for the upper wall and four feet for the lower wall. DISCUSSION AND RECOMMENDATIONS Based on our review, it is our opinion that the plans are in general accordance with the geotechnical recommendations presented in the referenced reports. The following discussion and recommendations are based on our review of the current building plans and site conditions. Excavations and Earthwork All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. Temporary slopes in native soils may be constructed at an inclination of I:1 (Horizontal:Vertical). Temporary slopes in existing fill soils should be no greater than 1.5:1. We expect that the majority of the excavation will be made through mostly previously placed uncontrolled fill soils, and some native soils consisting of sandy silt and silty sand. The existing slope on the lot has an inclination of approximately 2:1. The slope was previously cut to 1:I during construction of South 137th Avenue. After road construction, the toe -of -slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in placement of up to approximately ten feet of fill along the slope. Review of plans and proposed finish grades indicate that the foundations should extend through the fill layer. If any fill soils are found on the finished slope behind the house, they should be removed and replaced with competent structural fill benched into the slope. Detailed observations should be made by a representative from our firm during excavation to confirm that all existing fill soils have been removed from the slope and foundation areas. The on -site native and existing fill soils contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work with 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 at other locations on -site be used to backfill all foundations, and 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. Project No. T- 1515 -2 Page No. 2 z a w QQ g JU 0O y 0 co w CO W w 2 u.Q w z � O w 0 ON 0 I— w S2 u - O ui r U.S. Sieve Size Percent Passing 3 inches 100 No. 4 75 maximum No. 200 5 maximum* Mr. Bill Fowler July 10, 2001 Retaining Walls A two- tiered concrete retaining wall is planned along the south side of the lot. These walls should have a minimum embedment depth of 18 inches and bear on firm, undisturbed native soil or compacted structural fill. We recommend designing the wall foundations for a net allowable bearing capacity of 2,000 psf. The walls should be provided with adequate drainage to prevent hydrostatic pressure development. Wall drainage can be provided by attaching prefabricated wall drainage panels, such as Miradrain 6000, to the inside of the wall, or by backfilling the wall with clean granular material, such as pea gravel. Behind the drainage layer, the wall backfill should be placed as structural fill and compacted to a minimum of 95 percent of its maximum dry unit weight, as determined by ASTM Test Designation D -698 (Standard Proctor). The backfill material should consist of a granular soil that meets the following grading requirements: Adjacent Lot Construction *Based on the 3/4 -inch fraction Prior to use, Terra Associates, Inc. should examine and test all materials imported to the site for use as structural fill. With wall backfill placed and compacted as recommended and drainage properly installed, we recommend designing unrestrained walls for an active pressure equivalent to a fluid weighing 35 pounds per cubic foot (pcf). Passive earth pressures acting on the buried portion of the wall can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 300 pcf for the upper wall and 225 pcf for the lower wall. We recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading activity. A coefficient of friction between soil and concrete of 0.40 can be used. No additional surcharge is expected on the concrete walls. Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Construction of the residence is planned along both the east and west sides of Lot 37. To the east, the proposed residence location for Lot 38 comes within ten feet of the proposed residence for Lot 37. Due to the relative proximity of the two residences, the foundation backfill along the east side of Lot 37 may have to be placed concurrently with backfilling the west side of the residence and Lot 38. Backfilling of the south and west 'foundation walls on Lot 37 should not be affected by Lot 36 construction. Project No. T- 1515 -2 Page No. 3 z ev w 6 00 u, a w �LL w0 U P w ZO w 0 0 - 0t- wW u' O wz U = O F- z Mr. Bill Fowler July 10, 2001 Foundations The foundation excavation on this lot should extend 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 spoils. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced reports. 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 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 sides of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 37, dated July 3, 2001. The retaining wall locations and finish grades are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.5.2 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. A representative of Terra Associates, Inc. should observe excavation and backfill operations, as well as foundation subgrades, to verify that the site conditions are as anticipated. 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. • Bernard P. Knoll .II, E.I.T. Staff Engineer •. Anil Biitait, P.E principal ...: i : �.•,.... O1 `flip) 01 cc: Mr. John Kappler, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 4 NES MICRO COM SYSTEMS LTD. ATTENTION The next image may be a duplicate of the previous image. lg Please disregard previous image. Please disregard previous 2 images. LII Please disregard previous 3 images. Other: • Mr. Bill Fowler July 10, 2001 Foundations The foundation excavation on this lot should extend 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 reports. 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 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 sides of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 37, dated July 3, 2001. The retaining wall locations and finish grades are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.5.2 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. A representative of Terra Associates, Inc. should observe excavation and backfill operations, as well as foundation subgrades, to verify that the site conditions are as anticipated. 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 ASS OCIATES, INC. i :, 1 Bernard P. Knoll II; E.I.T. Stktff Engineer • • Anil Batail,P.E principal <: 0I cc: Mr. John Kappler, Kappler Architects, P.S. 'wcace �t- .rte. ,.�..�s: °....,,� : � : .: • .� : a -1 DJ of Project No. T- 1515 -2 Page No. 4 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Reference: Dear Mr. Fowler: TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology :s. and Environmental Earth Sciences January 12, 2001 Project No. T- 1515 -2 Plan Review Fosterview Estates, Lot 37 Tukwila, Washington 1. Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, dated July 29,1999, prepared by Terra Associates, Inc. As requested, we reviewed architectural plans prepared for Lot 37 of the Fosterview Estates project located in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in 'the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTION We reviewed the following plans: . • Sheets P1.0 and P1.3, Architectural Site Plans • . Sheets P2.7 and P2.8, Architectural Plans • Sheet P6.9, Site Section for Lot 37 The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 186. The garage level will be at approximately Elev. 174. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two- tiered Keystone wall is planned along the south property line to create planned finish grades. The Keystone walls will have a maximum height of 4.5 feet. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com Mr. Bill Fowler January 12, 2001 DISCUSSION AND RECOMMENDATIONS Based on our review, it is our opinion that the plans are in general accordance with the geotechnical recommendations presented in the referenced reports. The following discussion and recommendations are based on our review of the current building plans and current site conditions. Excavations and Earthwork All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. Temporary slopes in native soils may be constructed at an inclination of 1:1 (Horizontal:Vertical). Temporary slopes in fill soils should be no greater than 1.5:1. It is expected that the majority of the excavation will be made through mostly previously placed uncontrolled fill soils, and some native soils consisting of sandy silt and silty sand. The existing slope on the lot is approximately 2:1. The slope was previously cut to 1:1 during construction of South 137th Avenue. After road construction, the toe -of -slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in placement of up to approximately ten feet of fill along the slope. Review of plans and proposed finish grades indicate that the foundations should extend through the fill layer. Detailed observations should be made by a representative from our firm during excavation to confirm that all existing fill soils have been removed from foundation areas. The on -site native soils and the existing fill soils contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work with 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, which was previously placed at other locations on the site, be used to backfill all foundations and 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. Retaining Walls A two- tiered Keystone wall is planned along the south side of the lot. These walls should bear on firm, undisturbed native soil or compacted structural fill, and be designed to support the following pressures: • Soil Unit Weight: 115 pounds per cubic foot (pcf) • Soil Friction Angle (Phi): 30 degrees • Soil Cohesion: 100 pounds per square foot (psf) • Soil Bearing: 2,000 psf No additional surcharge is expected on the Keystone walls. Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. • Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler January 12, 2001 Adjacent Lot Construction Residence construction is planned along both the east and west sides of Lot 37. To the east, the proposed residence location for Lot 38 comes within 10 feet of the proposed residence for Lot 37. Due to the relative proximity of the two residences, the foundation backfill along the east side of Lot 37 may have to be placed concurrently with backfilling the west side of the residence and Lot 38. Backfilling of the south and west foundation walls on Lot 37 should not be affected by Lot 36 construction. Foundations The foundation excavation on this lot should extend into competent native soils. These soils are moisture sensitive and subject to disturbance in vet 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 reports. The foundations should be designed for an allowable bearing capacity of 2,000 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 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 250 pcf may be used. The upper 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 37, dated August 22, 2000. The location of the retaining walls and finish grade are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.5.2 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. 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. 3 z ~ w U 0 co • Lu Q � la og 52 a u.j O w w U 0 O N O F- w I I O ci z U� O z Mr. Bill Fowler January 12, 2001 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 , to ►M.p „� a Bernard P. Knoll U; E , . Staff Engineer Anil Butail, P.fi" 7 � ° f `''"; Principal ` . -y xffO't BK/AB:ac 1219/01. i cc: Mr. John Kappler, Kappler Architects, P.S. •r Project No. T- 1515 -2 Page No. 4 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872A COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component PROPOSED DESIGN COMPONENTS Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1872 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. REFERENCE PROPOSED 429 410 Btu /hr -F 9.60 9.50 kWh /ft2 -yr Floor U -0.041 879 36.0 Glazing @15% U -0.650 280.8 182.5 Doors U -0.390 56.0 21.8 AG Wall U -0.062 253.1 156.9 Ceiling, Attic U -0.036 879 31.6 Infiltration ACH -0.350 16867ft3( 108.0) Component Description Value X Area = UA Floor R19 vented Joist 16oc U -0.041 879 36.0 Glazing @12% * *vinyl clr /air U -0.520 221.0 114.9 Doors Wood 1 3/8 ", solid flush U -0.390 56.0 21.8 AG Wall R13 STD Lap Wood U -0.082 2240 183.7 R19 STD Lap Wood U -0.062 351 21.8 Ceiling R30 blown Attic STD baffled U -0.036 879 31.6 Infiltration Standard Air Sealing ACH -0.350 16867ft3 (108.0) Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99083.23 Reference Value X Area = UA Reference UA 429.0 Proposed UA 409.9 WATT 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS HOUSE ID: 99083.23 Struc Mass Light Frame, Sheetrock walls M- 3.000 1872 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: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Location South 55.2ft2 Southeast : East 55.2 Northeast : Eff S Glz: 3.8% PROPOSED Gas Furnace DEFAULT 78 % 62 % Vented crawlspace Attic or garage 0.60 26999 Btu /hr 6126 Btu /hr(23 %) 33124 Btu /hr 49500 Btu /hr (150 %) 88 MBtu $ 493 Integrated Spot & Whole House 0.0 () Btu /hr tons (@125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 374.4 ft2 74.9 ft2 PROPOSED PROPOSED North 55.2ft2 Northwest : West 55.2 Southwest : 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 2 - - - -- 5616 - appler JOB-NAME: JOB NUMBER Associates s Architects Dujardin Development Fosterview Estates Plan 1843A DATE: BY: 5/22/00 99083.23 SRU 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) LOWER FLOOR Office 2.50 3.00 7.50 1.00 7.50 TOTAL LOWER 7.50 MAIN FLOOR KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY 4.00 5.00 7.00 3.00 6.00 6.00 1.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 16.00 34.17 31.50 9.00 30.00 30.00 5.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 TOTAL UPPER f 1 156.17 UPPER FLOOR MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH 5.00 2.00 5.00 5.00 2.00 4.00 4.00 4.00 4.00 4.00 20.00 8.00 20.00 20.00 8.00 2.00 1.00 1.00 1.00 1.00 40.00 8.00 20.00 20.00 8.00 TOTAL UPPER 96.00 SUMMARY TOTAL GLAZING SQ. FT. 259.665 TOTAL HOUSE SQ. FT. 1,849.00 Glazing % 14.0% 8/21/00 9908323 - Glazing.xls Kappler Architects P.S. 4NN ■VSMICLUOES 3St:M. Job No. 99083 -23 Date 2/29/00 SPM - Lateral Analysis for: Dujardin Plan #1843_A City of Tukwilla 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. OTHER SF, LONG / SHORT WALL ( 0 JSF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 864 864 791 SF SF SF 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 +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall B 80 3 0.36 0 32 7 1361 8 8 12 0 12 15 10 8 12.8 9.0 11.0 0.0 FT FT FT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 28 r 0 8/21/00 PAGE 1 WALL HEIGHT Ce Cq qs lw 145 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 .REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor. P = 2 - ( 20 / (r max ((sq. root of AB))) VALUE USED where: Aa Ground floor area of structure As r max = Max element - story shear ratio square root r max = r. / story shear r = element story shear x 10 / L element shear lw (LENGTH) WIND PER SECTION 161$ VALUE USED Ce Cq = qs lw r max = I -9.49 r.= r story shear 504 1 10685 1 therefore use I 1 DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (lw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure 1w = Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (lw) 252 1 5 P= 0.62 EXPOSURE 0.62 Default for B exposure 1.30 METHOD 2 1.3 Default for normal force method ...] 16.40 WIND SPEED 16.4 Default for 80 MPH 1 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (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 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls Min = 1.0 Max =1.5 PSF 1361 37 =L 5041 0.05 PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 2AppLEO561JTEC- 465040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI Dill WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 58 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 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 VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 L ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL !SHORT WAL I WEIGHT 236881# • BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL FLOOR FQ¢t113320 1975680 10685 (# 9908323 _Plan #1843a2ExpB)_1997 -9 Lateral analysis worksheet) .xls TOTAL WEIGHT W= 76180.51 Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 1 10685 ,# Wihi / sum Vi 8/21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d y r: SHEAR AT BASE ANCHORAGE • 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT #FT #FT Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC FORCE M= 18957335.76 T =C= 677047.7056 10.5 ' 64480.73 ALOW.Ft= 16.5 41033.19 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171.184 #FT 731.501 1050.71 828621.396 # /BOLT 2.42i FT O.C. # /BOLT 3.47; FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 4713.50 NAILS 10685 WIND FORCE Not included in total 140 109 132 0 208 138 145 0 208 346 492 # FT # FT # FT # FT # FT # FT # FT # FT # FT # FT # FT 525 1.33L 698.251OK 8/21/00 PAGE 4 V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d y r: SHEAR AT BASE ANCHORAGE • 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT #FT #FT Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC FORCE M= 18957335.76 T =C= 677047.7056 10.5 ' 64480.73 ALOW.Ft= 16.5 41033.19 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171.184 #FT 731.501 1050.71 828621.396 # /BOLT 2.42i FT O.C. # /BOLT 3.47; FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 4713.50 NAILS 10685 WIND FORCE Not included in total 140 109 132 0 208 138 145 0 208 346 492 # FT # FT # FT # FT # FT # FT # FT # FT # FT # FT # FT 525 1.33L 698.251OK 8/21/00 PAGE 4 I 8 4.5 4.5 3.5 2.25 113 .. :P14'' ,I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4060.24 4060.24 3157.97 2030.12 MIN PLATE NAILING 15 INC O.C. 360 360 280 180 170 170 1440 900 795.00 795.00 2006.67 810.00 725.61 725.61 328.94 542.28 NA NA NA NA I 12 11 5 0 0 156 (.'; ' -6,`, I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238,39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666,67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 CS16 -30 #DIV /0! #DIV /0! I 8 3 5.5 11.5 0 83 (_ P14 I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941,67 12496.67 0.00 255.43 - 51,24 - 421.24 #DIV /0! NA NA NA #DIV /0! #N/A 0 0 0 0 #N /A A.OWAI r Mo= WaII(DL) Roof (DL) 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 #NIA SHEAR WALLS BIGHT TO LEFT 'UPPER FLOOR Load Ht. 8 O u 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 a 2 208 208 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 w 2/3DL Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls a a a a WALL SEGMENTS b c b b b C C d d d SHEAR V WALL TYPE 8/21/00 PAGE 5 ' 16 28 0 0 0 119!' ,•.< ;P1-6 -.. ,.I Mo= WaII(DL) Roof (DL) Mr- T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /0! #DIV /0! #DIV/0! NA #DIV /0! #DIV /0! #DIV /0! ` 16 27 0 0 0 1231P14'» .I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! #N/A 0 0 0 0 #NIA #NIA -:. 0 #N /A t:= ' #NIA Mo= WaII(DL) Roof (DL) Mr T =C REQUIRED #NIA #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0.00 0 #N /A 0 #N /A 0 #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A [ #N/A 0 0 0 0 #NIA #NIA -:. Mo= WaII(DL) Roof (DL) 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 UPPER FLOOR Load Ht. 8 1 - Z C9 EE 2/30L REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 tz w 208 208 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 0 w co 2/3DL z REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 w 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b C c d d d SHEAR V WALL TYPE C d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet/ .xls 8/21/00 PAGE 6 8 4 3 5 3.5 1791k i,.; I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 _ NA CS16 -30 I 12 1 12 9 9 3 3 0 0 1 1731 i;: p1-6A 8 4 5 3.5 3 - 1751 , =: ; P1.6 r .. I Mo= 5716.23 7145.29 5001.70 4287.18 Wall(DL) 640 800 560 480 Floor,Roof(DL 1260 1980 1920 1200 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 STHD 14 #N/A 0 0 0 0 #N /A Vi ON/A1,, Mo= #N /A #N /A #N /A #NIA WaII(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #NIA #N /A #N /A INC O.C. REQUIRED #N /A I #N /A #N /A #N /A RIGHT TO LEFT - MAIN FLOOR Load Ht. 8 O u- 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 346 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 cn 2/3DL Z REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b C C C d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 7 #N/A 0 0 0 0 #N /A Vi ON/A1,, Mo= #N /A #N /A #N /A #NIA WaII(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #NIA #N /A #N /A INC O.C. REQUIRED #N /A I #N /A #N /A #N /A RIGHT TO LEFT - MAIN FLOOR Load Ht. 8 O u- 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 346 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 cn 2/3DL Z REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b C C C d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 7 RIGHT TO LEFT - MAIN FLOOR Load Ht. 8 O u- 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 346 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 cn 2/3DL Z REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b C C C d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 7 I 16 12 5 5 0 252I'. °: P1.4 ;'..t Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0! STHD 14 STHD 14 STHD 14 #DIV /0! 16 27 0' 0 0 205t13 P1-64.71 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! I #N /A 0 0 0 0 0 0 0 #N /A (_; ' . #N /A :....i MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 0' 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N/A 0 0 0 0 #N /A = :,' #NIA 4 ' -' i Mo= WaII(DL) Floor,Roof(DL 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 Z 0 Load Ht. 8 cc 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w -J 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 W 2/3DL z REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 346 346 w 2 /3DL Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE 8/21/00 PAGE 8 12 8 4 8 0 2951 p P1 4 x.:' Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693,33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 HTT22 HTT22 #DIV /0! I #N /A 0 0 0 0 #N /A (K. < x #N /A,'- Mo= Wall(DL) Floor,Roof(DL Mr= T=C REQUIRED #N /A #N /A #N /A #N /A #N /A #NIA #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0,00 0.00 0.00 #NIA 0.00 #N /A #N /A #N /A #N /A #N /A #NIA #NIA #N /A #NIA #N /A #N /A 0 0 0 0 #N /A jo=: ;. #N /A -241 I Moa WaII(DL) Floor,Roof(DL Mrs 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 #NIA #NIA #NIA #NIA RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= Wall(DL) O Floor,Roof(DL u 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 0 2 492 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 492 2/3DL REACTION HOLDDOWN a WALL SEGMENTS b c 1.75 9461.42 8 4.5 24329.37 990 1430 3630.00 4599.86 ON CONC 1.75 9461.42 385 1430 1058.75 4801.53 ON CONC 385 3048 2002.58 4262.19 ON CONC 0 0.00 0 0 0.00 #DIV /0! #DIV /0! SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT a a C c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _P1an #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 4921 ON CONC MIN PLATE NAILING 4 INC O.C. 8/21/00 PAGE 9 • L #N /A 0 0 0 0 #NIA 4 -t NN /A r 0 #N /A 0 #NIA #N /A : Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 0 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0.00 0 0.00 0 #N /A 0 #N /A 0 #NIA 0 #N /A 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A #NIA 0 0 0 0 #NIA 4 -t NN /A r Mo= WaII(DL) Floor,Roof(DL 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/AA #NIA #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= = WaII(DL) C.9 Floor,Roof(DL or 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load 492 Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 492 0 w F 2/3DL 0 REACTION HOLDDOWN 492 0 w co 2/3DL 0 REACTION HOLDDOWN a WALL SEGMENTS b c 0 0.00 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 #DIV /0! #DIVIO _ 0 0.00 0 0 0.00 #DIV /0! #DIV /0! PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 16 27 86504.43 5940 0 53460.00 0.00 0 0.00 1223.87 #DIV /0! STHD 14 #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 291 iw a P.'i PORTION RESTS ON CONC. WALL TRIB.LENGT a b c TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls d d SHEAR V WALL TYPE 281 F . r.P1 -4= I MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 i Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON 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 CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 . C JAMIESON CONSL' 'ING Corsll::r.g Engineering & Project Man:ger..e »• 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 9e033 � ' ^5) 803.2381 • FAX (;25) 803.3289 INPUT 35 0.257 4.67 50 0.67 0.67 0.67 0.67 La TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w w1 w2 w3 x1 x2 x3 x4 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 7D e54op1 , =40 xs/ bt„. J, d 4 "r A Ch' X1741& Sp Os e,z. A5 (2)44 o! =16" n = 4D2 3 I 00367 / = i 14.1 A 21 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft #•ft #•ft #•ft tr # ft ft ft ft JCS" - JCS NC. 20 (Sl =_v "DJ Z DA S j _E T NO. , 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing i e 6#4 1411= !I� :72i1T tu ,�- t r z W/ -- ` 4J SI6' c, 4-1-T; 55/025 (3) #4 coati 8 s' JAMIESON CONSUT " • Consulting Engineering & Project 31..Eement 501 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 J INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 xl x2 x3 x4 OUTPUT UNITS #/ft3 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.879 1,280 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 OECD PI =40 KS/ /i 5 x C#get 551A) Fox Git)y A,- o,442- d Zit/ lo.K' Pict/ � 20,50z,/ �, , l � 28; r� 7 � 9 • ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft ' # - ft # - ft # - ft ft ft ft ft JCS NAM_ I / I W JOB NO. , 2 O lei i DATE , SHEET NO. 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 ;, verturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing ' Soil weisiht on heel (120 pcf) Weight ct wall Weight of footing 3"a2 By 4 CF ()4ivp 6K 6N JC JAAIIESON CONSUL 7 1•, ' G Consulting Engineering & Project 3fa:.age nest 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t •"9 803.25A1 • FAX (425) 803 -3289 INPUT NAME OUTPUT UNITS 35 EFP 0.267 Cf x1 3.08 ft x2 2.33 ft , x3 1.75 ft ' .6i= 4D /5I 367P/ d4" 4= o.3 ,,d/ Tf" 4e f3"0, c, RA' %/ )e 4-e 16• N 994' V = 475, I SLR /A)& 007A1G 57 7445 , , E I zotiIA Fos ^v € ul JCB NAME JOR NO. OAT=_ SHEET NO. COMMENT # 1 ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) 6 a ft Height of earth above "base" 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.00 toe ft Length of toe 0.83 heel ft Length of heel H 6.67 ft Overall height of equivalent fluid Lf 3.50 ft Total footing width fs 1,155 #1 ft2 Soil bearing If X is in mid 1/3 fs2 1,246 #/ ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.17 ft X 0.85 ft Location of resultant force 2Lf /3 2.33 ft F 1,079 # Total horizontal force Fk 654 # Net sliding force per foot FS 1.515 Net factor against overturning Mot 2,631 # - ft Overturning moment . • Mr 3,985 # - ft Resisting moment Mu 3,672 # - ft Ultimate moment for c ncrete design W 1,591 # Total weight on footing w1 639 # Soil weight on heel (120 pcf) w2 600 # Weight of wall w3 351 # Weight of footing TYPICAL CANTILEVERED RETAINING WALL wI 50 psf vehicle surcharge 3 N -7 2 , O „ Il SY 1,3 z (2)44- I.S. �ll�i 11 .446 /D'o, C IYZar jvi3" ore' (5)44 ccuZ (2)e To s CF rr JC JAh1IESON CONSUT''ING Consulting Engineering & Project fit_ _gement 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 96033 (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 EFP Cf a w toe heel H Lf fs fs2 Lf /3 x 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) ft Height of earth above "base" 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 n 8.00 4.00 1,770 1,831 1.33 1.09 2.66 1,487 687 1.754 4,330 7,595 6,189 2,994 1859 733 402 3.00 1.66 2.00 ft ft # - ft # - ft # - ft ft ft ft JC? NAME / VIEW JCS NO. 20 lei 3Y �J DATE 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 wail Weight of footing -yL- I X FI 25oo =O K5 M a= &, 2 K, d=.6's 4 0,37 ho ' 14s ifo, c, FWD" t ' - 4 /2 "D. c. 47=zs /i=5 rcorAl 7 1 , L = 22 du= 444 b=e" d° 4211 4o3i' J r- (34 � (3) L SH.FT NO. 4 CF l V-4" 4 " (2)4:4- Tan 10' Il -1f I - 4312 "01c. 44j e.6/ x3 - �1Z (7)44 cav r 1 8 3' 1z Z !Ot� C JAMIESON CONSU .ING JOE NAME ,O7 . -1/1E1 4 / Cons:iJ ing Engineering & Project Management Z0 pal EY Z— • JOE NO.. 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 � ' ^+) 303.2 • FAX (425) 803.3239 OAT! SHEET CANTILEVERED RETAINING WALL WI BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 8 0.67 0.67 2.08 0.67 EFP a w t toe heel H Lf fs fs2 Lf/3 X 2Lf /3 FS Mot Mr Mu w w1 w2 w3 x1 x2 x3 2500 /j(: 6,074' d4" 71 4s 6i'orc F %t/D %I 46 fc iO Flu �// = 245x/ fT = (p Z5 �40 Ks/ 0.374 # /ft3 ft ft ft ft ft 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 8.00 ft 3.42 ft 1,314 #/ft2 1,406 # / ft2 1.14 ft 0.85 ft Location of resultant force 2.28 ft 1,120 # Total horizontal force 1.507 Net factor against overturning 2,987 # - ft Overturning moment 4,501 # - ft Resisting moment 5,077 # - ft Ultimate moment for concrete design 1,787 # Total weight on footing 643 # Soil weight on heel (120 pcf) 800 # Weight of wall 343 # Weight of footing 4 3.08 ft -,--- 1 2.41 ft 1.71 ft N • r 1114(5_ 4/2 01c. inlYa"ag 2 •° 4 J 6(9" c, ()Acorn; • I �3nCGK if JC JAMIESON CONSt LNG Consulting Engineering & Project Mancgernent • 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2381 • FAX (423) 803.3289 INPUT NAME OUTPUT UNITS COMMENT 35 10 0.67 0.83 2.25 1.25 Th%: - t rt y _� . 4e /Z,,or c , l�u = 245 ' 6.Z5 CANTILEVERED RETAINING WALL WI BASE SLAB EFP a w t toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf/3 1.39 x 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 # /ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft N.0 25n9ii 40 or #4 bogs/ 4.5 W 919z' id 5 = 6" � o.4/ e o a'o.c JCS NAME J03 NO. '^ OAT! SHEET NO. CF 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 pct) Weight of wall Weight of footing 2 -3 TrTmEtAl CZ) 4 4 Top 4 SJ Gg 00 - S"o,C. 4x2n" /( "Q. C . &)0-4- n k . Cv'V f JC JAMIIESON CONSU.. LNG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' ") 803.2581 • FAX (425) 803.3289 f=05r1 :vrEVl CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 EFP # i ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3,17 toe ft Length of toe 1.25 heel ft Length of heel H • 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 #1 ft2 Soil bearing if X is in mid 1/3 fs2 1,954 #1 ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 ' # Total weight on footing wi 1800 # Soil weight on heel (12Q pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft 40 ,..s' . 4 _(9 Ks( 40 5 lulu= /7.Z"' d:s" 4 stih- .&//corc, P6,0 ,/ "ii" Fog 4 4e t2 `o, c, 9/co" /4= 3'54Y g= JOS NAME JOS NO. OAT! SH ==T • Zo / 8t BY ptil N • @.)44 TOP 1 111 44 ` &f2 � ri � �! /y aAiz 44ee "o,c, az4o _ 3!o "" � � r 0 cakir, 3' el` /o / 1 - 3 J_ NLIESON CONSU ING Consulting Engineering & Project %tcncgerrert 901 KIRKLA.ND AVE STE B -1 • KIRKLAND WA 98033 ( 425) 803.2581 • FAX (423) 803.3259 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME OUTPUT UNITS COMMENT EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 4,966 2727 1494 746 5.08 3.75 3.00 # / ft3 ft ft ft ft ft ft ft # I ft2 # I ft2 ft ft ft # - ft # • ft # - ft ft ft ft A 8" Piz Fog .44 4 /o 'o, c 53/ k' = 1/0 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 ¢o ,psi +.14 4 =0,74/AIX Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing y� Soil weight on heel (120 pcf) Weight of wall Weight of footing ‘')" JOE NAME .:C3 NO. CAT= SHEET NO., I OF O - v-VIEJ 2e5 /St rt a Nn • • IT" I(1 ,r dk4 .S' (6 c=x 4GtotD,61 ti l ' clgAiz • r C (- 5 o rC 4-x 0" Gv /br'orc, (7) 4c BY 'DJ Z" • � ,c • 4 Aia JC JAMIESON CONSL 2ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT JOB NAME JOB NO. BY DATE SHEET NO. OF 35 EFP 0.267 Cf 7.33 50 0.67 0.67 0.67 2.50 a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 # / ft3 ft # ft ft ft ft 8.00 ft 3.84 ft 1,788 # /ft2 1,789 # / ft2 1.28 ft 1.26 ft 2.58 ft 1,120 # 221 # 2.416 2,987 # - ft 7,215 # - ft 3,908 # - ft 3,368 # 2199 # 733 # 386 # 2.59 ft 1.00 ft 1.92 ft 1.00 ft - 1c . 2503 per _ .0 Ks l /(4 3,9K' d--=6" ,= 0.34 4e-8 D.C. �J. ez), "11 " Fo # 46'ob,c, /4 /'99' I/=6.75' FOOM1,6 SPIlit Ik NET Or PAS / VV 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 / O tt 5 act.g } AL_ ,1, n (2)II 4 reP so i( ,1, JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT JAMIESON CONSUL LNG Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL NAME 35 EFP 0.267 Cf OUTPUT 9.17 50 0.67 0.83 1.00 3.67 IZ = Z52 Fp i 9=4c1i /ilia= 7.65 4= o.474 4c59c, Pe) N d4 /o'b1 4 /7 Y 675' A/0 ,tIT SLJD /iJ& FcoTinlS SPA-/ 101ziz, /Vi7 OP a w4 w t toe heel H 10.00 Lf 6.34 fs 1,854 fs2 1,885 Lf /3 1.78 X 2.01 2Lf /3 3.56 F 1,750 Fk 236 FS 2.950 Mot 5,833 Mr 17,206 Mu 7,647 W 5,670 w1 4038 w2 917 w3 664 x1 3.50 x2 1.33 x3 2.67 x4 1.33 UNITS # / ft3 ft ft ft ft ft ft ft #1 ft2 # / ft2 ft ft ft # - ft # -ft # -ft ft ft ft ft JOB NAME JOB NO. BY DATE SHEET NO. OF 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 ID" s • lI (z� 4-4 TO P 412_ f t , 4-Lt, S o -C, ..4)(3. (&» AC JAMIESON CONSUL_ LNG Consulting Engineering & Project Management J01 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 11.17 62 0.83 0.83 1.50 4.67 a w4 w t toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2.33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. BY DATE SHEET NO. OF 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 ZfOPS/ iy =40 AS/ Ol 0 M = /3.83K a' 8 4= 01emt # 5 9'0.c, (6o) FfiU7) ' V"Foe -* 4 / or c, Ma-= 75 K //= 77s ijo /UV SG(v //J % For/ 5PM' Nor oF p/1 V4. /D- • 4S(N) CITY OF TUKWILA TREASURERS CHECK 8200 SOUTHCENTER BLVD 208-433•1835 TuKwiLA, WA 98188 9 a# to f e Oder Ol qdet )e/Vei Cc. 1 $ 5, /1-1-.1.CD be 44 jittiaZi kintar 13rIbank. vAtAvusbank.axn owsursirywrammeall9 LA : CIA/SA& D°1" CilL11;(4— • :• • 144/03 Pittta A/Lit 40% J'itAp ( iltrawt Dui4444A, Devgo a. Memo To: Laurie Anderson From: Brenda Holt Date: December 30, 2002 Re: Dujardin Development Refund Thank you. 1 City of Tukwila Permit Center Please refund $5,142.00 to Dujardin Development Company for the property located 4283 South 137 Street, Tukwila. This project warranty was for the driveway modification and raises the utility vault. The Public Works Department has inspected this scope of work and has approved it on 12- 20 -02. Please make the check out to Dujardin Development The Permit Center will then forward the check to them. I have enclosed a copy of the original receipt for your use. SE C77C) f - (to be filled let bydeveloper./ authorized by City staff) THIS FUND IS AUTHORIZED TO BE ACCEPTED. NAME OF DEVELOPMENT: U I l vi , E ( , - 4Ij) DATE: 9-.30 •. lt, ( o d?i" DEVELOPMENT ADDRESS: 2, �j � j. l�? WI* -37 PERMITNO.: Po( - I (0' CASH ASSIGNMENT NAME: 0 DI J IZV6WI��./ GO NO. 115 #2 j34 Joi 8 I B BMA BY MAILING TO: SHALL REFUNDED ADDRESS: 'v'( `� 1 C A 3 f-l ' 6ftga,0 CASH EQUIVALENT DEPOSITED THIS DATE: (please print) CITY/STATE/ZIP ^ ,irmoiIVt(* WA . 1 Q;2 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE 2 pp ` r to PLANNS'DOCUMENTS WHERE ITEMS ARE DESCRIBED): �� % � +'t" I V I j. 4� a �I Ro2ooa ' UUI► ..Z St,Ge :,.-4' 002. ti : OT IU b 1)A06 Loth.- i i'S-b touo Re Scora4 PeoviA 11 Gam. 1 P °t VE- wi ud Fbui tl (moorai IN w►TH T 0l�ut -r, As the wne , or authorized the owner, I hereby submit cash or cash $ 'j 142 % thorized agent of of value to complete wont described equivalent in the amount of above) and attach supporting final inspection by this date: the work with their own contractor or go onto the property to carry out above prior to requesting inspection and documentation for value of work. I will have this work carried out and call for a ( / O / O'2 ), or risk having the City use these funds to carry out in-house manpower. If I fail to carry out the work, I hereby a'Lorize the City to completion of the above deficiencies. I further agr :: • •,• �• ork listed Y��. release of these funds. SIG •: � ► �Th „ TITLE.N'l y-ai_fr.• raiet, „AL.- ItAt...sllt e, • - SECTION 2 (t completed by CI staff) ` THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: lt, ( o d?i" DEPARTMENT HEAD: AMOUNT: 6 i4/„, ./ C A 3 f-l ' 6ftga,0 CASH EQUIVALENT DEPOSITED THIS DATE: '?-3 CITY RECEIPT NO. Ro2ooa RECEIVED BY: bk �� CHECKED BY: vi' DEVELOPER'S REPRESENTATIVE: ( to`be completed oy City staff ECTION 3 (to be completed by developer) 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS SECTION: 4` (to be completed. by City staff) CASH CITY CHECK NO. 7401_ AUTHORIZED BY: i_ CASH EQUIVALENT - LE i i tR AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD uity Of I uKwlla DEVELOPER'S PF JECT WARRANTY REQUEST FORM All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AMOUNT: DEPARTMENT: RELEASED THIS DATE: I '1.r45 Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD „ RELEASED BY: Att''' , FINANCE DEPT. ;` • DU,ARDIN II Development Company AN ALLEGRE ENTERPRISE September 25, 2002 City of Tukwila 6300 South Center Blvd., Suite 100 Tukwila WA 98168 Re: Lot 37 Fosterview Estates Driveway Repairs Gentlemen: Attached is our check in the amount of $5,142.00 to bond the rework of the driveway on Lot 37 Fosterview Estates. The check amount was determined as follows: Allegre President Encl. Raise Power Vault $2,628.00 Remove Section of Driveway 400.00 Replace Driveway 400.00 Total $3,428.00 150% We are in the process of scheduling the work, but we have a sale of the home to close on October 4 2002 and therefore will need the Certificate of Occupancy prior to the work being completed. DEVELOPMENT / CONSTRUCTION / MANAGEMENT 9623 - 32nd ST. S.E., BLDG. D, EVERETT, WA 98205 / P.O. BOX 1059, SNOHOMISH, WA 98291 PHONE 425 / 334 / 5018 FAX 425 / 334 / 5041 $5,142.00 RECEIVED '.' (r! OF TI KW I LA SEP 3 0 2002 PERMIT CENTER cew, g U N O t11 • LL w 0 u._ z � o LU w 8N 0 w u. Ill z co F� 0 z TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of 'Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000370 Address: 4283 S 137 ST TUKW Suite No: Applicant: Receipt No.: R020001428 Payment Amount: 5,142.00 Initials: BLH Payment Date: 09/30/2002 01:32 PM User ID: ADMIN Balance: $0.00 Payee: DUJARDIN DEVELOPMENT Payment Check 5571 5,142.00 Current Pmts BUILDING BOND /DEPOSIT Amount RECEIPT Type Method Description Description Account Code 000/386.908 5,142.00 Permit Number: D01 -161 Status: ISSUED Applied Date: 05/22/2001 Issue Date: 07/16/2001 Total: 5,142.00 Printed: 09-30 -2002 DUWARDIN Development Company AN ALLEGRE ENTERPRISE December 19, 2002 City of Tukwila 6300 South Center Blvd. Suite 100 Tukwila, WA 98168 Sincerely, Re: Lot 37, Plat of Fosterview Estates Building /Bond Deposit - Permit D01 -161 Dear Sir or Madam: On November 30, 2002 we delivered to your office a check in the amount of $5,142 as a guarantee that we would complete driveway repairs on lot 37, plat of Fosterview Estates. That driveway repair work has now been completed and we are herewith requesting the City's refund to us of said amount. If you have any questions concerning this request, or would like additional information please contact our office. If not, and you agree that the work as been satisfactorily completed, please send your check to our PO Box 1059, Snohomish, WA 98291. ARO f ce onath Harrison President Enclosure: Copy of Receipt Pc: Gary Bumstead, Project Superintendent DEVELOPMENT / CONSTRUCTION / MANAGEMENT 9623 - 32nd ST. S.E., BLDG. D, EVERETT, WA 98205 / P.O. BOX 1059, SNOHOMISH, WA 98291 PHONE 425 / 334 / 5018 FAX 425 / 334 / 5041 REC EIVED tE C23 2002 PUBLIC WOVItk Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2612000370 4283 S 137 ST TUKW 8020001428 BLH ADMIN Payment Check 5571 Current Pmts DUTARDIN DEVELOPMENT Amount BUILDING BOND /DEPOSIT Type Description RECEIPT Method Description 000/386.908 Permit Number: Status: Applied Date: Issue Date: 5,142.00 Account Code 5,142.00 Total: 5,142.00 D01 -161 ISSUED 05/22/2001 07/16/2001 Payment Amount: 5,142.00 Payment Date: 09/30/2002 01 :32 PM Balance: $0.00 Printed: 0A -30 -2002 COMMENTS: Type of Inspection: (76 Address: .__4 i_aa2L12L1, Special Instructions: Date Called: Date Wanted: t. f l..4 A (I . L.,p, i ., ,.. — a.m. p.m. Requester: ■t. Q (kA,.. A $..4- V-% •A • , Li tlt___`-.)...1/ ; No:' c jt) lc 1 , ' 'h ' t r •■,} ‘k: . f. #S. f.. (s-jk ." . ..,' ) 4) -(' .......\......- - a L f2- . : . Project:,.... Type of Inspection: (76 Address: .__4 i_aa2L12L1, Special Instructions: Date Called: Date Wanted: t. t, a.m. p.m. Requester: ; No:' Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Inspector: Date: \ / L 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: El Corrections required prior to approval. PERMIT NO. ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Estates Lot 37 SITE ADDRESS: 4283 S 137 St Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # X Revision # I After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Wor s PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Er Incomplete ❑ TUES/THURS ROUTING: Please Route 2 Structural Review Required Documents/routing stip.doc 2.28 -02 APPROVALS OR CORRECTIONS: Approved EK Approved with Conditions n Notation: REVIEWER'S INITIALS: DATE: 05 -24 -02 Planning Division Permit Coordinator DUE DATE: 05-28-02 No further Review Required REVIEWER'S INITIALS: DATE: Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06 -25-02 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Estates Lot 37 SITE ADDRESS: 4283 S 137 St DEPARTMENTS: Building Division Public Works Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 2 Y Revision # I After Permit Is Issued PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete ❑ DATE: 05 -24 -02 Planning Division Permit Coordinator Comments: DUE DATE: 05-28-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 APPROVALS OR/ CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: ❑ No further Review Required ❑ DATE: 61281° Z DUE DATE: 06 -25-02 DATE: A/5 7° Z_ REVISION 'SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: ,/ 'i4 0 � ' Plan Check /Permit Number: DO 1 -161 • Response to Incomplete Letter # ® Response to Correction Letter # 2 ® Revision # 1 after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 37 Project Address: 4283 South 137 Street Contact Person: John Kappler Summary of Revision: - Ct CV\ Lel_Wi C /10 WAAAD Litt/A/ 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 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 )' � Phone Number: k'( RECEIVED are OF TUKw11. A PERMIT CENTER 05/21/02 May 21, 2002 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: Sincerely, iUL& ida- Brenda Holt Permit Coordinator encl xc: File No. DO1 -161 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number D01 -161 Fosterview Estates — Lot 37 4283 S 137th Street Steven M. Mullet, Mayor 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 11w same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Estates Lot 37 SITE ADDRESS: 4283 S 137 St X DATE: 04 -19 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # I x Revision # f After Permit Is Issued DEPARTMENTS: Building Division Public Work -I1 .0Z Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Incomplete Fire Prevention Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP n Planning Division Er a` .pL Permit Coordinator g DUE DATE: 04-23.02 Not Applicable ❑ C No further Review Required DATE: DUE DATE: 05-21 -02 Approved n Approved with Conditions n Not Approved (attach comments) d Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 6 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Documents/routing slip.doc 2.28.02 wi[ i°iY,. • ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Estates Lot 37 SITE ADDRESS: 4283 S 137 St DATE: 04 -19 -02 Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # / x Revision # , , After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 11.1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ n Planning Division Permit Coordinator DUE DATE: 04 -23-02 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: - b DATE: /'Zt, APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 DUE DATE: 05-21 -02 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -161 DATE: 04 -19 -02 PROJECT NAME: Fosterview Estates Lot 37 SITE ADDRESS: 4283 S 137 St Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # ( Revision # ( After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete a TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DUE DATE: 04-23-02 Not Applicable C Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: Structural Review Required C No further Review Required DATE: "t (2 U DUE DATE: 05-21-02 Approved with Conditions Not Approved (attach comments)' DATE: 17 /O Z Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ P\' 0 Staff Initials: DATE:: ; :May ,17 20.02 PROJECT: Fosterview Estates Lot 37 Revision No. 1 PERMIT NO.: D01 -161 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. PUBLIC WORKS DEPARTMENT COMMENTS 1) Sheet P6.9 - Please explain the call out "GRADE AT THIS POINT IS GREATER THAN 10' - 0'." Show were the subject point is, and 10' - 0" dimension on plan. 2) Terra Associates, Inc., drawings review letter for lot 37 dated April 18, 2002, states: a. Page 1, second sentence of first paragraph, reads: "The plan includes sheet P2.8, dated February 26, 2002, and . . ." However, submitted sheet P2.8 bears last revision dated March 7, 2002. b. Page 1. second paragraph, gives specific recommendations for minimum width and height dimensions of benches and keyways into native soil. Since the minimum dimension is specified as one (1) foot, is there a maximum width and height for benches and keyways? A diagram showing proper fill placement including benching and keying dimensions, fill characteristics, and compaction requirements would be very helpful. Prior to final permit sign -off, Public Works shall require your geotechnical engineer to observe and certify that the: • fill material meets the required characteristics and • keying and benching of fill material into existing native slope was done correctly and each layer minimum specified compaction achieved. c. Page 2, item 2, states that "runoff from the slope will tend to infiltrate into the ground if it is allowed to pond at any location." Public Works will not allow any ponding on this lot. With seepage being observed during dry weather conditions, please describe what type of surface drainage needs to be installed to prevent ponding of water. Is one yard drain at the southeast corner adequate to collect the seepage, or will seepage cause erosion of the flat portion of lot 37 back yard? (P:alice \Fosterview Estates Lot 37) JJS:ad Revision submittals must be submitted in person ar the Permbc Center. Revisions will not be accepted through the mail, fa:., ere Date: Pj /2 ❑ Response to Incomplete Letter g j Response to Correction Letter i 1 Revision # 41 after Permit is Issued Project Narne: Project Address: Contact Person. dArrilW-....■ vd 1i %l r�/�1�� r Phone Number. ( Z Summary of Revision: Ciiy of Tukwila Department of Community Development - Permit Center 6300 Southce rater Blvd, Suit .100 Tukwila, WA 98188' (206)431-3670 • .242,/ * ta83- S /37 51-• 4fre - -/kei, ? a/ 1 40 , /,10,2 A* �r.r/ 47, ^172, 4/ ,-' 1 i 3, / mF / Sheet Number ( s): 'X 'i O ' .. - - -i.. J • . A : • 3 -7-ea "Cloud" or highlight all areas of revision including dare of revision Received at the Ciry or Tukwila Permit Center by: eat «Y ❑ Entered in Sierra on i-f' f j ,p 2 Plan Check/Permit Number:, a,1— /t/ ti T PCOt CITY OF — A (•' R '1111) osr_•a/ao November 8. 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 — Revision #1 Development Permit Application Number D01 -161 Fosterview Estates — Lot 37 4283 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your Revision #1 to 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 Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda 4L1 Permit Coordinator encl xc: File No. D0I -161 • City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, .Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 - 3665 ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Lot 37 DATE: 10 -29 -01 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # I After Permit Is Issued DEPARTMENTS: Build' Division - ti' Pub fic. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved n a \PRRO U T E. DOC 5/99 PERMIT J COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention U Structural F1 Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS; C t T. PI nning Division litYCL 1(-2 Permit Coordinator DUE DATE: 10 -30-01 Not Applicable E No further Review Required DATE: ■1111111W DUE DATE 11 -27 -01 Approved with Conditionsn Not Approved (attach comments) � TE: ,� h n DUE DATE Approved n Approved with Conditions' I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: �LI ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Lot 37 SITE ADDRESS: SUITE # Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Please Route PLAN REVIEW/ROUTING SLIP Response to Correction Letter # X. Revision # I After Permit Is Issued mar DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete n Response to Incomplete Letter # C n DATE: 10 -29 -01 Planning Division Permit Coordinator DUE DATE: 10-30-01 Not Applicable [1 Comments: Structural Review Required 1111 No further Review Required Approved with Conditions REVIEWER'S INITIALS: DATE: DUE DATE 11 -27 -01 n C Not Approved (atta h co ments) n DATE: DUE DATE Approved with Conditions Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -161 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 37 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # I After Permit Is Issued DEPARTMENTS: Building Division Public Works C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete REVIEWER'S INITIALS: WRROUTE.DOC 5/99 Incomplete ri APPROVALS OR CORRECTIONS: (4 weeks) Planning Division Permit Coordinator DUE DATE: 1 0-30 -01 Not Applicable FT Comments: TUES/THURS ROUTING: Please Route El Stgctural Review Required r No further Review Required DATE: t 3 6) DUE DATE 11 -27 -01 n C .11111.. Approved I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -161 PROJECT NAME: Fosterview Lot 37 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Complete EI TUES /THURS ROUTING: Please Route 1PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Response to Correction Letter # C C REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Id (.m Approved Approved with Conditions n REVIEWER'S INITIALS: /\ I 1.1 DATE: 10 -29 -01 K Revision # 1 After Permit Is Issued C Planning Division Permit Coordinator C DUE DATE: 10 -30 -01 Not Applicable L.__ Comments: Structural Review Required ri No further Review Required LI DATE: f -f =;C'f >/ DUE DATE 11 -27 -01 Not Approved (attach comments) DATE: h /2/ 1 CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: November 2, 2001 PROJECT NAME: Fosterview Estates PLAN CHECK NO.: D01 -161 PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The revision to the rear yard retaining wall is not approved. The previously approved design created more pleasant and usable yards and was closer to the design shown at final plat approval. C:Wora's Files \LETTERS \FV vards.DOC ACTIVITY NUMBER: D01 -161 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 37 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # x Revision # J After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n 5- Fire Prevention Structural Incomplete n n Planning Division Permit Coordinator DUE DATE: 10-30-01 Not Applicable DATE: I * ` 3° ' 0 1 DUE DATE 11 -27 -01 DATE: - 6- o C C TUES /THURS ROUTING: Please Route Structural Review Required LI No further Review Required LI Approved n Approved with Conditions n Not Approved (attach comments) M REVIEWER'S INITIALS: J Sfett DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: City of Tukwila Department of Public Works James F Morrow, P.E., Direc:or °UBLIC WORS DEPARTMENT COMMEMT° DATE: November 3, 2001 PROJECT: Foster View Estates Lots 35. 36, 37, 38, 39 and 40 PERMIT NOS.: D01 -162. 154, 161, 159, 160, 152 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) A separate Miscellaneous Permit MI01 -125 was issued for a two tier retaining wall along Lots 36, 27, 38, 39. and 40. Any proposed modifications to the retaining wall should be submitted as a Permit MI01 -125 revision before PW can proceed with review of revisions of the Development Permits for individual Lots 35 through 40. 2) PW staff has observed that the back slope of subject Lots was not graded per approved plans and houses are built lower than was originally intended. A letter dated October 24, 2001 from Terre Associates, Inc. containing a Retaining Wall Plan Review incorrectly describes the scope of new proposal. The second paragraph of the correspondence states that "The project plan indicates that the previously proposed upper wall has been deleted and the height of the lower wall has been increased." There has been no mention that applicant is proposing the new wall at a different location than the lower wall and therefore reducing the back yard significantly. 3) The proposed wall location is unacceptable to the City because it leaves the future homeowner with practically no backyard. Please revise the wall design and location. Wall location should match the lower first tier of the wall approved under permit MI01 -125. 4) Wall details on Sheet P. 8.1 call for DIV.3 Sheet A -1 for #4 horizontal and vertical bars, DIV. 7 Sheet A -1 for damp proofing and DIV. 2 Sheet A -1 for footing drain construction, however, sheet A -1 was not included in your submittal. Detail 9/P.8.0 was missing as well. 5) Please label the slope behind the wall on details 5, 6 and 7 on Sheet P.8.1 and explain the drainage system. Was it the designer's intention that the runoff from the slope behind the wail will sheet flow over the top of the wall and end up in the Steven M. Mullet, ,Mayor 0300 Southcenter Boulevard. Suite 7100 • Tukwila, Washington- 98183 • Phone: 20o- 433.0179 • Fax: 20o-431.3oc; homeowner's backyard? Is the second drainage system in front of the wall needed to prevent ground saturation between the existing homes and proposed retaining wall? 6) Due to challenging soil conditions, the wall design will be peer reviewed at the applicant's expense. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /D -26 ❑ Response to Incomplete Letter ❑ Response to Correction Letter T 116 Revision i J after Permit is Issued Sheet Number (s): Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on • Ciry of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 93133' (206) Plan Check/Permit Number: 120/- /� f Project Name: , ,tev' W (5ri11 L.O# 3 7 Project Address: "• Contact Person: Phone Number: Summary of Revision: 6 CoNLFrt Jli /A/J Aka 4e4 734 Ate- P/Ji'6errf Ai' oc i r 37 A4Ze. A. / t/Ze -i , '1m., (;) MII r rZ / i, AV "Cloud" or highlight all areas of r )ision i cludin; dare of revision v• 4 • RECEIVEn CITY OF TUKWILA PERMIT C o sr_•o roo ACTIVITY NUMBER D01 -161 DATE: 07 -11 -01 PROJECT NAME: FOSTERVIEW ESTATES - LOT 37 SITE ADDRESS: 4283 S 137 ST SUITE NO: Response to Incomplete Letter # Original Plan Submittal X Response to Correction Letter #1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works UC Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINA OF COMPLETENESS: (Tues., Thurs.) Incomplete LI TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 1 Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions I I C C JINNI Planning Division n Permit Coordinator DUE DATE: 07-1 2 -01 Not Applicable 1 No further Review Required DATE: DUE DATE 08 -09 -01 C ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -161 DATE: 07 -11 -01 PROJECT NAME: FOSTERVIEW ESTATES - LOT 37 SITE ADDRESS: 4283 S 137 ST SUITE NO: Response to Incomplete Letter # Revision # AFTER Permit Is Issued Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: grg Approved n PLAN REVIEW /ROUTING SLIP X Response to Correction Letter # 1 n s Structural Review Required I CORRECTION DETERMINATION: Fire Prevention Structural Incomplete El n n LI REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07-12-01 Not Applicable LI No further Review Required n DATE: DUE DATE 08-09-01 Not Approved (attach comments) ri DATE: 1//3/ DUE DATE Approved with Conditions Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southce.nter Blvd, Suite .100 Tukwila, WA 98133' (206) • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: "l4 -dl ❑ Response to Incomplete Letter T Response to Correction -Letter R / ❑ Revision T after Per nit is Issued Project Name: rosTe a U(5w . c6rxrre5, Project Address: I/243 ' � 3 r S •. Contact Person: a LIB/ Summary of Revision: Wt c 7bNE G..t Or t.cer "37 /e cooxxtre' ?CTJ►i.uiAud• tr.)44 _ Entered in Sierra on Received at the Cirvof Tukwila Permit Center bv: Plan Check/Permit Number: Do / - /G/ Sheet Number(s): I'I.D n 3 P2. , ��•7 T ' 9 1 Vg.9 "Cloud" or highlight all areas of revision including dare of revision Phone Number. W aJ r. . , IlJt• ra r r J UL 1 i 2001 PE RA IlT CEN os /3 0/00 June 27, 2001 Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 20o -- 131.3070 • Fax: 20n- 431.3065 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: 11L1idle /fit Brenda Holt Permit Coordinator encl xc: File No. D01 -161 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D01 -161 Fosterview Estates — Lot 37 4283 South 137th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Steven Mullet, Mayor Original Plan Submittal PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -161 PROJECT NAME: FOSTERVIEW ESTATES LOT37 SITE ADDRESS: 4283 SO 137 ST SUITE NO: Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: r, Buil i �ivision le i g . (g c4 Public W. rks - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete U Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) �1 Fire Prevention hilt 6 -0 Structural Approved ri Approved with Conditions n DATE: 05 -23 -01 Response to Incomplete Letter It n Ili Planning g Division KI.A. S -Z`{ -a t 10! Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable El No further Review Required u DATE: DUE DATE 06 -21 -01 Not Approved (attach comments) DATE CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: MU/MUNK PERMIT COORD COPY DUE DATE Not Approved (attach comments) [ DATE: ACTIVITY NUMBER D01 -161 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT37 SITE ADDRESS: 4283 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complet PLAN REVIEW /ROUTING SLIP Structural Incomplete 1 Comments: TUES /THURS ROUTING: Please Route StructurjiI Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved w Co `,• itions Not Approved (attach comments) DATE: 6-6- 2-cei REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved 4UOIJIt.1XX Nil Approved with Conditions Fire Prevention n Planning Division REVIEWER'S INITIALS: Permit Coordinator No further Review ' -quire DATE: 5 Z n c DUE DATE: 05-24-01 Not Applicable LI DUE DATE 06 -21-01 DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: DO I -- 1(0 BUILDING PERVIITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -alp ❑ 00007 Pre -Move inspection ❑ 0050 WSEC Residential Pr 00060 WA Ventilationrindoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 6/000 Resteel 0095 Footing Drains 0100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ )0350 Crawl Space E'" 00400 Shear Wall Nailing 00450 Plywood Walt Sheathing Q'00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550. Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types Q� 00700 Framing 0750 Roof/Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls [] 90900 Suspended Ceiling 1. 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ D1400 Final -Fire 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mom Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System 0 TENANT NAME: CONDITIONS 24001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012. Ve',v ceiling grid & tight fixture shall meet lateral bracing ❑ 0013 Parition walls attached :a ceiling ?rid O 0014 Readily accessible access to roof mounted equipment 015 Engineered truss drawings 3c calcs shall be on site 016 Exposed insulation backing material 0017 Subgrade preparation including drainage. excavation ❑ 0013 Statement from rooting contractor verifying fire retardant class of roof 019 All construc :ion to be done in conformance :mapproved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of O 0023 Notify Building Division prior to placing any concrete [ ❑ 2 4 All spray applied fireproofing shall be special inspected 0 All wood to remain in placed concrete shall be treated 0,4026 All structural masonry shalt be special inspected a 0027 Validity of Permit ?3 Rack storage requires separate permit ❑ Q��3 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. tlat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for waterisewer connect ❑ 0033 A C of 0 will be required for this permit ❑ Final approval for all TI wiin the limits of the SC Mall 0004. All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ _,Q 41 Ventilation is required for all new rooms & spaces 0005 All permits. insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shalt be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroot" Plan Reviewer: Permit Tech: Date: 7 — 0 ` Date: (P —v PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -161 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT37 SITE ADDRESS: 4283 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works C n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: Incomplete n TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: fy APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions • n n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: ' KOUIl [NW Seri Planning Division Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable El No further Review Required DATE: �At DUE DATE 06 -21 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) ri DATE: DEPARTMENTS: Building Division Public Works Complete Comments: TUES/THURS ROUTING: Please Route Approved li.:l PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -161 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT37 SITE ADDRESS: 4283 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued LI Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention ri Planning Division Incomplete LI LI Permit Coordinator Not Applicable to LI DUE DATE: 05 -24 -01 Structural Review Required REVIEWER'S INITIALS: ______ 'J & kc LI No further Review Required DATE: ___ Bn APPROVALS OR CORRECTIONS: (ten days) I I REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions Not Approved (attach comments) ri DUE DATE 06-21-01 ACTIVITY NUMBER D01 -161 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT37 SITE ADDRESS: 4283 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete El Comments: Please Route C • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) 'f�UOUtf IMK Yr■ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete rn Structural Review Required n n Planning Division Permit Coordinator [n No further Review Required DUE DATE 06-21-01 • n DUE DATE: 05-24-01 Not Applicable ri DATE: 11111111111111111e AP Approved n Approved with Conditions n Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: 6 26r0l CORRECTION DETERMINATION: DUE DATE Approved Li Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DATE: July 26, 2001 City of Tukwila Department of Public Works James F Morrow, P.E., Director PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: FOSTERVIEW ESTATES Lots 36, 37, 38, 39 and 40 PERMIT NO: D01 -154, D01 -161, D01 -159 D01 -160, D01 -152 Steven M. Mullet, Mayor PLAN REVIEWER: Contact Joanna Spencer at (206) 433-0179 if you have any questions regarding the following comments. 1. A separate permit is required for retaining walls and its storm drainage system within lots 36 through 40. Applicant shall contact Tukwila Building Department for retaining wall permit requirements. 2. According to the Planning Department, proposed retaining walls are classified as structures and are subject to a 10 ft rear and 5 ft side yard setback requirements. Revise your plans and sections showing the proper retaining wall locations and show setback dimensions. Your grading plan shall be adjusted to reflect new location of the retaining walls. 3. Earthwork quantities shall be adjusted to incorporate land altering changes due to revised location of proposed retaining walls. 4. Provide call outs on your plans "Keystone retaining walls and associated wall drainage under a separate permit." 6300 Southcenter Boulevard, Suite ;+100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 - 431.3665 Revision Date No. Received Staff Date Staff Initials f Issued Initials I I Summary of Revision: i Summary or Revision: Revision Date No. I Received Received By: Staff Initials { 4/(a4-' Date Issued l; � ' Staff Initials i 5 r ` , Summary of Revision: 1 I /..: 1 G . L. - • / - t i i ' 4/ / a/ i JA . .4 1111 1111 ' 4 ..'.' I j 44..‘ Aid 11.4 , . i 4i4 • I ./I _ 1 I Received By: Revision Date No. Received Staff Date Staff Initials f Issued Initials I I Summary of Revision: i Summary or Revision: Received By: Revision No. Date f Received Staff a ate Initials Issued Staff i Initials i I i Summary or Revision: Received By: Revision No. I Date Received Staff Initials ' Dat - - Issue. Staff Initials Summary of Revision: l; � � �.. r ` d Recei B — PROJECT NAME: FCSirr Lci 3'7 Site Address: 1 Q83 5. /37 M' - REVISION LOG Revision No. Summary of Revision: Date Received Start Initials PERMI ��0 : 1)C/ — U Original Issue Date: Received By: Dat- Issu . d please print) please print) 1please pant) 1please print) Staff Initials Dear Ms. Holt, May 24, 2002 City of Tukwila Attn: Brenda Holt 6300 Southcenter Blvd. Tukwila, WA 98188 p . 1 . t . It I" C 111 y C t C 1 1 t ) I l l C 1' I ti r i► t1 i r RE: Response to Correction Letter #2 — Revision #1 Development Permit Application #D01 -161 Fosterview Estates, Lot 37 4283 S 137 Street 5079 l CO. S1`. • . id.., I S 1t1E WASOI iCT+ }ti t This letter is to confirm our resubmittal of the above - referenced project. We are providing you with the revised P2.8 sheets (dated 3.7.02 — City Revisions), as well as a geotechnical letter dated May 22 "` 2002. I responded to Joanna Spencer's memo that is dated May 17 2002, which was faxed to our office on May 20 2002, and is referenced in the geotechnical memo as dated May 20 2002. Item #1: "Grade at this point is greater than 10' -0 " is a designation that we put on the drawing sections on sheet P6.9 to assist planning with interpreting the building height calculations. This call -out does not refer to any public works requirement. RECEIVED CITY OF TUKWILA Item #2: Terra Associates letter dated April 18 has addressed and clarified your concerns. • Item 2A - The sheet - dating reference has been clarified. REVISION NO • Item 2B - The typical dimensions of the keying and benching are clarified. It is felt that since a geotechnical engineer is on -site during earthwork construction, that additional detailing is not required. Further, your concern regarding water at the bottom a cut - and -fill will be taken care of as the cut goes all the way to the foundation wall. There is structural fill all the way to the foundation wall, and the foundation draining system along the back of the foundation wall will pick up any hillside drainage. As stated in your memo, and as part of the plat requirements, the geotechnical engineer will certify on a lot -by -lot basis that fill materials meet the requirements of their geotechnical report, and that all keying and benching and construction has been done to their satisfaction while under their supervision. CORRECTION Doi -vat 14311 SF 16r( Street . 'Bellevue, WA 9Sooj 1.800.888.4517 . (425)t 41.5 20 .fax: 1x: (425)641.5318 CO502_46 Fosterview Estates, Lot 37 - Response to Correction►ttch l(ertwlitl, 961At3>`doa PERMIT CENTER • Item 2C - You have a concern about run -off from the slope; it has been our intent to swale the backyards to the single yard drain that has been shown on our drawings. To prevent any water - ponding on the site, we have elected to install a second yard drain on the back of this lot. We have revised our site plan to show where this drain is located. This yard drain will tie into the tight -line around the house, and tie into the appropriate storm - draining system. Any sub- surface water would get picked up by the foundation draining system along the back of the foundation wall. c,u4 U Si cerely, u) 0 u. u O Jo n K' p ler, President a Kappler Architects, P.S. N I hope this addresses the concerns that you had. Should you have any further questions or comments, please do not hesitate to call. a.% RECEIVED CITY OF' TUKWILA PERMIT CEEF gihtnetlnformation :- . . ':. . .' .: ., 3, :AC6nntiCbintacf :P&i'sotir. . :i„ s... Name: S L 4..m. W( it 1.!.1.A Name: . • _0 0 '. t` . Address: Address: _Phone: 4a5 , 3u} : 1$ Phone: 5 - (og -6 c Q This certificate is for the purposes of: IS Residential Building Permit ❑ Preliminary Plat ❑ ❑ Commercial/industrial Building Permit ❑ Rezone ❑ Short Subdivision Other Estimated number of service connections and meter size(s): /3)( 3)4 tt Q r (. Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): �t `. ��_ _ .4�, , w t + N,0 0 • • la. Owner /Agent Signature: Date: ` Lac._ -(yN Certificate of Water Availability PROJECT #: F"tjer{erViecA) Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map andi.egal Description showing hydrant location and size of main): /4/83 1.6.07 /J &-' L-D PART B: (To be completed by water utility district) • The proposed project is located within � ���L�.17' 1(L ' A The improvements required to upgrade the water system to bring i plan or to meet the minimum flow requirements of the project before connection: _(Use separate sheet it more room is needed) . : • on the improvements listed above, water can be provided and will be a • ble at the site with a flow of _���� • pm at 20 psi residual for a duration of 2 hours at a velocity of lfps as documented by the attached calculations. I hereby certify that the above information is true and correct. MOO 1 l'�4� -�'-►- Yt.- t..... Agency /Phone • PART C: (To be completed by governing jurisdiction) Water Availability: Cl Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 C �� E IvED Iu, El System isn't capable of providing service to this project. � ; Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) A•enc /Phone WTRAVAILDOC 6/5/96 CITY Of 'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 (City/County) H-ha compliance with the utilities' comprehensive po c�( Dale C) PERMIT CENTFT- Date Q } � 2 1— tit rt 2 UO Cf CB US J • L.. uj O u. N w Z1- C1 U ON ©H W w LL Z U N O LICENSE DETAIL INFORM TION Form Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 *. *VIEW PRINCIPAL_OWNER(S) FOR THIS LICENSE` ' * * *VIEW CONTRACTOR_ BOND /SAVINGS INFORMATION * * 'CHECK *CHECK INQUIRY_FOR SUMMONS AND COMPLAINTS* * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of I New inquiry by CITY, N,VNIE, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance _[_lome Page http://www.lni.wa.gov/ CONTRACTORS /TF2Form. asp ?License- DUJARD *204L0 2/28/01 Dear Nora, Enclosure. ,typpLi pc September 24, 2002 City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Earthwork Observation Final Report. Fosterview Estates, Lot 37 l/ t Ilt'111 1 ti 11 11 1 I1tJ 1"i st'11I "i i Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lot 37 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. Aaron Swain, Office Administrator Kappler Architects, P.S. i ,f T-s, RECEIVED SEP 2 5 2002 COMMUNITY DEVELOPMENT 1201- l(it 14311 SE .u.- thi Street . 'Beliertle, WA 9SOO7 1.SOO.88S.4517 . (425) 41.5320 . ttiY: (425)641.531S C0902_29 Final Geotech Report, Lo 37, Fosterview ( #9801 ,ktyylerhoI1tc latu.collt Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 37 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Reference: 1. Plan Review, Fosterview Estates, Lot 37, by Terri Associates, Inc., dated July 10, 2001 2. Review of Drawings, Fosterview Estates, Lot 37, by Terra Associates, Inc., dated April 18, 2002 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 37 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 letters, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Final surface stabilization 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 - 4334 • terra@terra September 20, 2002 Project No. T- 1515 -2 RECEIVED SEP 2 5 2002 COMMUNITY DEVELOPMENT 17 0/—tepi Mr. Bill Fowler September 20, 2002 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 37 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 field memo delineating the foundation subgrade conditions noted during our site visit. At the time of our final site visit to the lot, the slopes behind the house were stable, the landscaping had been installed, and the grass was in its early stages of growth. This work was performed, and this letter prepared specifically, for the use of Dujardin Development Company and their authorized representatives. 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. cc: l S' Exc Examination Report Mr. John Kappler, Kappler Architects RECEIVED SEP 2 5 2002 u�E oPMENT Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 8- 3-0 I PROJECT NO /5/5 2 PROJECT NAME: Fps RV1 EVJ PROJECT LOCATION ( UKwILLA CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: Fv s u PPo(ZT o z^ o E R RA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 2,000 ps F REPRESENTATIVE /gy - T' IN ha A5 RECEIVED SEP 2 5 2002 COMMUNITY DEVELOPMENT ra 1 SU w Per - e O 2 L-0 C0 5 0 (C /t'1 /4-'i E t A 5 >lt ,L' L1! 13 U ► L01 N G L kO S . A n, y S - "no J ) FRO 6A Fcr Tl N b A4 ZE A 5 Pet() F 'TO CO N c t 'T T'Li c 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 soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. ' 1 COPY TO: I Tz DUSAZ�6fq SIGNATURE 6 FOOTING EXCAVATION FIELD CONDITIONS NOTED - 1 US FO Fc,cYTiNVS t1/41e EXCAV -6 L o " 3`7. 2 ,-v ZO IN 'TO r.«y vE CLkY Y Si LTS 1= X PEc - re-fl - TO Su?RjRT 2,000 p5 -I f3UiL 1J /N (, LO ADS A t_L Foo NKD A R(;- S W 0 RE F IRN\ /►cN0 NON - Y /E LAIl V( FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 8- 3-0 I PROJECT NO /5/5 2 PROJECT NAME: Fps RV1 EVJ PROJECT LOCATION ( UKwILLA CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: Fv s u PPo(ZT o z^ o E R RA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 2,000 ps F REPRESENTATIVE /gy - T' IN ha A5 RECEIVED SEP 2 5 2002 COMMUNITY DEVELOPMENT ra 1 SU w Per - e O 2 L-0 C0 5 0 (C /t'1 /4-'i E t A 5 >lt ,L' L1! 13 U ► L01 N G L kO S . A n, y S - "no J ) FRO 6A Fcr Tl N b A4 ZE A 5 Pet() F 'TO CO N c t 'T T'Li c 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 soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. ' 1 COPY TO: I Tz DUSAZ�6fq SIGNATURE 6 FOOTING EXCAVATION FIELD CONDITIONS NOTED 1 kr,A _;L ' 1 1 t` - +'. -. r ; I _ r - C,,.; 1- -,— )':'tt•.1t. •_: (. <Z F XCAVAl2 :1:) !_CUT " ,.. . rr 1 __r, lr I I() t'.t i \`t 1 Ut - - C.L -A'/ r: y ._%l L T:=. t -- k 1-t7'.. - 1`c. l� - IC) `t)( tjr' "' CO C.) / f.::UIL_ Il')1 L, t., . ALL i V6'1'I n1(., A .: .r. .. vat:. hF v 1 r_ t • \ ; >.1- 1 t:: Ni 0 1'4 Y t = t -1 I !'-.1( - RECEIVED AUG 2 9 2001 BUILDING DEPARTMENT FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED -' (7' I PROJECT NAME: F7c'' �1 t•1` \1I C: (A) PROJECT LOCATION• �� "� ILEA CONTRACTOR: NOTES: t ( U i 0 i A izt:.,' fi t DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: 1.OUL ,c+'1 I NS, t co I i'v / \(,' f '; 1(2) I i::t•ti (: 1 1-'(1 C,`.r'Ic A) 7 . 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 soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE _ TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 O L_.c o f:!J( ,j .11 PROJECT NO /57. REPRESENTATIVE: (" ) C O . I 1 l)1 L. t) N L L._4:1) Avi.) . ; _. A `+ l 'F 0 ( < . -- -� COPY TO: - ..1'r,:.. � L`'' July 2, 2002 John Kappler 14311 SE 16th Street Bellevue, WA 98007 RE: Permit Application No. 001 -181 4283 S 137th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 18, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D01 -161 Bob Benedicto, Building Official City of Tukwila Department of Community Development • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r44 Mr. Bill Fowler Dujardin Development - P.O. Box 1059 Snohomish, Washington 98291 Subject: Geotechnical Review Fosterview Estates, Lots 37 and 40 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences May 22, 2002 Project No. T- 1515 -2 RECEIVED t_';ITv Or TtJKWU.A PERMIT CENT EP As requested, we reviewed comments from Ms. Joanna Spencer of the City of Tukwila in a memo sent to Mr. John Kappler on May 20, 2002. Our response is as follows: Item 2a We have reviewed the revised Sheets P2.8 from Kappler Associates, dated March 7, 2002. From a geotechnical perspective, these drawings are identical to the drawings dated February 26, 2002, which we previously reviewed. Consequently, all of the comments and recommendations presented in our letters dated April 18, 2002 continue to be valid. Item 2b A typical detail of the benching of fills into native soils is shown on Sheet C -03.0 of the project civil drawings. Fill materials should consist of granular soils with a maximum size of three inches, and no more than ten percent fines passing the No. 200 sieve. All fills should be compacted to 95 percent relative compaction, as determined by the American Society for Testing and Materials (ASTM) Test Designation D -698. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra - associates.com Mr. Bill Fowler May 22, 2002 Item 2c We understand that you plan to prevent ponding of water by installing one or more yard drains in the backyards of each of these lots. In our opinion, these yard drains are a suitable means of preventing ponding of water. Backyard grades should be prepared to drain all water towards the yard drains. We trust these r : P ; equate. Please call if you have any questions. Sincerely TERRA Anil Buta President AB:ae [5XPIRES 1219103 _ cc: Mr. John Kappler, Kappler Architects megnammstryigttt 1 5 /ZZIL RECEIVED ry OF TUKWILA `, 'r;Mrr CENTER Project No. T- 1515 -2 Page No. 2 Balance Due: $ Need Current Contractor Registration Card: [] Yes No Need to Enter Contractor Information in Sierra: ❑ Yes Flo ta - 13 iti Balance Due: $ 1 Need Current Contractor Registration Card: ❑ Yes lo Need to Enter Contractor Information in Sierra: ❑ Yes o FOSTERVIEW, TUKWILA WA D JARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL ADDRESS: 4283 SOUTH 137th STREET 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 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO DOCUMENTS, LOT 37 TAX PARCEL I.D. #: 261200 -0370 SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PI.0 P1.3 PIS PL6 P2.8 P6.9 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - 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 35 - 40 SITE SPECIFIC SECTIONS - LOTS 37 - 40 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 37 STAIR DETAILS FOR PLAN 1843 A & B 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 -072) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.i 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 Dl. STANDARD DETAILS DR STANDARD DETAILS 51. LATERAL DETAILS S2. LATERAL DETAILS 53. LATERAL WALL SCHEDULE Oi4 (.1 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. •� 1 By Date Permit No ALE COPY SEPARATE PERMIT VQUIRED FOR: la MECHANICAL , ELECTRICAL LJ LUMBING tJ CAS PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS MADE TO NO CHANGES SHALL BE '" PRiO 17-1F._ SCOPE OF SCOPE OF WORK WITHOUT L d PRO � a L ` F B p I L ING DeV ir,;:�+ - mi PLAN R'_1 "EW F.5. H F- 0 c0 L9 `0 Cri I w LL U ° y o Q a 4 OCI TIRE ace co. : 00156 SHEET COVER SHEET AREA LOT # PHASE LOT 1' 5 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT8 B 7 LOT 9 0 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 LOT19 C 10 LOT 20 D AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 0 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 40 D CONDITIONS I. 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 ARWEVAELMY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATION& 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 RECOMMENDATIONS 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 FOUNDATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY 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 THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS GROUPED IN PHASES THAT THE HOME FOOLING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO 711E 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 a THE GEOTECHNICAL ENGINEER IS 70 PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT TTHE PLAT OF FOSTERWEW 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 EY.'PERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STS SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLANS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTINGG, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITT EASEMENT P.M. #230415 -i -011 THIS EASEM ENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCORS AND ASSIGNS THE RIGHT. PRIVILEGE AND AUTHORITY TD INSTALL, CONSIR/CT, ERECT, ALTER, IMPROVE; REPAIR, ENERGIZE; OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS, VAULTS. MANHOLES CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVEMOYT APPONIENAN(ES 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 MT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERNEW 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, CHANGNG PATROWNG, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE, 115 SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHIG IN THE OPINION OF THE GRANTEE, INTERFERE NB! THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE 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 WITHIN 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 MLL 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 WWTHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PRONDED 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 WILE PRIVILEGES A 40 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, AT WHICH TIME ALL SUCH RIGHTS, TIRE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE OPEN SPACE EASEMENT LINE TABLE UNE I DIRECTION. I DISTANCE EL1 N895954'14' 4025' 02 N003904E 10.13' Q3 N8959541W 58.26' 0.4 N73'41'17'W 10270' Q5 N7341'171W 262' as N193634E 4.56' 57 N877 8'54"E 51.21' 0.8 N09177'32'E 7244' L39 N5750'04E 2723' 610 N8323'46E 29.05' E11 N132557'E '2255' 0112 N8936'14'W 46.42' 613 N1499361 35.05' 6L14 N8876 09'W 47.06' 515 N8876'0916 5.12 0.)6 N1653'OES 3200' EL17 N212045E 25.84' 0.78 N82'4023'W 14.86' 619 N72'4147E 20.92 520 N52732•47'W 3209' B21 N52'0247'W 2592' 622 N892056'W 26.97' 0.23 N892056'W 24.39' 624 N89205614' 16.55' 0.25 N6O'4136E 52.67' D.26 NOOOOOOE 9.61' 0_27 N69205616 33.40' EL28 S7539'14'E 45.91' L729 N6632J9E 2242' 0_30 N1956'54'W 33.71 0131 N3255'12'W 3344' 0.32 N857257'W 49.06' 0133 N5157'35E 1882' E1.34 NO8'45'O4E 2204' 0_35 N41L8'35'W 2268' Q.' 6 NO232'46'W 21.13' 637 N645341'W 60.07' 0.38 NO232'4616 19.88' 539 N3895'34E 23.66' ENO N6453'41:'W 41.66' 0_41 N36V5'34E 16.16' 0_42 N7429'41 "E 26.99' EL43 NO35632'W 31.75 544 14345932E 25.95' 0.45 N0879'49'E 15.18' 0.46 N263542'W 14.93' 0147 N054434 E 17.08' 648 N350521E 21.05' 649 10242'40E 16.28' 650 N87 20.74' - 1E151 - N87'48•28'w 10.83' 0152 N8748'28'W 2.57' 0-53 NO137'43E 5200' 0.54 N355757'w 74.34 ¢55 S535775E. 8093' OPEN SPACE EASEMENT CURVE TABLE CURIE I RADIUS 1 LENGTH I DELTA EC1 5311' 57.93 6229'43" E62 47.00' 17.23' 205952' EC3 33.27' 36.25' 622518' EC4 20.00' 49.81 142 FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 6Z 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 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R i M R.L. McDUFFY & ASSOCIATES, INC. L I) LAND USE CONSULTANTS ENGINEERS a SURVEYORS o PLANNERS . MANAGEMENT 3605 OXBY AWNUE ENIWI , WASLNGIIW 98201 (425) 258 -4438 FAX (425) 258 -1616 DATE 2/7/00 ONG. KING JOB NO 96089 SHT 4 OF _4_ � LOT # !PHASE PLAN MOD'ED PGRCx AREA 'MOIYEDI LOT # PHASE! PLAN PORCH AREA LOT 1 1843B X , 1 LOT 21 2119 LOT 2 1843A X LOT 22 I B 2060 5 A LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 I 1568B j LOT 5 2108 X 2 LOT 25 C i 1843A 6 LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 B 2108 X LOT 28 I 1843B LOT 9 2108 LOT 29 D 1843E 7 LOT 10 2246 LOT 34 I 1843A LOT 11 2108 LOT 31 2060 I ' LOT 12 ' 1568A LOT 32 2119 LOT 13 2246 3 LOT 33 A 2060 ! 8 LOT 14 A 2108 LOT 34 : 2119 LOT 15 D'R moat p) LOT 35 � 1843B ( � � LOT 1 MOD'FD (2) LOT 36 1843A LOT 17 2246 LOT 37 C 1 1843B 9 LOT 18 C 2060 4 LOT 38 1843A LOT 39 1843B LOT 19 2119 LOT 20 2060 LOT 40 I D 1843A 10 [OME PLAN MATRIX & SCHEDULE v vvvvvvvvvvv v vvv V,/ 'V VVs./ vv ;rj vvv vvvvv vv� _v l!Y v vvvv v vvvv vvvvv v vvvvvv v vvvv vvvvv PHASE A PHASE B PHASE KEY PHASE C ✓vvvvi vvvv ;ivvvvl PHASE D vvv . ivvv vv vvv vvvv� PL 1568B 1843A 1843B 2060 2108 2246 2119 CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. Z THE HOUSE DEVELOP AREAS EACH AREA IS TO B CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SUBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MTOG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCITON. C GEOTECHNICAL REQUIRE/ENE NEEDED TO ALLOW TADON OF mean HOME DEVELOPMENT CO D. CONSTRUCTION DEIGN PARAMETERS ON A LOT E FOR LOTS 21 THROUGH 34, TEE UNSUITABLE SHALL BE OVER EXCAVATED DURING CO FOUNDATIONS, FOOTINGS, AND FLOOR SLAT THERE WILL BE LI LIED EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE HA LOT DEVELOPMENT OT ACHIEVE AN INCLINAIIO ACCEPTABLE OPTION IS TO PROVIDE A MECHANICALLY STABILIZED RETAINING WALL THE (NORTE END) OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. N' 0 �NCR N' PO N' E PROBLTS IR SINGq;LLE HNICJIL AL 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE GE RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT, GRO ' 1 IN THAT THE HOME, FOOTING AND FOUNDA ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO NDATIgNS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN ' IS TO OBS I' VE THE IMPLEMENTATION OP THE HOUSE DEVELOPME PLAN. REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS A. TEMPORARY EXCAVATION OF CONSTRUCT! MITIGATION MEASURES. B. VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS D D AY PLACEMENTS ACCORDING TO GEOTECHNICAL ATI NS C. VERIFICATION OF BACK FILL AND PREPARATION °i : CONSTRU ON IN ADJACENT HOME DEVELOPMENT CONSIR COON AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATII NS S. THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISFED rx errnonexrA wrru Taro rmrraruxrrer oornuuoxneTrnxe TRACT "A" APOPI IYLIYE. - 1W (7RAcTWY) 'Do1•lbi OME DEVELOPMENT PLAN KEY PLAN RECEIVED 160 SHEET n 111LE JO 980 1321 Pl ()I LOT # PHASE! PLAN LOT 1 , LOT 2 I 1843A A 1 LOT 3 2119 2246 LOT 4 LOT 5 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT PL FENCE (AS SHOWN ON C-2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 2108 2246 LOT 6 LOT 7 2246 ,--- LOTS: B LOT 9 I LOT 10 LOT 11 LOT 12 LOT 13 I LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 2108 X 2108 2246 2108 1568A 2246 2108 A mog. (1) C 2108 MOYED (2) 2246 2060 2119 2060 , - 7— ---- - i --- 7,77 ----- 7 ---------- / r . N - , . A . / / , ' , . 7 , / PA:FEW? "I" UST — 777 (7RACT BOY) TRACT "B" MOD'F.D PORCH X X AREA 1843B X 3 2 4 1 LOT 21 LOT 22 I B LOT 23 LOT 24 LOT 25 ! LOT 26 I LOT 27 1568A 1568B LOT 29 D 1843B 1 LOT 30 LOT 31 1843A 2060 2119 LOT 32 LOT 33 I A 2060 LOT 34 2119 LOT 35 LOT 36 1 1843A L I LOT 37 I C I 1843B 1843B LOT 38 1843A I LOT 39 I 1843B 7 LOT 40 D 1843A I 10 8 OME PLAN MATRIX & SCHEDULE PROWR7 Y LINE np opAcra9r) ; 4- 7 tt, TRACT "A" 1,/ „ " 7"! /// 7 / 17 OME DEVELOPMENT PLAN DETAIL!' , d e 4 A oti PHASE lo1-1. (01 KEY PLAN • R/ile 80 160 I 11TLE SHEET JOB NO. : 9801a21H P1 3 \it■ SOUTHGATE PARK "Mak 1111 WMPit 1111 g EX. UT/L/TY POLE 15' NAADE fECE/A77CW EX,FER 1/171/ POL ■ EX. ROI'Y(£RY x COIVO WALL ,.5 EX GUY POLE GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 - - - T /"11.1 �e 1" 20 40 60 80 160 '; _______ ITE STEPS EE A5. NEW 5' CONC. WALK NEW 5' ASPK WALK 137711 STREET SEE SHEET A50 FOR SITE STEP I FOR'IATION co Q TITLE JOB NO. 95013 SHEET I P1 51 R_c=.vso 10"PRWATE ORNNACE E' 02 I 177 04 60 114 N/A 05 25 193 N/A 06 25 204 N/A 266 N/A N/A 01 348 133 0 0 03 35 37 0 4 N/A N/A N/A 07 ' 22 290 N/A N/A 08 : 40 227 N/A N/A 09 25 235 N/A N/A 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 � `� IX 17: THE GARAGES, BACK FILL FOR FOUNDATION, AND AROUND SITE POLE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OU1. TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. CUT FILL 10 35 255 N/A N/A ' -� CUT I FILL 11 60 150 N/A N/A 26 449 40 a5 0 12 87 30 P1 /A N/A 27 + 551 40 55 0 13 193 30 N/A N/A 28 647 40 N/A N/A 14 41 150 N/A N/A 29 j 424 40 N/A N/A 15 ! 45 150 N /A N /A 30 3R 1 40 N /A N /A 16 45 i 85 N/A N/A 31 `:, 38 137 N/A N/A IX uTa/ 17 56 36 N/A N/A 32 I 35 81 0 1 83 POLE 18 76 ! 36 N/A N/A , 33 j 38 122 0 1 66 TOTAL, TOTAL ADJACENT TO LOT LOT : c1 1T i F11 1 ; WITHIN R.O.W. i 19 108 30 N/A N/A 34 35 37 3 7 20 140 25 N/A N/A 35 596 40 N/A N/A 21 35 25 N/A N/A 36 j 580 40 N/A N/A 22 40 38 N/A N/A 37 480 40 N/A N/A 23 40 44 N/A N/A 38 446 40 N/A N/A 24 282 25 35 0 39 395 40 N/A N/A 1 25 266 38 35 0 40 ! 473 40 N/A N/A PETESIRTAV RAO FrATLC 0711/71 EA OC/I7 SOUTHGATE PARK i PEDES778AN AND PUBLIC 07NN11 I / j PEOES7RG4 ' io P1SLIO 1/..7YEASE4ENT 70 "PR/YAIE �� -. - -- ---- /T PPoYA7F : 7 7.. . , _._ --7- t _ }_ :=- L I: , - MIN.-411W111, r ' lih...._________, irallb, 7 t7 ,7,1 ___ ... . rar7ii. N ,,,,,,",--- Aumpolos i li o . ,...,,,, , , I. ,,,.., 7 7 .,„,,,,i,_, , ,, _ ,:„.,„. . . „,_ _7. ,:. Ay \ ` , r _ , _ .....,„_,___.. „ 77L/TY POLE OPEN SPACE EASOIENT GRADE COMPARISION EX NYKXERy IX CAVG WACL� IX GurPCYE 10 - AMIE L Il ESVT�� Y POLE 1 '- ' 7L STEPS A5.0 NEW 5" LYA'C WALK NEW 5 ASP/. WALK S. 137TH STREET SEE SHEET A5.0 FOR SITE STEP INFORMATION TITLE JOB NO. 98013 SHEET P16I SITE PLAN NOTES 1 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 PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P1 a ALL FOOTING DRAINS ARE PER DETAIL 9/P&O 4. STORM DRAIN - SEE CIVIL SHEET C-a TIGHTLNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAM 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE MADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS 6. WATER SUPPLY FROM METER TO HOUSE IS 314: 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 T OF 5/8' MINUS WASHED ROCK. MAXIMUM WIDTH TO BE 20-O MAXIMUM SLOPE ALLOWED 18 15%. LOTS2, 3, 4,5,6,7,8,S,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANt a CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , P1.1 P12 P12 AND PIA. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KO SURFACE WATER DESIGN MANUAL APPENDIX B. la CUT AND FILL CALCULATED FROM SHEET P1.6. R.EM IN /NC, t P4us ,A,J oEk3- ? &TA - RATE PC2P -t t i ML;DI - 0 5 10 20 SCALE : 1" = 10' i ncse plans have been reviewed by the Public R 'rks Deparpnent for conformance with current (:i:_ standards. Acceptance is subject to errors and `'T"sions which do not authorize violations of adefted standards or ordinances. The responsibility for the adequacy of the design rests totally with the e aigacr. Additions, deletions or revisions to these drawin the this date will void this acceptance for subsequent require a ovaj. tral of revised drawings � Final acceptance is subject to field inspection by the Public Works utalmes inspector. Date: By: nr Li9 so 40 m m 0 Cra z 44 H U F Att U L] O O Neft DILE JOB NO.: 96013 SHEET. P2.4 �!!�I�lld�ll►�'ll �I 1111111111 ; 11111111111 JIIIIIIIIIII p 2� DETAIL PLAN I JOB NO.. 98073 Kappler Architects P ' 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 ARCHITECTURAL PLAN By DeDesolation Date eo t H „+f,« ..- �:,, , �, "��' ° = '" o PER MI T OU +BD MI FOSTERVIEW PLAT S. 137th STREET RETAINING WALL DESIGN ` NE �!!�I�lld�ll►�'ll �I 1111111111 ; 11111111111 JIIIIIIIIIII \ { ,. s \ , : \ ',, \ ,. \ o 4 Kappler Architects, P.S. ARCHITECTURAL PLAN 65D82ti CPEAMCIT°M278EN CIMDEP 1431th ST 1644211111164111129/4111,01 ‘,141 hiPlillirniiiii11116010 11111111111111111111 RIME Ai* .k.L.-4,0 Af API ,>H „.„ AMININAIS\ O I /171CITY COMM 1111 \ `\. / Bellevue1 SE 16, washington 98007 FOSTERVIEW PLAT , (425) 641-5320 * Fax (425) 641-5318 N ,APN SITE PLAN FOR LOT 35 M .A. tAwscAE wau lreMM STANDARD UNIT - rivals.' SETBACK SITE PLAN NOTES MSH D 1. THE SITE PLAN SHOWS FOUNDATION MD FOOTUiG OUTIRES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P15. 3. ALL FOOTING DRAINS ARE PER DETAL 9/P80 4. STORM DRAIN - SEE CIVIL SHEET C-8. TWINE FOR HOME SHALL BE 4' NON- PERFORATED P.V.C. PROVIDE 4% POSRWE GRADIANT. 11E 11GHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT &NOTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER = SEE CIVIL SHEET C-12 SANITARY SEWBI BE 8' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANL CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS ft WATER SUPPLY FROM METER TO HOUSE IS 314' TYPE K COOPPEL WATER METER IS FOGTICHT ¥t 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' URNS WASHED ROCK MAXIMUM WIDTH TO BE 20'-0'. MAXIMUM SLOPE ALLOWED IS 16%. LOTS 2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAB ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADWIT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO ,PL1,P12,P13 AND PL4 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE 'STRAW PER KG SURFACE WATER DESIGN MANUAL APPENDIX D. YARD DRAIN (#2). INSTALL YARD DRAIN IN LOCATION SHOWN ON DRAWING: TIGHT UNE SHALL BE 4 NON - PERFORATE) P.V.C. PROVIDE 4% POSITIVE GRADIAN . 11E TIGHT UNE TO HOUSE TIGHT UNE VIA 1^ CONNECTIONS. PROVIDE CLEAN OUT AT MOTION. 10 I understar.d that. the Plan Check approvals are sub ?act to errors omissions and approval of plans does authorize the violation o, any adopted cc. ordinance. Receipt of can - tractors copy or approved p!aas acknowledged. CO 20' WIDTH XSLOPE SEWER 172.78 DRAM -kuk 49e, : * Ma @sr 190 li rREAR � --_ ..SETB CLEANOUT ra CLEAN01JT • SEPARATE PERMIT REQUIRED FOR: ECHANICAL ELECTRICAL E rLUMEI!4G r GAS PIPING CITY OF TUKWILA BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally' with the .; adti deletions or recisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approvaL Final acceptance is subject to field inspection by .he Public < `4 ' M ENT Works utilities inspector. Date: ,,, N 0 : 4 1 4 570 & WALK I 4 $ 1811 ■4■,- 411 2 re EASE 176.9 176.0'` ►� a \ ♦ ♦_ 20 FRONT �� ' :CK ` 1 r � ♦ I ..z >! 4' i Ae �' 1 . ' A TdR — � �ar fit: mswcu+ II/Il�li1�. 111III II���II `CORERECT LTR# REVISION NO, 0 5 10 20 - - SCALE 1" = 10' CONPLETID Ciil 7r T i':4 ..t R ECENED a CRy pF TUKw PERMIT CENTER 40 rr�� 9 Q c C • Q L() co -sr rn CT c ud v ° ■2,„ ; n N W CO N X El Kapp ler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJARDI N Date By 4—..................—.......— Description _ ......._.....„ ,. 05.12. 00 JK PERMIT SET 7,3,01 BMO CITY COUNTS FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ... N.MION ...... P6.9 SHE IMMONIIIII ........ I L , I Kappler Architects, P.S 14311 SF. 16th S F. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 NIIIMIMMOM■ DUJARDIN Da e (iy DesorlptIon / I I 1 L. - ' 0. 0 7/3/01 Nam .., a g SAM ENTS ; : , ,ING WALL REVISTIW - FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIQI-11±ED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ....................., .......■,....... , !--- 6 — ' 7 '1 1 — 1, 1 ! 1 ' 1II II , ! 1 II I : d i I • i I 1 ! i I I I H1L4_HH I i i /FP ■ I i ! I j ' I ' \ i ir 1 i i I I ! ! 1 ! I ! i j . 1 I i i i 1 i I I\II i,, Il ii1411 l\!! 111 1 i r--4 I li i! li il il ii • 1 Ii 1!11 ! 1 I i 1 i I I i i I 1 I i IS ! i! I [II 1 I ,7( — ±'± r j iiIIi 1 1 11111 i li I II 1 i l II' I 1 1 ll 11 1 I I I 1 I I 1 1 I I 1 \ ! 1 I I 1 col I l i ; i 0, : 1 ; ! \ 1 ,! i II ! . 1 I i ! IN f. I I I 1 ! ±! i I 1 I A I, I ± I ! I 1 1 i I ! I ! i ...... plt013RT'Llac ' 1 . . - 7 1 : H I I 1 , , 14 i i . ; p S i4 ■4 TM ii IiIIII f ill 6 '1 rTJ T1 00 1711 T r r ! I ! ! , i I I tr-i7 il 1'1 111 !II i 11 1 PR 1 II I. ill I I li 11 i i H 1 ! 1 1 WI 11 1 • li 1:Ii i II I il I I • .1 ...1.... ' 4 . 1 —FRP.2116E , MS 1 1 !I!!! I 11±1!11"1111111:iil i l 1 ' IiiIIIIII 1 '''' •• I 1 1.1' 1 . tit ii.i 11! " Ii \, 1 1 1 H , H H ,, H H . ! ! .e : i 0 ..3:,..: I ' , ! ! ! ! i IiII il ! \I I il l ' i i : I • I I I 1 I I 1 I . I :I% 1 i l 1 i , I I p I ' i 11 i ! I 1 1 I I 3 1 3 11 1 1 I i X 1 I I I 1 I I II I '1 1 I II .4 oi ! ; " I I li ! I 1 F i . ! I , .,: m i I i \'',, \. ; I ,Ig!!!!! I 1,11 !!!‘,0 iiir IIIIIII IIIIIIIWII TTP TJI RDOR FR4i1N' RFI BOARD PER PLAN 6x10 P.T. BEAM ECC66 TO PC6T5 ABOVE AND BELOW 2< FACIA BOARD (2' GREATER DEPTH THAN JOISTS/ (U3/4' LAG BOLT, AT EACH END 646 lasla BRACE, TIP. 6,0 PI. POST CB66 FINISH GRADE (4) 4 BAR VEST. 4 STUB INTO FOOTI(G •4 BAR WRAP • U' oz MN TOP AND BOTTOM 36,36510' CONC. PAD W (4) 4 BAR EACH WNT ON SOLD SUBSTRATE FOOTNG DEPTH FER GEOTECH EN ET.R ® TYP. DECK CROSS SECTION 3/4 =f-0" TWO DECKS WILL NOT BE USED FOR ALL CODIROVS. INSTALL LOSER DECK O11T WE@4 GRADE R>:QJIRES. 230 RAILING 2x2. 1/2' OC (CER DST BM NOT TO EXC® 4' 5/4x 4 TK CDR DCKG 2x8 P.T. DECK JET. AT E 0.S. ATTACH LEDGER W 2 ROWS OF irz' LAG BOLTS AT 16 cc �L 11*. mgmmagemem TOP OF BAR FOUNDATION DETAIL TOP CFJ BAR •3 NOTE SOG. rear BEN PLACE MGR TOM BAD./ CF WALE_ 3/4 =t-0' FOUNDATION DETAIL 5B'hl0' AB. U/ 250'443/I6' SA. STEEL MATE WIASHERS • 4' -0' OL. (DN.3 SHEET A-U EXCEPT AS NOTED ON SEAMS, SSEDII.E T 1)1t EMBED. 04 BAR •TOP 4 VEIL BAR• B oc, RLL NM. CF WSJ_ (DN.3 SHEET A-12 vERT.J BAR GR60• B' oc (DN 3SHEET A-V DAP PROOFING DM I SHT AUTn 411013.BN2+ i C r oc iDN.35HEET A-U BAR 2'- 0' +fb'x m 5•✓ff7 A-U ¢ • SEE 9/1.80 FOR soon. CONSTRICTION (DN.25Eg -U (6)4BAR CON. (DN.3 SHEET A-U SOLD 51BSTRWTE 4' COL^_ SLAB OvIER OvTR VAPOR BARRIOS FOUNDATION DETAIL 3/4'=? -0' TOP OF BAR 'i(jj ^ill 2 ' -® , FOUNDATION DETAIL 3/4' =f-0 r4 (5)' (2) AT (01v.3 * FOOTING DRAIN DETAIL 3/4W -0' NOT FOOTING DOES SLIDE N THIS CCNDNIat SPANS HORIZONTALLY. TOP CF DETAIL DETAIL O620O -19_Ta * FOUNDATION 3 /4 =f-O' FOOTING DOES NW2T SLIDE N THIS •aR¢a+rxLr TOP OF SLAB NTS = FOUNDATION DETAIL 3/4 - =f-0' SLIDE N THIS -8 ' F 64DATION DETAIL 4 "=f-0' I L2 CLE 5/8 AB. IS 270 STEEL PLATE OC: (Div. 3 AS NOTED ON SCHEDULE T11FL BIDED. TOP VEIL BAR • IV OC.RCL H EIGHT CF WALL (Div. 3 SHEET T 4 -U 4 vERLJ BAR • "8' (DIv. 3 SHEET A-I/ •4 HORT. BAR •M'.. oc (Div.3 SHEET A-0 Sa • 4'-0' JEXCIRT• DAMP PR70RNCG C DN 1514T All m TKHTLNE •4 HORN BAR 3'-0' • 10 (DM 3 SHEET A-U "YE) 4 BAR CONT. (ONO SHEET A-U S OLID SUBS,ZRATE SEE DETAIL $ 1. 80 FOR FOOTING DRA 'F.pINSTRICTION (DIV. 2 SHEET A -17 •,. 5/8Ex10' 274270/16' SLL STEEL WASHERS • 4'-0' OL. (DI SHEET A -U EXCEPT AS NOES, ON SHEAR ALL E TMEL EMBED. (21.4 BAR • TOP VEST BAR* B'a RLL HEIGHT OF WALL (DN. 3 SHEET A -U •4 VEST. J BAR •5' (Div. 3 SHEET A -U •4 HORN BAR • B"oc. MN. 3 SHEET A-I/ DAMP PROOFING ( DIV 1 5147 AU TGH4TLINE •4 NORL BAR 3'-0' • B' oc S TOP CF FTG' (DN. 3 SHEET A-I/ (6) 4BAR CONT. (Dm 3 SLEET A -U SOLID SUBSTRATE SEE DETAIL 9/1.80 FOR FOOTNG ORAN CONSTRICTION (DIv. 2 SHEET 5 /8'0x1O' AB. W/ 2,0X336' SR STEEL PLATE WASHERS • 4' -0' DC. (DIV. 3 SHEET A-I/ EXCEPT AS NOTED ON SHEARIWLL SCHEDULE l' MN EMBED. (2) 4 BAR • TOP •4 VEST. BAR• 9' OC, RLL HEIGHT OF WALL (DIv -3 SHEET A -U 5 VERT. J BAR G 60. 5'x (DIv. 3 SHEET A -U (DIV. 3 DAMP PROOF TGHTLINE HORN BAR 4'-0' •;9 (DIV. 3 SHEET A -U 031.4 BAR CONT. (DN. 3 SHEET A -U SOLID SUBSTRATE SEE DETAIL S/P80 FOR FOOTNG DRAIN CONSTRICTION (DIv. 2 SHEET A -I) L. C NOTE 51Xs t'IST BE N TS PLACE PROS TO TO! CF FINISH GRADE 5012 tin T E a� R.WLE FRO2 TOuL m BACKFR2 OF WW1.. `i D2 CLEAR 3 -2' FOUNDATION DETAIL 03300 -11 \ 1 / 3/4 f FOOTNG •. G- CONDITION, .. HORZLNTALLT. TOP OF SLAB TOP OF J BAR IR' CLEAR TOP OF SLAB vBpOLAR57R04AR'¢ 5/8 4x10 AB. W/ 2'X2X3/16' S0 STEEL PLATE WASHERS * OL. (Div 3 SHEET A-I/ EXCEPT AS NOTED ON SHEEARUALL SGEDItE l' MEL EMBED. (2)'4 BAR • TOP •4 PERT. BAR • V' oc, RLL HEGH7 CF MA U_ (DN. 3 SHEET A -U •4 VEST. J BAR• 6' oc (DN.3 SHEET A -U DAM' PROOFING ( Div. I SHT AU 4 HORN BAR •m'oc I' -6' OVERLAP MIN) /DM 3 SHEET A -U TGHTLIE (5).4 BAR CONT. (DM 3 SHEET A-I/ • - Ntik - Nib imzmisitamornme FOUN D - TION DETAIL 03300-12 \'- 13/4 =f-O' 1 1 SEE DETAIL 9/1.80 FOR FOOTING ORAN CONSTRICTION (DN. 2 SHEET A-12 SOLID SUBSTRATE 4 ccNC. SLAB OVER R0 ( OVER VAPOR BARRIOS 5 SW& AB. W/ 2707(3A6' SO_ STET HATE WASTER •4'-0' OD (DM 3 SHEET A -U EXCEPT TOP OF SLAB AS NOTED ON SEAMS/1 0,4 BAR • TCP VEIL BAR (9 141) • D' oc 0,1v, SHEET A-U 5 VSEL J BAR GRAD .6' oc m (DIV 3 SHEET A-U DAMP FRocRN.G ( Div. T SHT dU NORL BARB oc r- 6 (DN.3 SE ET A-U TIGHTLlE 4 HORN BAR 3'-0' • Q' oc (DM 3 °JEST A-U SEE DETAL 9/1.80 FOR FOOTING DRAM CCTL TpICTILN (DN_ 2 STEET A-II (6)4 BAR OWL MN 3 SHEET A-U SOLID S 5TRATE COZ SLAB OVER, RICK OVER VAPOR BAR JOR 543'•x10` AB. WY 7707C3A6' 5O. toTE \ STEEL PLATE EFR:G • 4'-Q� FODTpY. DOES NOT SLID N THIS Oa(DIV, SHAT A-U EXCEPT CODRION, FOO,itii SPANS AS NOTED • EA(i tou SO -r gDILE T MN EmsEo t' HIORZONTALLT_ f. TCE OF S LAB .4 BAR • TOP:' vERT -OAR • IV oc. RLL (EEIGHC,EF WALL (DN SS(E ETA -U SFVERLJ BAR GR60 •.5'. ',MN. 3 FAST A-U (DN.3 SHEET A -V DN'P NG (DN.I 810 AU ,r 4HIORZ 340'BAR•10'oc ,/ (DN.3 SHEET A -U (V4 COAT. (DN 3 SHEET A -I/ SOLID SUBSTRATE 4'. CONC, SLAB OVER 4' E9 E OVER VAPOR BARRIOS o8 1 • OUNDATION DETAIL NOTE FOOTE. DOES NOT SLIDE N 11)3 CONDITION, FOOTNGSPANS HORIZONTALLT. (21.4 BAR a TOP SEE DETAIL 9/P80 FOR FOOTNG DRAIN CONSTRICTION (DIv. 2 SHEET A-D SOLID SUBSTRATE (3) •4 BAR CONT. (DIv. 3 SHEET A -I) BAR • TOP F5:1 v9WQLAR SURCHARGE 1/11)2410' AS W/ 2742'X3/1) 5O. STEEL FLATS WASHERS • 4' -0' OC. (Div 3 SHEET 4-I2 EXCEPT AS NOTED ON SHEARIWLL SCHEDULE l' MN EMBED. 4 4 HORN BAR I0' OL, I'-6' CORER OVERLAP (DM 3 SHEET A -U •4 VERT. J BAR 16' OL. ALTERNATE BENDS (DN.3 SHEET A -U TIGHTLNE .. DAMPPROOFNG (DIv, l SHEET A-I/ Vl ex10 AB. 27¢'X3/16'... STEEL PLATE. WASHERS 0' OL_ (Div. 3 SHEET A -U EXCEPT NOTED ON BHEARUALL SCHEDULE. Tn ?•4 Timm BAR 10' DC, I' -6' CORER OVERLAP (DIv. 3 SHEET A-I/ 4 VERT. J BAR V• OL, ALTERNATE BENDS (DIV. 3 SHEET A -1) TKGHTLI.E DAt1PRO09 3 (DI, l SHEET A -U SEE DETAIL 9(E80 FOR FOOTNG DRAIN CCN5TRIC5ION (DIV. 2 SHEET A -U SOLID SUBSTRATE (3) 4 BAR CONT. (DIv 3 SHEET A-I/ 5/£5,40' AB. W/ 'X3/16' SR STEEL PLATE ER5 • 4'-0' DC. (DIV. 3 A -U EXCEPT AS NOTED ...BALL MN EMBED. •4 VEST BAR• K' OC, FULL HESITT CF WALL (DIv 3 SHEET A -U •4 VEST J BAR •8'oc (Div.3 SHEET A-I/ 4 HORN BAR • 0• oc (DN. 3 SHEET A -U DAMPPRGainn ( Div T 514T AU TIGHTLNE BARB TOP AR CONT. A -U (2) ,BAR • TOP •4 VERT. J BAR •6' oc (Div. 3 SHEET A -U 4 NOR,. BAR •IV oc (DN 3 SHEET A-I/ 03300 S/ELI A WA S • 6' SO. STEEL L PLATE TE E WASHERS • CP' OL Iv . (D3 ET SEAR A-1 EXCEPT AS NOTED OH SLEARi14LL SCHEDULE T fMN EMBED. ;FOUNDATION DETAIL 3/4'.1-17 4 vERT. BAR• IT OC, FULL HEIGHT OF KOLL (DN.3 SHEET A -U DAP PROOFING ( Div l SIT AU TGHTLNE HORN BAR 3'-0'•10' oc (DN. 3 SHEET A -1) CV *4 BAR CONT. (3) AT TOE , 4 ,_(DN.3 SHEEET A -U ID SUBSTRATE. AIL 941.80 FOR DRAIN COESTRICTION JOB 503)- �..: SHEET P8.0 DO O SITE RETAINING WALL 3/4?4-0' L_ 2 , �. I . -4 . SITE RETAINING WALL i/ 4 =?� SITE RETAINING WALL 3J4 =?-0' Ho I (2) •4 BAR s TOP •4 HORIL BAR 10' OD, I' -6' CORNER OVERLAP (DIV. 3 SHEET A -11 - •4 vERT. BAR 10' O.C, RILL HEIGHT OF WALL •d vERT. J BAR 5' O.C. (DIV. 3 SHEET A -I) •4 vERT. J BAR 10' O.C. (DM) SHEET A -D D4l ROOSNG (DIV l SHEET A -D SEE DETAIL 9)1.8.0 FOR FOOTNG DRAIN CRSTRICTIGN (DN. 2 SHEET A, SOLID SUBSTRATE (N •4 BAR CONT. (DIV. 3 SHEET A -I) I O SITE RETAINING WALL 3/4 "4-Or C3 SITE RETAINING WALL 3/4"4-0" ® SITE RETAINING WALL 3/4':t -0' (2) •4 3AR-0 TOP •4 HORIZ BAR WY OL, I'-6' CORNER OVERLAP (DIV 3 SHEET A -D vERT. J BAR I6' OC ALTERNATE BENDS (Div- 3 SHEET A -D AME'PROOFNG (DM T $HEFT A -D SEE DETAIL 9/PSO FOR FOOTNG DRAIN CONSTRUCTION (DM 2 SHEET A -I) SOLID SIk4STRATE (3) .4 BAR CONT. (DM 3 SHEET A -D (2) •4 BAR ® TOP •4 HORIL BAR 10' 0C,1' -6' CORER OVERLAP (DM 3 SHEET A -D •4 vERT. J BAR 16' OC_ ALTERNATE BENDS (DIY. 3 SHEET A -1) •4 " BAR 2' 0' s 16' x (DIY' SHEET A -D - DAMPPROOFNG (DIv. l SHEET A -I1 SEE DETAIL 9/Pa0 FOR FOOTNG DRAIN CONSTRUCTION (DM 2 N.E£T A -I) SOLID SUBSTRATE (42.4 BAR CC. (Div. 3 SHEET A -D (2) •4 BARS TOP •d IIORIL BAR 10 O.4 1' - CORER OVERLAP (DM 3 SHEET A -I) •4 vERT- J BAR 16 O. , ALTERNATE BENDS (DIV 3 SHEET A -I) •4 NORZ. BAR 3' -0' s 16' a (DIv 3 SHEET A -U DAMFPROOFING (DIV 1 SHEET A -D SEE DETAIL 9)P8.0 FOR FOOTING DRAIN CONSTRUCTION (DIV. 2 SHEET A -I) SOLD SUBSTRATE 1)14 BAR CONT-/�I 3 Lrif � IU7, D . JUN 1 2 2:12 SITE RETAINING WALL CITY OFETUKW)I PERMIT CENTER (22.4 BAR •TOP 4 HORIL BAR 10' CC, I' - 6' CORNER OVERLAP (D1v. 3 SHEET A -I) •4 VERT. J BAR I6' QC.. ALTERNATE BENDS (DIY. 3 SIEE) A - I) •4 HOPS. BAR 3'- 0' s16'oc (Div. 3 SHEET A -D DAMPPRCGFNG (DIv. l SHEET A -U SEE DETAIL 9/P8.0 FOR FOOTING DRAM CONSTRUCTION (DIV. 2 SHEET A - SOLID SUBSTRATE (4) •4 BAR CONT. (DIV. 3 SHEET A -U CO co co co y� 0 V 5* Q) DE V c Q > ' : o A` m TITLE JOB NO.: SHEET P co W I— I— W I. o _ W M>M VJ LLI O CO 0 LL _ 98013 1P911 I SHEET _ ' --.— I JOB NO.: 980137 Kapp ler Architects, PS. 14311 SE 16th ST, Bellevue, Was hington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJARDIN Date By A.............., Desorption _ ..._._ 7117 , ,,,,,,,, . . FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT . ■MMIIMIIIMMIIIII■•■ MN EN MI MN IIITA TAIIIIP1111 1 1...ffalIFAMMIIIIIIIIP' isrATimunr liNfit: pwarAIN r Nwr iTiirAmmur ArAmmor 1111717A IIIIWAIIIIMEI 11111WAIIIMMIIII m / IIIIIMANIMIIIII IIIIIIWAIIIIIIIIIII ....11174,4111111111111111/ oriiramumw ____WAINNIIIIIW Ivni 09 29 1998 II:1I07 St LL WorkWation: dit 111101r 41 1P4 4 4#1111 1 111 1 111111 1 :TT 174 # 111 4 1 11111 13 4 ,■ , PLANTER I " 4 11/111511111111" MP "C) T-3 3/4' STEP PER GRADE 2 , L _ NOLLVAgla 4 - R /0,0 PERT P/PE '30A03S I a•1 KW" Y� SEE WALD fi -WA1ED P /PE 15'PBYAIEDRANAGF AAD SIX? E31T RE /NTO CATCH BASSN IX 18 - CWP 10,e/VAE SEM& ESN. 10 FRYAIE O ANA/, E9CT 10' PRIME MANAGE ES/T PDES7.HANAIE7 PLIBLIC 1/1717YFA.ENEV 5' NALK/ C8 1/77U7YEAS MGVT 10' WALK /CURB U77LITY EASEMENT fC5 \3 1 15' PRNAIE SENERI AORA/NAGEESFIT 3 1 5' 077L /TY EASEMENT R/W 20' PUBL/C um/7r" PEOES7R/AN EA,E hEY IX ROr7YERY IX G7/Y ROLE IX CONC WALL TRACT "A" NOTE AS—BUT /NFORA/A71ON /S AS OF 9//Y�0/9.9 MANHOLE LIDS AND DRAINAGE ACCESS LIDS IN PAVEMENT ARE Al ATP: R /M' ELE1/AAONS MAY CHANGE AF7ER f7NAL LAYER Cr ASPHALT PAVEMENT HAS BEEN APPL /ED. WATER COURSE 0 144.52 13877 12 NE)T.3877 (12 SE), 21(TYP 1/) /36.74 1297 12 SW 12974(12E) 13124 (8 - SW) 22 121.73 11961 (12`W), 11955 (12NE) 23 1E 1 i 26 1 0. 1 N 29(TYP /0 � �E), 14324 (72'5) 131.44 (36NW) 29A(T)P /1) 149.22 13172 (36 NWf, 13177 (35'W 30() //) 144.51 141.61 (OVERFLOW ELEV), 13481 (12 NW) 730.31 (8 NE OUT), 13195 (36 SE) WEVAULT F, 314005 (N ACCESS) 14263 (M /ODLE ACCESS) 144.07 (5 ACCESS) 30A T)P 13897 136 2 12 SW, 13672 (12 NE) PP W/ LUM/NA/RE EX ROCKERY £X. ROCKERY cB R£ 9332 /E 8974 0,52 /E 8894 (242 Sf00 GRA EX CONC WALL I EX GUY POLE \ 1 L 4 " R /OLLO PERFORA /ED PIPE \, 0 GRAVEL OR /ICE 'ORE 167.v - - E 161.83 ay SOUTHGATE PARK GAS EDGE OF IX A..99YALT 20' PUBLIC U77L /TY/ PEBESIR /AN EASEMENT B /OF /L 77 77ON SIVALE SEED /L/ /X BED FZSG►E .T 10101T. ZR B'7Y Z BJOfIWATION fESAAX"MEW 35 AO AO RED7VP AMUSES ALM AEALIOM'iQYTAL AmansawasPRA719/95 X bG+ AO APPLE 110710E AT A RUE O- 1Rq /AABr IOW AaITAWAL SMOGS at RAM= OFNAAIE E7lA/0 RINDS S'ib'/ AS BUIL MOH (SPIF'LS ACIDUSs =I= 04 Aft:MCWW1 OBE S ME RUST/ (QEDCMARIS PALL51JD 4 MOM/ MP' MANX 09wPTAA OR 07120cS AS R.'??SI ED BY DE C7Y. M AMA PYAN7S S'M/ AS 47D(L 07AYA LAR7ZGLIJ WZD CANARY OPASS OM/ALA C AWDDIDASE41 AW DIMPLE LOPIES7RFE (LY1fAiGW OIL/CANA) SMALL NOT BE USED LALIE7P ANY P=41 S'TAM PS NOTE EX GAS LOCA7E0 MENT EDT, OF IX ASPHALT I ON WEST EDGE OF PAYE- SPEC/RCA 77ONS ALL NLA7K SHALL BE IN CONFORMANCE NTH NS DOT (APWA) STANDARD PLANS AND .9=EC7f7CA71OYS FOR ROAD BR AND MUN /CYPAL LOVSIRUC71OY AND LYTY OF TUKN7LA STORE DRAINAGE STANDARDS. CATCH BASINS SW, B£ TYPE 1 LIMESS 01HERNI... NOTED. TYPE // CATCH BASINS.AMIL BE 54 -1NLH D/A ALL TYPE A CATCH IXANS SHALL HAYS LADDERS AND SAFETY STEP.£ ORA/NAGE PIPE SHALL BE PLY 1£THYLENE SMOOTH NALL 4VPEF /RR 0-12 BY A05 HP EOY/AL), UNLESS OPIO7NYSE NOTED. RIC RIPE SHALL BE ASTM 0- 30.301 SCR .35 cuP SMALL BE ALUMINUM, l6 GAUGE UNLESS O7710RINSE NOTED. CATCH HAAN INLET; SHALL EF MANED GRATES PAW THRU- -CURB FRAME FOR YHRACAL LY/.ffi5' (SEE LING COUNT DNG' N0 2 -015 SHT C -18) OR ROLLED CURB FRAME AND GRATE (S'EE KING LOUN7YONG HO 2 - 020, A/T C -18), AS APPROFR/A7E CURB FRAME AND CRATE (SEE KING COUNTY ONO I/O. 2 -0212 .SNT C -18), AS APPRO°R/ATE. LDID OF EX. ASPHALT (ABANDONED) J6 92 B3 11 12,400 a ftr I V I + ' 1 127400 I CS i � I I i 1 123,1 cB¢ 1 1t 1 NORTH GRAPHIC SCALE I 0 20 40 EDGE OF EX ASPHALT (ABANDONED) 551517N0 ROADADE D /TCH NOTE 77/5 FOLLOKINO CBS ARE ACCESS OR ✓UNCTION STRUC7URE9 NOT /NLETS AND HAVE SOL /D COVERS. 5, 18 18A, 188 24A, 29, 29A, 30, 40, 40A, 42 6 • \ \\ \\ \ \ \ \` \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ CB 46 \ W /L /D \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \\ o \ \ \ \ \ \ \ \ \ l � 40A 75310 \ v \ \ 41 15172 \ i \ 42(TYP V., 14649 \ ' \ NET \ 43(TYP /1) 10525 \\W; 44 22054 45 169.71 271 6 730 06 � E 14Lx (Am 1 lg i - 0900 // 3M 315 31C(TYPE 1/) 32 33 34 35 36 37 379 38 39 40 8 SD CATCH BASIN DATA ( TO FACE Cr CUM NNSTE L7YABAS ARE W ) ,f�Q12 SALEM /NIERT ELEY 1 22238 21953 (8N) 2 21848 21548 (87 3 21200 21057 (8'5), 21052 (8N) 4 204.75 200.70 (8 200.05 (8'N) 5 18573 18122 0 18113 (12NW), 18102 (1279E) 6 789.69 18609 02-0 7 174.77 171.73 (12 SW) 17155 (12NE) 8 17443 171.40 (8 NW) 9 17463 171.72 (8 SE) 10 188.96 18354 (72 11 15010 17579 (12 17569 (12 SE) 12 17930 17541 (12 SE) 17533 (12NW,SW) 13 188.35 154.42 (72 NW) 14 1 8 32 0 175.84 (12 SE, NE) 15 17785 17411 (12 17409 (12 - SE) 16 17681 , 77355 (12NH9. 17335 (72 17 174.55 17050 �(8 SE) 18 174.97 16789'8'5 150.67 NW,SW,SE2150,67(8 01/ 189 17545 156.45 (8 SW) 16595 (T2 NW) 16055 (36NrSE,NE), 15054(8NE OUT) 188 176.95 17324 (12 SW) 16065 (36 5, So l 71/ STREET - 72 SD REMOVE 154.90 15355 156.00 151.62 148.69 15033 14345 17553 17121 15997 152.69 152.67 12 /NCH at SENT (WILY/ EX 4VIERIS) 12 SD EDGE OF EX ASPHALT 152.80 (12 151.80 (12 1500(12 148,5 (12 EX /SSN6) 14749 ( 14574 (17142 14564 (12E) 14531 (12 C5/35 R/M /7374 (12 166.58 (12 N), 16631 (12 16626 (12 16810 (12 15737 (12 {Y), 15727 (12 E) 149.39 (12 74914 (12 1504.7 (OVERPZOW ELEV), 140.93 (8 NE 0UT), 14082 (36 148.60 (12 SE 8NE) 141.45 (36 SW), 141.35 (36NW) 148.68 (8 SW) 13985 (12Z2 13977 (8S), 13815 (SSW), 13507 (1.5 10316 (12 70300 (15 SE), 10291 (1.5711W," 21785 (W) 15672 (8 SW) 12817 (15 SE) 12808 (15 NW) WATER COURSE L EXPiRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -501/3 SEATTLE PHONE: 743 -8140 R/W \Z Lss C 74 (12 - N4Y 8 EASFMOVT WILITr EASEMENT 10,81 .gdER EMIT 15'EAYAIE02490 F AAV S211PES7/T IN 009.17 15'PRYAIESENT d'MANAGEESIT fi47.9 TRACT "A" SOUTHGATE PARK 4Q KEYSRANE NALL EX SAN AIN /9-30 RE 1677 /E 181.6 F .' NOTE AS -SOL T /NFORAIA11ON /5 AS OF 9/30/99. MANHOLE L/DS IN PAIEMENT ARE /N ATP. R/M ELEVA11ONS MAY CHANCE AFTER F/NAL LAYER OF ASPHALT PAVEMENT HAS BEET✓ APPL /ED. EX SAN M/ j9 -31 R£2084 1E2022(8 "N 5819 E71GE OF EC ASPHALT SPEC /F/CAAONS A/L mow SHALL BE AV LXA MENAnCE RIRi Nis' DOT (APA q) STANA4RO PL AW Ann SPEQfACS47AO15' FOR R0413 MARX AM) AA:ANaPAL CLWS7RUC7A9AL Q7Y Lip" 7JATIM nate Maws SL71ER awS)RGC'AWV Ann DE{EZLPALINT STANDARDS Ann VAL KM SEWER 1:4577AC'T STAAVAAD SPECAWAllONS 1r AIM:HOLES SHALL BE 48-2 W ff DL4At7E7f; 7YPE 1 NM ECCENABG' CAWS 771E AMWAY NE1QNT A- NE RISER ABM 71E CONE SHALL BE 24 AN05FSy A►CYLaAV PFAAE AAn COSEE BASE SECApV SHALL COMMA I A PRE CHAANEZ !OMER IZASS 37.PA247ED PL4S71: LA ER BY W LAO? 1717 OR EOL/AL ALL MAMNCYES .SHALL BE Q'A1fANMLED 70 DE CROW/ OF WE S NEYS 7NE IA6fRT OF 771E Gl7ZET SEWER SHALL BE A AMAMI OF al FEET BEZOJY P 4/ OWN R/COMNO OAERT EZE[IANONS ALL A/ANYLZES SHALL HAW LAIMPS AAn SAIE7Y S7EPS .WASP RAE SHALL BE PK ASIA/ D- an 554 ,# EX SAN MH /9 -32 RE 2371 /E 230.1 1 EX SAN Mg /10-12 RE 10{x46 X14 (B' / WT ) EX ROCX£RY O �" r. �F�pR R \ EX CON[ 11x[0 \ \ \ SCAER ESVT , E 1 \ /ALLY ma � OiTf/ 11rNilar. 1 I.1 NOTE SEE SJHTS C -15 C -16 FLIPPRCFEES 808TH GRAPHIC SCALE EDGE OF 15 ASPHALT (9 89 80 0850) P /PE DATA MH NO TO MI NO .S /OPF 1 2 9.559 2 EX 12719 3 4 6.51% 4 5 1.949 5 6 1739 5 7 2619 7 11 10.308 8 19 10358 19 9 8.848 9 - 10 5358 10 11 11958 17 12 14.958 12 13 8669 73 14 5298 14 15 724X 15 18 15.208 76 17 5.458 17 15 2248 18 EX 14.468 20 19 15138 CO (LOT 32) 20 1228 \• \ \ \\ \ \ , \\ �P% . \ Q \ Zc_ \ \ \ `\ \ IVA1ER COURSE \. \ \\ \ \\ \ \\\ \ \\ \ \\ \ �\ \ \\\ \ \\ •\ \ \ \ \ ct \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ ` Er. 18' cuv \ \\ \ \ \ \ I \\ � \ 1YA7ER G0Y/R,SE t \ \ \ \ \ \ `ll \ \ \ \ RA, 711 EX SAN 81/ /10 -31 E 146.1 - - 3 — J7fH STREET /E 134.1 (8' /N) /E 133.8 (8" OUT) EX SAN MI /10-32 RE 149.86 /E 14211 (8" 19 /E 141.45 (8' 5) /E 14735 (8' E) MANHOLE OA TA EX SAN MH 170-33 EDGE or EX ASPHALT MH NO R/M ELEV >NL'ERT REV 1 17692 77069 2 16599 15977 159-35 3 1 %9 78047 4 8330 17304 17287 5 17909 17729 171.19 6 177.58 76963 769"53 7 174.79 76595 16572 8 189.93 181.20 9 17&70 77042 17073 10 77227 16372 16342 11 16867 15922 (FROM MH. 7) 15922 (810.11 MN 10) 15872 (OUT) /2 157.93 14790 14745 13 15745 14295 14265 14 744.68 13548 13518 15 135.60 13090 (FROM MH 14) 131.77 (FROM MH 17) 13141 (OUT) 16 153.38 14673 >7 140 13547 13532 18 72090 111.50 11095 19 186.09 175.63 (17904181-1 20) 17554 (-OM hill 8) 17514 (0u7 20 L 206.18) 19758 R/W EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES ni l IAPfIKI ■■ nr \/rl (1D\ACAIT /`/l\AOA AIv C -12 I1RV STA7XWI INFIRM MAX ar25• .LENT 7D IMYTAIV ONSET a° FAN C 31 32 33 34 EDGE OF EX ASPHALT (ABANDONED) ACNE DEFLECT MS47DI&GN MAX OF 25' PER .4711T AS NEEDED 70 LOCATE +M41DIYO4IV AS AELICAIED aV PLANS ALL AE1OP€D HYDRANTS S7DILL Br LEELMERED 70 17E' MS47ER INS7771CT YAW BY 7fE OCW777ACTA4 •JEP COURSE - 8 W S. (37TH S 1- B'.45'WV(wXMUJ r - 6 Rimy? (ivx LCMi1EDTIX 6' M /AEII B' M 91Y7 MITER LIE 1 - B;45 ODD tk/Xbv) CaV25271 6 STANDARD NOTES I Mall AEVAPVSTARCH e I1 gm -N O B , 7 1 r T M4 (w AS %QD 25 A'"C PER raw \\1 - 6; 45•d/Y7 (,W x A0 CONRE F ROCVAV , - a•x8'7EE(ivxH) 1- 8 a47E MUM" 0/1x fl,) 1 - B' 447E ;MBE AL/ x AU) CONCEDE BLOOM 1- B'x 6' 7EE (711 x,Fl) 1 - 6'a47E UU/E(f1 x M P 11190W EX WANT NV NSTNL Affirm 881419 OPIX 0275 RLIO CONCREP MOONS 1. APPROANWE LOCA1KWS a° E,Y/S77VG U774/77ES NAPE LA.'DV 049TA4WE7 FFiV AMIABLE REO>APQS AND Mr DAMN FOR Q:iH7f'YENCE THE LCW7RAC7aR SHALL 6E"RE9 EFAY S RFCARON LOCARQV S SVI N AND Fa? lASCOP RY OF PEE AaLVI/LWAL WIRES NOT S7MMN SO AS 10 AYQO DAMAGE aP 17157URBAM 1FE COV7RACTa? SHALL OOYTACT TAE £W1I11 S INDEAVROUND LOCA770V CE7V7E7P (1 -W0 -424 -5555) PRR2R 7D CLAVS7 OCRalL DE OINWP OW A 927°PESEN721fWt' SYL4LL BE c WTAC7ED F A U7XJTY CONZA;TExLSMS 2 CtW1RAC7OW SHALL NDT7fYDIS'7RACT EN6F/ E7P A ABU OF 48 HOURS AY AOVAACY Cr ALL AEOSE315 FOW STAAWS 7E377Na LW AV9.2C71012 • CO/I1RACTOR LS RESPOASINE FOR COiV7ROY AT TIME OF STAA77MR ,t Cg/TRACTOR SHALL f7ARM 67/ 44. DNAMAVS fa? APPROVAL MERE REOLOVE9 BY 771E GrTAa SPEC/9CA7KNCS AND FOW VAR1A770W MOM DOE E VIALS?S DESASL 5 CONTRACTOR Si HALL AVAIL ETIAFMIE7IT AN ACCOVANLE 111771 MAC 1BACRA?ER& RECONIEVOARONS ND 025 SPE AROMS AM Q7Y Cr MANILA STAWAAVS 6 CONTRACTOR SHALL FU WSH ALL MA1E /ALS 7 ALL 1NI?E WAIN PIPE .HALL BE DU 7XE A4CW CLASS 52 PUSH-ON .A]WT a4 AE?3HAAIC M Jaw, QE/E7VT- -LAZED (AM9' A21.44 ER7E70CW OVA1ED MI771 eau TAR VARWSX .N5TALLADON 712 BE AV ACCORDANCE 117711 MAN PAC7IWE?Y RECOI EMARO'k£ ALL RTNICS SHALL BE CAST AMY AM SHALL CaVANU 10 APPYAGA&LE POP77aKS OF AND SC4149AAD A2L ILI A2/.11, B16.2 B164 AW A21.51 MAN A MW4tW PRESSURE HARM OF 150 PS' AM 11111 BE CORSVT -1IE452 LI ALL GATE FLIES TO BE UOELLA - ALL H)27RAN1S TO BE AH/EZLER. B. OUT- -NS AM LAE TAPS R7 BE MADE BY OOV7RACTaR. V 025 S7.PE7BM7DIVENT. AHMEE ? AND CITY 71441NA INSPECTOR EXIST BE A4711FED 48 HOURS IN AOVAA4 fa CAST IRON kEC//AMGL .XMVT SLEE E 02//PL/N425' RED 11. WPM 57EE143' .SHALL BE 111471D? CAST RAW XW LFOXY 07A7ED S1T2, a4 Rat/AC SST MRf STA4VLE ' SIEELL FLANGE 12 CaWRACTOW LS RES.ONSBLE FOR 4£R/FYANC ALL E,2S111/0 PRE TYFES AND SES FOE? COUPLINGS CaVVEC77ONS LUT - -is AM UP£ TAPS 15 3 1/2 FOOT M/N/I M COYER OLEO ALL 7Y.47EPAU/N P/PESS 11 DE DOPE ? TO PAY POW STALE OL7/W7Y AND WY AVS?°EC770W FEES 15 ALL AETE7R LOICARONS R7 BF OOORDIA TEO !Mill 1107ER DIS7RCT /125 .SUPDAWEMASV Al ALL E.YLS RAC F/RE HWRAN75 AAO HAIMS TO BE O ERA77ONAL PNOR TO WT OF COAT7ROC770M. 15 M CHANGE'S ARE 70 BE MADE ;M OUT M YTTEN APA412041 BY DE MD /125 SLIPI7 /V7EAD- ENT OR 67M T ENDNED? AM DE OY7Y Cr 1VKMEA PEDLIC MOWS EAVI EDP. 18 ADD? 70 IV 025 CON9/770AS AM STAMAAE2S, AND 70 771E OYTY a R/KMQA STAMARD SPEDF1CA77012S Fa? ALL RE7/AYY/A ' NOW AM DETAILS 19. MONDE 3 /4' .27?NCir LANE AM TAP COA EC7/a1GS MR EACH EA25'1 1447ER AWDP. 20. UAA7VUU ALLOWABLE a°EN Nana/ SHALL BE M FEET. 21. S1C W PILES STALL BE ODW?PED WRAC ALL PERMS OF PREQ /TA77OM 22 NYXAf7ED P.4GONY? COMPACFXW AM UdS/U?E CaV7ROL JEST RECORD" AM C:WES Of TEST REPOR1S SYW777D 70 DE afS7RACT ENGfiEER ALL 02WPAC/10N Wag? PAPfD AW 7RAFRC AREAS SHALL BE SW UAB4W DE?.WYMODFMED M CAW? PER AS771 D -1557 ALL 07740? AAEEA.S 70 BE 90X UA.WkW DBKC7Y A 00/F/ D A4GY.7AP. 2 1 A L L VALES F A R E H 7 D 4 A N 7 S A M S E R P L S TO 7 N E A E - m? S L O P 7 0 BE 4 L D AS °ART a' 411 PRESRAIF AND PY/AYTY 7ES1S M7 EXCEP77aV.£ 24 7RAFF/C CaV1ROL SHALL BE /N AOOORDAA( Mill LY7Y LEA 7UA7MLA REOUNDADV7S YS ALL PIPE AW APPUR7DVAM2S 70 E 7ES7E72 7D WHIN 10 FEET Or ANY OCWSEC1AaV .OHMS LWLE55 O77'EWM.SE AP/W1 D BY ET 7P. 76 CONCRE7E TMROST BLOOY/NG SHALL EE PRO MED AT ALL 1651694 TEES; VAL aR 77710R APPUINENANOES WERE AV7DRNAL FaPOES AE7X/APE RESTRAWT. BLOCK/NC S'LALL BE w ACCORDANCE MITT' 110 ,0125 STANDARDS ?7 7HE TESRNG AM D/SJNFEC170W OF NE WATER SYSTEM SHALL BE M17NESSE9 BY NJ #1.7.5 1- rx6'EE(ivxP{T 1 - CAL UICIE(R xW) , - B'A'AL 2RA4 tf7SANMD/9f?5 A 1/4 4 111100 1- BKIBWT�lSS19HY(18s'AY* (SEE I7025REI 3 - 77P) COAV VEEEQ9t71C W / - B' x 6' 7FEE (u/ X FL) I - 6' 947E VAL IE REVOW EX NE'M H (1(1 R) CIRAMETE macaw .kt 1- MAMA I WET A,SSONY NO /125 f.BTA1 12 1 41. 8; 22S6EA1D (4U CLAVREP ROOMS CONCRETE OR/ YE ( _ - \\ CONCRETE WALL `CONCREJE WALK CONCRETE STEPS CONCRE/E DR/ i WOE Er WO COAAECTEC 6 I' f /AEM' 1 - 6' a47£ se (i1 � iVJ 1- MIRMITASS'IIEY(Y.5' Q71OVEMOEXAG 1 1(01 GRAPHIC SCALE 0 20 40 80 = 40' EX ADD EDGE OF EX ASPHALT 2:7 IXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY 96 52.00 C -13 PAINIMNIIMIN t I II IIJ J JPilIIf% i Ii H !IIII ! FM= WIN MIN 112 !I x; 1113 R= 11 � Ir,11 Irl 1111111111 ■■ r ■,rrr.rir■„up■ r■ i.,rl IY111� ■ rrir�irri ■srirur■ ■i■ir■ 1 ' ; r,9,' "' iirr\ 1111 ■i..rs �i ■.ssr�ss .■..i.sss....:sir .�n 11 1111\ 111111111 ���� I9I 9 NMIrr .� l�li 1 i,~i11ai ■i __ I� � 11111. is - Mit Side Elevation Rear Elevation Side Elevation a DUJARDIN PLAN #1843A FOSTERVIEW ESTATES IOn Storage Garage 18'5'x25 0' © COPY■OIR UMPlB o.= WORK Lower Floor Plan 0 M 32' -O" Porch 19'6'x6'0' n d coPY■e.Cuonn simo woo( Li KAPPl81 ASSOCIATES AlOWIECI8 Family 144'x12'4' - --1 Living 12'0'x11'0' LIP it �� �Ol•1`1 4r> SQUARE FOOTAGE DRAWING INDEX MAIN FLOOR 835 SF Al. CODE NOTES UPPER FLOOR 854 SF A2.1 FOUNDATION & BASEMENT 162 sF LOWER FLOOR PLAN TOTAL 1849 SF A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN GARAGE 637 SF A4. UPPER FLOOR FRAMING DECK / PATIO 192 SF A5- UPPER FLOOR PLAN SQUARE FOOTAGE IS MEASURED TO TI;E A6- UPPER ROOF FRAMING �FACE E OF WALLS STAIRS CS AT OREN A7. ELEVATIONS & TO NOT OUDED K a&� 5 BUILDING SECTIONS Di STANDARD DETAILS D2. STANDARD DETAILS Si LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE t.! :Ir4 a n n11111 ©camer r uluel7.® WOW KAMER MCNIBCTS P8 Main Floor Plan Upper Floor Plan • z Cij ^^ co i W NCIC a Co CO L9 co � LO CD CO CO C� 5 L- O iff CO 0 CO 0 m� BASE PLN B200 -073 SHEET COVER SHEET Al I SHEET I-- I I T. Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 5320 * Fax (425) 641 5318 STANDARD CODE NOTES Date Description , ,' Ai` t ° , ,,, , t ],t THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION, THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ® d C c-5 /11,4 if 2 if I a s 1 9, Botil I BI 4 i I A NI j I > w m. D(E`�➢N n m D � ,�� `� nmP ^ � l i l q a ^. ^i i^ ^ '^ W u A - _ i � ii i X 11 1 ii a l eY IIU -I l I ll . j ' # �t L i s' '4'2 ii t . t I t _ 1 4 l 6 ! , ,I,, I i I k Xi1 I- 5 1 1 i i R I i 1 Y b . � q 1; fob A � 6 ��8 � � !;: 1211 I. I s° Gds 84 $ $ i4� ° 5- 5 $: I2 R i:i s! Ill I 141 �41 l _11 1 l's ;A i tft 11 1 1 3 4 j iioii i li 1! g !A E a S1 g1 a alb I N' litrI it !I i ig- ril I ' i iip J t 2 , = 1 1 53 /$- 1 A q 5R e ._ € OP o 111 11 �a s�4/1 II l� 1 go& I I6 11 1A1 i H 1, ill!' i A � p � 1#1 � � i illi g pp gga ��tl 13� tt�ygg��$¢3$3��FQQ: li 1 a I !11 11111111111111111111111111 I I I i l Ian i 11 X11$ 1111111 1 ij 11 II iIi i i 1 A 111 s ; tii - 101 ;41 k 1 . w WI • • IS U2' 12' -5 112' 0 0 FP -I ( P -.) ( FP -10) DEft r r ( P6) ( P -rT) P -8 J Garage cONC ) FP -3 ) R1INEP l Storage CONC. R' -9 U2' ) P-2 ) / WILii \J1 -L I - II WI z$ )� a4 ! 1112! ii i \ I I 'T 1 � +19 rtJO� 3' - U2' ._. -._ - -P -I�' / 4' -8' I 4' -0' I S — � Ice CARPET !. I I /kg ■ I I60AB- HYFID- HOOD -- 1 -3 • ik .,,u, - - . .., 1/2/ I' -2 vz•- V -2 1/ - T- 1 J - -, I Im I _ 1 DECK LPIE ABOVE S U2' STEP m( I PLANTER HOLD E)gE150R SLAB V GELCW eaM,PLAf - -, J - - ( F'' -3 I -16) ( P -16) I 1 1 7 16' -9' -3, _ /1• 13' -6 UT 12 12' 32 ,_ 0 . w r CRAWL SPACE VENTS I. CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150 = 0 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14','x.15 (l5% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / S8 0 VENTS REQUIRED. 5. 0 VENTS SHOWN (SEE PLAN FOR LOCATION) 6 0 VENTS x 58 = 0 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4' MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PER ANENTLY BAFFLED. WSEC 50214.1 11/2' FOUNDATION /LOWER FLOOR PLAN 1 1_1 SYMBOLS AND LEGEND E1 FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MIK - KITCHEN 100 OR-I MIN. -WHOLE HOUSE FAN 100 CFI, MIN. VTOS 24 HOUR TIMER - 100 OFT1 MIN O 0T THERMOSTAT a 50' ABOVE FLOOR Q 110v SMOKE DETECTOR PER UBC WITH B4/ ITKT BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6055 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. NOTE: SITE SPECFC FO.NOATICN ELAN TO BE NGLUDED U4114 5404 LOT SFECFIC PERMIT PACKAGE (SEE .SITE PLAN. FOR SITE SPECFIC STAIR CONSTRICTION SEE SITE PLAN 4 SHEET 04. I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES FR -I FP -2 ) ( FP -3 (FP -4 ) Fr -8 ( FP-II ) (FP -12 (P`' -13 ( FP-14 ) (P -15) (FP -I6) ) (FP - FLOOR JOIST SEE DIV. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRI JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET 4 -1 ( FP -21 ) MIK 1' CLEARANCE FROM CONCR ) AT END OF BEAMS (FP -23) (Fr - IS ) FP-20) (FP -23 ) (FP - 241 EDGE OF CONCRETE O R POINT LOAD TRANSFERING DOUR W/ LOADING O�Pt �� QY STxx I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2_ SEE TYPICAL MATERIALS LIST ON SECTION 51 I£ET 3. SEE COVERSHE£T FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY PANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING - SEE DIV. 010007A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' ot_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1, RAFTER TAIL 2x, VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4510 OF 2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LI O_ SEE DIV. 06100 SHEET A -I CONCRETE STEM WALL S' WIDE WTH MIN_ 15,7 FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DI, 3 SHEET A -1 CONCRETE SLAB ON GRADE SHAL L BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI4xW14 UALF ON 4' GRANULAR FILL SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV_ 3 SHEET A -I 6x6 POST ON CB66. I' ABOVE SLAB ON 36,36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) •4 BAR EACH WAY: SEE DI, 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW_ SEE DIV. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 s 16' or.. 11.11.0. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIK I° CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 404 POST (SCAB POST AND BEAM WITH 2x4) ON SO. FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST s BEAM SPLICE i POSITIVE CON - NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. S SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE Div. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (1) 2 1/1' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8`x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SE£ DIV. IS AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18,24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24,24,1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30'X30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY OR IN STRIP FOOTING PER DETAIL 16/DI. 36,36,12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) >4 BAR EACH WAY STAB STEEL 12' INTO SLAB o 12'oc EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST SYMBOLS & LEGEND POINT LOAD FROM 4BOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOM WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDICATES BEAM CALCULATION WITH ...EYED NUMBER /1-._ EXTENT OF SHEAR WALL TYPE CF SHEAR WALL �— WALL ABOVE 12"x:C WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. JOB NO 918323 BASE PLN 8200 -073 X 11 513k191lt GLB W HANGER OPOLN 1)017 1 05E 230 t1D511JL • REAR RON WALL MAIN FLOOR FRAMING PLAN Scale V4' =I' - ( F - ALL FLOOR JOIST ARE: 11 1/8' TJI. 150'6 • 192 0.C. SEE DM 06100 START NG HERE J I ID:POSED AGGREGATE C.:RETE LADING W'4 BAR AT Won EACH BAT, 2' ABOVE TOP OF WALL 1 GENERAL FRAMING NOTES f I FRAMING PLAN KEYNOTES f F -1 ) F -2 r F -3 F -4 1 F -5 F -6 r F -1 ) F -B F -9 f F -10 F -11 ) F -12 F -13 ) �F -14} I. SEE COVER 5HEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2_ SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3: SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING-, AND ELECTRICAL. 4_ TRUSS DESIGN BY MANUF_ TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET 4 -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. LINO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION, 1_ RAFTER TAIL 2x4. VERIFY_ a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 OF 2 UN.O. PROVIDE CU TRIMMER STUD UP TO 4 SPAN AND (2) TRIMMER STUDS OVER 4 -0' UN.O. SEE DI, 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR VAC DUCTING. SEE DIV.15 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 UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EMENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT_ ATTIC SPACE VENT SEE CALCULATION 5. DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DLL.. SEE DI, 06100 SHEET .4-1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE SLOGGING SEE DM_ 06100 SHEET A -I 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 SEAM 4 BELOW TOP OF JOIST TO ALLOW FOR WAG OVER BEAM AND BEAM SUMPS DOWN BELOW JOISTS 2X6 OVER RAMING • 24' OC F -I 1 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POIN, LOAD FROM ABOVE W/ LOADING POINT LOAD TR.,5FERING DOWN POINT LOAD TRANSRING DOWN W/ LOADING z HANG=ER POINT LOAD TRANSFERED BY KICKER 4 HOLD DOWN Wrn4 SIZE DESIGNATION y l� VERTICAL STRAP WITH SIZE DESIGNATION Q TO BE USED ON FLOOR BELOW STxx — HORIZONTAL STRAP WITH SIZE DESIGNATION a INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE r - 1 -+ WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING- AND CALCULATIONS ARE NOT PROVIDED W THESE DRAWINGS. z co C•] _+ CO CO D N XJ t l't):: :::= � O N L. LU � C9 CO .y CV Cb 03 v pp� �V T1(L JOB NO. • 9968323 BASE PLN B200 -073 SHEET 2 • 9908323 11 2' GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL OF GLAZING 1843 SF 220.33 SF 112 S SF. 15 CALCULATED USING THE RECUIFE"ENT5 SET FORTH M THE WASHINGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PEWOR'IANCE COMPLIANCE SYMBOLS AND LEGEND ❑F FAN- DIRECT vTNT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CF-1 MIN. -WHOLE HOUSE FAN 100 CFM MIN VTO5 ® WHOLE ° EXHAAST FAN COMIECTED A 24 HOUR TIMER - 100 CFM MIN_, v10 QT THERMOSTAT s 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC A PROVIDE 6• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 8. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER WITH BATTERY BACKUP INTERCOFRECTED C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. Qf 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANIAL, PLUMBING, AND ELECTRICAL SYSTEM F OR UNITS: PER DIV 15,16 SEE SHEET Al moral Covered Porch WOOD I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I ) ( P -2 P -3 ) ( P -4 ) ( P -5 ( P -6 ) ) F l ) ( P -E ) ( P -9 ) ( P -10 ) [ P -11 P -12 ) (P -13) ( - EU ) P -■ (P -R) ) P -IN ( P -19 ) ) P -20 ) (P -21) ( P -22 ) ( P -23 ) ( P -24 i. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR OUAILITY INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. B SHEET A -I 4. SEE TYPICAL MATERIALS LEST ON SECTION SHEET N. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE IF G1WB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV_ 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH B. TREADS 10' MIN. DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN 34' TO MAX 3S' ABOVE TREAD NOSING. HANDRAIL I I/2• MIN. TO 2' MAX CROSS SECTION DIMENSION AND I I/2' MIN CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5) E. COVER USABLE'. SPACE UNDER STAIR W/ 5/8' TYPE 'X' GAUSS. (2) LAYERS m CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED WI LESS THAN 4' BETWEEN BALUSTER, SEE DIN. 01002.5 SHEET A -I. SAFETY GLAZING PER MSC, SECTION 2.406 A. WINDOWS WITHIN IS'. OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E STAIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV. S SHEET A -I COVER WALLS ADJACENT TO NB5 AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -I (2) LAYER OF FLOOR SHEATHING OVER FRAMING. S MAX RSER WITH IN MIN RUN IF MORE THAN (3) RISER, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 GRAIL 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 010021 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 CONFORI -I TO USG REQUIREMENTS. SEE DIN. 010025 SWEET'. A -I B. ZERO. CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010025 SHEET A -1 C. HEARTH SHALL CONFORM TO USG REQUIREMENT. SEE DIV. 010025 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 WOO 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC SEE Div. 1 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. z TITLE JOB NO.: 9908323 BASE PLN B200-073 S • UARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. 99083.23 SHEET 3 UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale V4'.I' - ®' ''11n1 1LI Ltsi ALL FLOOR JOIST ARE: 11 l /8 TJI 150's a 192 o.c: SEE DIV_ 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I ( F -1 ) ( F -2 ) F -3 [ F -4 ) ( F -5 ( F -6 ) Fl ) F - PLATE SEE ELEHEIGHVATIONS T AND SECTIONS FOR I F -9 J PRESSURE BLOCKING SEE Div. 06100 SHEET A -I f F -11 ) F-I2 ) ( F -13 ( F -14 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2_ SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF_ TRUSS FLAN SHOWN 15 FOR GENERAL LAYOUT ONLY 5E5 DIV 5100 SHEET A -I - TRUSS LOADING SEE Div. 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc_ LINO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2•4. VERIFY. B. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 SF 2 UNA. PROVIDE lil TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4 -0' UNA. SEE DIV 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE Div.. 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 UPSET - 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 A -I FLUSH - BOTTOM OF SEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOIIN BELOW JOISTS TOP OF BEAM S BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OYRFRAMING a 24' OC F -i5 ) 2 X6 CEILING JOISTS Q. 24' OC SYMBOLS & LEGEND yti! R PONT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HA.NG�'"R POINT LOAD ro.1.. 1 ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERED BY KICKER g�� Q HOLD DOWN WITHSIZE DESIGNATION 1� 1 . _0� VERTICAL STRAP, WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW. STo - - -- HORIZONTAL STRAP WITH SIZE DESIGNATION O NDICATES BEAM CALCULATION WITH.. • INDEXED NUMBER �7 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r..- 11141 I ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS. as Lo 0) TIME JOB NO.:' 9908523 BASE PLN B200 -073 SHEET A 9908323 SYMBOLS AND LEGEND Q FAN- DIRECT V .4T TO OUTSIDE -BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN NOS WHOLE HOUSE EXHAUST FAN CONVECTED A 24 HOUR TIMER - 100 CFM MIN, Vr0 TQ F 105TAT • 50' ABOVE FLOOR • R0v SMOIL DETECTOR PER UBC WITH BA■ Ittcr BACKUP INTERCONNEt -1.a izp 24 (JOUR TIMER TO IIAJOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al A. PROVIDE 6• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 8. PROVIDE fl- AL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE UPPER FLOOR PLAN I GENERAL PLAN NOTES I I FLOOR PLAN KEY NOTES I ( P -I ) P -2 ) P -3 ) ( P -5 P -6 ) ( P -T ) ) P -8 ( P -9 ) � 0 ( P-11 ) ( P - N ) ( P -13) ( P -14 ) P ( P -16 P -I1 P - IN P -IN ) ( P -20 P -21 ) ( P -22 (P -23 ) ( P -24 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS: 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV_ 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' G.WB_ TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13 /S' M115. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER IBC SECTION 1003 A. HEADROOM MIN 6' -8', WIDTH MI, 3' -0'. B. TREADS 10' MIN DEPTH, RISERS 8' MAX HT_ C_ HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 112' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 1 12' MIN CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(54 E COVER USABLE SPACE. UNDER STAIR TYPE 'X' GUUB: (2) LAYERS s CEILING AREAS. F. INth4r,DIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4'. BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -I.' SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOUB 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_ 05800 SHEET A -I EGRESS WINDOW PER LIED, SECTION 3104 SEE DIV. 08500 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO 55 I8' MIN, ABOVE TOP OF SLAB. SEE DIV_ 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITS NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MI, RIN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18S• ?4` 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 DIY 01002.1 SWEET A -I FLOOR MATERL 11_ BREAK LINE WALL LME ABOVE M ICJ / LIME BELOW FIREPLACE ASSEMBLY NOTES: A Pt. VENT FIREPLACES, INSTALL PER MFG_ SPECIFICATIONS, SHALL CIXNFOR-I TO USG REQUIREMENTS. SEE Div. 00020 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CO TO UBC REQUIREMENTS. SEE DIV. 010028 SWEET A -1 C. HEARTH' SHALL CONF0,1 TO UBC REQIUIR SEE DIV 01002. AND 9 SHEET A -I D.5 /8' IYPt '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 NOSINWS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER SEC SEE Div_ S. SHEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SORT AREA ./EC-RATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN 111LE JOB NO. 9908323 BASE PLN B200-073 SHEET A 5 9908323 F Q ■ cU � tL W ° H � >1 04S W X rn = en et oo wQ z CS a o O A Q 5 5 -4' / 4 -T' / 5 -1' 10 -11' / / / 3 j / 71/2 -I 12 3' -11 V2' 5' - 5 12' 5'-5 2040 _.. / 2. WALL FOR S -VENT P -B / ez. gs SEENCEINIS. IS I P-5 I CARPET [C OP?... ' %40 \. Q" COld62 (( /�p� V "'' ( - )) #3 Bdrm #3 T' 3N11 :CON rriroiag 1 1 Bath vINTL ,' R 15 CLIP CORNER,. Bath' 4 M. CARPET �y 3' 1° � -.: ( P -B - -312• � � � Eger. h R1S ^T4Vi CARPET M. Bdrm. CARPET SD Alk am fr o SD .V11,11 1 - Sifting CARPET (P -5 Bdrm #2 CARPE 5 040 5040 ( P -` ) L ROOF LINE E5LOW 4' -1 12' / 8' -4 I/2' / I 5040 LJ I r L I / I I 7 4`' -6' , T' -3' , 1 -3' 11,6' / / 14' 6' / 32' -0' SYMBOLS AND LEGEND Q FAN- DIRECT V .4T TO OUTSIDE -BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN NOS WHOLE HOUSE EXHAUST FAN CONVECTED A 24 HOUR TIMER - 100 CFM MIN, Vr0 TQ F 105TAT • 50' ABOVE FLOOR • R0v SMOIL DETECTOR PER UBC WITH BA■ Ittcr BACKUP INTERCONNEt -1.a izp 24 (JOUR TIMER TO IIAJOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al A. PROVIDE 6• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 8. PROVIDE fl- AL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE UPPER FLOOR PLAN I GENERAL PLAN NOTES I I FLOOR PLAN KEY NOTES I ( P -I ) P -2 ) P -3 ) ( P -5 P -6 ) ( P -T ) ) P -8 ( P -9 ) � 0 ( P-11 ) ( P - N ) ( P -13) ( P -14 ) P ( P -16 P -I1 P - IN P -IN ) ( P -20 P -21 ) ( P -22 (P -23 ) ( P -24 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS: 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV_ 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' G.WB_ TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13 /S' M115. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER IBC SECTION 1003 A. HEADROOM MIN 6' -8', WIDTH MI, 3' -0'. B. TREADS 10' MIN DEPTH, RISERS 8' MAX HT_ C_ HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 112' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 1 12' MIN CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(54 E COVER USABLE SPACE. UNDER STAIR TYPE 'X' GUUB: (2) LAYERS s CEILING AREAS. F. INth4r,DIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4'. BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -I.' SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOUB 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_ 05800 SHEET A -I EGRESS WINDOW PER LIED, SECTION 3104 SEE DIV. 08500 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO 55 I8' MIN, ABOVE TOP OF SLAB. SEE DIV_ 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITS NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MI, RIN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18S• ?4` 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 DIY 01002.1 SWEET A -I FLOOR MATERL 11_ BREAK LINE WALL LME ABOVE M ICJ / LIME BELOW FIREPLACE ASSEMBLY NOTES: A Pt. VENT FIREPLACES, INSTALL PER MFG_ SPECIFICATIONS, SHALL CIXNFOR-I TO USG REQUIREMENTS. SEE Div. 00020 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CO TO UBC REQUIREMENTS. SEE DIV. 010028 SWEET A -1 C. HEARTH' SHALL CONF0,1 TO UBC REQIUIR SEE DIV 01002. AND 9 SHEET A -I D.5 /8' IYPt '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 NOSINWS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER SEC SEE Div_ S. SHEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SORT AREA ./EC-RATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN 111LE JOB NO. 9908323 BASE PLN B200-073 SHEET A 5 9908323 F Q ■ cU � tL W ° H � >1 04S W X rn = en et oo wQ z CS a o O A Q ROOF VENT CALCULATION BASED ON S 2-1/7 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA854 5F/300 =285 SF OF VENT AREA REQ 50 % AT RAVE. = 142 SF REQUIRED 50 % a 36' (MIN) ABOVE EAVE = 142 SF REQUIRED 5 ROOF JACKS AT 50 5Q IN EACH = SQ. IN. 174 5F 48 LF OF EAVE VENTS AT 52 SQ. NJLF =249.6 SQ IN. =173 SF 1 GABLE END VE T5 AT MIA x = 24 5Q IN...17 SF GABLE END VENTS AT x = SQ. IN.0 SF 2 GABLE END VENTS AT 24 DIA =58 5Q. IN =81 EF TOTAL VENTS PROVIDED ROOF JACKS . 174 55 EAVE VENTS . 173 eF GABLE END VENTS . 27 SF TOTAL SF OF VENTS PROVIDED = 4.44 SF • AREA MAY BE 1/300 G A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE CF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH 4 Dit I) D 1- 1 UPPER ROOF FRAMING PLAN SCALE 1/4' =1' -0' I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I ( F-I j ( F -2 ) ( F -3 ) F -4 ) ( F -S l ( F -6 ) ( F -1 l ( F - ) ( F l rF -I0 ( F -11 l ( F -12 l I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENT, 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOW 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DI, 0100073 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN S. ROOF FRAMING SPACING, 24' or.. UI-L0 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF 2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER. STUDS OVER 4' -0' UNO. SEE DI, 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 14VAC DUCTING-. SEE DIYIS SHEET A -1 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 UPSET - 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 A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE FIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN WI BOTTOM OF JOISTS TOP OF SEAM FLUSH W/ TOP OF JOIST AND SEAM EXTENDS DOWN BELOW JOISTS ( F -131 TOP OF UI SEAM 5 ' BELOW TOP OF JOIST TO ALLO FOR H VAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS ) ( F -IS 2X6 OVERFRAMING ® 24' OC 2X6 CEILING JOISTS 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HAIL_ -�R POINT LOAD TRANSFERED BY KICKER HOLD DOWN WIT 4 SIZE DESIGNATION.. y�l VERTICAL STRAP WITH .SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx ---- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH NDEXED TENSER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL C - I L71 I ABOVE Y' ...;.I WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. CO CO Cad LO C. 00 v- j f `1-.. E O n V ` D * v W ( : 15- � CO CO W n THE .108 NO. 9908323 BASE PLN B200-073 4 i� SIDE ELEVATION Scale l78`•P -0' IEiNEd El en 6 EXPOSED HORZ. SIN m m REAR ELEVATION Scala v5• =r -m. TOP PLATE w& 1408 T. UPPER FLOOR TOP PLATE 10114. Nog MAN FLOOR SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV BUILDING PAP • (DIV. 7) SHEATHING: (DIV. 6) FRAMING: IV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. GWR (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR (DIV. 6) FRAMING: IV. INSULATION: (DIV. 7) SOFFIT: (DIV. TRIM:(DIV. 6) SHINGLES (Dlv 010003) 30# BUILDING PAPER 7/16 OR EQUAL PER PLAN R30 BLOWN-IN 1J2' REESAWN PLYWOOD sir GWB WINDOW: HEAD 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE: 2x2 FASCIA: as UNO 2x4,2x3 31 TAG (PLYWD CAMPY, 01003) EQ.) PER PIANO R•19 BATT I/Y RESAWN PLYWOOD 1 MUM ■_■ ■_■ I NMI 1 ti■ 1t11i�111111 LlI1IItil��� � ������ 11111111 tttlt>ttiiirtt1 111.111111111111 111 1 ■11a111.111••11111111at1t11111 i l r lllt',t 111111. •1111) 011'1111, ■■■■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■■■■■1�1� - 1\ \11111 \�� I. I.l:I IUI•I• ,I.1 �U�,11 Ia:�:I.�aa� _ = ' C III i ��� [T I�.zaS �t>a) ■ >• Ali- erg 1 ■M'. I I I:1H! I I I 1_I11ij1,_11 L i 1 I .1 LL la,� f TI G I I I I 1 I 1 1_1_1 ALL 1 1 ! L JILL ■ 11 L I E7 I tf at I TT II!II I =l 1 1 lLJ L L T I J J._ _IT L_I !I �l J1 �1 U1r14DR HGT. IS' 560110R 263 STOOL BOARD, TIP. - 26 TRIM UPPER FLOOR 4 TRIM UK FOR HGT B• SHUTTER MAN FLOOR TOP PLATE 163 BATTS OVER ROUGH SAM PLY111000 • l2 oc TYR (3) PLACES GARAGE FLOOR 614 TRIM OVER 666 TRIM B SHUTTER MDO PLYWOOD. 1!162 CORJERIOLD STOOL BOARD FROM 3x6 264 TRIM 2x10 TRIM 2x8 TRIM 264 P.T. PICKET w/ 614 P.T. TRIM EACH 510E EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV 7) WOOD SIDING (DIV. 01003) BUILDING WEAR. (DIV. 7) III BUILDING PAPER SHEATHING: IV. 6) 7/16' OSB OR EQUAL 5IM 5 FRAMING: IN ON ((DI�V. 7) 2 13 x 4 BAIT STUDS /INTE 6r INTEGRAL VAPOR BARRIER OWE (DIV. 9) fir (MB SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A Scale 54 -l-0• IS' GABLE END VENT 66 64515 OVER ROUGH SAWN PLYWOOD • R' x 2x3 STOOLBOARD 54 TRIM OVER Ix10 TRIM u) Ix6 DENIALS • 24• oc. TOP PLATE FRONT ELEVATION Scale V4' :I' -0' 3ASE PLN B200-073 3/8•=1' -O' APA LATERAL RESTRAINT PANEL V FOUNDATIO D TAI 3 /4' =T-O' =ENT SLAB MUST BEN PLACE PRIOR TO RILL BACKFILLING OF WALL NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB � ? • 1 Win' 1 1� ( 112' CLEAR 3' -2' i'_0• FOUNDATION D TAIL 3/4' =T -O• 2X4 TOP PLATE GARAGE DOOR HDR (SEE FR.. PLAN FOR SIMJ NAIL SHEAR* . TO HDR W/ Sd NAILS• 3' OC. A STIR WALL LOG. U.N.O. ON SHR WALL SCTIEDD. 2 -2x4 STUDS -NAIL SIEATNNG AV 2d NAILS • 3' OG TO EACH SLID UNO. Oi SHR WALL SGHED. NAIL Bd NAILS• 3' OL• ALL PL., TORS, a STUDS UNO. ON 582 uNLL SCIED. 2 2x4 AT ANY SHEATHING JOINT l(I6' 0.55. SHEATHING (PITH] 56614 STRAP TE ANCHOR (NAIL TO BOARD FOR1 BEND UP AFTER CONCRETE CURE51 USE 38 -I6c1X2 VB NA. EACH UNO. 2 -2X4 RATES -NAIL WIG. TO EA PLATE (215/8' 0 AB. W MN. T EMBEDMENT UNO.ON STIR WALL C.ED_ CONTINUOUS FOOTING TIGHTLNE (21'4 BAR •TOP VER.J - BAR • 5 oc (DIN 3 54.1" A -U •4 .KILL BAR • Tr oc (DM 3 SHEET A -U •4 BAR eff oc L =2' -6' (DIV 3 SHEET A -U m INi= 111111E - 11111 =111111:=111 — - EEIII IIniil�Iml - 1171 I= 1 117116 =a1111E1001_ 1011 -10 — 01-M I 11HI 17000- 06100-12 563, 6e' AB. UV 2'20'X3/16 SQ STEEL PLATE WASHER: • 4'-0' OL. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SHEARIALL SCHEDULE T MN EMBED. (2)4 BART. 4 VERT. BAR T' oc, FULL HEIGHT CF WALL (DN.3 SHEET A -D •4 VERT. J- EAR •b'oc (DIN 3 SHEET A -U DAMP PtY ( DIV .1 54T AU 4 HO. EAR •T0'oc 1 OVERLAP MN) (DIN 3 SHEET A -U 4 ' PER, FTC. DRAIN WALTER IN 24' GRAVEL E._ (DN.2 SHEET (4) •4 BAR CONT. (DIN. 351 A -U SOLD SUBSTRATE 4' CLNC. SLAB OVER 4' ROCK OVER VAPOR WARRIOR S 5...10' AB. UV 2'M'JG/16'5.0. TEEL PLATE UtASERS • 4' -0' 0C. (DIN 3 5..7 A -U EXCEPT AS NOTED OJ SHEAR UALL SGREPLE T MN TINTED. v., BAR • ID' oc, RILL et. HEIGIG OF WALL (DIV 35TEET A -U DAMP ( DIN. l 54T AU CLEAR (5I 4 WAR CONT. .M3 SHEET A -U SOLD 5.35TRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARROR 3/4 =1 06100-09300- 06_TJI CRIPPLE WALL ® FOUNDATION TTp. FLOOR FRAMING FER PLAN (DIN 6 SHEET A -U TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DN. b SHEET A -U LOCATE SWEATING JOINT COMTD(METE. RH BOARD LOCATE SWATTING JOINT • COTTON MEMBER CRIPPLE WALL PER RAN SEE FOUNDATION DETAIL(5) TIP. FLOOR FRAMING PER PLAN (DIN 6 SHEET A -U TTP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV.6 SHEET A-U RU. BOARD CRIPPLE WALL, PER PLAN. WUH A MN STD LEI.. OF HT FER IBC SEC 232013 (DV 6 SHEET A-12 SEE FOI DATILN DETAUIS) CRIPPLE WALL ® FOUNDATION 3/4W 06100.03300 -07 T.1 TTP EXTERIOR WALL CCTSTRKTICN FE2 PLAN (DIV 6 SHEET A-U TTP. FLOOR FRAM. PER PLAN (DIV 6 SHEET A -U SOLID BLOCKIG OVER g TS LOCATE SHEATHING JOINT COMMON MIEMEER RUT BOARD STEPPED FOUNDATION DETAIL nPOST /FOOTING CONNECTION h3 CONT. WRIT VENT U2' RESAUN ELTUO. • SOAR TREATED MD SILL SEE FOdOAT1O1 DETAILS , 1= 111111= 111111- 111111 - 111111 111- FOUNDATION DETAIL 3/4•=T -U FOUNDATION DETAIL 3/4• =t-O' 03/4".1-0' CANTILEVER FRM'G AT FOUNDATION 1 , FURRING DETAIL ago- 0000623 06100-03300-023A _ 3 /4' =1 (SLAB STEM WALL TYPICAL EXTERIOR WALL CONSTRBL PER PLAT (DM b SHEET A-U P AIR SPACE BUILDING PAPER 1100.00 END MAWR. VENEER TIE TO FRAMING Br_ 2 SQ FT (DIN 4 Shea AU MASONRY VENEER CONT_ FLASHING WEEP HOLES • 4'-0' OC_ TREATED MD 51EL roN.( SHEET A-0 SEE FOUNDATION DETAILS 3 ID' VARIES TIP. EXTERIOR WALL CONSTRUCTION PER PLANS (DIN 6 SHEET A-0 CONC. OVER 4' ROCK OVER VAPOR BARRIER R-10 RIGID 6615/LATTON WO TREATED PLATE OFFSET 3/4' SEE ROWDATT N DETAILS 0330040000 - 16 6'FAN_ VEIL T GRADE CONT.. NOTE 9415 OPR. CAN NOT. USED AT ...WALLS_ 04200.0610002_T.6 06100.0 0-2LT6 1 =11011 � 1 111111E- - -11111_ 01111_10111= _ann_niin_n m_ IIIiil; =Ii 111 -11 0110° FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 3/4=1' - 03300-06100-03 1 3/4'=7 -0' ' GWB. TTP. (DIV 9 SHEET A -U INTERIOR BEARING WALL (DIV. b SHEET A -U in -0' Oa (DIV 3 SHEET A -U SLAB ON GRADE PER PLAN (DIY_ 3 SHEET A -U VAPOR BARRIER CONT. SPREAD FTG. PER PLAN (DIV 3 SHEET A -12.45' (2) AT BAR COLT. (DIY. 3 SHEET A -U EXT. DOOR AHD FRAME (DIV 8 SHEET A -U DOOR THRESHOLD FLASHING AS REGO rolV.l SHEET A -U NERVESTRAL FLASHING 4' CONC_ SLAB OVER 4' GRAVEL BED (DIV 4 SHEET A-0 2x7 TREATED TFESHIOLD TRIM RPM JOIST TREATED MID SILL (DIV. 6 SHEET A-U N VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TIP FLOOR FRAMAG PER RAN. (DIN 6 SHEET A -U EXT. DOOR THRESHOLD DETAIL 3/4=7 - 06100-03300- 04_TJI R L WIDTH TREATED MAID SILL EXT. DOOR THRESHOLD DETAIL TYR FLOOR PRATING PER PLAN (DIN 6 SHEET A -U TTP. EXTERIOR WALL CONSTRICTION PER PLAN (DIN 6 SHEET A -U TREATED MD SILL SEE Fa/LOAM/1 DETAILS POST AND BEAM PER PLAN, 2)a low l(0 111111. -- 11111. TOP OF FT'0 CANTILEVERED RETAINING WALL 3/4 =t-O' y O FOUNDATION DETAIL 3/4 06700- osso6o6 T JI 3 /4' =T-ff FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL V20x10 AB- W/ 290'X3W 5. STEEL PLATE WASHERS • 4' -0' OL. (DM 3 SHEET A-U EXCEPT AS NOTED CIA SHEARIAEJ_ SCHEDULE T XIK EMBED. 1 4 NORM BAR IV O.C_ 2 -6' CORER OVERLAP (DIV. 3 SHEET A-0 N PERT. BAR SAME AS STUB STEEL SPACNCc (DIV. 3 SHEET A -U TGHTL. DAMPPROOFING (DIV T SHEET A-0 1 4 57116 STEEL FRO. FT'G. • TWO. (DM 3 SHEET A -II PETS. FT, DRAIN WEILTER N 24' GRAVEL BED (DN.2 SHEET A -I1 SOLID SUBSTRATE (22 o4 BAR CANT (DIV. 3 SHEET A -U COMMON MEMBER RUI BOARD 12'0x10' AB. WI 29:2 SR STEEL PLATE WASHERS • 4' 0' OL_ (DIN 3 SHEET A-U EXCEPT AS NOTED Oi SHEARUALL SCHEME 1,16L B (21.4 BAR •TOP •4 VERT. BAR• T' 0c, FULL I4054T OF WALL ro1V.3 SHEET A -U DAMP PROOFING ( DIV. T STR AU •4 VERT. J -BAR s T' oc (DIN 3 SHEET A-IJ At HORZ BAR • Kr oc 1' -6 OVERLAP U1IL (DIV.3 SHEET A -U ( FRAMING/FOUNDATION CONNECTION ,\ FRAM ING / FOUNDATION nFTAII 0330040000.01 PE=. FIG. DRAIN WALTER IN 2' GRAVEL BED. (DIN 2 SHEET A -11 (4) 1 4 BAR CONT. (DIV 3 SHEET A -U SOLID SUBSTRATE 03300- 0000622 03300- 00000 -26 TTP. EXTERIOR WALL CCNSTRICTIOL PER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JOINT e (01 FL E FILMING PER PLAL (DIV 6 SHEET A -U TREATED MD SILL SEE F.I DATION DETAIL(5)I TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JOINT • COLON MEMBER SOLD BLOCKING • RIN JOIST • EXT. WALL PONT LOAD BEARING PER PLAN TREATED MD SILL SEE FOI DATICN DETAILS) TTP. ROOK FRAMING PER PLAN (DIV.6 SHEET A -U JOB NO Z co (l3 L1� W co p C.) * Cb • •� _ (n m cb �V TIRE SHEET D1 NO_ET DELETE RAIL U FINISHED DECK ELEVATION IS 30' 0' GRADE. - ABOVE FINISHED GRADE. 2xb 2x2 • 5 IR' OC (LR DIST. BTLLN NOT i0 EXCEED C 4' SOLID BLOCKING OVER SUPPORTS 5A4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROLLS OF UY LAG BOI - Al" IS oc TYP TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR WHEN POSTS EXCEED 4' M LENGTH SCAB UV 2X4 EA SIDE 2x 42' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE 1 10 SECTION ® BEAM 3/4 =f-0 IL L HEADROOM MIN 6' -8', WIDTH MIN 3' -0' PER WC 100615 2. TREADS 9' MIN DEPTH, RISERS S MAX HEIGHT 3. HANDRAIL MID 34' TO MAX 38' ABOVE TREAD NO51. HANDRAIL I PT not TO Y MAX. CROSS SECTION DI @LSION 4 I UT MID r,LEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 1006.9 BAFFEL EXTEND b' ABOVE B.ATT. MSI1L OR P ABOVE BLOWY INSUL TYPICAL ROOF CONSTRICTION 2' MM CLR FOR VENTING 2X BLOCKWG WITH (3) 2 VT o HOLES U TN SCREEN SEE ELEVATION EXPOSED TRUSS TAIL TYP. GUTTER FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) FLASHING (DIV T SHEET AU TYP. DECK CROSS SECTION 3/4' =1 06200- 0e170-19.331 DBL OR GIRDER TRUSS (PER PLAN) (TYP) ROOF CONSTRUCTION FRAME OVER WALL DETAIL 3/4=T -O• SKYLIGHT, SIZE PER PLAN PROVIDE FLASHING A5 RECOMMENDED BY MFG. 2x6 CURB TYP. 2x4 • ROOF AND FRAMING MEMBERS TYP. GIUB. • CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL SM TYPE 'X' GAB. AS RECUIRED SEE NOTES BELOW x KICKER PLATE 06100-07300-15 3/4•4 07300-06100-01 WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 4 RN DIMENSIONS 3/4' PLYIWOD RISER 11/8' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. UNO. CENTER STRINGER WITH 2 - 2x4 STRONG BACK TYP. NAIL WALL STRINGERS W/ (2) I6d.TO WALL STUDS 4. INSTALL FIRE BLOCKING • STRINGERS TOP 4 BOTTOM 4 ADJACENT WALLAS) PER UDC SEC. 1082 5. COVER USABLE SPACE UNDER STAIR WITH 5/8' TYPE 'X' GAB„ USE 2 LAYERS • CEILING AREA PER UBC 1003339 b. INTERMEDIATE BALLISTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 061oo- X300 -17 l J /3 /4W4 (p EAVE DETAIL GABLE END DETAIL 3/4'4-0' STAIR SECTION DETAIL GABLE END DETAIL 12 1 /d•_T� „a, �,,,e.ro,�. n4, .•_. TTP6CPJ_ ROOF CCASIRICTEN 7.1 PER ELEVATION BA. BOARD PER ELEVATION 2X413A0ZR FOR BAR -NAIL 114RI SKIP BEAT..B(IH led a OD_ TYP 2X4 CUT... • 4' OL WITH 2X1 BETWEEN FOR TRH TIP' - 1BWOR WALL COSTRJCTKN TYPICAL ROOF CONSTRUCTION 06100.030012 TRH PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL TH. SHEATHING WITH 16d • oc. TYP 2x4 ORR(..• 4' ac. WITH 2x2. BE111E34 FOR TRH BLOCKIG AT CEILRY LIE 2x4 LEIIGE • 1a CEILING LIE (TYP. EXTERIOR WALL CONSTRICTION) BALLOON FRArE GABLE END WALL 06100. 0730006 \G / 3/4 =1-0 � EAVE DETAIL 3 /4=r -o EAVE DETAIL EAVE DETAIL 3/4=T-O• �EAV_ DETAIL 06100 - 07300 -01 06100- 07300.02 013100-07300-03 CO Co TITLE JOB NO SHEET D2 TTP. WALL CONSTRICTION OATH WALL SHEATHING PER SCHEDULE SOTTO, PLATE NAILING PER '.AEARNJ i_ SCHEDULE TJI BLOCKING TfP. TJI FLOOR CONSTRICTION STANDARD SHEAR DFTATT NS &. SCI-TPTlT TT .F TOP PLATE NAILING PER SHEARUALL SCiEDLLE BOTTRI PLATE NAL. PER SNEAK ALL SCHEDULE PANEL EDGE 1 FIELD NALRYs PER SCHEDULE TJI BLOCKING TIP. TJI FLOOR CONSTRUCTION TIP. WALL CONSTRUCTION WRH WALL SHEATH. PER SGHEDILE SHEAR WALL SHEAR WALL PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS 3/4 =f-0' 77007.06770 -16 3 /4'=f -0 17070.01370707 SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4 =f 1?o70- 06g0 -o8 NAIL FLOOR SHEATHING THIS WITH 10d a 6'oc. EDGES 10d 610' ac. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE I FIELD NAIL. PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EWE I FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARNALL SCHEDULE TYP. HALL CONSTRICTION WITH WALL SHEATHING; PER SCHEDULE EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS ®TO FLOOR JOISTS ® FOUNDATION 3/4d - 17070.0817001 3/4'4-0' 17070 - 03300 -01 + -I EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3 /444T 17070- 08170-02 M. WALL COSTFA COON NNH WALL SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRICTION BOTTOM PLATE Kau. 10d NAL eb•oc PLTWD. TO RII JOIST PATH_ EDGE t FIELD NAILING PER 10 d NAL • 6•oc PLTID_ TO TJI & GCMG TOP PLATE NALNG PER SFEARAINi SCFEDILE TTP WALL CONSTRICTIDN UAW WALL SHEATH/. FIER5CFEDULE SHEAR WALL PERPENDICULAR FLOOR JOIST - OFFSET CONDITION CANTILEVERED FLOOR JOIST 3/44 17070 - 08170-09 17070 08170 - 11 TYPICAL WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARLUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARC, DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRICTIDN WITH WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARIUALL SCHEDULE TOP PLATE NAILING PER SHEARWILL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4".1 17070-03300-02 SHEAR WALL ® CRIPPLE WALL 3/4=T - 1707003308 -03 CRIPPLE WALL (DIN. 6) SHEATHING PER SCHEDULE. PANEL EDGE 1 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE ID •4 BAR CCNT. (DIY. 3) NOTE: ALL INFORMATION ON T415 SHEET 15 SHEAR WALL PARALLEL SHEAR WALL TO FLOOR JOIST- OFFSET CONDITION O SHEAR WALL HOLDOWN CRIPPLE WALL - INTERIOR 3/4' =f-0' 17070 w 06770 3/4-.1.0 17070-08170 -24 L I 3/4'4-0' 17000.93308-04 L TITLE JOB NO SHEET � I S1 SFEARWILL PER PLAN AND 51EARLLCLL SCIEDN-E DOUBLE STUD BOTTOM PLATE NAILING PER SHEARUALL SCIEDULLLE TX BLOCKING BEAM PER FLAN 13 O HOLDOWN STRAP AT CRAWL SPACE 3/4t1-0 17070- 06170 -29 PP WALL CONSTRICTION WITH UBLL SHEATH.* PER SCIF.DLLE DOUBLE STtD BOTTOM PLATE NAILING PER SHEARUALL SCFEDIAE BLOCKING AND FILLER BLOCK DOABLE JOIST OR PE@1 PER PLAN HOLDOWN STRAP AT FLOORS 3/4•=1-0' 170700e170-28 C)3/4' =1 DRAG STRUT CONNECTION UPPER WALL TO LOWER ROOF CONNECTION 3/4=1 17010- 081731 CTA NfA R T1 CT-TF A R T IFTA TT C £ CCT-IFTIT TT P 17000-06100-30 ED INTERIOR SHEARWALL TO ROOF COND. - 1 HOLDOWN STRAP ® FLOORS 3/4 =f-o• noon- oewo-u6 3/4 =T-0 17070- 061To-20 DcD (wH TRSS PER PLAN WITH SHEATHING PER SHEARUALL SCHEDULE PANEL EDGE I FIELD HARING PER SCFEI LLE SHEAR WALL ® GABLE END 3/4W-0" NOTE USE 05B ON ROOF 16d TO MATCH SHEAR - WALL NAILING BELOW TXQ WITH 16d TO MATCH SLEARWALL NAILING BELOW INTO TOP PLATE TAP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE CU 16 d B of NAL • 4' oc a EA. OnRIGGER 8d NALa 6' of TO TOP CHORD ZR BAkTGE E 13 TRIM •4 BACKER FOR BARGE NAIL TTS2171 GH SKIP SIEATHNz WITH I6d 2C4 OIITRYfi 6 a4'OL WITH JO.T HANGER • TR. GABLE IND TRUSS A35 C.$ HERS EAR11411 SCHEIX F TYPICAL ROOF COSTRL'TIGN T P EXTERIOR WALL. CONSTRICTION UITH WALL SIEAINING PER SCHEME 1 noon o6too -TS \ T 1 3/4'=f -O° SHEAR WALL EAVE (1J STUDS AT EACH STRAP 807701 PLATE NAILING PER SHEARUALL SCHEDULE STRAP PER PLAT SHEAR WALL SCHEDULE 1 -V4' TIMBERSTRAND LSL RIM BOARD PANEL EDGE E FIELD NAILIt� PER SCHEDULE TTP EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRICTION PLYWOOD ROOF CONDITION 3/4W-0" PLYWOOD ROOF CONDITION 1700. 06100 48 \ `+ J3/4 =T-0" 17000 - 06100 - 04 NOTE ALL INFORMATION ON 7415 SHEET 15 17000 -- 06600.05 CO Co CI: CD In C CT ALL O 2 CD _c (n Co co QS Q) CX JOB NO. TITLE SHEET S2 02/08/ 5PM SHEARWALL SCHEDULE 301.1 1 TTfl I=�— 9d, lIVN ONI1IVN 9N111VN 0130 9NIN00 3003 91100 90H0NV 31010 1119 919101 PNI1IVN '1000101 9100019 I BLOCKING TO TOP PL, NAILING III 10818 -. 9011100 81010 401109 4H JOd 011011090 t9' 0 0001 01901110110 V2' GIB OBE SIDE 541 iI! r ' 0 VON V. c c N a YES 5/8' . 48' A35 NAIL a 42' 5d a 12' ibd a 2' 00 FLF GI -4 OR 5/8' GLLB ONE SIDE COOLER FOR 1,2' YES 5/8' a 48' A. 33' Ibd a IV 16d a 10' 125 HY ' G2 -1 UV MB TWO SIDES 6d YES 5/8' a 48' 20' led .8' ibd a 6' G2-4 OR COOLER YES 5/8' a 48' 20' led a 6' Ibd a 5' 5/8' C! L$ TWO SIDES FOR 5/e' PI -6A YES 5/8' a 48• 20' Ibd a 5' Ibd a 5' 50 FLF P1-6 7E5 5/8' a 48' 14' 16d eV Ibd a 5' 240 FLF P1 -4 Mb' 7E5 5/8' a 32' 12' Ibd a 4' Ibd 04' 350 FLF PI -3w PI -310 ONE SIDE `USE 3x STUDS o YES 5/8' 0 24' 1641 e 3' Ibd a 3' 450 P.F 545 FLF PANEL EDGES PI -2 USE 3x STUDS 8d COMMON YES 5/e' o 5' J35 DIAL P2.4 YES 5/8' • 5' A35 CLIPS e' ROLLS led e 4' � Ibd 4' STAGGERED 100 PLF STAR SHEATHING STAGGER JONTS IWO) STUDS a PANEL EDGES DEL RIM (2) ROUE (2) RCVS P2 -3 YES 5/8' o 12' A35 CLIPS e5' Ibd a V Ibd • 3' STAGGERED 990 FLF DEL RN UETERHAUSER LUS14 -4 HARDBOARD, 5101,6 OR EOUAL NO 5/8' a 48' 1?' 16412 5' Ibd a 5' 202 PLF =FR IGFO R PORT 23H d r i SEE FA.V ATION SHEAR nw ISFOR ALL CONCRETE NOLDDO NS LOWER SHEAR WALLS Sraln V8' =I' -0' d r d FOUNDATION SHEAR WALLS Sca I/8' •I'•0' UAL SYMBOLS & LEGEND T LOAD FROM ABOVE 0"' � PoNT LOAD FROM ABOVE W/ LOADING Z PONT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOILN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER i v HOLD DOW WITH SIZE DESIGNATION / VERT ST RAP WITH SIZE DE TO BE USED ON FLOOR BELOW ST _ - HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICA ER TES BEAM CALCULATION WITH NDD NUMB £XTEN7 OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE IZEIEt WALL BELOW 540Mb UNLESS OTHERWISE NOTED, ENGINEERING AND c 0211 ATIONS ARE NOT PROVIDED N THESE DRAWINGS. MAIN FLOOR SHEAR WALLS Scale VS' =1'-0' SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESICd4 CRITERIA GENERAL NOTES I. ALL SWEARWALLS SHORN TEl THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYP2CAL L.Y SHORN SHADED), 2, ANCHORAGE 15 FOR SHEARITALL5(P,4EEL5) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED o 16' 0L/MIN) PER TABLE 23 -I -CL 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UBC. REOIJIRE 1ENT5. 4. PROVIDE TWO STUDS AT ALL HOLD DOILN LOCATIONS. 5. SEE MANUFACTURER'S REG3JIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6, ALL PLYWOOD OR GYP5501 $HEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGN/41ED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE 6020085 OFFICIAL ROOF a FLOOR SWWEATI -IINr 1. ROOF SHEATHING: 1/I6' 05B ARA RATED SHEATHING (24/0). LA'S UP W/ MINIMUM I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 841 AT 6• oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS 22 24. D.C. 9 ALL UNSUPPORTED EDGES, ALLOWABLE DIAP.IP/IM SHEAR= I80x082=142psf 2. FLOOR SHEATHING, 314' ODE T+G ARA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CCRROP TO APA SPECEICA/10 N A 01. PROVIDE TEA EDGES AT LONG PANEL EDGES- NAILING SHALL SE ;OW AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE. DIAPHIRAN SHEAR = 26x042= 1T1prf. 3. PLYWOOD 5HALL BE LAID W/ FACE GRAM PERPEh:ICULAR TO SUPPORTS AND END (49 I > MINELJEINee UPPER FLOOR SHEAR WALLS Scale VB' =1' -0'. SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z ti cri o` O 'w � V "I + ! v Li) �o c O) N 1 45 1 S CZL : TITLE JOB NO.: 9308323 BASE PLN 8200 -073 1997 UBC TO CO 1 I=�— I1 == - iI! ■ IT� ( , d r i SEE FA.V ATION SHEAR nw ISFOR ALL CONCRETE NOLDDO NS LOWER SHEAR WALLS Sraln V8' =I' -0' d r d FOUNDATION SHEAR WALLS Sca I/8' •I'•0' UAL SYMBOLS & LEGEND T LOAD FROM ABOVE 0"' � PoNT LOAD FROM ABOVE W/ LOADING Z PONT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOILN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER i v HOLD DOW WITH SIZE DESIGNATION / VERT ST RAP WITH SIZE DE TO BE USED ON FLOOR BELOW ST _ - HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICA ER TES BEAM CALCULATION WITH NDD NUMB £XTEN7 OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE IZEIEt WALL BELOW 540Mb UNLESS OTHERWISE NOTED, ENGINEERING AND c 0211 ATIONS ARE NOT PROVIDED N THESE DRAWINGS. MAIN FLOOR SHEAR WALLS Scale VS' =1'-0' SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESICd4 CRITERIA GENERAL NOTES I. ALL SWEARWALLS SHORN TEl THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYP2CAL L.Y SHORN SHADED), 2, ANCHORAGE 15 FOR SHEARITALL5(P,4EEL5) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED o 16' 0L/MIN) PER TABLE 23 -I -CL 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UBC. REOIJIRE 1ENT5. 4. PROVIDE TWO STUDS AT ALL HOLD DOILN LOCATIONS. 5. SEE MANUFACTURER'S REG3JIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6, ALL PLYWOOD OR GYP5501 $HEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGN/41ED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE 6020085 OFFICIAL ROOF a FLOOR SWWEATI -IINr 1. ROOF SHEATHING: 1/I6' 05B ARA RATED SHEATHING (24/0). LA'S UP W/ MINIMUM I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 841 AT 6• oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS 22 24. D.C. 9 ALL UNSUPPORTED EDGES, ALLOWABLE DIAP.IP/IM SHEAR= I80x082=142psf 2. FLOOR SHEATHING, 314' ODE T+G ARA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CCRROP TO APA SPECEICA/10 N A 01. PROVIDE TEA EDGES AT LONG PANEL EDGES- NAILING SHALL SE ;OW AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE. DIAPHIRAN SHEAR = 26x042= 1T1prf. 3. PLYWOOD 5HALL BE LAID W/ FACE GRAM PERPEh:ICULAR TO SUPPORTS AND END (49 I > MINELJEINee UPPER FLOOR SHEAR WALLS Scale VB' =1' -0'. SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z ti cri o` O 'w � V "I + ! v Li) �o c O) N 1 45 1 S CZL : TITLE JOB NO.: 9308323 BASE PLN 8200 -073 1997 UBC TO CO 1