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HomeMy WebLinkAboutPermit D01-160 - FOSTERVIEW ESTATES - LOT 39FOSTERVIEW ESTATES - LOT 39 4291 S 137T" STREET D01 -160 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Vv shington (28 188 Parcel No: 2612+0 -0 Address: 4291 S 137 ` i Suite No: Location: Category: NSFR Type: DEVFERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor OCCUPANT OWNER CONTACT Permit Center Authorized Signature: Signature: Print Name: E;EVELOPrfENT 'Et;`rI T WARNING: IF CC )NSTF.Li TS + N BEGIN, 3E ORE AP En1L .., IO AP .NlT I.; t= 'PC ;C`EDING A7 TNEIP CWN License No: Permit N o: D01-16C; Status: S'':J �..atU�: 1�_. =rt issued 07/30/2001 E*.pires: 01/26/2602 _iccupancy: DWELLING_. UGC: i ::;7 -ire Protection: N/A .0 outh .0 East: .0 West: .0 :,ewer: VAL VUE Slopes: t 'eams . FOSTERVIEW ESTATES - LOT 39 4291 S 137 ST, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 98007 k k ** k k 4 k k k k k k* k* k ** k k* A k 4 A k 4 A k 4 A 4 A A k A k 4 4 A 4 k k k 4 A k t 4 k 4 k 4 4 4 4 A k k 4 A k 4 4 k k A A 4. A k 4 4 4 4 4 k k 4 k 4 4 a Permit Description: CONSTRUCTION OF A NEW 1,849 _•O FT SINGLE FAMILY RESIDENCE, 637 SO FT ATTACHED GARAGE AND 192 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCE_S, LAND ALETING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER & WD #125 WATER. A A k A A k A k k k k A A A k k k* k A A k A A A k k A A 4 4 A 4 4 k k 4 A A A k k A A k A k A A A 4 4 A 4 A 4 4 A 4 4 A 4 k 4 A A A A A 4 4# A ## 4 w A A 4 4 k A A Construction Valuation: 174,603.12 PUBLIC WORKS PERMITS: A(Water Meter Permits Listed Separate) Eng. Appr: $JS Curb Cut /Access /Sidewalk /CSC: Y Fire Loop Hydrant: N No: ize(in). .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 395 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 Ilse: N Water Main Extension: N Private: N Public: N A A A A A k A i t * A * k A * A A A A k A k A A k k A A A * A k A A A A k A* A A A k k A A A A k A k 4 A .A A 4 A A A A A .A A A k k A A k k 4 k A A A k t k A A 4 t A •A A TOTAL DEVELOPMENT PERMIT FEES: $ 1,612.75 k A A k **** A A A A A* A A k* ** A k A A A *# k k A A A k# A k A A k A 4 A A A* 4 A* 4 kA A 4 4 4 4 4# A 4 k A A A A 4 t A 4 4 k 4 k k 4 4 41, /44,444 4 f Date: (206) 431 -3670 Phone: Phone: 425 - 334 -5018 Phone: 425-641-5320 Date: ? `3''-eY 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 dc.e_, not presume to give authority to violate or cancel the provision of any other state or local haw_, regulating construction or the perfor rance of work. I au, authorized to sign for and outoin this development f rn,it \<c) This permit shall become null and void if the work is not commented within 180 days from the date of issuance, or if the wok, is suspended or abandoned for a period of 180 days from the last inspection. 't%ue F'ACC;I 4: L6 * * • 4 4 * * Ir 4 4 4 4 4 L. • t or •r S, Pem'.t NI: w lode E th and tst ■•••' Sr,Atv „24 ar:d ill7 mon e d t 91 • • • t. 1,%1I AL.*, • E'.1 i Int Ur. l t 11 6 . ; : t7. %And I:c7t0i4 E r ; i'lumbirt9 ('96-4722), : 3 LC' 4.44 44,44L 4 L, ALL. 1=1U v.LFW BE MET. '47.PE. L9 .1 . OF 4 TI: 4A:BMITTmi.. ALL 11 PVC . .4' , ANIT4P.I . ` • ' • • •- AII wOcd ref;: r ;le A • :4t F. .kr 1.e tc be is • Of ,siy 9ive authr:t. to %.H the code .:.h44.11 be .4,3!1, 1.4,Aboc ,Ato All wor; wii: ne ihere .sh611 ne lo tte 01 trle :nspect .k). Al! thtl 11. Pil A7 •hzt! the :cb 2t3rt :o- .Fstcucrlon. be u nt! '2 12. 4kkk C,:oltract.c PuL!H: 4 :1:16-433-c:79 4.1!: 24 THE GEOTECHNICAL ENC,INEEP SHALL Pt.".VITIL: , LOT EY LOT BAS H- THE wij1P eEEN ACCORDANCE WITH THE ':E.;TEJ:HNIL APPLICANT HALL OBTAIN WATEP PP.M17 FPN WTEP DISTPICT t125 AT 206-24.:-947 4ND SEEP PEPNI7 FPC ; SEWER DISTPICT AT 2 12— Temporary erosion •.. ih,0! the first orde, of busioless to site or into :tc.ry r 14. The site shall 11:1. permarent pace as soo; as oo:2ftlo ••! e Hee completed ,:nd ior to tne 1f7 The arivewa:. shall be tne from the drieway does , iot C(..-W onto the riny :oa s.urfat 116. '4014 affect.109 sh.11! ne with the City Utilitie: shall he submitted t the 17. FROM OCTOCEP 1 rviRou APRIL STOCRILES THAT ARE 2,H.1V f.)P :1 ATIT. HAVE r RISE OF 10 FEET OP MOPE f4L iLL C L:NWOPi.L7 THAN 12 HOUPS. DI2RIUG OTHER DISTUPBEE ARE ',:=, 1f VE Ii L EE Uf4 HE 7H,f44 2 DAYS. COVEPET W-TEPIAL MUST BE SY6CPILEL* '.'44 SITE AT FiE EEGINNING OF THIS PERTOE. IN: 1 STABILIZATION WEE L' .4141 MIEfIATELY BEFOR. 1.' IMMEC FOLLOWING STORK:. FROM hAsi 1 THROUGH SFPTEMPER 3. . INsr:zcT TEMFORAP`f EPOSV1N FP.EVETION 21TD1r MONTHLY. ALL . 11STUPSEl.' , AREAS OF THE fTE SH,LL 3E PFPM4T STABILIZEt?, rn - C; FIN=VL. I hereby ..*erri th:.t I reao 44 with them as , .:.utHhc ,, .L 2, 21;)1 •his work will be coilqs The iranrin9 of rh;s pe:41 doe: :i07, p. e violate or ce.ncel the i. oo ,/cric - ■ 71,4 L2)._ Project Name/Tenant: .5 r ew PSht�b Lo f 39 Value of Construction: / 17 ,1!' " Site Address: City State /Zip: Tax Parcel Number: 2.(ulaoo - o3`t CD `1211 ntL.:`h C L Property Owner: 0 a.V r\ bQ .tie (..b p h..Q.w' ON Phone: L&ZS • 33 < 1 • SC= ( 9 Street Address: City State/Zip: P. 0 . O x S' O `a F.l•ekr mot . W W °► A ZO (a Fax #: 4 1 - 7.....T. 3 • s 41 . Phone: _ Contractor: ck h 02..`l eil O IP yr tv . Street Address: v City State /Zip: Fax #: ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Architect: • N .�p P L -- PR. tT E cm Phone: 92S• (0 l l • S320 Street Address: City State /Zip: Li; .�E tto`M 54. 3e1 \eo k_t wi 9ebc�7 Fax #: 9ZS Lo 9 t • S3l 9' Engineer: .s o Phone: 'zS• 77i•.22 Street Address: City State/Zip: ` 1353 0 — 1 l4 Nu e.. W . SLAi+pCa. itu st,�l i • 78)02(p Fax #: 12-S• 77S • 02.31Q Contact Person: ‘...i p PL r-- ltr cKck'e ots Phone: Street Address: City State/Zip: Fax #: Description of work to be done: tale Z -r1D m Ba.Se elair.t t:52 - b7 Type of work: flil 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: U• 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 c ti 4 1 sq. ft. Dwelling I 2- sq. ft. Covered Deck(s) to $1 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) IV f 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 TUK Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepted: SFPERM[T.DOC 2/13/97 Data application expires: U V 1- - c1! STAFF USE ONLY Project Number: t�-� Permit Number: t/ t 4P Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT, REQUEST•FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:' Additional reviews shall be determined b the Public Works De • artment • . • ❑ Channelization/Striping Curb cut/Access /Sidewalk ❑ Fire Loop /Hydran (mainto vault) #: st ,., Size(s): C3 9 Flood Control Zone Hauling Land Altering: e0 )' Cut q J nt cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public N 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. PLEASE SIGN BACK OF APPLICATION FORM. Applica r&faken by: (initials) BUILDiNG.OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: S p FN u L C � Phone: Fax #: Address: \c_. k wry- - 1 2- cart` e errs , P. 5. City /State /Zip: ALL SINGLE- FAMILY RESIDENT! ' L PERMIT APPLICATIONS MUST B UBMITTED WITH T E FOLLOWING: DRAWINGS PREPARED H .-1 REGISTERED ARCHITECT OR PRVr..:- SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ if dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized: Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the' State: of,Washington,''a notarized letter from the. property owner authorizing the agent to submit this permit application and obtain the, pemrit,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.DOC 2/13/97 • ••••10. • t•, • •fioi •••itrtroartAer, rpfli.orept.••••• •••.s •■••e••••• • •■• •••••,,, .• • • •• •■•■, am ' 14 I ; 41,k4A**4%iltAkk4-ork*%* 1 4Akth1AAk■kik i c k ‘ 4,t‘k4\ktNtoli'skt4Ak4t4k:.A.Irt1! CI1Y 01 lurwlol. WP 11 btk•A.VAk.44-44-4***A14kAkkkkit4544ki \ 4 41kit k t t • 4 4 4 414 't 4Itock t4k ti•1414k 4 k 11 hvmher: P0100'atd: hmount. 1.t. (.,- I • PAvment Method: I:HECK Porttion. DU1RDEO C.FF.VEt0P _ill 31;3 P ao: &0i'' 13 G!7:44. PE01:1* Pitrcel 0o: 26120 3)te Addre: 42. '3 1 . 7 tn r' r 4 ,,: .'t - r, Thii, Piivment 1.ui::.71 Icti,1 AIL Int 1, 13A1thc: :0 Aici , ** A1 4 *%****/‘,..-****1*A4rrAthiAA ,4-, tiAii .,\i,A l ki,4A,kpArA*1,,,-, ),'.m000t ::ht Code Cot,cr)di 000:322.10( BUILU306 - PEE, 000;345.0 NUM ti4ELC • utTLIP 000A36.' 91h1 BUH.1)10E 9l1V(HWq 00o/142.400 EP FEP - ufiLlry i'...., 412/342.40o 309P FEE - 9TOPM ViPAIO 000/322 .1.01/ 1_1401) N(72 PERotr EEC , Ov0:24!J.C.g.1 L's01 AL1LF10(. PLAr C.HECI ....... 4 4 t7, 1 ' 7 '16 TOTAL 7-4 k*A**kA*******kA WY OF 1UKW1LA, p-***k******A***** 1RANSM11 Number Payment Method Permit No Parcel No Site Addrefis rhis Paymont **************** Account Cod? 000/303.830 • 4/ • Ar*AA****0, WA *******1c. A*****AAA*40A****kk4AkkAA • IPANSMil AkAAAOAAAAA : R0100669 Amount: 100.00 0/ ??/01 1? 04 : CHECK Notation: D1JAW1N DIV11OP !nit: HIH : D01-160 lype: VPE RM DE VI- 01 MEN1 1-'1. 1-M 11 : 261200-0390 : 4291 S 137 Si - total lef”): 1,518.25 100.00 foto! A11 Pmts: 100.00 Balanco: Doscription Amount. PLAN CHFCK - RFS 100.00 City of 1 ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 2612000390 Address: 4291 S 137 ST TUKW Suite No: Applicant: Amount doc: Receipt TRANSACTION LIST: Receipt No.: R020000807 Payment Amount: 35.00 Initials: SKS Payment Date: 06/19/2002 08:59 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN RECEIPT Type Method Description Payment Check 5275 35.00 ACCOUNT ITEM LIST: Current Pmts LAND ALTERING PERMIT FEE Description Account Code 000/322.100 35.00 Permit Number: D01-160 Status: ISSUED Applied Date: 05/22/2001 Issue Date: 07/30/2001 Total: 35.00 Printed: 06-19-2002 COMMENTS: UsIZIVI _ - ct()rh \Ie' i A es ;" / 3 C -e t In 11nSUlc14(O1— CA (o\,e c, p F v h,c - 1 y n1 44 — \ - C) IN. Reque /(f f e d y P h o n o;, i7 J31 - Pro ect nSft'r v /ftJ /(7 "11 Type of spection: I i i A es ;" / 3 p Date C e�y / S ecial Instructions: P Date W nted /0/ Reque /(f f e d y P h o n o;, i7 J31 - 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Approved per applicable codes. El Corrections required prior to approval. Inspector, 1 Date: 1tv $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection 1 r l nQ i Address: , t2 1 s '7 9 � 7 +h St D ate called: C — Dz Special instructions: �O� 39 Date wanted: _ �+ m P.m. Requester: Sf4 Phone: 1 4 2. 5— 319— 207 Yl t e(j 1 7 ) - ovvV r' x . L4 ►t, (.A ie. - - ;,,\ A ,, ,e, r j it +� t t t,, ►. l n IP R ,i o citz' "1 01.. i .' ' ' + �r A c_'_i�' t. 4.2...--f 1...'t4 i_ ` Project: rosf ervtew E5 Meg Type of Inspection 1 r l nQ i Address: , t2 1 s '7 9 � 7 +h St D ate called: C — Dz Special instructions: �O� 39 Date wanted: _ �+ m P.m. Requester: Sf4 Phone: 1 4 2. 5— 319— 207 1 INSPECTION NO. INSPECTION RECORD Doi J L. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Date: 1 11(id n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: (; Receipt No: Date: COMMENTS: Type of Inspection: P W Fi na I Address: ?Z 91 S 137th St Date Called: 10 - 3 _ 0 Z Special Instructions: Lot 3q Date Wanted: I o -7- 02 r 'a.m. 1 Requester: ha r J( 7ri • " I' t , Tj _ = a il Project: ROstervlEw E Cates Type of Inspection: P W Fi na I Address: ?Z 91 S 137th St Date Called: 10 - 3 _ 0 Z Special Instructions: Lot 3q Date Wanted: I o -7- 02 r 'a.m. 1 Requester: Phone No: 1+2 6 311'" I INSPECTION RECORD D�, D 0,-4160 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Approved per applicable codes. Corrections required prior to approval. Inspector: u Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Pro ect: frittiv—zo Type -of Inspection: Ai rest: 5 - Date Called Special Instructions: Date Wan ed: a.m. p.m. eqr: ( /<fk 7 Pho e tlo. , L j ,�( — 1 6 - r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Z Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspectory} re, -,� Date: i v // / /vz.__ 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: P ject: / � Tape of Inspection: . } (--". , : , d ,...),-7 L-r dress: ?-7l6 ��, Date called: a; P Sp cial instructions: P Date wanted: Requester: COMMENTS: Inspector: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro ect: rrl ..�f•/ t'�W - ) ' k t ( 1 ) ] r / 7 � _ / �3 Address: ! Date called ),6/ Spial instructions: "� L. Jy� I �: ( Date wanted: a.m. Reques - 6 0 rr Pho � ,.. ✓I � `_ �� fi INSPECTION NO. INSPECTION RECORD Retain a copy with permit / I� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r,sh!hr 1ri' Inspector:' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: F 3n O Receipt No: Date: Pr 6je_tr.1 Typelp(Ins off•` 1 I ` ' A dtess: . � ^ izqi c• � . Date cal special instructions: E L - I -1l -:i Date wanted: Yg1 a.m. (imTi Requester: VIA / r 1 j Phone;., INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION COMMENTS: Inspec Receipt No: INSPECTION RECORD Retain a copy with permit F /01 )V 6300 Southcenter Blvd, #100, Tukwila, WA -9818 �^ ( (2061431 -3670 PERMIT NO. -J per applicable codes. Corrections required prior to approval. �' L1 " 27v1 .r Date: Date: — � —(7 7.00 REINSPECTION E4E REQUIRED. Prior to spection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to sch dule reinspection. z Z • w � O 0 J_ • LL W 0 vJ 3 W W • to 0 I-- wW p tiw Z U= O z COMMENTS: .� ..) Type of Inspection. lR ; v io �r ( ( t ., Address: L O CI ! 7 I ,-.. l .. r U t I ., Yti, Special instructions: . Date wanted: Ca.rn.,,; A I ; - Om Requester: r - Phone: _ 1 - r �._ ;j'j- 2 lo77 ✓Ca 1 :.1 :') !`)Y() ' " l� J..% \SU •( Project: t (') ( n r V ► P W .� ..) Type of Inspection. lR ; v io �r ( ( t ., Address: L O CI ! 7 I ") f Date called: I - 1 L I- 0) Special instructions: . Date wanted: Ca.rn.,,; A I ; - Om Requester: r - Phone: _ 1 - r �._ ;j'j- 2 lo77 Inspector i Date ....... INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,}TI Approved per applicable codes. ��. Ci j - /1: PERMIT NO. (206)431 -3670 Corrections required prior to approval. ❑ $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: Projeci r c . , , , e . k_ ) —. i- ( .) i v t 1 rri ; T InspectioE ret r( V kyolo Address: i ... 1- 1q I -) 1' St ' Oat call — r (- -„ a., — Special instructions: 1 (. V ( . Date wanted: — /( r-• 0 2 a.m. (Fn. Re‘uester. e: . -- ri Phorre: 0 2 -',1c7 —7(r 71 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: / Li 47 REINSPECTION EQUIRED. Prio to inspec ion, 7at,6300 Southcenter Blvd., Su'Ite 100. Call t schedule reinsp Receipt No: Date: fee must be paid ection. COMMENTS: Type of Inspection: bier r;'I '• , �} '7 r �F �' e t Date called: )- / 0 r /N e 1 I -r - Special instructions: (";/e7-.)-)-- ! - -1 t+ „ > , t` J.5. {t_.;) ( / : 1 i 1 �} tr 7 i ov∎./ _. �r• I ,...,2 /'G • P o- p,�- 319 ,r1 /,) ( I 1 „ � , r J ) S% -> , t r9•• ,✓ / /2041/0 /0 -rf =' - It .1.7. 4J ; i'1 / l-. - 1 `I �, . dli�"'rf / r oject: ,.. r . . S H . i Viet ,1 - i - - t ? L 3 Type of Inspection: bier r;'I '• , Address: 19(/ . /3 7 -)t Date called: )- / 0 Special instructions: Date wanted: 1 h - 0 '2.... _ p.m. Reester: P o- p,�- 319 2 7 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 EJ Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit l / PERMIT NO. (206)431 -3670 Inspects -r�l ,/!ice -, % t $47.00 REINSPECTION}E E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J { Date: `c„L_ 7 I f / ./ / A !?' Receipt No: Date: COMMENTS: - d V /01✓ �.; ..r. sAc Aicx.? 7A4,54;47, (').4 ! :1 ?/.4 1 ,V f IV ./i" /7 J •/ J rl.r rt_ \t l ` / j y �]� y 4/7/ t (�'/ / i 1 -- f r A! // ( . / - 40i j e � I�* ' 4 e • Cr-7/1 /f 4 :r / l "Z l /vl - 7 i'' /L/ 1- i / 4 7 / 31/ ' /1.- 4 —4) 1, '.- !. (74". 7-.?.A... -.1 r j / .2) _ p / 4.0 .t^, / C)?t-1 / r r� [ 0 ,, / r'_ " ST (< ,9f 1 -7-1 c .,4 e)..5 49 Z.;\." i r1 f -/` 1 S' /I" 1 ' A F- i lf� /c< ' :" /'l rt ! r`''I r, , >i l / r�.5' /,4/ /S .41 r , ),r'' ,;s -l%/ ./ ) 7E)t55 1 /e) x /,.vt _4 , .4%',- r ree `�i`r I P t `J Typ f lnspeclion: fro i r' (1 Address: Date cane Special instructions: Dat wanre ,....... 2 Reques r: if Phone: ? r-- 311 _ 2__G l 1 INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT NO. (206)431 -3670 orrections required prior to approval. � Date: /� f ► —). -' c-€ l / /G) El $47.0 g INSPECTION fiE REQUIRED. Prior to inspection, fee must be paid at 6300 Blvd., Suite 100. Call to schedule reinspection. lnspec�tpr: Receipt No: Date: ces c> COMMENTS: Type of Insp on: e �"• ' Ct V- NCti, / f _ • r _;-' .4; ',;,;/ /,plc` - r7JtIPA Special instructions: - / 1 ( ,)ho 1 2S iiifi <r4/5 ea ( /6.f S�k'/ »t,4 J 7-7,9 i 4 .5 / _``,'`5;) 6 /rt/7FArtc /i ..3 ryl t of i,, t &ie YV 1 e1..Y" L 6 f ?j Type of Insp on: e �"• ' Ct V- NCti, dress: ,. ■ �.� D . to c . t led: n i 0 Special instructions: - / 1 ( ,)ho 1 2S Dayei a d:. (t Requ ster: 1 r y 2 /� ?30- t 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Inspe proved per applicable codes. Receipt No: Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. Preto inspection, fee must be paid at 6300 Southcenter Bl'yd., Suite 100. Call to schedule reinspection. Date: /1 Date: 0 Special instructions: T. �ls ctiork o / etc •meal•: r i e ;) 1: JO / Date w Requ er: (.1 a I7 P hone CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date. /0 $47.i i'REINSPECTIO'1 FEE ' EQUIRED. Prior to inspection, fee must be paid Inspect Approved per applicable codes. at 6300 Southcenter Blvd., INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. uite 100. Call to schedule reinspection. Receipt No: Date: ' Pro t .1 1l1�a .i &/ ' T : 'Type of Ins ectio Ill., A dr Date ailed: - Special instructions: Date wanted: /o /- ,m a.m. -' Requester: , A Z _L - -- -f.f Phone: INSPECTION tCO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fJ Approved per applicable codes. COMMENTS: ins Receipt No: INSPECTION RECORD Retain a copy with permit ctor: Date: /V1AA..{ 1 , 1AAA- d.,, 4.1 ` -C C--- >' J r °7 — r - -- p 1 $47.00 REINSPE4TION FEE REQUIRED. P , ( ior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT N' O� C!r' V (206)431 -3670 T Corrections required prior to approval. Project: Fc .,-ii Y v'If.'1.V — L—il 391 ype of InspeP'tion: ()t —4 —wrn . r (r& Address: � . 1 ► `= 4 13 D ed: f L Special instructions: Date w nted: l9 a.rrl ) p.m. Requester: Ph ne: INSPECTION NO. pproved per applicable codes. COMMENTS: Inspecto : INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Date: Date: PERMIT NO. Corrections required prior to approval. 7 $47.00 REINSPECTION EE REQUIRED. Prior toy spection, fee must be paid at 6300 Southcenter Blv. , Suite 100. Call to schedule reinspection. Receipt pt No: (206)431 -3670 Pr 'act: / , T pe of Ins ection: g ddre es ss ! s 8 7 }, ate called: Special instructions: Date want t � a »� p.m. Requester: t►'l Phone: ( ct:) ,D 7 ` `�) . () INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,pproved per applicable codes. l l Corrections required prior to approval. COMMENTS: InspecRbr } 4 7.00 REINSPECTION FEE REQUIRED. Pr' r to inspection, fee must be paid at 6300 Southcenter Bl d., Suite 100. Call t schedule reinspection. [Receipt No: INSPECTION RECORD Retain a copy with permit Date :. Date: (206)431 -3670 PERMIT NO. - ;f._0I ct: SrALV,F t� --'ttf( c1 Type of Inspection: t- avp0A 1'I0N (- rt 4(.. Address: 1I -1671 5 t37 S j Date c fled: WT. (A CI Special instructions: to yea : 0 t ca ' • Requester . I` -- -' ) Vs Phone: 2 GLr — Z2= 7` LS�' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COf 4ENTS: Inspector. '7 ee INSPECTION RECORD Retain a ropy with permit C t, Date: --0 nCl- Ito PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Dat�:? _ - (?/ 1 i $47.00 REINSPECTION ? E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. eceipt No: f! I co) Project Name Address _ 4-Zc\ 131 _ - W Akihk Retain current inspection schedule Needs shift inspection ,:2.15.L. Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. .v 1(7C) Date T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fin' Chief Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 .. Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 39 Tukwila, Washington References: 1. Plan Review, Fosterview Estates, Lot 39, prepared by Terra Associates, Inc.., dated July 10, 2001 Dear Mr. Bumstead: October 2, 2002 Project No. T- 1515 -2 2. Review of Drawings, Fosterview Estates, Lot 39, prepared 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 39 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 • Retaining wall 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- associates.com TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences �a •.1Foo Mr. Gary Bumstead October 2, 2002 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 39 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letters. 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 copies of our footing excavation examination reports 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. Bernard P. Kn Geotechnical Anil Butail, P. Principal BPK/AB:ae Encl: Footing Excavation Examination Reports (2) cc: Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION DATE FOOTINGS EXAMINED 8- 0 1 eCEViStel5 PROJECT NAM C7` (`vi C � CONTRACTOR: t u[.Y1Li t1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: lEfatraMstv SIGNATURE �>= at9 P- K.At. -L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12523 \Villor.s Road. Suite 101, Kirkland, Washington 9;034 Phone (425) 821 -7777 • Fax (425) 821 -4334 EXAMINATION REPORT PROJECT NO 1St S -Z PROJECT LOCATION REPRESENTATIVE ry v.. i Scit NOTES: S'uP t 01= O/ taco s&r' crii Irr.4.m,4/ S friO44,6 ac •07 rrva71 Flecleol r- ocrn AA6 - S r°R-ioR 77+ ro,vC,e571 P C !3- CG='ri -'T cCJo f , c/L 6,, , La S. Ay 57711\! Our representative has examined only the footing excavations fisted 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. COPY TO. ) ((Jv2a t N f !d c 4 Z ~ W 00 0 w J LL. w IJ. N a F. w 0 - 0 I- w U. 0 Z .. O FOOTING EXCAVATION FIELD CONDITIONS NOTED 1 .. .. -.• ■ . • ..I. gam. N.. ■ W XC. A p r v* 3q . 2 10 20 int ro NA-ri CLAYe)' � , o00 ps cult. Ai,vca 1.o44 s. Aar _ sot -. 1 • ' • L ' r hivA 1.10"4- yie7_. 3 /146. i 1 a .w... FOOTING EXCAVATION DATE FOOTINGS EXAMINED 8- 0 1 eCEViStel5 PROJECT NAM C7` (`vi C � CONTRACTOR: t u[.Y1Li t1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: lEfatraMstv SIGNATURE �>= at9 P- K.At. -L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12523 \Villor.s Road. Suite 101, Kirkland, Washington 9;034 Phone (425) 821 -7777 • Fax (425) 821 -4334 EXAMINATION REPORT PROJECT NO 1St S -Z PROJECT LOCATION REPRESENTATIVE ry v.. i Scit NOTES: S'uP t 01= O/ taco s&r' crii Irr.4.m,4/ S friO44,6 ac •07 rrva71 Flecleol r- ocrn AA6 - S r°R-ioR 77+ ro,vC,e571 P C !3- CG='ri -'T cCJo f , c/L 6,, , La S. Ay 57711\! Our representative has examined only the footing excavations fisted 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. COPY TO. ) ((Jv2a t N f !d c 4 Z ~ W 00 0 w J LL. w IJ. N a F. w 0 - 0 I- w U. 0 Z .. O PROJECT NAME: CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: C e ree (' i? ! % < r'p YJr, •1 I SIGNATURE 13 I<ne Victrelf /1 TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED f /Z PROJECT NO /575 2 r /. s 4', r..s el ,^ N!I 7 Co /,. / PROJECT LOCATION: REPRESENTATIVE: r Si f,,G�/ - 4c >� 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. COPY TO: FOOTING EXCAVATION FIELD CONDITIONS NOTED t „✓1i I t // , Cif. •)k. I le L .ield !'\E /WV :i 5 ( / 7 s / 7 74,, 36= ,cii, ra 4 " •• ?C ,te /' �► 38 ; 3 c1 5, •ll Wit.,,.! A s� t� � S r /f G-.. -, c/ r ,�,•;,.; / s• r /ie / -(/ l .4t X, c 4i C -_ r - fcc >` h: , 161., trod s, A n <<,'r: ,,ti- < • r /7rir • 1 r / - 1 , A . PROJECT NAME: CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: C e ree (' i? ! % < r'p YJr, •1 I SIGNATURE 13 I<ne Victrelf /1 TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED f /Z PROJECT NO /575 2 r /. s 4', r..s el ,^ N!I 7 Co /,. / PROJECT LOCATION: REPRESENTATIVE: r Si f,,G�/ - 4c >� 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. COPY TO: LEENDERS DRYWALL, Inc. LEENDD 1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 S!6sC,l/ /tom.. J S r-.s GUf D9 /aL ,F 1 DAc /40 c4J 7 7U 640 ,,J - ?/ta ) Lvs41 v5 5 37 715 cii1e - RECEIVED UC -- ;i ?002 DEPARTMENT Z)0 (90 W.1-5 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 39 Tukwila, Washington TERRA ASSOCIATES, Inc, Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 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 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 39 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 39, dated July 3, 2001 The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - level, wood- framed, single- family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 178.5. The garage level will be at approximately Elev. 166.5 and will be constructed with a slab -on- grade floor. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com July 10, 2001 Project No. T- 1515 -2 Mr. Bill Fowler July 10, 2001 To construct the residence, temporary excavations of up to 15 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 15 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 (I- Iorizontal: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 1:1 during construction of South 137th Avenue. After road construction, the toe of the slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in the placement of up to approximately ten feet of fill along the slope. Our review of plans and proposed finish grades indicates that the foundations will 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 and existing fills 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 I ce O 0 W 0 O u- w 0 g u_ ¢ N � w z jE O UJ w U � 0 - O t- wW U. F tit z LOA 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 pounds per square foot (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: *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 (pct). 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. Adjacent Lot Construction Construction of the residence is planned along both the east and west sides of Lot 39. To the east, the proposed residence location for Lot 40 comes within 10 feet of the proposed residence for Lot 39. Due to the relative proximity of the two residences, the foundation backfill along the east side of Lot 39 may have to be placed concurrently with backfilling the west side of the residence and Lot 40. Backfilling of the south and west foundation walls on Lot 39 should not be affected by construction on Lot 38. Project No. T- 1515 -2 Page No. 3 ' Mr. Bill Fowler July 10, 2001 Foundations We expect the foundation excavation on this lot will 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 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 39, 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,:' 4 1. x , ,, TERRA;ASSOCIA�'T SONG. /101/ .4ZZl B rna d P. Knoll Ii, E.I.T r} Staff ngineer' , ; 111".41114-"liammite: "i1 ©10l Anil Biifail Principal cc: Mr. John Kappler, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 4 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 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 Dear Mr. Fowler: 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 We reviewed the following plans: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com February 20, 2001 Project No. T- 1515 -2 • Sheets P 1.0 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.S., indicate that a three- level, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 178.5. The garage level will be at approximately Elev. 166.5. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 15 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. Mr. Bill Fowler February 20, 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 15 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 the slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in the placement of up to approximately ten feet of fill along the slope. Our review of plans and proposed finish grades indicates that the foundations will 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 native soils and the existing fill soils on the site 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 and existing fills 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: 125 pounds per cubic foot (pcf) • Soil Friction Angle (Phi): 30 degrees • Soil Cohesion: 100 pounds per square foot (psf) • Soil Bearing: 2,000 psf 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 February 20, 2001 Adjacent Lot Construction Residence construction is planned along both the east and west sides of Lot 39. To the east, the proposed residence location for Lot 40 comes within 10 feet of the proposed residence for Lot 39. Due to the relative proximity of the two residences, the foundation backfill along the east side of Lot 39 may have to be placed concurrently with backfilling the west side of the residence and Lot 40. Backfilling of the south and west foundation walls on Lot 39 should not be affected by construction on Lot 38. Foundations We expect the foundation excavation on this lot will 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 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 subgradc, 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 39, 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 00 N O • tu N W w u.< w z co U O O — O t— wW U. . z W O z Mr. Bill Fowler February 20, 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. Bernard ,' nol1 I.T: Y � Staff Engineer "' �r Y t r P.EJ Anil 0 :p} Princip 1*-4 -1- BK/AB:ae =� c cc: —141r, onn ppler, Kappler Architects, P.S. 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 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 429 9.60 Floor R19 vented Joist 16oc Glazing @12% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER` Jurisdiction: Utility: House Type: Single Family Floor Area: 1872 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 410 Btu /hr -F 9.50 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 U -0.041 U -0.520 U -0.390 U -0.082 U- 0.062 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 Value HOUSE ID: 99083.23 Area = UA Reference UA 429.0 X Area = UA Proposed UA 409.9 879 36.0 280.8 182.5 56.0 21.8 2531 156.9 879 31.6 16867ft3( 108.0) 879 36.0 221.0 114.9 56.0 21.8 2240 183.7 351 21.8 879 31.6 16867ft3 (108.0) 4. WATTSUN 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 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: DEFAULT System Efficiency: 78 % Modified Efficiency: 62 % Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: 88 MBtu Annual Cost: 493 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 0 Cooling Load(at 4F dt): Btu/hr System Size(%Over) : tons (@125%) Annual Cool Requirement: kWh/yr PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Solar Access: Partially Shaded Location Eff S Glz: 3.8% Vented crawispace Attic or garage 0.60 26999 Btu/hr 6126 Btu/hr(23%) 33124 Btu/hr 49500 Btu/hr (150%) Avg Rvalue Surface Area R- 8.0 R- 8.0 M- 3.000 1872 5616 374.4 ft2 74.9 ft2 PROPOSED PROPOSED Sbuth : 55.2ft2 North : 55.2ft2 Southeast : Northwest : East 55.2 West : 55.2 Northeast : 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 KapplerAssociate Ns Architects JOB NAME: Dujardin Development Fosterview Estates Plan 1843A DATE: 5/22/00 JOB NUMBER 99083.23 BY: 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 _ 7.501 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 156.17 UPPER FLOOR t 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 1 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 I 4 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 JA:MIESON CONSUL \'G ow l C Corsl:::rg Erg r.eering & Project Mcncgere a 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 9E033 ( ' ^5) 503.2581 • FAX (425) 803.3259 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 4.67 50 0.67 0.67 0.67 0.67 a w4 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 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 # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft #•ft yr n ft ft ft e5001:51 ; l = 40 xs/ bi 1,0K/ d= 4 Aroi 0-sete /1v"oc , x Foo77 spo5 ,z /Z. (2)4 4=16 k.-.7 .0367 du r; / 4; ' jet LBW = 002 I¢ r fez /,7(207) = 2 1 tiaM_�>� '7 1 q ,/ _� Z ,1G= NO. ?o I $l � J OAT_ =_jcsT Nv.� e 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 Len th 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 • co e l l • (4# 4- Top illl�i I1 g4elo`'o,c, CEz (4) W eJ a/6rorc► 4-1-77 55/005 (3) gel. co/V7. �3 /Ili 0„ 8r 8 C J.AMIESON CONSUL'NG Consulting Engineering & Project Mat. _.,.Kent o01 AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 # /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft . # -ft #•ft #•ft ft ft ft Fs/ = to KS / 1 1 = 1.5g ' ,l', 5r€ t%. I c/iga 5plew Fox 5uOg& o.4,��Z d I 23d M - ZO.30zV 6l9 JCS NAVE_ ! "���• /l , � • 'I G�/v J09 N0.. 2 O ' ,1 DATE Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing ' Soil weight on heel (120 pcf) Weight of wall Weight of footing 6' l SHEET NO. C>.4- Top liksi (�- F40 1I( 1 #4-e fo'b,c. .4 Att,T S5 1 11 C,I Az C5) . 4coir 1 '1 z ct w 0 u) w u w w O u_ cn �O w D O 8N o w � z V to O z j JAMIESON CONSUL iG Consulting Engineering & Project %fano.:ment 501 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t " ;) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT 35 EFP 0.267 Cf 6 a ft 0.67 " w ft 0.67 t ft 2.00 toe ft 0.83 heel ft H 6.67 ft Lf 3.50 ft fs 1,155 # /ft2 fs2 1,246 # / ft2 Lf /3 1.17 ft X 0.85 ft 2Lf /3 2.33 ft F 1,079 # Fk 654 # FS 1.515 Mot 2,631 # - ft Mr 3,985 # - ft Mu 3,672 # - ft W 1,591 # w1 639 # w2 600 # w3 351 # x1 3.08 ft x2 2.33 ft x3 1.75 ft UNITS COMMENT zcta Fs, i= 4o gsl u = 3,c7 ''' d-6'' A= RA' %/" e A4 499 41 g-475' Itb 5L4,W e roomo 5 PA/t/5 1./OZIZONI4 JOE NAM: JOB NO. DATE . SHEE ii NO. 11, C= Zo /0/ # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Len th of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if Xis 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 S 1 3 K. N • 0 Fo r''i5vJ BY V41 L (2)44- 70P V.S• r . . f «l1 (Ti 4.4-eloaaci •L4 e i61 c, 1 4 o ,c, (5)44 color, 2)Tos /0 " '.7.7.'" JC JAMIESON CONSUI'NG Consulting Engineering & Project ylcr. ,.rant 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 ! J:oFl z5x to .7- 4a Ks /4= co,ZK d- 6 s° 0,37 /AiL/ # c, Fm/D ht " ,,e- - 4 c -i2 "a. c. 4/u= 2 1s ' /75' ,C077416, P117(15 6 , L = 2Z dwz. 4,4-' b=es' s = (3) 4 O I IEJA/ JOB NO. 20/6/ :Y "DJ 2 " OAT:: Si-. ET NO., 4 OF 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 ft Location of resultant force ft # Total horizontal force # Net sliding force per foot Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing # Soil weight on heel (120 pcf) # Weight of wall # Weight of footing - — ft ft ft g �� (3) -Tro4: ... 1 / 4" N 4:4 rop 10 - e ' I It =1II I ` 4/ootc. f 4G?I2t 1 I /-.tlC A-tz. 4 &61 ,,it.4 ?mo t► c� f2"O.c , (7)4 c 4) r dlfr• 3/1cuz 8 2 -o k JAMO CU .s so j Cons sitin IES En in & P M anc nt 901 KIRKLA:ND AVE STE B•1 • KIRKLAND WA 98033 I' "C) 303.2581 • FAX (425) 803.3239 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w2 w3 x1 x2 x3 .g-o5co 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1 ,787 643 800 343 3.08 2.41 1.71 40 Xs! JCE NAME rC/ eJ ! Pil -VIE W JC3 NO. Z() I is I EY •J z DATE= SHEET NO._1,-- C� # - ft #•ft # - ft ft ft ft d ob" ,4_ 0.37,E' ..1 44 W'rorc e r / N D "1/" , w o e 4- / , 4= 245g/ ' _ 6:25 #/ft3 ft ft ft ft ft ft ft #/ft2 # / ft2 ft ft Location of resultant force ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 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 1/3 111 -11 I - 4:4 c2 /2'0, c. 4 4VO' j rlYz " Cl-EA 2 .04J4'iac4 () 4 cJr P4 Top z I cew 00 wu. wo w 0 0I- w � IL O tii z US a'' z JC JAIIESON CONSUL NG Consulting Engineering & Project Manrgement '901 KIRKLAND AVE STE B -1 • KIRKLA. D WA 98033 (425) 803-2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME OUTPUT 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 fl If ,' g -, /Z 2,65 /= 625 / UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft 40 KSl #4 Ksl 5 d= 6" age&,0 alas, JOE NAME JOB NO. DATE SHEET NO.. CO OF COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel • Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X Is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing t D" 3 "a ForE 'VIEW zo r e/ EY -- >J _— tI . 2 l 3 " Co) 44 7aP ((IEf II (II 4#4 &to4arc. ch c o ,Ge"onc. -4x20" &i/o l /o, c , 11 JC JAMIESON CONSUL .NG Consulting Engineering & Project Management 901 KIRKLAN'D AVE STE B -1 • KIRKLA-\D WA 98033 '' ^5) 803.2581 • FAX (425) 803.3289 =40 5' r� f (4:5 17, d :s" 4 G--i / / V J 'fir F o g 4 c 4 e /2 " . c, of c 0" , 3" 4- l= 7 / CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 12 0.83 0.83 3.17 1.25 NAME OUTPUT UNITS COMMENT EFP # / ft3 Equivalent fluid pressure a ft Height of earth above base slab w ft Wall thickness t ft Footing thickness toe ft Length of toe heel ft . Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / 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 w1 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 JOB NAME , 57r V ` E W J09 NO. 'o let BY N OAT= SHEET NO., 7 CP • • 0 (2)4 `'TOP 11 _. I - @lzoc 11 t/zCLrz 4ee "o,c, Si az 6o (&)4- coNT, • • :...- 3 ll e./.2 /D /-3 JC JA IIESON CONSUL NG Consulting Engineering 8 Project 1lcnegerurt 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 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 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 es Z Ps/ 7 i =- 1/ 4 Asp Air. 23.3g d- 0„ 4=0.74 45&51/0,c, p. o �� tt )' Ai= 6.31 1 F //lam ,4 Fog _ 4 & /0'D c OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft . Length of toe ft Length of heel 12.00 ft Overall height of equivalent fluid 5.99 ft Total footing width 1.981 # / ft2 Soil bearing if X is in mid 1/3 2,059 # / ft2 Soil bearing if X is not in mid 1/3 2.00 ft 1.61 ft Location of resultant force 3.99 ft 3,120 # Total horizontal force 1.584 Net factor against overturning 13,680 # - ft Overturning moment 21,667 # - ft Resisting moment 23,256 # - ft Ultimate moment for concrete design 4,968 # Total weight on footing y �- 2727 # Soil weight on heel (120 acf) 1494 # Weight of wall 746 # Weight of footing 5.08 ft 3.75 ft 3.00 ft JOE NAME JCS NO. CAic T''l(El� zd /S/ sY 1)J 7— SHEET NO. , Cr t • • • roP I A : IV" IC 4 60' c, °4-#'4e 10 11 0,CI • 2 c.Ggklz 5 O,C, r;4x 3L0 C. /c "2,c, (-7) g cJr • 1 =/0" w _ U UO N co al co w w gQ F w z � — O 2 D w 0 CI w 11 Cu z to 0 z JC JAMIESON CONSU. ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME 35 EFP 0.267 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 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft n ft �c =25C0 , =c / 3,9 a 4 0.3/4 #4esiorc, Fbuz tI "pc # ` . /6/b,c, Ai / 9 9 ' JUb till. ,./Dbg& 7t6 SPktis 1/0,21z, NVT or Pis /c% JOB NAME JOB NO. DATE OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Len th 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 des! Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / S rt • • 5i/CLg-i,li S S BY SHEET NO. OF n / (2)4 4 tQ° b i- l F .:all (II Vac, ( 5 ) 4 4 • Voshg 4-1,ellorc, 4k 0434011 63#0.c, a zL6," JC INPUT JANIIESON CONSUL NG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME 35 EFP 0.267 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 OUTPUT 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,208 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 #/ft2 ft ft ft # -ft # -ft # -ft ft ft ft 7C - z� F 9 o I ei M -76G'`' /T5 = O.47� ?Z u l V r %� n / e '�`� `Te /D Ct kig 3. /7 K' � (�7S /tID SLID /NG F or IG r PA- #0Izfz, Ni T D� P4 /V�. 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 3 "� 4' Q O k 0 (z� #�4 TOp 3 t S N Ts ` C ) jc JAMIESON CONSULI..iG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 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 ft ft ft ft ft 12.00 ft 7.00 ft 1,850 # / ft2 1,969 # / ft2 2.33 ft 2.91 ft 4.67 ft 2,520 # 228 # 3.476 10,080 # - ft 35,033 # - ft 13,821 # - ft 8,584 # 6260 # 1391 # 872 # 4.67 ft 1.92 ft 3.50 ft 1.92 ft JOB NAME JOB NO. BY DATE SHEET NO. OF 25C0 PSI 7y =4o XS / � o01 (4';) / - /3S3' d- S't s= Q,4/ �nl 5 c9'0.e. (e 6o) /AP) / . 4 9 "or CI M 47' //=7,7s' ,l.Vr ForM/ bP #k' /i e(Z. 10,( Nor oF PA' el 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 Len th 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 :L Weight of footing r (z)ttet ion • • • �a .14 , 4S(N) Kappler Architects P.S. VERMON174mCLUOE$3STOR Job No. 99083 -23 Date 2/29100 SPM Lateral Analysis for: Dujardin f City of Tukw If c, Plan #1843 . 711' LATERAL DESIGN PER 1997 UBC . ..... , t 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 WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +112 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) 864 SF 864 SF 791 SF SF 0 I 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 16 10 8 12.8 9.0 11.0 0.0 5079 Pt.66TFRED AkCisttECi JOHN KAPP SST Ott Of W*SHINGTUN STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 1 28 0 8/21/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 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: As Ground floor area of structure As r max = Max element - story shear ratio square root • r max = r + / story shear P= WIND PER SECTION 1618 I -9.49 I DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Fry = Importance Factor VALUE USED Ce = 0.62 Cq = 1.30 qs = 16.40 Iv/ = 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r i = element story shear x 10 / I� element shear Iw (LENGTH) i= 252 5 r i story shear r max = ( 504 I 10685 1 _ therefore use P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WND 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 worksheetl.xls Min = 1.0 Max =1.5 PSF 1361 37 504) 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 1toof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 24,,,ppLPOWIR I T FC i1465040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI lWili} 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 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 28400 (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 #NIA 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 DEAD LOADS VALUE USED Z= R= Ca Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF) LONG WALL ISHORT WAL WEIGHT 23688 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca IR ) W STORY SHEAR TOTAL WEIGHT W= I 76180.5 BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 ! 10685 j# Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi TOTAL FLOOR FQX113320 1975680 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls load reduced by half due to plan configuration of front wall being concrete Not included in total Wihi / sum Vi 10685 # 8/21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) (F) Roof (Upper walls) 140 # FT (F) Upper Floor (Main walls) 109 # FT (F) Main Floor (Lower walls) 132 # FT #N /A 0 # FT ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB • 5/8" DIA. AB SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE . WIND & SEISMIC UNIFORM LOADING COMPARISON M• 18957335.76 T =C= 677047.7056 10.5 ; 64480,73, ALOW. Ft= 16.5 410334$ 1.33 143.64 #/NAIL WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171,184 #FT 731.50 1050.71 828621.396 (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA # /BOLT 2.42s FT O.C. # /BOLT 3.471 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 525 1.33 4713.50 NAILS 10685 WIND FORCE Not included in total 140 109 132 0 208 138 145 0 208 346 492 698.251 # FT # FT # FT # FT # FT # FT # FT # FT 0 F # FT # FT OK 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) (F) Roof (Upper walls) 140 # FT (F) Upper Floor (Main walls) 109 # FT (F) Main Floor (Lower walls) 132 # FT #N /A 0 # FT ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB • 5/8" DIA. AB SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE . WIND & SEISMIC UNIFORM LOADING COMPARISON M• 18957335.76 T =C= 677047.7056 10.5 ; 64480,73, ALOW. Ft= 16.5 410334$ 1.33 143.64 #/NAIL WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171,184 #FT 731.50 1050.71 828621.396 (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA # /BOLT 2.42s FT O.C. # /BOLT 3.471 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 525 1.33 4713.50 NAILS 10685 WIND FORCE Not included in total 140 109 132 0 208 138 145 0 208 346 492 698.251 # FT # FT # FT # FT # FT # FT # FT # FT 0 F # FT # FT OK 8/21/00 PAGE 4 8 4.5 4.5 3.5 2.25 113 .:•. 6 `.. -' :. 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 Ia -': >.P1 -6e 1 Mo= Wall(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 /01 #DIV /01 CS16 -30 CS16 -30 #DIV /0! #DIV /0! 8 3 5.5 11.5 0 83 `4:P1.6 j Mo= WaII(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 {MV #N /Aft.: I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED UN/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 UN/A #N/A UN/A UN/A UN /A #N /A UN/A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 z O u- 2/3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 0 w N 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _P1an #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls a WALL SEGMENTS b c a a b b c c d d SHEAR V WALL TYPE 8/21/00 PAGE 5 I 16 28 0 0 0 119`_,: = s<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 1231: ?t54P1.6 b1 Mo= Wall(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 0 0 0 #N /A . 1.1. ; #N /k" €:x °., MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #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 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 #N /A #N /A I #N/A 0 0 0 0 #N /A ];i = #NiA : I 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 F- t7 EE 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 0 w 0 z UPPER FLOOR Load Ht. 8 208 208 2/3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 8 F-, 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT 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 worksheett.xls d d d SHEAR V WALL TYPE d 8/21/00 PAGE 6 I 8 4 3 5 3.5 1791 P1-64-i .1 Mo= Wall(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 12 9 3 0 1 r-1* Pi-6* ] Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824.40 #DIV /0! NA NA CS16-30 #0IV /0! I 8 4 5 3.5 3 1791- ._ :P1.8 *OrI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 7145.29 5001.70 4287.18 MIN PLATE NAILING 10 INC O.C. 640 800 560 480 1260 1980 1920 1200 2533.33 4633.33 2893.33 1680.00 795.73 502.39 602.39 869.06 STHD 14 NA STHD 14 STHD 14 I #N /A 0 0 0 #N /A 0 #N/A 1- = #N/A,74: : I MIN PLATE NAILING #N /A INC O.C. Mon Wall(DL) Floor,Roof(DL Mr= T=C REQUIRED #N /A #N /A #N /A 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 _ #NIA #N /A _ #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 f- z O u 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN 346 2/30L REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 16 12 5 5 0 2521 P1-4 , -. I 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! I 16 27 0 0 0 2051., 4 ,P1.6 r- I Mo= Wall(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 /01 I #NIA 0 0 0 0 #N /A 0 #N /A #N /A: ,:1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A 0 MIN PLATE NAILING #N /A INC 0 C 0 0i or 0 0 0 0 0 0 0 0 0 0.00 0 0.00, 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N /A 0 0 0 #N /A 0 #N /A I -: .Y #N /At 1_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 0 0 0 0 0 0 0 0 0.00 0.00, 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 0 E 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w J 346 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 0 w cn 2 /3DL O REACTION HOLDDOWN 346 2/301. O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB. LENGT a WALL SEGMENTS b c b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 8 12 8 4 8 0 2951x - ;P1.41 '11 Mo= WaII(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 00 #N /A 0 0 0 0 #N /A L . , #NIA . I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 00 0.00 0.00 0.00 #N /A 0.00 #N /A #N /A #NIA #NIA #NIA #N /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N/A (r;t NNW-, _= 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 #NIA #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= WaII(DL) Floor,Roof(DL rt u. 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 2 2/30L REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 492 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN a WALL SEGMENTS b c d SHEAR V WALL TYPE 492= ON CONC 1.751 1.75 9461.421 9461.42 4.5' 24329.37 990 1430 3630.00 4599.86 ON CONC 1430 3048 3851 385 1058.751 2002.58 4801.531 4262.19 ON CONC 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 a b c TRIB.LENGT b c KAPPLER ARCHITECTS BELLEVUE, WA 425- 641 -5320 9908323 _P1an #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d MIN PLATE NAILING 4 INC O.C. 8/21/00 PAGE 9 #NIA 0 0 0 0 0 #N /A ( &._: •= #NIA': I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 #N /A 1,1 s. #N /A i :a ,I Mo= Wall(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 LOWER FLOOR TRIB.LENGT Load 492 h r C7 LOWER FLOOR Load Ht. w J LOWER FLOOR Load Ht. 11 w D O z LOWER FLOOR Load 492 Ht. 11 w N O z Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 492 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN TRIB.LENGT 492 11 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGT a WALL SEGMENTS b c PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 0 0.00 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 #DIVIO! #DIV /0! 0 0 0.00 # DIVIO! #DIVIO! 0 0.00 0 0 0.00 # DIVIO! #DIV /0! PORTION RESTS ON CONC. WALL a b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 281} k > :P1.4 %. I MIN PLATE NAILING 6 INC O.C. 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0 0.00 0 0 0.00 #DIV /01 #DIV /01 0 0.00 0 0.00 # DIVIO! #DIVIO! 0 0.00 0 0 0.00 # DIVI0! # DIVIO! 291 MIN PLATE NAILING 6 INC 0.C. 8/21/00 PAGE 10 EVI5IO\NO1i Jamieson Consulting Job No. 20181 F unc7s f FILE COPY jnderstand that the Plan Check approvals are SITE RETAINING WALLS FOR FOSTERVIEW ESTATES LOTS 38 & 39 A KAPPLER ARCHITECTS PLAN TUKWILA, WASHINGTON ./..) R c I O N 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 Doily 1420 PERMIT CENTEI s 4 IS GREATER THAN IC-0' • ••••••••• ••••••■■ • •■•■■••••• • ••••••••• • 1•••••••• • • ••••••••■ • ••■•• • INIIN••••• • ••• LOT 39 A/OTES /1 for/J& MAY 73E. RACED CAI ExsT/A) LOT 38 sT72.acTa2AL GL 2, FogrAi& MUST 13E 11/AlimaM FROM 1 1/06,,,E • •••••••• • •••■ CONC 1 •-111EOM SEE Sill C JAMIESON CONSULTING Consulting Engineers • 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 50 0.267 3.5 0 0.67 0.83 0.00 2.33 NAME OUTPUT EFP Cf TYPICAL CANTILEVERED RETAINING WALL UNITS # /ft3 a w4 w t toe heel H 4.33 Lf 3.00 fs 1,074 fs2 1,077 Lf /3 1.00 X 1.05 2Lf /3 2.00 F 469 Fk 14 FS 3.649 Mot 677 Mr 2,469 Mu 607 W 1,702 w1 979 w2 350 w3 373 x1 1.83 x2 0.33 x3 1.50 x4 0.33 f'c = 2500 psi fy = 40 ksi d = 4 in Mu = 0.61 k -ft As = 0.15 in # 4 © 16 "o.c. ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # • ft # - ft ft ft ft ft JOB NAME JOB NO DATE I <41pt& R/ R,STE V EVJ Zd /S/ BY -ja 5/24 /0 a SHEET NO. Z 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3"CLEAR 1 - z 43.41- Tbp lo'b .0 , 4 4L@-J' 0,C . CEiiEE l■ WALL 7(4) cow 4t► S a� C JAMIESON CONSULTING JOB NAME Ioe1-PP l J""OSTEEV /E W Consulting Engineers NO Z ( 8 / BY 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 DATE /2-¢ /1!) SHEET NO OF 3 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 50 EFP 0.267 Cf 4.92 a 0 w4 0.67 w 0.83 t 0.00 toe 3.34 heel H 5.75 Lf 4.01 fs 1,393 fs2 1,398 Lf /3 1.34 X 1.41 2Lf /3 2.67 F 827 Fk 35 FS 3.643 Mot 1,584 Mr 5,772 Mu 1,687 W 2,963 w1 1972 w2 492 w3 499 x1 2.34 x2 0.33 x3 2.00 x4 0.33 # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) ft Height of earth above "base" # Weight on top of wall ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # - ft # - ft # - ft ft ft ft ft f'c = 2500 psi fy = 40 ksi d= bin (), Mu = 1.69 k -ft As = 0.15 in # 4 @ 16 "o.c. Total horizontal force Net sliding force per foot L 5% c ) NO 5L/V/46/ Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on h - el (120 pcf) Weight of wall Weight of footin • • • f l l (z4 7OP 2 1-Le /. c. I YZ GLEAl (6)# 4 cOiJT k 3 ANTS) • • Mr. Bill Fowler Dujardin Development P.O. Box 1059 Snohomish, Washington 98291 Subject: Geotechnical Review Fosterview Estates, Lot 39 Tukwila, Washington Dear Mr. Fowler: Item 1 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences CORRE Oil TR #_. _ ._ _.. i June 4, 2002 Project No. T- 1515 -2 r r 1 JU( PERM CENTER As requested, we reviewed comments from Ms. Joanna Spencer of the City of Tukwila in a memo sent to Mr. John Kappler on May 22, 2002. Our response is as follows: The retaining wall should be designed and constructed in accordance with the recommendations provided in the plan review letter for Lot 39, dated July 10, 2001, with the modifications provided in the retaining wall letter for Lots 36 to 40, dated October 3, 2001. We discussed these parameters with the structural engineer, Mr. Doug Jamieson, and he informed us that the parameters provided by us have been used in the design. We also indicated that the surcharge on the existing house foundation wall, due to the new backyard retaining wall, will be the equivalent of less than five pounds per cubic foot. We understand this will not have an impact on the wall design. Item 2 We have reviewed the revised Sheets P2.8 from Kappler Architects, 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. DO I- rho 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra-associates.com Mr. Bill Fowler June 4, 2002 Item 3a The retaining wall 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 G100N, to the inside of the wall or by backfilling the wall with a clean granular material containing no fines, such as pea gravel. If drain panels are to be used, the wall should be backfilled with granular soil meeting the grading requirements provided in the Retaining Walls section of the plan review letter for Lot 39, dated July 10, 2001. Wall drainage should extend down from the top of the wall to the top of the footing; thereby, providing a conduit for collected water to reach the footing drain. For this wall, the tightline is not required. However, the footing drain, 2 -foot thick washed rock layer, and the strip of filter fabric should be placed according to Detail 9 on Sheet P 8.0. In our opinion, a four -inch diameter perforated pipe is suitable for carrying flows from this subsurface wall drain. Item 3b A typical detail of the benching of fills into native soils is shown on Sheet C -03.0 of the project civil drawings. When filling on a slope or against the toe of a slope, it is necessary to bench the fill into the slope. Fill materials should consist of granular soils with a maximum size of three inches, and no more than five 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. Item 4 We understand that you plan to provide a four -inch drain line for the retaining wall. In our opinion, a four -inch drain line is sufficient for the retaining wall footing drain and the tightline may be omitted. We trust these re Sincerely TERRA Anil But President AB:ae cc: rEW M,. J ui�► r adequate. Please call if you have any questions. 6Hoz, er Architects - Project No. T- 1515 -2 Page No. 2 05/15/2001 11:55 o4: 24. uo • • END Tit- 90x( , 0f•04 PIt* 1/71.1-ON TOP S 814 STL. TRAP '. A as`n- 1 T •E10wN t m I+D$ PIER LT •ON TOP Dol -138 253 - 939 -9631 US;Oft �"•,63ND31SIY 5:,r K t "1CIBZLE CROSS DRIVE YIE -DOWN 11E -DOWN, .J1iij",i i i . i..: s IAaI AT 1 11111 TIONS_ MR STttl STRAP C1✓S3Rw u; ,ders +and th st the r . CMASSb5 •01$ STAAI.IU PLATE GROUND UNE CAASS:S R6C• SPLIT VOLT 4I; NUT 4,111U 4. uu STEEL STRAP 1007 CROSS DRIVE ANCI4OR ... � y..• : vet ;. . • / �.! L • •: •j..e.••� 717 Y DETAIL 'A'' ( TYPICAL CROSS DRIVE w1T1-1 5TA0 PLATE) 1 • INSTALL CROSS DRIVE ANCHORS INTO SCR. AS Smarm. 2. ATTACH STRA ►S TO CHASSIS REAM IN HASHER SNONN. 3t INSERT STRAP is *OUOM SPLIT 10LT. CUT OH tXLtSS STRAP AND THEN TICNTEN SO.T uNTfl STRAP IS SNua. at $Acrd 9 KARK11Sa. CHECK r'IRut rot LhotRGIICUMO u'IUTICT. CROSS CR1vE ANCHORS ARE USED MMEIIE MAID OR ROCKY SOIL OCCulES. 1i THC CROUHO RMRrACt IS OTt4CR TMAN'RCCX OR MIHu1UW 2' ASPHALT, INSTALL � i1S STAIILIZER PLATE. (STABILIZER PLATES NAY BE PREWCLOEO •c /607 CROSS ORM ANCNQR) OR INSTALL 1 a12'R12 CONCRETE BLOCK. :/A CROSS DRIVE IS USED WHIRL AN AUGER COUI= St USED (141 LOAMY TYPE 30.L)t TNEN TWO CROSS bA:vt7 1RW'T IC IIISTAUXO PROPERLY IN ►:Att or NC CNC TIE - DOWN. SOTS CROSS CRIVE MIST iE ?TAA11U7CO AS SHOWN Rt DETAIL'A'. Stt PACE /I, GENERAL NOTE /d. MONe•.Y•••M•.a•••` .•w••_•. .••a•• +••_..O••. .•_••••.u_u_.•r••••Y••tawr„S•._•.r.•_ CONCR TIE — DAWN =ALUM.. g Q at i 1.0 raY I. CONCRETE 1uST it A NINfMUM OE S 1/2' NICK AND IN :DOD COhCITICN. 2. MINI44t4 SLAG AREA Or UCH ANCHOR IS 26 SOLARE KET. 3. ORM.. PROPER SIZE NOLL IN SUB. • M:NIMwM Cr 12' rROM ANY :GCE. 0.1121-Win 1. PUCE CONCRETE AVCMCA INTO WET CCMCRETC• 2. AILOM CC$CIIt't 10 Pf+:OPtALY CRT% c}L tS COtia •T1QI 1. ATTACH STRAPS TO CHASSIS ALAN iN I4ANNt4 SNCwN. 2• INSERT STRAP fNR?UON SLUT Bdl'. CUT Off EXCESS STRAP *NO 1NEN 14411Efr VOLT UNT,L STRAP IS SNL.C. ClTY� O OCT - 9 Z 401 6 Drift 6E'EI PAAZiv :lra PAGE 05 RECEIVED cm/ OF TUKWILA PERMIT CENTER PERrII NO.: -i ( 1 (00 BLTLDLYG PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status 0 00002 Pre- consvuc :ion 0 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ � WSEC Residential 00060 WA Ventilationilndoor AQC ❑ 00070 NLEA Inspection/Modular Struct 0 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 6 , 9 9 090 Restee! 95 Footing Drains 100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation 0,0350 Crawl Space be 00400 Shear Wall Nailing ❑ 50 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 9A610 Chimney Installation/All Types 00700 Framing - '15750 Rood /Ceiling Insulation 0 Floor Insulation 0801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 2,0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof E,41, Final -Fire ! 700 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 TENANT NAME: CONDITIONS E. OOOt No changes to plans unless approved by Bldg Div ❑ 0010 . Special inspection required. notify Bldg Div U 0011 Special inspec :or shall submit final signed report C 0012 New ceiling grid & light fixture shall meet lateral O bracing 0013. Partition walls attached :o ceiling grid O 0 14 Readily accessible access to roof :flounced equipment 0015 Engineered truss drawings 3c calcs shall be on site ❑ �"_ Exposed insulation backing material Er. 0017 Subgrade preparation including drainage. excavation ❑ 0O1S Statement from rooting contractor verifying fire retardant class of roof 0019 All construction to be done in conformance . .viaccroved plans ❑ ,;10 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 ❑ 002 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ All spray applied tireprooting shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 0426 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0�.3 Rack storage requires separate permit 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. flat concrete O 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" O 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0033 A C of 0 will be required for this permit O 39 Final approval for all TI \tin the limits of the SC Mall 0 All mechanical work shall be under separate permit ❑ All construction noise to be in compliance with 3.2 TMC ❑ 0 " Ventilation is required for all new rooms Sc spaces • 005 All permits, insp records Sc 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 O 0003 All high - strength bolting shall 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 Sc sewer districts" O "Fuel burning appliances ❑ "Appliances, which generate...." O "Water heater shall be anchored...." ❑ "Reroot" Date: (a - , 060 Date: 11 TC p ) r p \IR( June 4, 2002 City of Tukwila Attn: Brenda Holt 6300 Southcenter Blvd. Tukwila, WA 98188 CORREKIOIV LTR# p% RE: Response to Correction Letter #2 – Revision #1 Development Permit Application #D01 -160 Fosterview Estates, Lot 39 4291 S 137` Street � Dear Ms. Holt, F c I. -1,i 4 if ■', 11 I c o Ill 1 , 1 i t i it c 111 i I 7 I t1 11 11 1 11 ii 1" i 's C 11 1 t: I ‘j ' f 454r KAIT1Si: F WASti:Nut■.-` ,iAT 1 /ILA PERMIT CENTER This letter is to confirm our resubmittal of the above - referenced project. We are providing you with the revised P2.8, P6.9, and P8.1 sheets (dated 3.7.02 – City Revisions), as well as a geotechnical letter dated June 4, 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 was included in the city's cover correction letter dated May 21 2002 and was received by our office on May 22", 2002. This is referenced in the geotechnical letter as dated May 22, 2002. Item #1: Revised site retaining wall has been added into the drawing set. See details 8 & 9 on sheet P8.1. We have included revised calculations for your review. Please note these footings do not need keys. Also, the footings can be placed on the existing structural fill. Item #2: Terra Associates letter dated June 4, 2002 addresses the revised submittal. This should clarify the sheet dating reference. Item #3: Detail 9 on sheet P8 shows how drainage is to be installed against walls. Obviously, there will not be a need for the tight line for the site retaining walls. However, this is the typical detail that Anil Butail and Jim Morrow worked out. We, therefore, are referencing this detail. The prefab drainage panels, the gravel columns and filter fabric you refer to —have been clarified in the geotechnical letter. Either a prefab drainage panel or a gravel column can be installed. This will run the full length of the wall and from top to bottom. Details 8 & 9 on sheet P8.1 now clarify this. The question as to how the keying and benching relate to the gravel column has also been addressed by Anil in the geotechnical letter. Item #4: Sheet P8 has been revised per Item 1 of this letter. The drainage has been addressed per item 3 of this letter. The 4" drain line is sufficient for the site retaining wall (see geotechnical letter). The tight line identified in detail 9 on sheet P8 is not needed on the site retaining wall (see comment item #3). DOi 14311 SE Ihtli Street . Belk WA 4007 LS0O.888.451 j • (425)c 41.5 20 . fax: (425)641.531S CO502_53 Fosterview Estates, Lot 39 - Response to Correctkto4 {t4� - orh yi>4t `- M3tic10f Item #5: We have added additional clean -outs, per your comments, as well as delineated the locations of the drain lines and locations of connections to the home tight lines. The home tight - line should be capable of handling the drainage from the wall. The roof runoff into the tight -line is immediate while the runoff collected from subsurface drainage takes time to percolate and drain providing a stagger in the discharge rate. Therefore it is not necessary to provide an independent system to the street catch basin. I hope this addresses the concerns that you had. Should you have any further questions or comments, please do not hesitate to call. Si ce ely, tiA John K , „ . ler, President Kappler Architects, P.S. CO502_53 Fosterview Estates, Lot 39 - Response to Correction Letter #2 - rev. 1 (#98013).doc May 21, 2002 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number D01 -160 Fosterview Estates — Lot 39 4291 S 137th Street Dear Mr. Kappler: 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. 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. 1 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. Brenda Holt Permit Coordinator encl xc: File No. D01 -160 Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: May 17, 2002 1) 2) PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: FOSTERVIEW ESTATES Lot 38. 39 Revision #1 00 22 PERMIT NO: D01 -159 , Doi- i60 u) IL w 2 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions og — regarding the following comments. "- co 3 Lii V w 0 SL w w ai U O z A retaining wall packet for Fosterview Estates lots 37 through 40 prepared by Jamieson Consulting consisting of a cover sheet and sheets 2 of 5 through 5 of 5 dated 6/27/01 was part of your revision submittal. None of these plans pertain to your revision submittal, since proposed wall in the back of the existing house will carry a surcharge due to 2.5:1 grade inclination in the back of the wall. Please submit calculations and details for retaining wall with a surcharge. Terra Assoc. Inc. drawings review letter dated April 18, 2002 states in the 1s` paragraph states that the plan includes sheet P2.8 dated February 26, 2002 however submitted sheet P2.8 bears last revision dated March 7, 2002. 3) 3r paragraph calls for wall drainage to prevent hydrostatic pressure, but none of the plans show how it should be properly installed. How should the prefab drainage panels be installed, should they cover full heights of the wall continuously or be installed in strips. How it relates to Mirafi fabric on detail 9 sheet P8.0 and how does benching and keying relate to the gravel column behind the wall. 4) Sheet P8.1 (no date on the plan) show three site retaining wall details No. 5, 6, 7 with surcharge in the back and a key in the bottom of foundation, however Site Sections for Lots 33 and 39 show retaining walls with a flat foundation without a key. Please clarify and revise accordingly. The above details refer to detail 9 on sheet P8.0 for footing drain construction. however it's 4" rigid perforated pipe shall be upsized to 6 ". Is the tightline pipe needed or it should be eliminated. 5) PW recommends a second cleanout at the other end of the wall. Please dimension the wall and show where wall drainage system ties to. Is the house drainage system capable of handling additional flow from wall drainage system of wall drainage system should have it's own separate system tying independently to the catch basin in the street. Document2 LOT 3'1 CUT l yo FILL 260.9 y$ Date Phone Fax* CC: KAP t' LER ARCHITECTS , 14311 SE 16 Street Bellevue, WA 98007 Tel: (425) 641 -5320 Fax: (425) 641 -5318 May 10, 2002 Number of pages including cover sheet 1 To: CITY OF TUKWILA Attn: JOANNA SPENCER Project Name FOSTERVIEW ESTATES Pitied* 98013 REMARKS: 0 Urgent 0 For your review 0 Reply ASAP JOANNA, THIS IS THE REVISED CUT AND FILL QUANTITIES BASED ON THE CURRENT GRADING AS OF MARCH 2002, COMPARED TO THE FINAL GRADING AS SHOWN ON SHEET P2.8 DATED 3/6/02 FOT LOT 31 THANKS, Fax* P.S. °ACS IMI LE From: SHAMAN CRAWFORD Please comment Kappler Architects P.S. Phone (425) 641 -6320 425 641-5318 Hard copy to follow CONFIDENTIALITY NOTICE: The material contained in this FAX transmission is private and confidential and is intended only for use by the Individuals on this sheet. Use, disclosure, copying. distribution or reliance upon the information contained in this FAX by anyone other than the individuals named Is prohibited. If you have received this FAX In error, please notify us immediately by calling (425) 641 -5320 and return the original transmission to us at the above address. Thank you. Doi -16o 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 -160 Fosterview Estates — Lot 39 4291 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, � 1 Brenda Holt Permit Coordinator encl xc: File No. 001 -160 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Sou enter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 4-31 -3670 • Fax: 206-431-3665 CC I l l U U Q N co w 9 2 u Wo z u. N d ILI ZO W U f- lu O W Z UT O t— Z DATE: November 3, 2001 PROJECT: Foster View Estates Lots 35, 36. 37, 38, 39 and 40 PERMIT NOS.: 001 -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 M101 -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 wall will sheet flow over the top of the wall and end up in the 0300 Suuthcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 20o- 433.017 • Fax: 200 - 431.3005 City of Tukwila Department of Public Works James F Morrow, RE., Director PUBLIC WORS DEPARTMENT COMMENTS Steven M. Mullet, Mayor 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. DATE: November 2, 2001 PROJECT NAME: Fosterview Estates PLAN CHECK NO.: D01 -160 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:\Nora's files \LETTERS \FV vards.DOC PLANNING DIVISION COMMENTS City of Tukwila Department of Public Works James F Morrow, P.E., Director PUBLIC WORKS DEPARTMENT COMMENTS z w tr DATE: July 26, 2001 o N0 PROJECT: FOSTERVIEW ESTATES w Lots 36, 37, 38, 39 and 40 N LL wO PERMIT NO: DO1 -154, DO1 -161, D01 -159 D01 -160, DO1 -152 Zc the following comments. any w 2 o 8N a t w uj 1. A separate permit is required for retaining walls and its storm drainage system within O L I lots 36 through 40. Applicant shall contact Tukwila Building Department for retaining wall Z permit requirements. o O � 2. According to the Planning Department, proposed retaining walls are classified as structures and Z 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. PLAN REVIEWER: Contact Joanna Spencer at ( 433 -0179 if you have any questions regarding 3. Earthwork quantities shall be adjusted to incorporate land altering changes due to revised location of proposed retaining walls. Steven M. Mullet, Mayor 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 -0/79 • Fax: 206 - 431 -3665 June 27, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -160 Fosterview Estates — Lot 39 4291 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. MI 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 accented through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, talitA- Brenda Holt Permit Coordinator encl xc: File No. D01 -I60 0.300 Southcenter Boulevard, Suite ;t100 • Tukwila, Washington 98188 • Phone: 20o- 431 -3n70 • Fax: 20n- 431.3065 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 93291 Subject: References: Dear Mr. Fowler: PROJECT DESCRIPTION We reviewed the following plans: • Sheets P2.7 and P2.8, Architectural Plans • Sheet P6.9, Site Section for Lot 39 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences ALL- t% dam x , ;< 1. - ;- * 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (4251821 • terrat terra- associates.com February 20, 2001 Project No. T- 1515 -2 Plan Review Fosterview Estates, Lot 39 Tukwila, Washington 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. .-. .t • Sheets P1.0 and P1.3, Architectural Site Plans < .i< &. ; =' - i - t - e. The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - level, wood - framed, single- family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 178.5. The garage level will be at approximately Elev. 166.5. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 15 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. DOCUMENT TITLE(S) (or transactions contained therein) ...- ` j , 9 t �ryS . it _ f a 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) cN! r • I a has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and acct'pts no liab►uty for the 99 cy Or vald►ty of 0 Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEI/ACCOUNT NUMBER 4;588048U3XX. ! z 48 ca Ci(3:416a1d c See Attached ❑ Assessor Tax # not et assi . ed C, CZI e+) 0 N N w -�t vj5 '7 � . RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y MIADUJARDLNAFOSTER2NDAUDI D DAG.DOC ;I I � II I I I , II I II , I 1 111 III II Ir; u1 1 1 I I I I 1 II 11 I l u 1I 1 I I I I I I I' I I! I �I II Il II 1 I 1 I (� I I I 1 dl 1 I II III 1 I I II I ' I I 20 RAG / e1 OF 00 2 8 3/1 4 / 2 e02 1 KING COUNTY, jJ 1 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, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 1_3 day of `IY��Aa2c.N , 2002 by Dujardin Development Company, a Washington corporation ("Declarant") CHICAGO TITLE INSURANCE COMPANY " has plead the documeet of record as a customer courtesy RECITALS AND DECLARATION and accepts no aabity for ►ho ac6urary Or vaGdcty of th9 dfICIRIPAt 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 2 Property is comprised of all the real property shown on maps recorded with the King County ° under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, • Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First CN 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 ‘WFDUJAADDAFOSfER:NDAMEN D JMODOC 2 Cci o, ca 03 C, 03 av and 5.1. Association Responsibilities 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 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 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 a5sociated drainage improvements located along the north boundanes 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 5 16. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and S 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be 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 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y \WPDU)ARDINVOSTPR2NDAZ D ZIG DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal 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 m 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 Ai ?Se ie l STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me )O.j\t WeuseS, to me known to be the ?t26s%oe, Kt" of Dujardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this /3 day of / /? #iecL4 , 2002 Y 1 WRDLUARDITAPXTIMINDAME`! DJMG DOC CI IICAG° TIRE !VSURANOE COMPANY has pieced the document of record its a customer courtesy and accopts no hatphty for the accuracy or vandrtyr at the document. O � oF � '� � � V (Print Name) `vASH�� Notary Public in and for the State of Washington, residing at Srceett My commission expires 3 -I S -0 3 4 EX133131T A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y ‘WRDUJARDZAFOS11R2NDAM N D JMO DOC 5 CH CACO TIRE IriStEMICE COMPANY has p'4cd the document of rCC ^rd ds a customer Courtesy and accepts no habhty for the accuracy or vs1dt3y of the document. 3S�3pr\:�5 M ilit eatq'ttets 116$4i53.VWScrrkktgA <a;vft,4s.a; ce<:. ov. . ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 4 261200- 0020 - 02 261200 - 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 261200- 0070 - 01 261200- 0080 - 09 261200- 0090 - 07 261200- 0100 - 05 261200- 0110 03 261200- 0120 - 01 261200- 0130 - 09 261200- 0140 - 07 261200- 0150 - 04 261200- 0160 - 02 261200- 0170 00 261200- 0180 080 261200- 0190 - 06 261200- 0200 04 Plat of Fosterview Estates Lots 1 through 40 Ct {tCAttO TTTLE INSURANCE COMPANY has plArd the document of record as tl customai courtesy and dcreptS no habi5ty for tho accuracy or validity of the dccuaieftt. 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 Revision No. Date Start I Received ; Initials Date Issued Staff Initials Ass..r I Summary of Revision: Staff Initials Received By: Revision No. Date Received Staff Initials Date Issued l I Staff Initials Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date Received j I Staff I Initials Date Issued ! Staff Initials Summary of Revision: Received By: PROJECT NAME: Fs- v #&?' eV 9 PERM , .,,10:. l)o / - /be Site Address: 1:29/ S 437 Revision No. Revision No. Summary of Revision: Date Received Date Received REVISION LOG Staff Initials I Staff I Initials I Original Issue Date: 7-30-o, Received By: Date Issued Date Issued ;please print) • (please print) (please print) Staff Initials I Staff Initials ACTIVITY NUMBER D01 -160 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT39 SITE ADDRESS: 4291 SO 137 ST SUITE NO: Original Plan Submittal DEPARTMENTS: 2 Buil in Division Fire Prevention W (p -+ of 111 6- ?,4-U1 Pub W.r Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Revision # AFTER Permit Is Issued REVIEWER'S INITIALS: Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved r A pproved with Conditions n Not Approved (attach comments) I-L`) REVIEWER'S NITIALS: DATE: 410t01111 txx Response to Incomplete Letter # n Z - If Planning Division qtL Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable LI No further Review Required DATE: FRM!T 000RD COPY DUE DATE 06 -21 -01 n CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Wo ks Complete W iOUII <oe PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -160 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4291 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 C APPROVALS OR CORRECTIONS: (ten days) Approved Fi Approved with Conditions REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: n C Permit Coordinator n No further Review Required COORU uur Revision # AFTER Permit Is Issued Planning Division DUE DATE: 07-12-01 Not Applicable ri DUE DATE 08 -09 -01 C DATE: Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -160 DATE: 06 -05 -02 PROJECT NAME: Fosterview Estates Lot 39 SITE ADDRESS: 4291 S 137 St Original Plan Submittal Response to Incomplete Letter # x Response to Correction Letter # O‘ X Revision # I After Permit Is Issued DEPARTMENTS: Building Division Public Wor s Complete Approved Notation: APPROVALS OR CORRECTIONS: z Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Planning Division ❑ Permit Coordinator DUE DATE: 06-06-02 Not Applicable ❑ Comments: 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 d Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -09 -02 Approved with Conditions ❑ Not Approved (attach comments) C REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: PERMIT COORD COPY X ACTIVITY NUMBER: D01 -160 PROJECT NAME: Fosterview Estates Lot 39 SITE ADDRESS: 4291 S 137 St Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Response to Correction Letter #_,_ _ _ Buil i kvision [ . ti -1L4z Public J_S orks, _ -1 5 ` r PLAN REVIEW/ROUTING SLIP r0Z Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions I Not Approved (attach comments) re Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 2 Staff Documentshouting slip.doc 2 -28 -02 Li] G DATE: 04 -19 -02 Revision # JAfter Permit Is Issued Plan n' � Dfision 4•24'0 Permit Coordinator DUE DATE: 04 -23-02 Not Applicable ❑ No further Review Required C DATE: DUE DATE: 05-21-02 PERMIT COORD COP`( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -160 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 39 SITE ADDRESS: 4291 S. 137 St. SUITE # DEPARTMENTS: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Build in' i'vision J Fire Prevention t'f lug- 10 tA Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Incomplete Comments: C TUES/THURS ROUT NG: Please Route Structural Review Required C No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: X Revision # �_ After Permit Is Issued J11� Planning Division rjttilc4 1I -201 Permit Coordinator DUE DATE: 10-30-01 Not Applicable LI DATE: DUE DATE 11 -27 -01 Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -160 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT39 SITE ADDRESS: 4291 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter i Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works IN• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Q/ Structural Review Required REVIEWER'S INITIALS/( — APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: WIROUrt IXff VP) PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural Incomplete ri n n Planning Division Permit Coordinator C n DIJE DATE: 05-24-01 Not Applicable n No further Review Required ri DATE: 241 v ) DUE DATE 06 -21-01 Not Approved (attach comments) 6 / 246 / 471 DATE: DUE DATE Not Approved (attach comments) DATE: z w UO co co w co IL . w 0 Li. et ( .2d w z � W U� O D w W O w z U= 17: z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -160 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT39 SITE ADDRESS: 4291 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision If AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete DOC s., C rl Fire Prevention REVIEWER'S INITIALS: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Comments: TUES/THURS ROUTING: Please Route n Structural Review Required ri No further Review Required /1-/ APPROVALS OR CORRECTIONS: (ten days) Approved LI Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: . . Planning Division LI . Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable n DATE: DUE DATE 06 -21-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: v/dr n 1 ACTIVITY NUMBER D01 -160 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT39 SITE ADDRESS: 4291 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision If __ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: VYCRt)li Il IX' Nrt APPROVALS OR CORRECTIONS: (ten days) PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) C Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: C n TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator C DUE DATE: 05 -24-01 Not Applicable C No further Review Required IN DATE: '. /4 DUE DATE 06-21 -01 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -160 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4291 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete C Comments: TUES /THURS ROUTING: Please Route Approved V'RRC)UI[.DCK PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIAL APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved n Approv d with Conditions REVIEWER'S INITIALS: Approved with Conditions LI C n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07 -1 2-01 Not Applicable No further Review Required DATE: 0--7 1 1 . I n n DUE DATE 08-09-01 C Not Approved (attach comments) r DATE: 7/ vaimmimmirl DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -160 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT39 SITE ADDRESS: 4291 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 Eq Comments: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved WKtRUUtt INK PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route V Structural Review Required REVIEWER'S INITIALS: Approved with Conditions C REVIEWER'S INITIALS: n DATE: Planning Division Permit Coordinator No further Review Required n n DUE DATE: 05-24 -01 Not Applicable E DUE DATE 06-21 -01 Approved n Approved wit Ce n) tions Not Approved (attach comments) n REVIEWER'S INITIALS: e*_e4A DATE: / e) -ZOO 1 DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 - 160 PROJECT NAME: Fosterview Estates Lot 39 SITE ADDRESS: 4291 S 137 St Original Plan Submittal X Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ REVIEWER'S INITIAlf APPROVALS OR CORRECTIONS: Approved xi REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 .644 4YL PLAN REVIEW /ROUTING SLIP v� Fire Prevention Structural Incomplete ❑ Approved with Conditions ❑ DATE: 06 -05 -02 Response to Incomplete Letter # Revision # I After Permit Is Issued Planning Division Permit Coordinator Comments: DATE: OP. ow • °)--- DATE: 6//7/ DUE DATE: 06-06-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ DUE DATE: 07 -09 -02 Not Approved (attach comments) ❑ Notation: 5 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 - 160 PROJECT NAME: Fosterview Estates Lot 39 SITE ADDRESS: 4291 S 137 St Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP tl y2-\ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C DATE: 05 -10 -02 Planning Division Permit Coordinator DATE: 5 1 02, DUE DATE: 05-14 -02 Not Applicable ❑ 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 ❑ No further Review Required ❑ DATE: DUE DATE: 06-11 -02 Approved Approved with Conditions F Not Approved (attach comments) ❑ Notation: / -A v' Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -160 PROJECT NAME: Fosterview Estates Lot 39 SITE ADDRESS: 4291 S 137 St Original Plan Submittal ,_,_,Response to Correction Letter # ! DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tc) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Documents/routing shp.doc 2 -28 -02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Structural Review Required DATE: 04 -19 -02 Response to Incomplete Letter # X . Revision # 1 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 04 -23 -02 Not Applicable ❑ No further Review Required DATE: 2 (� DUE DATE: 05 -21 -02 Approved C Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 - 160 DATE: 04 -19 -02 PROJECT NAME: Fosterview Estates Lot 39 SITE ADDRESS: 4291 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 Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete PLAN REVIEW /ROUTING SLIP Fire Prevention C Planning Division Permit Coordinator DUE DATE: 04-23-02 Not Applicable E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PTV ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required E APPROVALS OR CORRECTIONS: DATE: i ll El DUE DATE: 05-21 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) gl Notation: DATE: `J " /7- C)2 REVIEWER'S INITIALS: ,. C..i Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting sl ip.doc 2 -28 -02 DEPARTMENTS: Building Division Public Works ..•Iilil► Compietet Comments: TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 160 PROJECT NAME: Fosterview Lot 39 SITE ADDRESS: 4291 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # , After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -30-01 REVIEWER'S INITIALS: Structural Incomplete LI Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Fire Prevention n n DATE: 10 -29 -01 Planning Division Permit Coordinator C No further Review Required DUE DATE 11 -27 -01 Approved with Conditionsn Not Approved (attach comments) DATE: I 0 t3 AA I CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: n Not Applicable ri DATE: DUE DATE Not Approved (attach comments) n DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -160 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 39 SITE ADDRESS: 4291 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # I After Permit Is Issued DEPARTMENTS: Building Division Public Works immimmmilmor Complete LI Comments: C TUESITHURS ROUTING: Fire Prevention Structural Incomplete n Planning Division Permit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-30 -01 Not Applicable Please Route ructur I Review Required n No further Review Required REVIEWER'S INITIALS: 3—) Approved n \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: 1 c DUE DATE 11 -27 -01 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -160 DEPARTMENTS: Building Division Public Works Complete Incomplete ❑ Comments: REVIEWER'S INITIALS: /0 Cm APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: L`1 CORRECTION DETERMINATION: Approved 1 \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n c DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 39 SITE ADDRESS: 4291 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # J After Permit Is Issued Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -30-01 DATE: /../ = : -V , DUE DATE 11 -27 -01 Approved with Conditions I I Not Approved (attach comments) C Not Applicable ❑ TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required l l Not Approved (attach comments), DATE: )l /2/4'/ DUE DATE I REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -160 PROJECT NAME: SITE ADDRESS: Original Plan Submittal Response to Correction Letter # Fosterview Lot 39 4291 S. 137 St. DATE: 10-29-01 SUITE # Response to Incomplete Letter # Y - Revision # I After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: C TUES/THURS ROUTING: Please Route tz Structural Review Required REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP J- Structural Incomplete LI APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention Approved with Conditions C n Planning Division Permit Coordinator No further Review Required DATE: I _ 3 - 0 I DUE DATE 11 -27 -01 DATE: j i - - 06 -0/ LI DUE DATE: 10-30-01 Not Applicable n C Approved n Approved with Conditions ri Not Approved (attach comments) g REVIEWER'S INITIALS: . 1 � DUE DATE Not Approved (attach comments) n DATE: Date: /D-26.0/ City of Tukwila Department of Community Development - Permit Center 6300 Sout; center Blvd, Suite .100 Tukwila, WA 98133' (206)A31-3670 a Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter R ❑ Response to Correction Letter Revision # I after Permit is Issued Plan Check/Permit Number: PD/ - Roo Project Name: fiOZA /Fs/ 6MTZ5 Project Address: q a9/ 5 /3 7 54- Contact Person: Phone Number: Summary of Revision: ry /icxe P 46 .rte • .7. .5 Sheet Number(s): "Cloud" or highlight all areas of r .ision i eluding date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on RECEIVED TliKW1Lq PERMIT CENTER 0 S130rca Date: (0-s. 4"Z, Project Name: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 0 Response to Incomplete Letter # Response to Correction Letter # Z Revision # j _ after Permit is Issued f S1 vl &r kstr-S s l <s► Project Address: ' Sc.JTI-t 13 /1-1 Sr (z , r Contact Person: - Sores \'(.% L Summary of Revision: STA re) oti! L �1 CI-Aft F1 c artiwS ilA , f Z I Z - ? Nt"t' o Sheet Number(s): ?Z . ?6. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , ta/J- [1( Entered in Sierra on - 6 0 6, y 200z. RECEIVED CITY OF Tt IKWILA PERMIT CENTER Plan Check/Permit Number: DO I L C) Phone Number: (q2S) (o`l t - S 320 08/30/00 - + -r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa:, etc Date: 7-9-o Ciiy of Tukwila Department �f Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 93133 (206)4'31-3670 • ❑ Response to Incomplete Letter R Response to Correction Letter R / ❑ Revision # - after Permit is Issued Project Name: ra}Te t u(,6w . £67r471 - a'i Project Address: Contact Person: 40/ 1 ") ti 1 e Entered in Sierra on • / ( 1-V1 a., �:, i:;. d` aw; i�r M�Ne' ra ?+^tc ^t; :,h;y :..w;s..'. ;.q ::: • =�• ;y+..... .. , ..x Plan Check/Pe:mitNumber: D / - /60 Summary of Revision: 7i5 A'cYS E . i4.lo *jb grme 7°ko 'i are L/Air' o F' Lo7' ' 39 HAS 2e204.1 (,. , ... ,?a 40A-M- Zen r rfohu,ij r , 412 %4& Rcuiscn 44-9.7N 01,7'• s loN3i to -r/N ; ND la'oLl�w� 77Yr toconre-lliole41. 7CEGtrtei na)417b, s CA" Z • Phone Number: osr_•aoo Sheet Number(s): 7.).0 ,71. F2. y ?2.7 3'2.8 1 ri}=t` ~ .. "Cloud" or highlight ail are of re inc!udin dare of revision �T, TKWILA Received at the Cityof Tukwila Permit Center bv: ' E�lik- JUL i i 2001 , PERMIT CENTER FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL ADDRESS: 4291 SOUTH 137th STREET OWNER I DEVELOPER DEVELOPER - DWARDIN 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 39 TAX PARCEL I.D. #: 261200 -0390 SHEET INDEX PLAT ARCHITECTURAL PLANS Slit 4 of 4 PLO P13 PIS PL6 P2.8 P6.9 PRO P90 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) AL A21 A2.2 A3. A4. AS A6. A7. DL D2. SI. S2. S3. 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 PLAN - LOTS 35 - 40 SITE SPECIFIC SECTIONS - LOTS 37'- 40 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 39 STAIR DETAILS FOR PLAN 1843 A & B ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS' LATERAL WALL SCHEDULE ..-4erstand that the Plan Check apptZ'V5; efe subject to erm,s and omissions and appraval ef plans does not auinoriae the violation of 0 if adopted code or ordinance. Receipt of Pen. tr ctcr's copy of approved plans acCncV441.O_ SEPARATE FE<L REQUIRED FOR le .ECHANICAL Lig ELECTRICAL ' LUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION z a 9 F ' O } U F Z 4.1 F L Oa. a W 9 >O Wa w A rn z d C ti Z O Q A ° 0 oo 7 co Co u7 Co N co 0 o 0 co t- s* C0 o Co F N �m� TITLE JOB NQ : 00158 SHEET COVER SHEET AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT #. PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPUSHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA/PHASE REY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. 1 HESS GEOTECHNICAL RECOMMENDATIONS 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 STABIUTY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION C. GEOTECHNICAL REQUIREMENTS NEEDED YO 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 UNITED 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 LEI ILR FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE G ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECDMMEHDAT IONS 8. 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 THE PLAT GF FOSTERNEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT PROVIDED THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE an - OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF . 1TiLE UTR.ITY R&CEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED 70 AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY 70 INSTALL, CONSTRUCT, ERECT, ALTER IMPROVE; REPAIR, ENERGIZE OPERATE AND MABWTAIN ELECTRIC UNDERGROUND DISTRIBUTION FAOUTIES TRANSFORMERS DUCTS, VAULTS„ MANHOLES, CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY 01? CONVEMENT APPURTENANCES` TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SY57E711. ALL SUCH ELECTRIC SYSTEM IS 10 BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERV/EW ESTATES DESIGNATED AS UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS' TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE ITS SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING CONSTRUCTING RECONSTRUCTING, REPAIRING, RENEWING ALTERING CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR 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 WELL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOUDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE 'PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW,, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TIRE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE UNE DIRECTION N8959 54 f NO039 04E N895954'W DISTANCE 40.25 10.13' 5526' EL2 EL3 EL4 N7341'17'W 10270' EIS N7341'17'W 562' EL6 N193634E 4.56' EL7 N8778'54E 51.21' ELB N09V7'32E 7244' EL9 N5720'04E 27.23' EL70 N8323•46E 29.05' ELI NI32557E 2255' EL12.. N8936'141W. 46.42' E1.13 N14179'.36 't 35.05' ELM N88'I609'W 47.06' EL15 N8876'09"W 5.12' ELI? N1653'O5E' 3200' 6137 N2120'45E 25.84' EL18 N82'40231W 1486' ELi9 N724147E 20.92' EL20 N52'02471W 3209' EL21 N52132'471W 28.92' EL22 68920'56 - W 26.97' E123 N892056'W 24.39' a24 N892056"W 16.55' a25 N60'41 52.67' EL26 NO0170'0O E 9.61' EL27 6897056 33.40' 7528 57539'14E 45.91' EL29 N6B3239E 2242' EL30 N1938 54 38.71 EL31 N32•5121W 3344' EL32 N857.2`57 1V 49.06 EL33 N5157'35E 18.82' 0..34 N08'45•04E 22.04' £1.35 N4112835'W 22.68' EL36 NO232'46'W 1237 N6453411W E1.38 NO232'46'W EL39 N3805'355 21.13' 60.03' 19.88' 23.66' EL40 N645341'W 41.66' EL41 N38V534E 16.16' EL42 N7429 41 E 26.99' EL43 NO356321W 31.75' EL44 N34S932E 25.95' EL45 NO81949E 15.18' a46 N2635421V 1493' EL47 NO24434E 17.08' EL4B N3517821E 21.05' EL49 N2242'40E 16.28' EL50 N8748'281W 20.74' -ELM' N87•4828'W 10.83' a52 N87'4828'W 257' EL53 N0137'43E 50.00' E>54 14353757"W 74.34' E2.55 5535715E 80.93' OPEN SPACE EASEMENT CURVE TABLE 046W 1 ECT EC2 EC3 EC4 RADIUS I LENGTH I DELTA 53. 11' 57.93' 6229'43" 47.00' 17.23' 205952' 3527 36.25' 6225'18' 20.00' 49.81' 142'4151' FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND 17-IE 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.L. McDUF 'dc AS SOC IA TES INC. LAND USE CONSULTANTS ENGINEERS 0 SURVEYORS . PLANNERS a MANAGEMENT 3605 COLBYROVE EMT, WA981GION 98201 (425) 258 -4438 FAX (425) 256 -1616 DATE 2/7/00 OWG BY KMr JOB NO. 96089 SHT 4 OF LOT # PHASE PLAN MOD'F.D PORCH AREA MOD'ED1 1 LOT # !PHASE! PLAN PORCH !AREA LOT 1 A 1843B X LOT 21 ! 2119 5 LOT 2 1843A X LOT 22 B j 2060 � LOT 3 2119 LOT 23 ' 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 ! C i 1843A LOT 6 2246 LOT 26 I 1843B I LOT 7 2246 LOT 27 ! D 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A ! LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MO YFD (I) LOT 35 ! C 1843E 9 LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B j LOT 18 C 2060 4 r LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 -` 0MF PT SCHEDULE v v v v VV,u W W, VV/V„,, vvv vvvvv\' V,/ J -. vw vvvv , vvvv v vvvv V v, v, vv vvv vvvvv, ,vvvvv vvv PLAN DEVE �► HMO LBED REC MMEND G t BY a: CTIYOF vv ov v vv vV0/0/, v vvvv vvvvv; vvvvv vvvv.. 0/ V' vvvv vvv ti vv V v ' „ v ,vvvv vvvv, vv vvvv 0/ r ' r aor atI 11 14A I PEZEINP I PHASE KEY KEY PHASE C Y. ; wJ PHASE D vvv v •vvvvv vvvvv vfX . X) v 1843A 1843B 2060 2108 2246 2119 CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2 THE HOUSE DEVELOPM AREAS. EACH AREA IS TO B CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN OTH ENGINEERING FIRM AS APPROVED B 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASE 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INST FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MITIG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION- C GEOTECHNICAL EMBLEM HEAD TOMMY 'r DARLEMEN• TAIION OF ADJACENT HOWE DEVELOPMENT CO I ri AREAS D. CONSTRUCTION DESIGN PARAMETERS ON A LOT ; LOT BASIS E FOR LOTS 21 THROUGH 34, THE UNSUITABLE ' I MA SHALL BE OVER EXCAVATED DURING CON T F FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. i Dm0N Y, THERE WILL BE LDHIEDIIXCAVATION AND REMOVAL OF �I' UNSUTT LE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'PER PORTI N' (SOUTH END) OF EACH LOT WILL BE FLA 'I 'D DURING LOT DEVELOPMENT OT ACHIEVE AN INCLINATIONO' 251 ER ACCEPTABLE OPTION IS TO PROVIDE A I �: CONCRETEiOR MECHANICALLY STABILIZED RETAINING WALL THE ; PORTION' (NORTH END) OF THE LOTS WILL HAVE THEIRS 'PE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF ; BIN SINS LE FAMILY RESIDENCE PERMIT, THESE GE' HNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE EDTECHNI ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GRO u' IN THAT THE HOME, FOOTING AND FOUNDA ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO . MENDATIQNI 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINE IS TO 0 � ' VE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. REPORTS ARE TO BE SUBMITTED TO THE CITY OF : WI,A D TO ADDRESS A. TEMPORARY EXCAVATION OF CONSTRUCH AREAS AND MITIGATION MEASURES. R VERIFICATION OF FOOTING, FOUNDATION, G' WALL AND FLOOR SLAB INSTALLATION METHODS D DRI AY PLACEMENTS ACCORDING TO GEOTECHNICAL MMENDATI NS C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTRU ON IN ADJACENT HOME DEVELOPMENT CONSTR CITON AREAS S ACCORDING TO GEOTECHNICAL RECOMMENDATI N 1 , MATRIX 1 X & R THE GEOTECHNICAL ENGINEER IS TO PROVIDE CARTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLIS a OFEW7Y e4 . - nn ORACTWY) N OME DEVELOPMENT PLAN TRACT "A” ION1LV KEY PLAN R/AV AA) CORRECTION 160 U TITLE JOB NO.: 9801321 I SHEET LOT # PHASE; PLAN I LOT 1 1 1843B X LOT 2 I j 1843A X LOT 3 A I 2119 LOT 4 1 I 2246 LOT 5 2108 LOT 6 I 2246 LOT 7 2246 LOT 8 I I 2108 B LOT 9 1 j 2108 LOT 10 I I 2246 LOT 11 I I 2108 LOT 12 j j 1568A LOT 13 I 2246 LOT 14 2108 LOT 15 A MOIYFD (1) 2108 MOD'F.D (2) 2246 LOT 18 2060 LOT 16 LOT 17 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT 1 P FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. MOD'FD PORCH AREA 1 3 LOT # I PHASE,' LOT 21 LOT 22 ! B ! 2060 I LOT 23 , LOT 24 1 LOT 25 C LOT 26 LOT 34 j LOT 37 1568A 1568B 1843A 1843B 2060 2108 2246 2119 IMOIYFD PLAN 1 PORCH 2119 1568A 1568E I 1843A 1843B 1843A j LOT 27 I LOT 28 LOT 29 LOT 30 LOT 31 2060 LOT 32 I 2119 LOT 33 I A 2060 1843B 1843B 1843A 2119 , LOT 35 1843B LOT 36 1843A 1843B 1843A ' AREAL 5 I LOT 38 1 LOT 19 C 2119 4 LOT 39 j 1843B I 1 LOT 20 2060 LOT 40 I D 1 1843A 1 10 HOME PLAN MATRIX & SCHEDULE br vXi� A % - 7 ti i�./fir ✓,•� TRACT veA" 24)01.1'16° A • OME DEVELOPMENT PLAN DETAIti ,,4 ; Tip- -q F C PROPERlY - TIP (m.4cTWY) KEY PLAN 160 SHEET Pi 3 SOUTHGATE PARK EX UNV7Y POLE \ 15' NANLE VEGETA NOV BUFFER 1 dIIi Alk Tz'4.5 1 �� OEM U7VTY POL Et ROCKERY EX CONC WALL EX GUY PO/E GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 TRACT "A" SCALE 1:40 1 7ELE 1E STEPS NEW 5' CONC. WALK ,� 137TH STREET NEW 5' ASPN. WALK SEE SHEET ASD FOR SITE STEP INFORMATION co Cb Q TITLE JOB NO 98013 SHEET P1. CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES, CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. CUT FILL O1 348 133 0 0 02 177 j 266 N/A 1 N/A 7 03 35 37 0 4 04 60 11 4 N/A N/A 05 25 193 N/A N/A TOTAL 1 TOTAL CUT FILL 1 0 35 255 N/A N/A 11 60 150 N/A N/A 12 87 30 N/A i N/A 13 193 30 N/A N/A 14 41 150 N/A N/A 15 45 150 N/A N/A ! 30 • 381 40 16 45 85 N/A N/A 31 1 38 137 17 : 56 36 N/A N/A 32 !: 35 81 18 76 19 108 ADJACENT TO LOT WITHIN R.O.W. CUT I FILL 26 449 40 45 0 T5 27 551 40 55 0 28 647 40 N/A N/A 29 424 40 N/A N/A 36 N/A N/A 33 38 122 0 66 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 36 580 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 1 N/A I 24 282 25 35 0 39 395 40 N/A N/A r 25 266 38 35 0 40 473 40 N/A N/A O'PRIMIE Qll£R ESIIT TO' PR/VA TE ORA/NAOEC /O' PR /YATE OP.A/NAGE CAI SOUTHGATE PARK PEOLSDdAN AN/2 PD&/C /.1 /TYEASEMENT I / PEDESTRLWN AND PUBLIC OTAJTYEASEMENT RLTTy POLE OPEN SPACE EASENEM all? ATwF. CfMPAR I T(lN EX ROME? f PEUESIRM,A.4V PLHR'� Td PROXY !/B/TYEAYiFNT 0.4NG!a r ES,/ IX LXWG WACC� EX CL/Y AXE 10'PLl7X ORAA'AC£ESVT TRACT "A" _• • kL • 7ELE S 137TH STREET - - A1 APL!°ERTr ZS, - rip - - ♦ _ _ _ - (-- .' ' 1 -. - -.. I STEPS A5.0 - - � NEW 5" CQYG WALK NEW 5' A.SPY WALK SEE SHEET A5.0 FOR SITE STEP SECRIATION —R/71 TITLE JOB NO.: 98013 SHEET Pl SITE PLAN NOTES 1. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PUN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PUN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PL5. S. ALL FOOTING DRAINS ARE PER DETAIL 9 /P8A 4. STORM DRAIN - SEE CIVIL SHEET C-. TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADUNT. TIE TIGHTUNE AND FOOTING DRAIN TOGEfl R AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4 TYPE K COOPPER WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20-0' MAXIMUM SLOPE ALLOWED IS 15%. LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND 7EMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO PL1 , P12 , PL3 AND P14. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET PL& Tt,31) TER.. R- E,774! NI IG 4NOER. A SeRtRAT PERM r r 0 5 10 20 SCALE : 1" = 10' These plans have been reviewed by the Public ,Corks 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 desigter. Additions, deletions or recisions to these drawings after this date will void this acceptance and will req=e a resubmitml of revised drawings for subsequent approval — Final acceptance is vabiect fteld inspection by the Public Works =Titles inspect= Dam: RCCEss LJb AL 51172M DR'4INAGe 40 Ta o r 0 0 0 O O z w as U H I 0 411 VMENISEMIELIEMES i l ! Ball n 111111 IIII III IIIIIIIIII m up ■/ ` Date By Description Kappler Architects, P.S. RAL PL ARCHITECTURAL PLAN W I L ' t 1d V ItV SHEET ►IL PLAN I 1 TITLE Bellevue, Washington 98007 (425) 641 - 5320 * Fax (425) 641 - 5318 „ r @ . h• ,� . ,, Y FOSTERVIEW PLAT S. 137th STREET RETAINING WALL DESIGN r IN 411 VMENISEMIELIEMES i l ! Ball n 111111 IIII III IIIIIIIIII m up ■/ ` e , ' SIDE Sfi 1 r #A\ ° _ III' �11��Ilo�ll�11111111r11i�lll�ll� I111� ) 4 i P Kappler Architects, P.S. Date By Des°Option ‘ I�1 n uj< < 0 ARCHITECTURAL PLAN 07:;7:°0 NOTCLOUDBD 2. 8� SHEET 9908 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 wool CI grit a RBVI I . S • LOUDED �� 4 ' r SA,t , 0 �,,,,, ,,,;, FOSTERVIEW PLAT SITE PLAN FOR LOT 35 Ili Ell e , ' SIDE Sfi 1 r #A\ ° _ III' �11��Ilo�ll�11111111r11i�lll�ll� I111� ) 4 i P i'MALLM2EF.324LLAEOKM STANDARD Wn - I' MNBIUM SETBACK SITE PLAN NOTES By t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON' THE 'BASIC HOUSE PLAN 2. OVERALL SRE TOPOGRAPHY IS SHOWN ON SHEET P15. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P&O 4 STORM DRAIN - SEE CIVIL SHEET C-& TIGHTUNE FOR HOME SHALL BE 4' NON- PERFORATED P.V.C. PROVIDE 4% POSRIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER. WATER METER IS FOGTICHT #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' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'4. MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHFLINDED 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 PUT, PL1, P12, PL3'AND PL4. a EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 1 CUT AND FILL CALCULATED FROM SHEET PIA It NOTE 11 IS NOT : TO S 12 INSTALL FOOTING DRAIN UNE IN LOCATION SHOWN ON DRAWING. INSTALL 4' RIGID PERFORATED PVC PIPE IN WELL DRAINING MATERIAL COVERED WITH FABRIC PER DETAIL 9/P8. PROVIDE 4% POSITIVE GRADIANT. TIE DRAIN UNE TO HOUSE TIGHTUNE VIA A'Y' CONNECTION. PROVIDE CLEANOUT AT JUNCTION FILE COPY I understand that the Plan Check approvals are subject to errors and emissions and approval of plans does not authorize the violation of any adopted code or ordnance. Receipt of con- tractor's copy of approved plans acknowledged. Permit No R, ^0 CHANGES SHALL BE MADR TS SCOPE OF WORK WITHOUT F : :;eVAL OF TUKWILA BUILDING D WILL PI:247. A NEW W_A,I These plans have been reviewed by the Public Works Department for cmtformana with current City standards. Acceptance is subject to snout and omissions which do trot embed= ehasloea of adopted standards et admen equadbility for the adequacy of dm dwim a Itmq/ with the designer. Addition, deletions se sifts * a dnTaiagt der di dm v$ eW #Y edgeret and will require a tsarj for subsequent appeead. Final accepo a L *an o Add impedes by the Falk Wade medal impactor Data 0 5 REVISION N0,1 10 20 CORREC ION LTR# C 4 "c CITY �jc TL'K WILA PERMIT CENTER 40 SCALE : 1" = 10' z ID Cr) Lf) P6.9 SHEET I-- I Kapp ler Architects, P.S. 14311 SE 16th ST Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 ] .... DUJARDIN Date By Description •.....,_•---- ' LI ‘ 1),Iiih.i 1 tk„ , , : , „,.;;,_, i: , \ A wA,,,,,,,,,, ---- 05.12.00 NC. PERMIT SET 7/3/01 MO CITY COMENTS FOSTERVIEW ESTATES HIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT 0 ' I r i 7 • I • • 7 I I i i 7 7 I • I • • iiii • i7ii . 7 7ii I i i i i I i 7 7 • I 7 7 i • I 7 ' i -IiIi•• i i • .•••• • i • 7 , • ' -- • - 1 , — --,-- ;1',--•! — Hi • • 7 r 7 • • i • • • i 7 i 7 li ;;1•;', ',I; ,1 •i '7 ii.7 7 ; ; i ; ,• i •• i7 ' — ■,• • • •1,•;;I; 77 ; sI 7 1 7 7 ' 7 ' "'• ' 1 ;I:•;!14, : 1 iI;i H I !• • I .17 „ i;; i • ili • ii • er • i• I 7 i i id. 7 • 7 • i 7 I i i ••■•• • , ;•••••....• ••., •••••••••• .• ••••••••■• i I i I • i i i i• , "; 1 ' • ! • I • • I 7 7 7 • . . . 7 i•I I..7,1.t • 7 • • 7 7 7 • • i I I t! i i I• 7 7 7•1 ;7 i i i • it7•:. I I " t ' I ••'1•7 • Ii• 77;7:7 ' 'II 't 7 I't i •• 7 t 77. •; 77. , I I7I 1 7 ilno, 7 i ..I7 • iil • ' 1 • i i • 7 • • ; 7 7 - 1 --- s . 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SITE SECTIONS FOR LOT 38 =wax. • _1 - KEYINCPAISEPRENCenta - coNsntvcrtor --- - - J SLOP1 SHALLJT_ _ _ REOHMEMENTS. _ Itluhtil FT■It SIM DEPAIL-9/M FINAL °RADE iortsrulo NOV/ AS OF MARCi • SITE SECTIONS FOR LOT 40 Scale = 10' 1111 k MNAL GRADE MR LOT BUILDOUT DATUM EXIST1NG_NOvLAS.0E liArtal _ 5 - 1 - • - • • - • - • - frrioV CITNEav U. A PERMIT CENTER TITLE JOB NO SHEET P6.9 �� NITS 0 Y a-0 emta (FOR FROST- ___ __ NOTE TWO DECKS LOLL NOT BE USED FOR ALL CONDITIONS. 157111 LOVER DECK ONLY UT81 GRADE REGIIl 5. 2x6 RALNG 2x2 •512' OC (CLR DIST. BTUN NOT TO EXCEED 4' 5/4x 41K CDR DCKG 2x3 iy. AT K' OL DECK.1ST. ATTACH LEDGER N 2 ROWS OF I2' LAG BOLTS AT I6• oc TTP. TJI FLOCK FRAM. 4 1311 BOARD PER PLAN 6x10 P.T. BEAM ECG. TO POSTS ABOVE AND BELOU Zx FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (U 3/0 LAG BOL T, AT EACH .145 gIff BRACE. MP. 646 PS POST a/ CB. FNMA GRADE (44.4 BAR VERT. MB INTO FOOTPG 0 4 BAR URAP• es Mkt TOP AND BOTT31 367065.5' COI_ PAD 6 (4) 4 BAR EACH WAY 04 SOLID SUBSTRATE FOOTTG DEPN PER .0TE31 ENGPEEL 1 TYP. DECK CROSS SECTION 3/4'=f-0 05200-19_7 3/4' =1-0• } FOOTNG DOES WNOT c E N THIS CCNDITIQL FOOTINGSPANS HORIZONTALLYLL.. MOTWs DOES NOT SLIDE N THIS CONDITION, FLIOTNG SP HORIZONTALLY.:, TOP OF SLAB- / N.TS. NOTE: FOOTUI DOES 80N I , FOOT HOR11ONT ITf)NTALL7. 1' FOUNDATION DETAIL 4W-0' I ' -6 5' 4 -8' ( / ^ a FOUNDATION DE GRAM4_AR STRUCUIRAL FUL SEE 517E SPECIFIC FORDATICN DETAIL FOR FOOTNG FABRC - TURAFI 5008 OR E(I1AP_ TGHTL FE FOOTING DRAIN DETAIL UTASED 10 MATERIAL 2' -0• MN. OVER FOOT. DRAIN 4•• RIGID FERFORA'1ED FIFE (4% MIN. SLOPE) 5(8,10' AB W/ 2 SD. STEEL PLATE @ASERS • 4'-er 0L. (DM. 3 SHEET A-J) AS NOTED OM 5HE4FAALL SCHEME MEMO, 0214 BAR 5/8'4x5' AB UV 5Q STEEL PLATE 4'-0` OL_ (DN:3 4814XCEPT SCFED MN. EMBED_ 44 BAR • TOP •4 VERT. BAR• 5` OC FULL 4414517 CF WALL (DM 3 SHEET A-U •4 vERC J BAR •5' (DM 3 SHEET A-U •4 I-CRC BAR •5'oc (DIY. 3 SHEET A-U (DIY.3 5153E1 A-14 (6)4 - CONE (DN.3 A-U SOLID SUBS - --TE SEE DETAIL - -> - FOR FOOTNG ORAN (0111.2 SHEET A -U 553 W/ 27078316' SGL STEEL PLATE WLGSERS • 4`-0' OL. (DN. 3 S1NEET A -U EXCEPT AS NOTED ON SEARWALL SCHEDULE, MA1 WEED_ (21'4 BAR • TOP 03300- DAMP FROCRNG l D11 ST AU 4.IGHTLNE HORL •4 BAR 4• -0• • 9•oc (DM 3.SEET. A -U DAMP FROCRNG (DK l SHIT AU m TK#RNE •4 VERT. BAR •S' . 1111 (01 5OF WALL (DIV. 35HEET A -U _,TOP CFJ BAR 5 VERT-1 BAR GR 60. 5'oc Tvz .101E SOG. MST BEN (DIV 35FEER 4-5 NOTE PLACE PRIOR TO Py4, BACKFLL CF WALL •4 HORL BAR • B a (DIV. 3 SHEET A-U 0 (a).4 BAR c. (DM 3 BEET A-1/ SOLD SUBSTRATE R85H GRADE FOUNDATION DETAIL 3 /4=t-0' 3/4 =(-0r FN5HGRADE OP CF SLAB TOP CF - -� 2 - I . S IF NTS 152' CLEAR 5/82x19' A8. WI 2550/16' 512 STEEL PLATE WASHERS • 4• - O.C. (DIV.3 SHEET A -I) EXCEPT AS NOTED ON SHEAR WALL SCHEDULE 7• MIN. EMBED. (2) 4 BAR • TOP •4 VERT. BAR B U' oc, PAL HEIGHT CF WALL (010 3 SHEET A-I) 0.4M' FROMM l DN 1 5HT AI) •4 HORZ BAR • 10 . . OVERLAP (MW (DIV.3 SHEET A -U QJ� TGHTLNE V+^+ (5)'4 BAR CONT. (451. SHEET A -U SEE DETAIL 91180 FOR FOOTNG DRAN CONSTRICTION (D1.2 SHEET A -U SOLID 5455TRATE 4' CONC. SLAB OVER 4• ROCK OVER VAPOR BARRI. SWAM' AB. W/ 2507016' 50. STEEL PLATE WASHERS • 4' -0' O.C. (DIV. 3 5FEET A -U OICEFT AS NOTED CN SEAWALL SCHEME l• MN EMBED.. (2) 4 BAR • TOP •4 VERT. BAR •U' oc, FULL HEIGHT OF WALL (DN 3 SHEET A-U 5 VERT. J BAR GR60 B' oc (DM3 SHEET A -U DAMP W3)CFFG (DN l SHIT AUTo HDRL BAR • 5'x r- 6 OVERLAP (•N/ (D1.3 S1BET A-U 0054718E •4 HORZBAR 2'- 0'•16, (DN.3 SHEET A -U SEE DETAIL 3P60 FOR DRAIN CCN5114 8TION 12 SHEET A -U A -U TE 5/82x5' AB WV 27070/16' 512 STEEL HATE =WENS • 4'-0' OL. (DM 3 SHAT A4/ EXCEPT AS NOTED DI SEAFHl4LL 531401.E T MN Ef'BED- CV et BAR • Foe .4 VERS. BAR M -0,W •Q' oc (DIV 3 SHEET A -U PERT J BAR .60.6' oc (DK.3 SHEET A-U DAMP MOOR.( DN_TSHT AU L 4 NCRL BAR • S. oc r6. OVERLAP (MW (DM 3 SHEET A-U HCRZ BAR 3'-O'• Q' cc (DN.3 SHEET A-U FOO514E 014751911180FOR 54 Tl0 DRAN 81445 318031 (DN_ 2 SHEET A -U - (b) 4 BAR 881111 (DM 3 SEE, A -U SOLD SUBSTRATE CONC. SLAB OIB24' ROCK OVER VAPOR BRRRTOR 5)321.5• AB UI/ 270'JONs58 STEEL PLATE 545400 . -0 . '-0 OL. MI 3 SHEET A42432EPT AS NOTED T1 SEI lLL CN scHEDILe l' r11a gip. (2)4 BAS 1'311 .�3NA VTRT. BAR• 5' ac, - 8.1 OF WALL (DIV. 1 " TA -U 5 VERT. J BAR GR60 • 5' x 108. SHEET A -U HORZ B oc (DTV. SHEET T 4-S A -U DAMP PROCF56 (DIV. l 514T AU 4 HCRZ.3 -0 10` oc N.3 SHEET A -U 501-0 SUBSTRATE SEE DETAIL 9/1180 FORE - 4' CON_ SLAB OVER 4 FOOTING DRAM CONSTRl`ETION 3' -4' 10 r -10' OVER VAPOR BAg21OR (DIV 2 SHEETA-U r. DETAIL l 0_l�iw•_rX 03300-05 \ I / /4=f - FOORYz NOT.SI.DE N THIS 00 . .- 71 -. 1 0 1. ...s SP HOR2ONTALLT. TOP OF SLAB T O STOP O= J BAR 03300 -07 FOUNDATION DETAIL F - DOE5 NOT SLIDE N 1415 ccwom 81445 0134 FOOTNG 51400 HORIZONTALLY TOP CF SLAB VENIQLAR SURCJIARSE / 1 _ 4 . 5 .. 2 FOUNDATION DETAIL 01 ..: 1 -1j,0 111 yrs.. AB. W/ 2'5'X3/16. g STEEL PLATE WASHERS • 4 -0 OL pN. SEET A - U EXCt3•(AS NOTED ON 51, EiRwaLL SRH7ILE l' MN EMBED. l21 •4 BAR . TOP •4 14C.Z BAR S' O.C_ 11,. OVERLAP (DIV. 3 SHEET A, 4 VERT.J BAR B OL.� 10 (DIY. 3 SHEET A -U TIGHTLIPE DN'PPROGFNG (5111.1 a 4 -2 SEE DETAIL 9,80 FOR 10/44105 DRAIN CONOTR."-TI31 1 pN 2 SHEET 4-U SOLID SUBSTRATE (31.4 BAR CONT. (DI, 3 5 4 -I) 03300 - 01 TOP CF BAR 3/4=f -0' 1R CLEA I in' CLEAR Ni FOUNDATION DETAIL aor •4 HCRL BAR •ir (DM 3 SHEET A-U TOP CF BAR FOUNDATION DETAIL TOP CF J BAR (6) (DN.3 SCUD - 1 11i�.T�_ao a s UNDATION DETAIL FOUNDATION DETAIL . 1 : 112 6x10 48. W/ 2705:345. SLL STEEL.Re%TE WASHERS • 4' -0' OL. (p1V MIN. NOTED RI 1' MN EMBED. (2) 4 BAR • TOP 4 HORIZ BAR 10' pt_ 1`-6• OVERLAP (DIVp.3 A -U •4 VERT: J BAR Ib O.C. • y - ��� 5 (DIV. 3 A -U TI NE M1PPROOFN8 (DIV. 1 54414811 A-U � N E CONSTRUCTION � ` qq �� �� pN. 2 SEET A -U SOLID5U851R4TE (3) 4 54.15CONT. (DIV. 3 SFT A-I) (5)•4 BAR CDIT (2) AT TOF (DIV.3 5..r A -I) (21.1 BAR . TOP 14 A -I) EXCEPT. EMBED 121:43AR TOP 7 ( HEIGHT L 08• - (DIV.3 SI 5ET A -l) 4 VERT. J BAR•8'oc (DIV.3 54, A -U DIV . S iEET A - -- 0.111 ' 33 0FING ( Div l BIT AU TIGHTLNF SOLID SU8500TE.. SEE DETAIL 5050 FOR OOTRG DRAM ( CONSTRUCTION NEET A -) 03300-)3 STEEL V8. W/ 2')07(3/16` 518 O.C. (DN SHER5 • 4' -0' 45 NOTE,36, S 1,/,L, CEPT • F 1' MN EMBED. HEIGHT B'� • U' O FULL (DIV 3 S4EETA -U IVERT. BAR (D • 6' oc `S LEET A -U 1114IV74ET A-U5, oc 544 -F P R008051 DIV 1 6141 Al) TIGHTLINF. 4 T 10 OC (DIY 3 - -�� -- 6430,4)(4.. I ` (PM CC" (3) AT (451.3 54,. A -I1 SOLID 6 514E DET4IL 9115..4 ( )DOTU 2 J5 n� D� 834 �aET A -I) �zOvJZ (7 �n0�0 z SHEET 04 Lo TITLE JOB NO. ' 8.0 FREFABR1CATED WALL DRAINAGE PANEL MICRADRAN GIRSN OR EGUAL W) &RO LATED WWII. OR D GOVAN CF FEA GRAVEL FABRIC - MAR 500X OR ECU AL 4 HOF. BAR I0' OL- F-b• COINER OVERLAP (DIY. 3 SLEET A -U •4 vERT. J BAR 16 ALTERNATE BENDS (DIV 3 SLEET A-U 3/4=f-0' ® sffE RETAINING WALL arc r-0r FOOTDGSMAT BE PLACED ON STRUCTURAL FILL SITE RETAINING WALL ( SITE_RETAINING WALL (2)•4 BAR •TOP •4 HCRIL BAR H0' OL, I' -6• CORER OVERLAP (Div. 3 SHEET A -11 •4 vERT. BAR 10' O.C, RILL HEIGHT CF WALL •6 vERT. J BAR 5' O.C. (Div. 3 SHEET A -U ' otr7 . J BAR IO. OL. (pN. 3 SHEET A -U DATPPRO)FPG (Div.l SHEET A -U SEE DETAIL 9P10 FOR FOOTNG DR4N CONSTRUCTION (Div. 2 SHEET A -I) SOLD SUBSTRATE OD 4 BAR CONT. (DN. 3 SHEET 4-I) •!�'- �';��Il, (2)•4 BAR •TOP � •4 HORIL BAR I0' 0.0 1' -6 GORIER OV - -�' - saki^ OVERLAP (DN. 3 SHEET A -U -•_ ` 4 VERT. BAR I6' OL, RILL `'!" IEGHT OF WALL •4 NERTJ BAR EV OL. (DM 3 SLEET A•U 4 vERT. J BAR IB• OL. (DM 3 BEET A -U DAIPPR•CFNG (DM l SHEET A -IL SEE DETAIL 9)P3.0 FOR FOOTING DRAM CONSTRICTION (IN 2 SLEET A -U SOLD SUBSTRATE N • 4 BAR CC T. (DIV. 3 SLEET A -U 0) 4 BAR •TOP 4 MGR. EAR D• OL- -6• CORER O1EZAP (DIV 3 SHEET A -U CENTER N WALL .41/ERE. J BAR R OL, CENTER N WALL L vERT J BAR 16 (DN.3 SLEET A -U DANPP PG (DM l SH P, A -U SEE DEFAL 9/PB.0 FOR FOORNG DRAIN CONSTRICTION (DIV 2 SHEET A -U SOLD SUBSTRATE (4) 4 BAR CO. (DM 3 SHEET A -U FINISHED GRADE io /d I SITE RETAINING WALL 3/44-0' 3/4 =f-0r GRADE 3/44-0' GRADE 1 U• r !! = 4 - �1i�il ylir SITE RETAINING WALL SITE RETAINING WALL SITE RETAINING WALL 0) •4 BAR • TOP •4 DORM BAR TOOL, I`-6' CORER OVERLAP (DM 3 SHEET A -I) •4 vERT. J BAR 1, OL, ALTERNATE BENDS (DIY- 3 SLEET A -U ALPPROOFNG (DIV l GREET A -U SEE DETAIL 9)P3ID FOR FOOTING DRAM CGtiBIRC' TILT+' (DI, 2 SET A-U SOLID SUBSTRATE (3) •4 BAR CANT. (DIV. 3 SHEET A -1) 0).4 BAR • TOP •d HORIZ BAR 4 OC, I' -6• CORER OVERLAP (DN. 3 SLEET A -U •4 vERT. J BAR K• OL, ALTERNATE BENDS (DM 3 SLEET A -U •4 HORN. BAR 2' -0` • H6' ad (DM 3 SLEET A -I) DAMPPROOFING (DIV l SHEET 4 -0 SEE DETAIL 9/P3D FOR FOOT. DRAIN CONSTRUCTION (DM 2 SLEET A -U SOLD SUBSTRATE (4) •4 BAR CONT. (DIV 3 SHEET A -U ---- •4 NOR/. BAR 3' -0' s 16' oc / (Div.3 SHEET A -U DAMFPROOFIHG (Div. l SHEET A -I1 SOLD SUBSTRATE (4) •4 BAR CONT. (DIV. 3 SHEET A -U PERMIT CENTER •4 FD!RZ. BAR 3' -0' • K• oc SHEET A -U DAMPPROCFPG (Div. l SHEET A -I) SOLD SUBSTRATE (4) 4 BAR CONE. (DIV. 3 SHEET 4 -U =Tee -L (2)•4 BAR •TOP •4 HORR BAR D' 0.C, 1' -6• CORER OVERLAP (DN. 3 SHEET A -U •4 vERT. J BAR I6 OL, ALTERNATE BENDS (Div. 3 SHEET A -U SEE DETAIL 911.130 FOR FOOTNG DRAM CONSTRICTION (DIV 2 SHEET A -U CITY OF TUKWILA (2) .4 BAR •TOP 4 HORIZ. BAR B or, ) -6• CORER OVERLAP (DIV. 3 SHEET A -U •4 VERT. J BAR 16 O.C.. ALTERNATE BENDS (DIV 3 SHEET A -I) SEE DETAIL 9/P8.0 FOR FOOTING DRAM CONSTRICTION (DN. 2 SHEET A -U SITE RETAINING WALL 3/4=T-0' (4).4 BAR CONT. (DN. 3 SWEET A -I) P EFA3RCATB, WAIL DRAW. PANEL t1CRADRAN G10. OR EQUAL UV GRANLATED BACIff)LL OR TY COLlI'N OF PEA GRAVEL FABRIC - MEWS 500X OR ELWAL Q)•4 BAR • TOP S4 � 51, 4 NORM BAR i0 P -6' CORER OvER AP (DN. 3 SHEET A -U 4 VERT. J BAR 16' OL. ALTERNATE BENDS (DM 3SHEET A -I) FABRIC - MIRAFI 5004 OR EQUAL 4485HED 1/8• MATERIAL 2 -0` TUN. OVER FOOT. DRAIN 4•• RIGID FE ORATED PI 4% MN SLOPE, TIRE JOB ND. SHEET I P8.1 CD W I— I �V CO VJ `"! w co W M CC F- W I 0 0 98013 SHEET I JOB NO.:. 980 Kapp ler Architects , P • S 14311 SE 16th ST, . Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJAR DIN Date By Desc tion V l ,. .t:R P MN MI NM 1111111 FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT MI NM NM 2c4 N : \MASTERS \XI:El:TROT() 09..29.•1998 1111:07 Shieet LL Work.:31.ation Ica 3/4 E " • MEIN MN 111111EINIMII=1111' II I M 411MIIINw ...117 _ea II Iv A ii 7,111111111111111. livArimumw rim I mmtnummor murAmmur ilVATAumnimr rmiumr MTATammw 11/417■1111•11 I" //1//1 I I PLANTER f1) STEP PER GRADE I I I I 1_ I I I I I I a rti z '41 L \ V.,..':1 1 : ■• ;, it mouynala 1,14011d 40 "ACO1T U7UIYE3Y7 5' WALK/ NTOITYEASEAIENT CR 1?. - -, 4 "R/OG /D PERFOARTED P/PE SEE WALL D£TA/LS 20' Fultz. 1.177LOY/ PEOES7RYAN EASEFIEVT .. 5' UAL /TY EASEMENT DRAIN 0 AT BASE OE OAVUGHTED SPALL 77E INTO CATCH BASIN IX 15" OX/P / AY IX ROWSOE 16$37 DITCH CO FED 02'6" OF 2" 70 4 SPALC � CB 42 ' W RA "B ORA/A/ OUTLET AT BASF OF WALL SPALL SPLASH BLOCKS 42:779 LYrP ARCH '-` - - - - TRACT "A" 10 RYAIE SEWER E9/T P5C31liWI AND PIW UMW EA.SEWV7 10 /RVAIE D9RAN,1EEE917 10 PR/100 ORAINACE ES117 1 21=11 I 6 1 15HLYAlEDRAVA, AM .471E4 E917 R /DGED PERFORATED POPE DRAIN OUTLET AT BASE OF WALL D�A TNTiOUASRY 5' WALK/ GB -7 U771/TYEASEMENT 70' WALK /CURB UAL/TY EASEMENT I 7S/RYAN SEHF8 & ORAlNAGE£SNT 31 LX ROOKERY EX. GUY POLE IX COMIC )VALI NO7F AS-BUT /NFORMA77ON IS AS OF 9/30/99. MAIVHZE L/DS AND DIRA /NAGS ACCESS L /DS IN PAVEMENT ARE 41/ A7P. RIM ELEVAT/ONS MAY CHANCE .0/ti? f7NAL 1.017? at" ASPHALT PA LEMENT HAS BEEN APPLIED. WATER COURSE 26 > 5 0.3' �. 7 N� '' fF76E ( ,iz. c;;; 29 TYP /) 7 .94 73559 12 NE) 143.24 (12 13144 (36 NW)' 29A(TYP //) 74922 13172 (36 N) 13177 (36 SE) 30(T)P //) 144.61 14051 (OVERFLOW ELM, , 13481 (12 NW), 130.31 (8 NE OUT), 73196 (36 SE) WET VAULT A3 14006 (N ACCESS) 14253 (MIDDLE ACCESS) 14407 (5 ACCESS) 30A TYP 138.9 736 2 72 SW; 13672 (12 22 12173 11.961 (12 {Y),. 11955 (12 NE) 23 TE T A 144.52 138.77 12NE),13877 (12 SE), 21(TYP //) 73674 1297 72 SW 129.74(12E) 13124 ("8'5W) 7 1 W 20' PUBLIC O711/7Y/ PEOESIP /AN EASEMENT PP W/-_ LI/M /NA /RE PP W/ BASKE ,WALL HOOP EX ROCKERY EX ROCKERY CONC WALK COWL WA PLANTER BOX GRAVEL OR /VE CB RE 9332 /E 8974 (752 8894 (24 ) 5,00 CRA N N, N CONC OR /!E CRAVEL OR/, 1,77A OR% CRAVE ASP// OR /IE _G I6792N E.5.07/12'.i�l� E1648,02" / 2. ryl O EX CONC WALL I EX GUY POLE � I PLUGGED TO II SOUTHGATE PARK GAS EDGE' OF EC ASPHALT SIOF/L TR. T/ON SHALE SEED MIX REV PESLLE SE377.4:£ MERE RIED7VP AEADOf IZZYTAL ALECPVCID7tAr PRA E MS .L7 A7 BD APPLY DAS AIXR.IE AT A RA7E OF BD LBCq/AQer tom AA;Y7LWAL 9 AVE OR RMVVI ES OF NAME NE72AAD RAMS Well AS BULL RUSH (Si3690.'!S ALY/7LCS YAW= OR AIORA^.AA!°1O DEEFIN99*E ROSH (a(Cal WPACL6TS &WRY SEDSE MARC( 129WA'TA,l O4 077A.FRB AS RIVIANED BY DE QT: /RYA-9W PLANTS STASH AS CAME (77PRA L477LE144 ROD QWARY WASS (PNALARS AWAVIVACE44 AAD PLOPLFLalff37RF£ AYR R& SAL AAY17 WALL INT BE 1LSE9 110757 ANY QRGLf6TAMCES EDGE OF EX ASPHALT EAST SPEC /F /CA77ONS 91 85 Ck \ 7NEIONT A'PYABTY A'QFRiWA7CW 55 SO SO HOOF EX CAS LOCATE0 ; ON WEST EDGE OF RAPE-; VENT I EOOE OF EX ASPHALT L_ J ALL AORK SHALL RE /V COYFORMANCE M77/ WS DOT (ARM) STANDARD PLANS AND SPEC/1.417 MS EO4 ROW, BR.'027 AND MUNWPAL LOVS/WCROY AND pTY OF HAW, STORM DRAINALF STANDARDS CATCH RASA, SMALL BE TYPE 1 UNLESS 07710A171E" NOTED TYPE U CATCH BASKS .SMALL BE 54-1.1 Obi ALL TYPE // CA7LW SAWS SHALL PAYE LADDERS AND SAFETY S.P5 DRAINAGE P/PE SMALL BE POLYE7NYLENE SM0077/ WALL 0/JLF /O4 (N -12 BY ADS OR EQUAL) LASIESS O7HERMSE NOS PVC PIPE SHALL BE ASIA/ 0 -3034. SDR 35 CAP SHALL LE ALUL/WW, 76 GAUGE; UNLESS OTHERIVSF NO., CATCH BASIN /NESTS SHALL BE VANED GRATES 01771 IHRU -CURB /PAVE FOR NER77CAL CURBS (SEE KU✓C COUNTY DWG NO 2 -01/ SHT C -18) OR ROLLED CURB /RAKE AND 6RA7E (2E K /NG ax/NTY OWG NO. 2 -020, SHT C -7B), AS APPROPR /ATE CURB /FAME AND ORATE ( E K /NO COUNTY DWG NO. 2 -020 SNT C -102 AS APPROPR /ATE 21521 E21511 CB CS 44 P Rr \ \ \ \,\ \ >5 ° SO \\ \ 4 \\ \ \ EDGE OF EX ASPHALT . \ \\ \ (ABANDONED) \ \ \\ 1� L 0 20 EDGE OF EX ASPHALT (ABANDONED) NORTH GRAPHIC SCALE E l ROADSIDE DITCH NOTE' THE FOLLOW7NC CBS ARE ACCESS OR ✓UNC770N STRUCTURES, NOT /MEETS, AND HAVE SOLID COVERS: 5, 16 18A, 786 244 29, 29A, 30 40 40A, 42 46. CATCH BASIN DATA (ALONG a OF S 757771 PLACE OFFSE7S ARE 70 FACE O' (.YAPS ANSPE LYA99S ARE PRAT.) - -dS2 MUM 13467TELEv I 22238 21935 (5 2 218.48 21548 (8 ° N,S) 3 21200 21067 (8 75), 27052 (87v) 4 20475 20010 (8 20005 (R5) 5 18613 181.22 (8 5 S), 18113 (12 /WV, 18102 (12 NE) 6 18269 .18609 (12 7 17477 17173 (12 17166 (727vE) 8 17443 17140 (8 9 17463 171.72 (8 10 18896 18354 (12Z) 17 78070 77579 (12 5 4) 77569 (1< SE) 12 179.30 17541 (12 17533 (12NW,SW) 13 188.38 78442 (72 14 18320 17684 (72 SE,NE) 15 17785 . 17411 (121ev) 17409 0-2750 16 17681 17355 (1721/41, 17336 (12NE) 17 17455 17050 (8 SE) 18 174_97 77004 (/OVERFLOW EZE74 (7000 (8NW_ 167.89(8 76067(36 /K;SV SE),76067(8 01/. 18A 17545 16645 (6 765.65 (1271) 16065 (36 NWSENE) 16054(87VE ()UV 185 176.95 17524 (12 SW), 76065 (36 B74 (12 7 - // REMOVE ' 31A 154.90 152.80 (12 NE) 315 15355 151.80 (72 31C(TYPE //) 15600 750.0(12 ° ) 748.5 (72 EX /SITNG) 32 151.62 14749 (12'E1I9 23 14869 14574 (12 14,564 (12W) 34 15033 14531 (/2 EW) 35 74345 C5135 RIM 36 176.53 77374 (12 37 766.58 (127/), 16631 (12-#2. 16626 (12 E) 3 7 A 171.21 1 6 8 .10 (12 38 159.97 15737 (72 IV), 15727(12W) 39 152.65 14939 (12 SW), 14914 (12 NW) 40 75267 15043 (OVEREZOW ELEV) 14093 OWE OUT). I xX 14082 (36 SESW) 1 C' 4OA 15310 148.60 (72 8 141.45 (36 - SW), \ 7 \ 14135 (36 NW) 1 \ 41 151.72 14868 (8 SW) \ , I 420 /J 146.59 139.85 (12W), 13977 (8 13375 (8 SW) \ \ \ 738.07 (35N) lJ£T 43(TYP //) 10626 105.15 (72 S) 10.300 (15 SE) 10291 (15N) \ ` V ,y A O O L 1 \ 44 22064 21785 (W) ■ 45 169.71 16612 (8 SW) \ CYLOI\ I 46 73006 12817 (15 SE), 72305 (1571/W) /E 14550 E 141.36 (12 S) `\ E74L37(12"MJ I t thoBA RA' -- �Icu SO 00 S. 0 13777/ STREET 8 SO 12 - /NCH !.Y/L LEPT (aATCH LX BYNT.R7S) 12 SO EDGE OF EX ASPHALT WATER COURSE I __P±RES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY 5" 07K/7Y EA971ENT WIRY ESYT 18PRIYA)E SE.? ES/1T 10' VDVTY EASt71ENT 5 U17L/TY 15'EAYA7EGPAB4EF AAV 5E7E4 EMT 15'PR/YAIE,SEHER @' DRAH✓A6EESM/T 1110 013E7 TRACT "A' / N \ \ N \ N SOUTHGATE PARK SPEC /fC472i7NS KEYS7LWE MALL EX SAN MH 0-30 RE 18Z7 /E 1816 ALL 11DAW SIA4LL LZe' AV O1Wa9VANLE #D1 N!S GMT (APIA) STAADAI@7 PYNYS AND SPiriF1CAllehS ADP ka' Aq BMOC AAA I/LW PAL GOWN/CYAN d7Y OF 710(101.4 PISMO MOM SENT all SIRGCIAaV AND DEYEOPMSVT STAAMANDS AND t 14E MIE7P 1:4571007 STAAVAN9 S°f 'ANL S MA/YYCYES SVALL LE 48-/N71 DIA4 771% TYPE 1 MIN/ ECCDY1RC COVES fie azuwav M7 QYT OF 71E MSER ALYZE 71E Liam S'MI LE 24 ASS /NGYUDAW^ FRAME AM COMM LE4SE SEC1,Th' SVALL C.IaVTAAV A PRO GaVLWE7F LYlAILAY2 07M07 CLASS 571942?7ED PLAS7C LeVO? BY L7/ LAY 9P L 1D Off EWAL ALL MAA S ALL LE CNAMME[ED 10 7.5E CROW OF RE SAS OE AVWRT OF OE LY'W SEifdP SHALL LE A 4 1 IF al FLFT MOW 71E 01C MIN 0V1474T LZEYA11ONS ALL MNYYCBES SMALL HAW LAGGEW AA° SAFF7Y S1EPS M -119, PIPE SJYALL L'L' inc AMY/ D-3034 MA 35 EDGE Cr EX ASPHALT NOTE. AS-BL//LT /NFORMA170N /S AS OF 9/30/99. MANHOLE L /DS /N PA1/EMENT ARE /N A1P R/M ELEVA71ONS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PA117,1ENT HAS BEEN APPL /ED. EX. SAN MH /9 -31 RE 2084 /E 2022 (8" N, S e5• M) EX SAN MN /9 -32 RE 2377 /E 2301 T)J444)1.1 LX SAN M/1 /10-12 RE 1046 /E 7L090 / SJ EX ROCAERY /E 700.21 (8' OUT N) EX CC AC MALL NOTE .S£E 9Y13' C - -15 . C -16 Fa? APYrZES NORTH GRAPHIC SCALE EDGE OF EX. ASPHALT (ABANDONED) P /PE DATA MH NO j /MH NO. S /OPF > 2 955% 2 EX 7271% 3 4 6.51% 4 5 1.94% 5 6 173% 6 7 267% 7 11 1030r 8 19 T035% 19 9 884% 9 10 535% 10 71 17.98% 11 12 14.95% 12 13 866% 13 14 529% 14 15 724% 15 18 7520% 16 77 545% 17 15 224% 18 EX 7446* 20 79 7513% CO (LOT 32 20 1229, IA1ER COURSE r� wATER COURSE t 1 RAY /MANHOLE OATH EX. SAN NH /10-31 �E 146.1 - 3 - 137STREET /E 1341 (8' /N) /E 1338 (8 0111) EX SAN MH /10-32 RE 149.86 /E 14211(8 w) /E 141.45 (8 /E 141.35 (8" E) EDGE OF EX ASPHALT EX SAN NH /70-33 Mg NO R/M ELEV /NVERT ELEV 1 17692 77165 2 165.99 15977 15935 3 1: • 18141 4 83.30' 17304 17287 5 77909 77129' 17119 s 17758 16963 16953 7 17479 16696 16672 8 18993 78120 9 17&70 17042 17013 10 17227 16372 16342 11 16867 15922 (FROM MH 7f 15922 (PROW 615 10) 15572 (OW) 72 15793 14790 74745 13 753.45 14295 14265 4 14468 13548 13518 75 136.60 13190 (FROM MH 14) 13177 (FROM MH 17) 13141 (00 11 16 153.38 746.73 17 7'O. 13547 13532 18. 12090 11150 71095 19 15609 17563 (FROM NH 20) 17554 (FROM MH 8) 17514 (0L1T) 19758 RAY 1 EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN !! DEVELOPMENT COMPANY CI imvsmnavj Amu 1- rSOWNASSAH ID025L TAI 1.1 ev NISSAN NW L1r .KNITR7 AIAIVTAW ONSET LF FRO/ C 31 32 33 34 NOM 8EFIECr Ar/)E1PV. W MAX OF 25 ASR ..VWT AS AETLED 7V LOICf7F MM7BWAN AS A1GW17ED ON PLANS 39 40 5' NALA/1/771/1YEA T iYA COU'SE S 7371?' S1 ' f - 8; 4:751.ID (MVxAllj G 1 -B' 1t5' 'R7M7(IVX -B'x ix 4 E81A:ER(MVX1 L3YSECTEX 6' N /Mwa' N TM CF 147BP LAE 8 f - 8 45 'BON PA X AVJ OWNER" SOWS 1EYI.L Aft PRV STAIAW (. 6. F 9VT C-14 ti 4 STANDARD NOTES AEILECT MERMAN AS ATOM 29UAX ff7P1.7f1? I - 8; 45' LSD 03 At(J 1- 8'x6' IS fl,1 1 - 8'G4E ma£(IVxRJ 1 - 8"6411 MILIE(WA ANJ CSVPSE ROWS 1- B'x6'ET (AV x 1 1 - 6' 61z MICM'(n x f(j REARM EL 'NAM NO A67411 AEWNW R�INID'.. CLAICR<7FLlOCARC 18 REFER 7D MD 1125 COS9/71OILS ASV STAADAR7Sy AAD 70 WE WY OIL 7Z/YAIYA STAADARD SEGYFAC477DNS FOR ALL REI/ALN/NC NOTES AND DETA/LS 1- B'x6'$F(IHxfl) 1 - 6'647E MEIN x 441 1 -8'NAE 2 6Ldi634Z PS? ID 1125 REZ 4 1- WNW TASS INY(184'A'L!) (S r<EiNfNM. -7 ) COMFIER ROWE 7. APPRO.CdVAS LOC477046 O° EXISTING U171171ES HAW BEAN QRT. V FROMAVALAME RECOMS AND AM SNOW / Y CSAENAWLE WE COIY1MAC?ZIR .9VALL BE E FZW If7RA9Ci /770NO-LOCA770N SHOW AND FOR DSCONRY OFPO4`9BEADt'1XAVAC 7/71L11ESNOT SHORN SO AS 7V AIYMD DAMAGE O4 .55714WAANCE CaV7RAC1OR S7VALL SAVTACT 17'1 1177/377ES ONDOACROLND LOICADON C9/717? (1-800-424-5555) PNOR 10 Ca11571MCDOW. WE OMEiR OR SS REANNENTARIE SHALL DE COVLAC ED IF A UNITY CaiR C'T DOS7S 2 OYW77RAC7OW SHALL NO771Y L/57RKT EM WAFR A .41/MMIA!( OF 48 MOM'S AV AOVAAa Ole ALL RR:X*37S FOR SMARM 7E377A4a LW WSPEC77S1 i CONTRACTOR LS RESP S SINE FOR CON7ROL AT WE OF STM7A2 4. CONTRACTOR .57/ALL FLOW/ shoo MAIMS FOR APPROVAL NNW Reams; BY ME PETAL SPESFIC477 %S AND FZW VAR4ROY FROM NE EMBER'S' AE91A1C 5 CQN77RACFO7 S%/ALL INSTALL ELX//°MENT .BV AC ORDAACE Nll/ AAMFAC7LAER3' RECOMMADA1A5W5 MD 1125 S7°E0f' A/OKS AND 0'TY OF WAWA STAAOAAVS COV7RACTO4 SHALL FL W/S 1 ALL MA7ER/ALS 7. ALL MAIERNAW APE SHAU BE DUC7LE NON aA55 52 PUSH -LW .MART OR MCl/AMC& ..t.YNT, LEI/ENT-14159 (ANSY A21.4f, EXSIAW 074)E9 N)f( COAL TAR PARS S% AKSTALLATAaV 7D BE AV ACCOAVAM E NTH NAA/FACTLWER"S RECOIOADA710115 ALL F777PIGS SHALL BE CAST NOV AAD SHALL CY21fZl o TO APPLAC4BE PCD77CWS OF ANS STAAVAIM A2134 A21.11, 8/8.2 B16.4 AAD A21.55 N771 A ARV/MNWV A ESSINA /6474%' Of PS AAD MILL BE OEAMOVT -LA 8 ALL OAM W( W5 70 BE MUELLER. ALL H)ZWAN1S 7V BE M8/ET.LOA 9. C./T- -MKS AAD L/ f TAPS 70 BE MALE BY GOV)RACT R MD 1125 SLPONV7EMA'7VT, OWNVEST AAD OTY O- iZ YMEA 46FECTOR MUST BE hODTAED 48 how s MV AOVAMr 7L CAST NON mezobwom .XiNT SrE£I£ OZV/PUAI;S ADD. fl. TAPANG .2M - 143' 57/ALL BE DUELLER CAST NM MaV EPDXY COATED STEEL, a9 ROVAC SST NTH STAW1E S sam FLANGE 12 CON7RAC/O4 /S RESEMBLE FO4 HBAF1A17G AU 0577116 PPE TYPES AAD SLR 'DR Cif CCNWEC7iONS as-h AND LAE TAPS 73 3 1/2 FOOT MIMMUN COWS? OI.ER ALL 11141ERMAW APES 14 DEMEZO°ER 7t7 PAY FOR STALE GLVW7Y AND CITY AVSFEC770W FEES 15 ALL ANTER LOC.4771MN5 1V BE (•GLi4A9G4)ED ND/ N17E4 D.5 1725 .SL6SW7EAVINT. 18 ALL £5577N6 FIRE HYDYRAN7Y AAD MANS W BE OPERA7S WA AMOR T COMENCBROVT CLW.57RUC770M! 17. NO CYAMFS ARE 7V Er MALE SNOUT MRYTIDV APPROVAL BY THE MD 1125 V71i D- ENT OR D1STACT ENGINEER AND THE GYFY A' TUKMBA PURL' MOMS SWATS: lSt PROM 3/4' MAWS LAY- AND TAP CLNN/ECDOVS FOR FAO,' E78Sl Z7 7-M A'7ER. 2e2 AGAR.//"/ ALLOIYABLE OPEN TRENCH SHALL BE 80#227: 21. STOCK PILES SHALL BE O176f7PE2 171A4'W^ AU PTR.LOS OF AREcIP /TAROK 22 41 0011 PROClWW OZMPACROV AND 41175771PE CYW77PZY TEST RECURS/ 4W OX?ES OF TEST REPD47S S74514777E9 777 71(E LKS77PACT ENAHEDR. ALL cOMPAC776W 17(7(611-/? PAWD .4 7RAFF/C AREAS SHALL BE 95T MAMMA, DENJWTY NOD/ ED PROMS? PER AS711 D -1557. A& OOH 7R AREAS 7D BE .90 MANNA( DIEN5Y1Y A/LDA7E77 Al RGC 21 ALL VAL /f'Sy FIRE H)DRAN15 AAO STRWLl'S' 1V 7HE M M? STOP TO BE MNCYOYAED AS PART OF ALL PALWGWE AND PURITY 1ES1S AO EXCEPRONS 24 7RAf7K' OGW7R(X S7NALL BE AV ACCORDANCE NTH WY OF IUKMKA REDS/ABYSM 25 ALL APE AAD APPURMVANCES 70 BE TESTED 717 NNW 10 fZFT OF ANY CCWNECNON ?GYMS UNLESS OIf1ER# APPAOWD BYENCARDe. 26. COYpYE7F 7NRL6T BLO AI, W SHALL BE PROWLED AT ALL &7 2t TEES ARIES OR 077MER APPUR7ENAA4i''S SASE* /N7ERNAL FaPLES RESORE RESTRAINT. BLOCKING 27ALL RE dV .4CV WDANI.F N771 MD ,125 STANDARDS 2Z THE IESAAG RAD OLANFECROY OF THE 10147ER SYS7EV SMALL BE 1117NESSE9 BY MD 1725 AU RE DYED HYDRANTS SMALL BE DE1J ERR 7D ME 11147E4 ASWET YARD BY 7AE CaV7RACRM 1 - B'x4'lET CONVECT EX 4 1P 717 NEW 6' N - 4; 45' NWT MANS REZOCA E EX 4' VAL I4- mGE t3< CONCRETE - ' w is EX. ASPHALT w (0P 1 - B'x6'lEF(Y✓XPL) 1 - 6' 547F VAL!f RE O/f EX MD AMP "STALL NEW NM 5007117 MLR' 157 RLN) COACPRIE B.00A7NS I - 6 225' BEM PA/ x CpIpRf7FROAM I'T S CONCRETE OR /! , _____z - CONCRETE WALL �CONCR WALK CONCRETE STEPS CONCRETE DR/ RSZD/EEX 1190 COMMIX 6' M 19/1t7 8 -' 6' CAE HOE IVJ 1- MA4ANTA5 'Y(Ai5'ACAJ GRAPHIC SCALE -1 1 0 20 40 80 7" - 40" EX HYO ; c1ib 4 NORTH EDGE OF EX ASPHALT EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY Q 1 9 nn C -13 NIIIIRIMMWENWIRMIIIIIIIMENNI relliWir' u>��1 Iii • M i IF 11 . , 1 111 11 : 1 Iii h -„.....: . . : ,er 1 � p�ji■ ■�� ��»aa� ��iiiii iiiii�ili� �Iiii11 � , I�1.i U1i1 .�� I U1s 1111111i11 � i1w1 �� 11 1 iii{ 1 1 • 111111111 11•!1111■ Side Elevation W � flJD Rear Elevation Side Elevation Garage 18'5'X24 0° 1 001 DUJARDIN PLAN #1843A FOSTERVIEW ESTATES Storage Office 11'0'x9'9' Lower Floor Plan 0 32' -O" Kitchen Foyer • i� _ ❑ Dining 11'0'x10'0' Porch 19'6'x6'0' common useueuemo WORK ABBOCO MCUIBCI8 Family 144'x12'4' Iu m"1111; 111 Il Ite„ ry Living < 1 12'0'x11'0' Main Floor Plan MAIN FLOOR UPPER FLOOR BASEMENT TOTAL SQUARE FOOTAGE DRAWING INDEX GARAGE DECK / PATIO SQUARE FOOTAGE 15 MEASURED TO TIDE OUTSIDE FACE OF WALLS- STAIRS ARE COUNTED ONCE IN CALCULATIONS_ OPEN TO BELOIU SPACES AND G-ARAA.5 ARE NOT INCLUDED IN CALCULATIONS_ 835 sF Al. CODE NOTES 854 SF A2.1 FOUNDATION & 162 sF LOWER FLOOR PLAN 1849 sF A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN 637 SF A4. UPPER FLOOR FRAMING 192 SF A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE 1'iT1f I I I - iil 1 1 r ti'f -. ' 111 !! ' `.. Bdrm. #2 13'11'x11'0' Upper Floor Plan JOB NO. TFLE BASE PLN B200-073 SHEET I COVER SHEET 9908323 9908123 1 a is If 411 O ill �l�C• 9 11; aR�_? 6N �P � 55 W " „p}, o�PB a A�7��-�XF m0A 1IQi �n ;a ' Q 1 it [1; 11.1001 iolvi 0 I [rpm ,-. 3 - i6li E if M. 1 iii, $6 € A $ E fisr pi a ii qi I i i i q d '144! p p 111111111 '-'i 1111 1 it 11 I ii g N ii ' its III illii 1 I II �1 11 1 I -t 111 ft al 1! i m s -� n U 4 S !4, 11 ilileiN 414 111 214 1114 00,001 P1 3 g W d w ; a d ~g 2 IiIijll IF g 1. I q4 a 1 1 k i a 11. r It !ilk t ;f °i s j k 5 41' al it §ffa I � z I 11 ' R I 1 $ Xi1i IP i tI al I w 10 ^y W N P Pa it loll h a gig! j itg I ti if i iIf lilt 1 a 1 1111 ff eg If a I r 5� H Fa I I ay P Al] L I SHEET I i ee i Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 - 5320 * Fax (425) 641 - 5318 STANDARD CODE NOTES Date BY Description , -____. '' ` " � N4 11I1 ' C ' ' \ JOHN KAP I+ Y _..._ _. " 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 r ® MI a is If 411 O ill �l�C• 9 11; aR�_? 6N �P � 55 W " „p}, o�PB a A�7��-�XF m0A 1IQi �n ;a ' Q 1 it [1; 11.1001 iolvi 0 I [rpm ,-. 3 - i6li E if M. 1 iii, $6 € A $ E fisr pi a ii qi I i i i q d '144! p p 111111111 '-'i 1111 1 it 11 I ii g N ii ' its III illii 1 I II �1 11 1 I -t 111 ft al 1! i m s -� n U 4 S !4, 11 ilileiN 414 111 214 1114 00,001 P1 3 g W d w ; a d ~g 2 IiIijll IF g 1. I q4 a 1 1 k i a 11. r It !ilk t ;f °i s j k 5 41' al it §ffa I � z I 11 ' R I 1 $ Xi1i IP i tI al I w 10 ^y W N P Pa it loll h a gig! j itg I ti if i iIf lilt 1 a 1 1111 ff eg If a I r 5� H Fa I I ay P x F1' -6 T2` 12' -512' � la pi ^ { J e -i` T FPI) ( P - tS ) o r ( P-EO ( ( P - n) I P -e. C I Garag Garage e GONG Storage CONC. R' -9 ( V!' ( P -2 ) -F= i & 1VI .a.X ,1 I D2/ t p 44 elII (FP -101 DETtRMINED r ( FP -3) r I I � I if 3'-9 U2' J 8D d' -S' 4-0 Office CARPET - 16 ei@OVND -DOER- W SI _ - - 16' -3' C i' !' .mow` 4-11/2 _ rI ' 2 1)1', 7 � , _ IC Apill DECK LRE ABOVE ( 5 12 STEP RANTER HOLD E%FB210R W j SLAB U2'IBELOW 6111 PLATE —1-0--I6) R" ' -3' Tt ( P -16 ) I 1 � T _ l 16,_9. 19' -6 12' 12' -5 U2' 32 , -0 . / CRAWL SPACE VENTS 1. CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150 = 0 SF OF VENT AREA REQUIRED 3. TYPICAL. VENT SIZE = 14,5,15 (155. EFFICIENCY) = 58 SF PER VENT NET AfgA 4. VENT AREA / 58 = 0 VENTS REQUIRED. 5. 0 VENTS SHOUN /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. S. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502).4.1 112' SYMBOLS AND LEGEND El FAN- DIENCT VENT TO OUTSIDE - SATI-IROOM5/LAUNDRY 50 CFM MIN. - KITCHEN 100 CR MIL -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER -100 CFM MIN. VTO T❑ THERMOSTAT ® 50' ABOVE FLOOR 0 110, SMOK` DETECTOR PER UBC UTTI -1 BATTERY BACKUP INTERCONNECTED 1 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 1516 SEE SHEET Al FURN A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR 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 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE • FOUNDATION /LOWER FLOOR PLAN 5cak 1/4' =I' -o' 1"»1 -1 I (� NOTE SUE SFECFIC RAMATIO'1 FLAN TO SE INCLUDED URN EACH LOT SFECFIC PERMIT PACKAGE (SEE SITE PLAN. FOR SITE SPECIFIC STAIR CONSTRL'TICN SEE SITE PLAN 4 SHEET D4. I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I ( FP -1 ) FP -2 ) FP -3 ) FP4) (FP -5) (Fp ( FP -1 FP -S ) ( FP -9 ) (I 0 (FP -12) ( FR -I3 (FP -14 (FP -IS) (FP -161 (FR -11 (FP-la) 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST l / OvER SUPPORT. SEE DIVISION 06100 SHEET A -1 ( FP-20 ) PROVIDE SOLO BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DI, 6 SHEET A -I ( FP -21 ) MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN IV BELOW SURROUNDING GRADE (FP -22) i. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION 5)-REt 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN SY MANUF. TRUSS PLAN 5140. IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A ' SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o _c_ U.N.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY_ S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 OF '2 LINO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MIN. IV xT FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MI, 12'xo FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL, TROWELED FINISH, W/ 6x6 UII.4xW1.4 SEE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DI, 3 SHEET A -I 6x6 POST ON CB66. I' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W/(4) •4 BAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DI, 1 SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 ® 16' or. UN.O. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE MIN I° CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I +x4 POST (SCAB POST AND BEAM WITS 2x4) ON 90 FELT ON MAT FOOTING UN.O_ PROVIDE 4x6 POST o BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING PER DETAIL 16/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (1) 2 1/2• SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DI, IS AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 015022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'Xl' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY OR 12• STRIP FOOTING PER DETAIL 16/DI 30,30,1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR i5` STRIP FOOTING PER DETAIL 16/DI. 36,36,12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY STUB STEEL 12' INTO SLAB ® 12'oc FLOOR JOIST SEE DIV. 6 SHEET A -I (FP -23) 3' DIAMETER STEEL POST (F -24 EDGE OF CONCRETE Q 5ti! SYMBOLS & LEGEND FONT LOAD FROM ABOVE POINT LOAD FROM ABOVE III/ LOADING POINT LOAD TRANSFERING DO. POINT LOAD TRANSFERING DOUN W/ LOADING rot L POINT LOAD. TRANSFEREE, BY KICKER Q 4'.P' HOLD DOUN WITS SIZE DESIGNATION l � / " VERTICAL STRAH SIZE DESIGNATION e TO BE USED ON P FL BELOW STxx - --- HORIZO^1TAL STRAP WITH SIZE DESIGNATION O INDfCATES BEAM CALCULATION WITH RmE��D NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE N WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS M 1�1 c JOB ND.. 9RJB323 BASE PLN 5200 -073 SHEET 1 A2: 1 9908323 MAIN FLOOR FRAMING PLAN Scala /4'•1' -0' 7 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I F -2 F -3 ( F - I F -B i F - 0 F T J F -S ( F -5 1 F -10 [ F -II l f F -12 I 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 PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 01000T.A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN S. ROOF FRAMING SPACING, 24' on. LINO. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. a ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN. S ALL HEADERS ARE 4x10 OF 2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND !2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.IS 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 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 514EET A -I FLOOR JOIST - SEE SCHEDULE SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE'. BLOCKING SEE. DIV_ 06100 SHEET 4 -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUAI BELOW JOISTS TOP OF BEAM S' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 206 OVERFR4MING +% 24' 00 2X6 CEILING JOISTS s 24' OC SYMBOLS & LEGEND 0 - POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING E POINT LOAD TRANSFERING DOWN 4 POINT LOAD TRANSFERING DOWNN W/ LOADING 0� 7 POINT LOAD TRANSFERED BY KICKER 4' HOLD DOWN WITH SIZE DESIGNATION VERTICAL STR WITH 01 DESIGNATION TO BE USED ON AP FLOOR STxx - --- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES " BE CALCULATION WITH INDEXED hJMB ER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1— WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS AT. NOT PROVIDED IN THESE DRAWINGS. z JOB NO 9908323 SHEET 99083'3 Co BASE PLN B200 -073 6' -5 I2' Kitchen VINYL U2' Patio GONG 6' -II 1/4' Covered Porch WOOD 11 -3' 4'40 V4' 3' - 11' BOX OIf FOR B ) P 2x6 9LYJ- RE - 111dN AIR EiR D!'N CLG ToBOROM OF STAIR >6 POST Landing / V2 GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL X OF GLAZING 1843 SF 22033 SF 11.8 X SF. IS CALCULATED USING THE REQUIRB ENT5 SET FORTH IN THE WASHINGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND H FAN -: DIRECT VENT TO OUTSIDE BATHROCT 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 GEM MIN. VTOS ® IU -IDLE HOU.aE Ex4AUST FAN CONNECTED A 24 HOUR TIMER - 100 CR 1 MIN„ VTO Q THERMOSTAT s 50' ABOVE FLOOR O` 110V SMOKE DETECTOR PER UBC WITH 8411001 BACKUP INTERCONNECTED cp 24 HOUR TIMER 10 WHOLE HOUSE FAN MECHANICAL, PLUMING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 1516 SEE SHEET AI FUR, A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR 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 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN Scale o 0 1 GENERAL PLAN NOTES FLOOR PLAN KEY NOTES ( P -I ( 0 -2 ) 0 -3 ) l 0 - 4 ) 0 -5 0 -5 ( -1 1 ( P -8 ) I -9 ) 1 P -10) l 0 - 11 0 -12 1 1 0 -13 ) 1 0 -14 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. SHEET 99083.2 ( 0-15 ( P -16 ) l 0 -11 ) ( P -IS I 36' GU4RDR413 PER 092 1 A 4T STAIRS 530054 UBC AT 5 3'0' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL I° CLEARANCE ALL 510E5 PER UBC SEE 01, 15 SHEET A -I PLANT SHELF l P -t9 ) 0 -20 € 0 -21 1 0 -22 ) 0 -23 ) L 5EE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY IINFORM4TION SEE DI, IT SHEET A -I 3. SEE BUILDING 51_5V4110N FOR WINDOW OPERATION SEE DI, 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. J OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' GEB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING_ WRAP 006T AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -1 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING 5EE. DIV. 010025. SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8' WIDTH MIN. V -0'. B. TREADS 10' MIN. DEPTH, RISERS S MAX. HT. C. HANDRAIL MI, 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 1/2 MIN. TO 2' MAX CRO55 SECTION DIMENSION AND 1 I/O MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S) E. COVE0 USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GNUS. (2) LAYERS .® CEILING AREA, F. INTERMEDIATE BALUSTERS 514ALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV. 01002.6 SHEET 4-1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS W1TH10 I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. 5111H10 STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3108 SEE DIV. 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS. ADJACENT TO TUESS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO' 10' ABOVE DRAIN INLETS. SEE DIV_ 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX RISER WITH 10' MIN. RAN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 15.24 CRAWL SPACE ACCESS INSULATE AND U.EATHER STRIP. SEE DIV. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS U.// 30' HEAD CLEARANCE INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE 4130VE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010025 514553 4 -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' GIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF 514EATHING. SEE 517E PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST UPPER AND LOWER LINEN 040105T5 SOFFIT AREA INTEGRATED MAKE UP AIR P -24 ) 2x6 STUDS W/ 0 -19 INSULATION MIN. TITLE (BASE PLN 8200 -073 02 0) 0) UPPER FLOOR /LOWER ROOF FRAMING PLAN Scab V4'•1' -0' F -$ J ALL FLOOR JOIST ARE II 11E TA 150's A 1E2 oc. SEE DI, 06100 STARE FRAMING HERE 2x6 Rm../ 2.4 C ILNG JETS I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I F -1 F -2 F -3 F -4 F -5 l F 6 l [ F -1 l l F - B l r F - 5 ) F -10 l F - 11 l -12 l F -13 F -14 ( F -15 I. SEE COVER 514EET 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 SHOLLN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN S. ROOF FRAMING- SPACING, 24' oc_ UNO_ E. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x, VERIFY. S_ ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9_ ALL HEADERS ARE 4x10 OF 2 UND. PROVIDE /1) TRIMMER STUD UP TO 4 SPAN AND 12) TRIMMER STUDS OVER 4' -0' UNO_ SEE DIV. 06.100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR I-1VAC DUCTING_ SEE DIV15 SHEET A -I RAKED PONY WALL ON TOP OF LOSER 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 SEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO SEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SWEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ SOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM S BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFR.AMING F 24' OC 2X5 CEILING JOISTS m 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED.BY KICKER V HOLD DOWN WITH SIZE DESIGNATION 1 ° J �� STRA-I IZE DESIGNATION Q TO BE VERTICAL USED ON P FLOOR WITS BELOW ST�oc _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH • INDEXED NUMBER L— EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 -- - WALL ABOVE k •• .,.,,,.,:a WALL BELOW NOTE= UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 9908323 TIn_E JOE NQ : 9908323 BASE PLN 8200 -073 SHEET A4 SYMBOLS AND LEGEND Q FAN- DIRECT VENT To OUTSIDE - BATHROOC'15/LAUNDRt 50 CFM MIN. - KITCHEN 100 CFI MIN. -WHOLE HOUSE FAN 100 CFM MIN VTO$ M WHOLE pouse EXHAUST FAN COMJECTED A 24 HOUR TIMER - 100 CFM MIN., VTO ❑T -n-E 1O5TAT a 50' ABOVE FLOOR Q How SMOKE DETECTOR PER UBC WOO BATTERY BACKUP INTERCOMEOTED (f ) 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A PROVIDE 6 DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR 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 5085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE 32'-0' UPPER FLOOR PLAN Scale V4•> I._0. I GENERAL PLAN NOTES P -I P -2 { P -3 ) P -4 1 P-5 ) P --I t P $ ) I P -9 ) -I0 I P -il ) I P -12 1 `P -13 1 P -141 P -5 ) P -16 P -R1 [ P -I9) I P -20 ) I P -21 P -22 ) 1 P_2 ) L SEE COVER SHEET FOR ALL GOVERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. it 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 REQUIRtntNTS CONCcRNING MECHANICAL, PLUMBING, AND ELECTRICAL I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY (I) LAYER 5/S' 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 13/8' 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 MIN. 3' -0'_ B. TREADS 10' MI, DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIDI 34' TO MAX 38' ABOvE TREAD NOSING. HANDRAIL I U2' MIN_ TO 2' MAX CROSS SECTION DIMENSION AND 11/2' MIN_ CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS). E. COvER USABLE SPACE UNDER STAIR Cl 5/8' TYPE 'X' GLIB. (2) LAYERS 5 CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4'. BETWEEN BALUSTERS_ SEE Div. 01002.5 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2405 A. WINDOWS WITHIN', IV OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRWELLS F. WITHIN V OF TOP OR BOTTOM OF STAIRS SEE Div. 05800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08500 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB_ SEE DIV_ IN SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO l0' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING- OVER FRAMING. S MAX RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I t8 404 CRAWL SPACE ACCESS. INSULATE AND 1 WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22,0 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV 01002.1 SHEET A -I FLOOR MATERIAL BREAK LI, WALL LINE ABOVE WALL LINE. BELOW FIREPLACE ASSEMBLY NOTES: DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. . 010025 SHEET A -1 B_ ZERO CLEARANCE FIREPLACES, SHALL CONFORM TO MSC REQUIREMENTS. SEE DIV. 010025 SHEET A -I C. I -EARTH SHALL COWOR-1 TO UBC 1,QU1REMENT. SEE Div. . 010025 AND 9 SHEET A -I D. 5/8• TYPE 'X' 0125 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS DIAMETER STEEL POST 1 P -18 1 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36 ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIY 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS TT AREA P -23) INTEGRATED MAKE UP AIR 2x6 STUDS UI/ R -I9 INSULATION MIN. J08 NO.: 9908323 BASE 'PUN 8200 -073' SHEET I0' -II' L , j I 3'4 1/2' '- 1/2 -T U2 3' -II U2' j, 5' -5 I!2' 5' -5 U2' / 2040 -. 2040 2143 WALL FOR B-YH4T I P - g l • Y '❑F , �� .. R(S• I CI 24 WIC. CARPET ! m vros :ii m T Bath [ � 1 .D ( m ( P-11 ) Bdrm #3 _ r Al0'139 rl 'IlV(A I I I gi ,: Rt5 Bath �; I` ^�P L : M. CARPET 3 i I P-12 ) � _ 628' y all 4` CARPET I P - � R+5 . - 256 4LIAl.L FORRE(IRl AR . M: Bdrm. CARPET SD - m r ® 2. ®J 5 =9' .UI Sitting CARPET 1 P -5 ) Li... ...... .b 9 Bdrm #2 �' 1 5040 5040 1 LJ ... ROOF LINE EELOW 4' - "I 1/2' 8 . - 41,. r A LJ LJ _J F / 4 . - 6. - 3 , I - , -3 / ll. - 6, 14 6' / 32._0. SYMBOLS AND LEGEND Q FAN- DIRECT VENT To OUTSIDE - BATHROOC'15/LAUNDRt 50 CFM MIN. - KITCHEN 100 CFI MIN. -WHOLE HOUSE FAN 100 CFM MIN VTO$ M WHOLE pouse EXHAUST FAN COMJECTED A 24 HOUR TIMER - 100 CFM MIN., VTO ❑T -n-E 1O5TAT a 50' ABOVE FLOOR Q How SMOKE DETECTOR PER UBC WOO BATTERY BACKUP INTERCOMEOTED (f ) 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A PROVIDE 6 DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR 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 5085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE 32'-0' UPPER FLOOR PLAN Scale V4•> I._0. I GENERAL PLAN NOTES P -I P -2 { P -3 ) P -4 1 P-5 ) P --I t P $ ) I P -9 ) -I0 I P -il ) I P -12 1 `P -13 1 P -141 P -5 ) P -16 P -R1 [ P -I9) I P -20 ) I P -21 P -22 ) 1 P_2 ) L SEE COVER SHEET FOR ALL GOVERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. it 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 REQUIRtntNTS CONCcRNING MECHANICAL, PLUMBING, AND ELECTRICAL I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY (I) LAYER 5/S' 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 13/8' 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 MIN. 3' -0'_ B. TREADS 10' MI, DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIDI 34' TO MAX 38' ABOvE TREAD NOSING. HANDRAIL I U2' MIN_ TO 2' MAX CROSS SECTION DIMENSION AND 11/2' MIN_ CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS). E. COvER USABLE SPACE UNDER STAIR Cl 5/8' TYPE 'X' GLIB. (2) LAYERS 5 CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4'. BETWEEN BALUSTERS_ SEE Div. 01002.5 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2405 A. WINDOWS WITHIN', IV OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRWELLS F. WITHIN V OF TOP OR BOTTOM OF STAIRS SEE Div. 05800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08500 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB_ SEE DIV_ IN SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO l0' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING- OVER FRAMING. S MAX RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I t8 404 CRAWL SPACE ACCESS. INSULATE AND 1 WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22,0 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV 01002.1 SHEET A -I FLOOR MATERIAL BREAK LI, WALL LINE ABOVE WALL LINE. BELOW FIREPLACE ASSEMBLY NOTES: DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. . 010025 SHEET A -1 B_ ZERO CLEARANCE FIREPLACES, SHALL CONFORM TO MSC REQUIREMENTS. SEE DIV. 010025 SHEET A -I C. I -EARTH SHALL COWOR-1 TO UBC 1,QU1REMENT. SEE Div. . 010025 AND 9 SHEET A -I D. 5/8• TYPE 'X' 0125 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS DIAMETER STEEL POST 1 P -18 1 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36 ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIY 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS TT AREA P -23) INTEGRATED MAKE UP AIR 2x6 STUDS UI/ R -I9 INSULATION MIN. J08 NO.: 9908323 BASE 'PUN 8200 -073' SHEET ROOF VENT CALCULATION BASED ON 3 21/2 HOLES PER VENT BLOCK TOTAL ROOF AREA 854 5F/300 285 5F OF VENT AREA REQ, 5O % AT EAvE = 142 SF REQUIRED 50 % • 36• (MIN) ABOVE EAvE = 142 SF REQUIRED 5 ROOF JACKS AT SO SQ. IN EACH =250.0 SQ. IN.= 174 SF 48 LP_ OF EAVE VENTS AT 52 SQ. INJLF= 249.6 SQ. IN. =173 SF 1 GABLE END VENTS AT 18DA x = 24 SQ IN..TI 5F _ GABLE END VENTS AT x = Sa IN =0 SF 2 GABLE END VENTS AT 24 DIA = 58 SQ. IN =.81 SF TOTAL VENTS PROVIDED ROOF JACKS = 174 $ EAvE VENTS = 173 SF GABLE END VENTS = .97 5F TOTAL SF OF VENTS PROVIDED = 4.44 SF • AREA MAT BE /300 F A VAPOR RETARDER IS INSTALLED ON THE WARN SIDE OF THE ATTIC INSULATION UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4 MESH Al Di 7 UPPER ROOF FRAMING PLAN SCALE I /4'.I' -0' I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I F -2 ) F -3 F -4 ) F -5 ) F -6 ) F -7 F -8 ) F -A ) F -I0 ) F -11 ) [ F -12 ) F -13 ) F -I5 ) L SEE COVER SHEEP FOR ALL GETIcRAL NOTES AN- REQUIREMENTS_ 2_ SEE TYPICAL MATERIALS LIST ONI SECION SLEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF_ TRUSS FLAN 51-40. IS FOR GENERAL LAYIXJT ONLY SEE DIY 6100 SHEET A -1 - TRUSS LOADING SEE DIV 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- PLAN 5. ROOF FRAMING SPACING-. 24• at. UN.a. 6_ ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4_ VERIFY_ a ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN. 5. ALL HEADERS ARE 4x10 OF 2 UN., PROVIDE C12 TRIMMER STUD UP TO 4' -0' SPAN AND C2J TRIMMER STUDS OVER 4' -0• LINO. SEE Div. 06100 SHEET A -1 BACK FRAMING - AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOVER 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 EVr7• W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS 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 SEE Div. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE. Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM S BELOW TOP OF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING a 24' OC 2x6 CEILING JOISTS a 24 OC SYMBOLS & LEGEND O / POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DO. e � POINT LOAD TRANSFERING DOWN W/ LOADING y V HANGER POINT LOAD TRANSFERED NY KICKER 4. HOLD DOWN WI, SIZE DESIGNATION 1 � y � VERTICAL STRAP WITH SIZE DESIGNATION 2 TO BE USED ON FLOOR BELOW STxx - --.- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. JOB NO.: 9:08323 BASE PLN 8200 -073. 1:R TOP_PLa7E NIN. HDR 111 11 [r] \ UPPER FLOOR �\ TOP PLATE UIM_ FIDR HGT. MAW FLOOR 4 SIDE ELEVATION REAR ELEVATION 12 scale 10 -0' SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) {D SHINGLES IV. 01000.5) SHE D THING: ((DI�V. 5) 771 30# OSB OR EQUAL ER FRAMINCCc (DIV 6) PER PLAN INSULATION: IV_ 7) R-30 BLOWN•IN WB: (D IV. I GWB PLYWOOD EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV 7) WOOD SIDING (DIV. 01005) BUILDING WRAP. (DIV. 1) 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (D 6) 2 x 4 STUDS AT 16. 00 INSULATION: (DP/. 7) R -13 BAIT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) 1/2 FLOOR CONSTRUCTION FLOORING: (DIV. SUBFLOOR: 6) 1NSUULAi ION: (I(! 7) soFFIT (DIV.7) TRIM(DIV- 6) WINDOW: (WI'T'H NO BRICK MOLD) CORNER BOARDS: FASCIA: 3/FINISH &G (PLYWD COMPLY OR EQ.) PER PLANS R49 BATT U2' RE-SAWN PLYWOOD HEAD 2x4 JAMB: 2x4 SILL 2x6 INSIDE: 2x2 2x0 UNO OUTSIDE: 2x4,2x3 EINEr11s>•>, X >.7>.>.#7117'X 1 SAX Xxrlr•ti11#1.1 l IN 11111111111 1- 1 1l. 1I11mI.klail 1 i.iui i1'I 1♦ I♦ C _. = 1 LLIJJ lit"� !1 I 1 LiIJ 1 L1J I J J li 1 J1 J 1L L 1 1 1i f _1 I LL 1 L1 1 �. :. 1 =LJ L 1 J :, J Lf ..1� I ' IPPER FLOOR 2x4 TRIM TOP PLATE Ix3 04U5 OVER R2000 6400 FLTIIOOD • 12' oc 17P. (3) PLACES SEE SITE PLAN FOR SITE SPECIFIC L FOUNDATION INFORMATION BUILDING SECTION A -A Scale V d',I' -9' °kNK1 I_n FRONT ELEVATION u z u 0 00 a ITTLE JOB NO. 9908323 BASE PLN. B200-073 SHEET A7 9908323 NOTE: BASEMENT SLAB MUST BE M PLACE PRIOR TO RILL BACKFILLMG OF WALL. NO INSULATION BETWEEN ...ENT SLAB AND STEM WALL TOP OF SLAB \ TOP OF J -BAR TOP OF SLAB w \ , O E 16 FOUNDATION D AIL 3/4' =T-0' 2x 2x4 TOP PLATE GARAGE DOOR MDR (SEE FRM.' PLAN FOR SIZE) NAIL SFEATH.G TO .12 W/ 8tl NAILS 0 3' 0.4 s 5R2 WALL LOC. UNO. ON B.IR WALL SCHED. 2 204 STUDS -NAIL SHEATHING uV 8d NAILS s3' OD. TO EACH STUD UNO. ON SWR WALL SCFED. NAIL Bd NAILS e3'0..Ge ALL FL., HORS, a STUDS UNO. CN SFR WALL SCFED. 2 2x4 AT ANY SHEATH... JOINT 1/16 OSB. SHEATHING (MM) 57-914 STRAP TIE ANCHOR (NAIL TO BOAR) FORM. BEND UP AFTER CONCRETE CURES) USE 38-16 0 U8 NAILS EACH UNO. 2 -2X4 PLATES. NAIL SHTG. TO EA ELATE (1)54, AB. W. mat T. EIEEWFNT UNO ON SIR WALL SCWED- CONTM)O1S FOOTINN. APA LATERAL RESTRAINT PANEL 3/8' =T 17000-06 10042 m1�IIW1 11m1= 711111- 111111M1 =11111 • =1m1 �INil =I1G1 =1mI12 =1h111_I�81 -iiii -111 — 111111= i_ . 11111E111111J 5 A UV LD• B. 270734 ILL S STEEL BI L PLATE WAERS a 4 4'-0' OL (DN 3 SST A -U EXCEPT AS NOTED ....MALL SCHEME T MPL EMBED. 024 BAR a TOP 4 VERT. BAR• W oc, F01 WEIGHT OF WALL (DN 3 BEET A -13 •4 VERY. 1-BAR e b'cc .1, 3 SLEET A -U DAMP PROFAG (DN l 5Hr AD 4 HORZBAR olO' r 4, OVERLAP NR.) (DM 3 SWEET A -12 Fes. FT. DRAIN W/FILTER IN 24' GRAVEL P.D. (DN 2 SHEET A -. (4) 4 BAR CONT. (DN.3T A -I) SOLD SUBSTRATE 4' CONC. SLAB. OVER 4'ROCK OVER vAFOR BARRIO. 03300 S 'BYx1W AB..0 270•X3.16' SD. TEEL PLATE W...5 s 4•-0• OC. (DM 3 SHEET A -I) IXCEPT AS NOTED ON SHEARWALL SCHEDULE l' MIN EMBED. /2' CLEAR • x(2)'4 BARB TOP •4 VERT. BAR a O' oc, FULL LEGH7 WALL (DIY 3 5I' 6. EET d -U 5 vC721. J- BAR eS' (DN. 3 ST-.T A -1) •4 ...BAR a 10 oc (DI 3 SMFET Ad) 4 6AR e A x L=T -b• (Dlv.3 SLEET A -U DAMP PROOFING ( DIV l SHT AU • 2' CLEAR (DIV 3 SLEET A -0 SOLID SUBSTRATE CONC. SLAB OVER 4' ROCK Ov F vAPOR HARBOR 03300 00000 - 23 ADD BARS TO MATCH RE.FORGI G PER PLANS LINE CF EXCAVATION TIP. OOR FRAMING PER fl-AN (DIV FL 6 SHEET A -V TYR EXTERIOR WALL CONSTR./CT. PER PLAN (DN. 6 SHEET A-I) LOCATE SHEATHING JOINT • Ca41ON MEM382 RIM BOARD LOCATE SHEATH*. JOINT COM'IO. MEMBER CRIPPLE WALL PER PLAN SEE FOUDATON DETAIL(S) CRIPPLE WALL © FOUNDATION 3/421 06100-03300 -06_7 CRIPPLE WALL ® FOUNDATION 3/4'=7 - 06100. 03300 -07 7.0 TYR FLOOR FRAM.. PER PLAN (DM 6 SHEET A -U RBI BOARD SEE FOUNDATION DETAIL. RPM BOARD CANTILEVER FRM'G AT FOUNDATION 3/4 =i 06100-03300-02_7J1 I POST /FOOTING CONNECTION TYR ExTEMOR WALL CONSTRUCTION PER PLAN (DN. 6 SLEET A -I/ CRIPPLE WALL FER PLAN, WITH A MN. STUD LENGTH CF !4' PER TEC SEC. 232025 (DM b SHEET A-U TYR EXTERIOR WALL COSTRUCTION FER FLAN IV, SST A-U TrP FLOOR FRAM. FER PL. [DN_ 6 SHEET A -U SOLD BLOCK?.0+32 SUFPORT5 LOCATE BEATHM JONT CO•YON M'BEER 1x3 T COT_ SOFFIT vE T U)' FRESAAN PLYWOOD a SOFT TREATED MID 50_1 SEE.140ATION DETAILS 3/4' =T 0 81 00 -0 3300-10_3J1 \ I L j /4=740' 1= - 111111= 111111 111111 - 111111 111= 111111 FOUNDATION DETAIL 3/4'=7 -0' PL FOUNDATION DETAIL 3/4' =f-0' 112 1 11 =0 TIT - 11 1_m SLAB ® STEM WALL ITT? EX(ERIOR WALL CONSTRUCTON PER FLANS (Div 6 SHEET A-U 4' CON.. OVER 4' ROCK OER VAPOR BARRER R -11 RIGID ABLATION 2M0 TREATED PLATE OFFSET 3/4' SEE Fa.DATION DETAILS TYPICAL EkTHa0R WALL Ca0IR cT1CN PER PLAN (DIY 6 SFFET A-U r AIR SPACE E BUILDING PAPER HOOKED END MASaRV VEtEER TIE TO FRAM. EV 250. FL (ON 4 SFeet AU MASaNRr veNEER RR .G WALL r AIR SPACE 0330000300.18 CWT. FLASHING WEEP HOLES a 4'-0' TREATED MD SILL (DN. 6 BEET A-U SEE FaIDAT(ON DETAILS MIN vERFY rJ GRADE CONTOJRS NOME THE. OPT.* CAN NOT BE USED AT SHEAR WALLS_ 04200 - 0201 TYP FLOOR FRAN.G PER PLAN (DN_ E. SHEET A-T) TYP EXTERIOR WALL COISTRECTIat FER PLAN (DN-6 BEET A-U LOCATE SHEATHING JOINT CWT. NETER BLOCK*..- OR JOIST a WALL RIM BOARD vAPOR BARRIER DAMP PROOF.. (DIV l SPIT AI ) SEE FO.DATK2. DETAILS STEPPED FOUNDATION DETAIL N.T.S. 03300- 00000 -25 40%, _ } .1111)1 =11111 i b.. mill =Aim =1im =11111 °11111 °IIII IIT11= FOUNDATION /FRAMING CONNECTION .FOUNDATION DETAIL 3/4 =T 03300- 03100-03 • 3/4' =f-0' EXT. DOOR THRESHOLD DETAIL 3/4=10 06100-03300-04_21.3 GAB. TYP. (DIV. 9 SHEET A -I/ INTERIOR BEARING WALL (Div. b SHEET A -I) IQV x10' AB. s 4'-0' 0.C. (DN. 3 SHEET A -U SLAB ON GRADE PER PLAN (DIV.3 SHEET A -I/ vAPOR BARRIER COAT. SPREAD LTG. PER FLAN (DI, 3 SWEET A -I1 • 45 (2) 4 BAR COAT. (DIV 3 SHEET A -U EXT. DOOR AND FRAME (DIV. 8 SLEET A -U DOOR THRESHOLD RASHMG AS R'-QD. (DN.I SHEET A -U NER.vESTRAL FLASH 4' CONC. SLAB OVER 4' GRAVEL BED (DM 4 SHEET AU 2xU TREATED TESHOLD TRIM RPM JOIST TREATED MID SILL (DN. 6 SHEET A -U •4 vERT- RE -BAR FROM STEM WALL STUBBED INTO SLAB DR FLOOR FRAM.. PER FUN. (DN 6 SWEET A -U FULL WIDTH TREATED MID SILL E _I! —i =111111 u 1/2' CLEAR HANGER FER MFG TYP. FLOOR FRAM. FER PLAN (Div_ 6 SHEET A -U EXT. DOOR AND FRAME (DI V. 8 SHEET A -D DOOR T RESFL^`D FL A Hw AS REOD_ (DN.I BEET A-U FERVE5TRA1 FLASH.. o+ 4' COVC. SLAB OVER 4' GRAVEL BED (DN 4 SWEET A -U TREATED MD SILL MN 6 BEET A -U r AIRSPACE TYR •4 vERT. FE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 06100-03300-21_3.11 \ 1 / 3/4 =f-0 08100-03300-0521;11 TYP FLOOR FRAM.IG PER FLAN (DN.6 SHEET A -U TIP. EXTERIOR WALL CONSTRICTION FER FLAN (DM 6 SHEET A -U TREATED MID SILL SEE FOIPDATION DETAILS HOST AND BE. PER PLAN ®3/4" 4-0' 03100. 03300.09 06170- 03300- 08_TJ1 FRAMING /FOUNDATION CONNECTION CANTILEVERED RETAINING WALL 3/4' =1'-0' 2 FO FOOTING DOES NOT AIDE 0111415 CONDITION, FOOT.IG SPANS HORBONTALLY- TOP OF SLAB 2 -8 FOUNDATION DETAIL 3/4 =F0 FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL FRAMING /FOUNDATION DETAIL (2)'4 BAR a TOP •4 HORZ BAR a 10 oc (DIV. 3 SHEET A -U •4 BAR B 12' oc L.2 (Div. 3 SHEET A -I) TIGHTLINE TTP. EXTERIOR WALL CONSTRICTION PER PLAN (Div. b SHEET A -I) LOCATE SHEATH.. JOINT e COMMON MEMBER RIM BOARD TTP. FLOOR FRAMING PER PL. (DIv. 6 SHEET A -U TREATED MID SILL SEE FOUNDATION DETAIL(5) TREATED MD SILL SEE FOUNDATION DETAIL(S) TYR FLOOR FRAMING PER PLAN (DIV. 6SHEET A -U 03300 - 00000-01 5/0E40• AB. W( 27053)16' SW / 7 STEEL PLATE WASHERS a 4'A' e�— O.C. (DIV. 3 SLEET A -U IX ?T z A5 NOTED 1' IN EME D. SCHEWLE l' MM. EMBED. •4 VERT. BAR a T• oc, FULL HEIGHT OF WALL (Div.3 SHEET d -U 5 VERY. J-BAR a 8' oc [DIV 3 SHEET 4 -U DAMP PROOFING ( Div 1 SILT AU 2' CLEAR (4) 4 BAR CONT. (Div. 3 SHEET A -U SOLID SUBSTRATE PERT. FT. DRAM WFILTER IN 24' GRAVEL BED. (DIv. 2 SHEET A -U 03300 00000 TAP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV 6 SHEET A -U LOCATE SHEATHING JOINT a COMMON MEMBER SOLID BLOCKING s RIM JOIST a EXT. WALL POINT LOAD BEARING PER FLAN 3/4' =1-0' 03100. 03300- 01_7J1 HMO CL TITLE JOB NO SHEET 1 Di NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x2 • 5 UT OG (CLR DIST. BTWN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2ROWS OF UT LAG BOI - AT IS'oc TYR TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (5IZE TO REDUCE N MBER OF POSTS • 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x O' GREATER DEP. THAN JOISTS/ FINISH LANDSCAPE GRADE TO OF PIER RUSH WTH FIN P SUB GRADE (3' BELOW FINISH LANDSCAPING/ ON SOLID SUBSTRATE FRAME OVER WALL DETAIL 3/4' =1-c1 10 SECTION © BEAM 3/4.44T STAIR SECTION DETAIL 3/4 =1-0' 13 TYP. DECK CROSS SECTION 3/4".1 0070. 06070- 19_7,11 FRAM. PER FLAN His4g OLAT OUTSIDE FACE CF WALL 2' MIN 'LR FOR VENTEGIAQE BLOCKING BEMs PER PLAN RAFTERS PER FLAN SKYLIGHT FLARE WELL DETAIL 061000730015 3/4' =T 07300. 08100 -01 WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED SEE PLAN SEE FLAN FOR TYP. RISE a 284 DIMENSIONS 3/4' PLYWOOD RISER I I0' HARDBOARD 1READ WITN EASED NO.. 3 2x STRINGERS TYR. UNO. CENTER STRINGER WITH 2 - 2x4 STRONG BACK TM. NAIL WALL STRINGERS W/ (U. TO WALL STUDS 5/e' TYPE 'X' GW.B. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE L HEADROOM MIN 6'-8', WIDTH MIN 3'-0' PER 4. INSTALL FIRE BLOCKING A STRINGERS TOP UBO 100615 ''T BOTTOM 1 ADJACENT WALLS) PER UDC 2. TREADS 9' MIN DEPTH, RISERS 8' MAX HEIGHT SEC. 1082 3. HANDRAIL MIN. 34' TO MAX 38'. ABOVE TREAD' S. COVER USABLE SPACE UNDER STAIR WITH NOSING. HANDRAIL' VT MN. TO 2' MAX CROSS. 5/8' TYPE 'X' GWB., USE 2 LAYERS 9 SECTION DIMENSION / I IR' MIN. CLEAR FROI'T CEILING AREA - PER UBC b033. WALL, RETU. RAIL ENDS PER UBC SEC 1006.9 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER MC SEC 5093 00-37 l v / 3/4=1 - 06200. 06100 -01 3/4 EAVE DETAIL GABLE END DETAIL 3/4 GABLE END DETAIL TYPICAL ROOF CONSTRUCTION TR. FER ELEVATION BARE BOARD PER ELEVATKN 2X4 BADGER FOR BARGE - NAIL TIM SKIP BEAT.. WITH I6d• OL. TYP. 2X4 01f12GCEFS a4' OL. WUH 2X2 BETIFII4 FOR TR. TYP. E XTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRICTION TR. PER ELEVATIONS BARGE TTP. SEE ELEVATION 08100. 07300 - 06 2X4 BACKER FOR BADE - NAIL THAI SHEATHING WTH 16d • OG TYP. 2x4 OUTRGGERS e.4' or, UN 2x2 BEB E. FOR TR. 08100 BLOLKMa AT CEILING LINE 2x4 LEDGER • INT. CEILI . LINE (TYP. EXTERIOR WALL CONSTRICTION) BALLOON FRAME GABLE END WALL EAVE DETAIL 3/4'4 08100.07300.01 EAVE DETAIL 3/4 =T-0' SEE EAVE DETAIL EAVE DETAIL BAFFEL EMEND 6' ABOVE BATT. NSJL OR 12' ABOVE BLOWN NSUL (TYP. ROOF CONSTRUCTION ) Y MIN CLR FOR VENTING HI s 48'OL. AT OUTSIDE FACE OF WALL INO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3)2' o HOLES WITH 'SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) EIFFEL EXTEND 6' ABOVE BATT. NSUL. OR 12' ABOVE BLOWN MSUL MP. ROOF CCNSTRUOTIOW 2' MPL CLR FOR VENTING HI. 48' OL. AT OUTSIDE FACE OF WALL UNO LN SHEAR WALL SCHEDULE 2X BLOCKING WITH 0) 2' HOLES WITH SCREEN E.ED TR.J. TAIL L (TYR GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) 3/4 =1 08100- 07300 -03 08100-07300-02 08100 - 030043 3/4 "=1 0810007300 -04 TITLE JOB NO.: SHEET D2 TIP.WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE 130TT01 PLATE MAILING PER 5HEA_SALL SCHEDULE TJI BLOCKING TYP TX FLOOR CONSTRICTION SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS C)PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS 3/4 =f O 17070. 03170 -16 3/4 =T 17070-013170-07 3/4• =f o rmwo -osnam SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SHEATHNG THIS AREA WITH 10 de 6' dc. EDGES 10 d e b' oc FIELD BLOCK ALL EDGES 10 d • 6'oc PLYWOOD TO BLOCKNG BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILT PER SHEARUALL SCHEDULE TM, WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING THIS - AREA WITH . d e 6' ac. EDGES 10 de 10' o<. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE < FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING a AL PANEL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE rrp.. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE 17UT0- 0817006 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4=7-0' 17070.oelm -02 SHEAR WALL PARALLEL L O TO FLOOR JOIST- OFFSET CONDITION L OSHEAR WALL HOLDOWN 3/4' =1-0* *7070 0 3/4=?-0' TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAILING PER SHEAROALL SCHEDULE d • 6' oc POW). TO RIM JOIST JJJ PANEL EDGE FIELD NAILING / PER SCHEDULE TYP. EXTERIOR WALL CONSTRICTION W. .1_ SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRICTION . PANEL EDGE mom. TOP PLATE NAILING PER SFEARIMLL SCfED18E BOLTON PLATE NAILING PER PAF..AlLYYL SCHEDULE 10 d • 6' oc ELM. TO RPM JOIST PANEL EDGE 4 FIELD NAL11. PER Sd7EOLLE TYP' EXTERIOR WALL COISTNI CTIRJ OATH SALL SEAMING PB2 SCHEDULE TYP- TA FLOOR CONSTRICTION h4 PANEL EDGE BLOCKING TTP_WALL CZ5TRLCTICN Ot7F1 WAIL STEAM*. PER SLFEDRE TTP 1.11 FLOOR CGTSIELCTICN BOTTOM HATE NALlG P13 SIALL'CL -EDL E IO d NAJL s PLYeO TO son Ant.' PA'EI_ EDGE 4 FEW ML*G Fax SCtBwLE IO d MAIL se: PLYIID_ TO TJI BLOCKING TOP PLATE MAL*. PERSEALS"Ld SC -EDLLE TYP WALL CCM503 GTKRI WITH WALL SEAMING PER SCIEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION °CANTILEVERED FLOOR JOIST 3/4".1 11070. 06170.09 3/4=f-0' ± STANDARD SHEAR DETAILS & SCHEDULE n01 LP) 17070.03170-24 3/4 =1 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/4=f - 17070u3300-01 TYPICAL WALL CONSTRICT. WITH WALL SHEATHING PER SCHEDULE TYR DI FLOOR CONSTRICTION BOLTON PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARGIL DETAILS FOR FOMATION CONDITIONS TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SNEARWALL SCHEDULE TOP PLATE NAILING PER ...ALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOWDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 3 /44 11070-03300 -02 TYP. TJI FLOOR CONSTRICTION TYR EXTERIOR WALL a.m. WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING FELT SHEARUALL SCHEDULE CRIPPLE WALL (DIV. 6J SHEATH CRIPPLE WALL SAME AS ...ALL ABOVE ___ ARCH DETAILS FOR FOWDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 11070.OStTO-n 3 /4 =1'-0' 17070 - 03 CRIPPLE WALL (DTI. 6J SHEATHING PER SCHEDULE PANEL EDGE 4 FIELD NALNG PER SCHEDULE ANCHOR BOLT PER SHEARLLALL SCHEDULE (21.4 BAR CON, (DIV. 31 SHEAR WALL ®' CRIPPLE WALL - INTERIOR NOTE ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO F.R()1,T r MPreA ATC WIT:J p Aida 17000- 03306 -04 CO LCJ CO CO N O I-0 O N 00 OS I CO v0* o •_ _c (D N . CO Ln TITLE JOB 1 : SHEET 0 0 LLE 0 ILI 0 LLI 0 CC 0 W LLI CO SNEARUALL PER PLAN AND SWA.ALL SCFWDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARU.LL SCI E ULE TJI BLOCKING 3eN'i PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4W 1 TYR WALL CONSTRUCTION WITH WALL SWATHING PER SCWC LE DO SLE STUD BOTTOM PLATE NAILING PER SWARUALI SCHEDULE BLOCK. AND FLIER BLOCK 1,A F XA5T OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS 3/C=1-0' 1m7o• 61 a28 3 /4 =1-0• DRAG STRUT CONNECTION UPPER WALL TO LOWER ROOF CONNECTION 3/4=' - 17010-0817041 STANDARD SHEAR DETAILS & SCHEDULE 11000-08110-30 3/4 =f-0 SHEAR WALL ® GABLE END 3/4 =T-0 TR. PER PLAN WITH SHEATHING PER WEARIUALL SCHEDULE 1641 TO MATCH SHEAR - WALL NAILING BELOW 2. WITH I6d TO MATCH SWARUALL NAILING BELOW INTO TOP PLATE PANEL EWE < FIELD NAILING PER SCHEDULE TYP. WAIL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE MI6 41 d NAL 48'08 to EA OUTRIGGER S d NAL s 6•oL TO TOP CNC. 24 BARGE t b3 TRIM 244 BACKER FOR BAR. NAIL WROUG N SKIP SHEATH. WITH 1641 2244 OUTRIGGERS a 4' OL. WITH .X0157 HANGER a TRU55 GABLE END TRUSS A35 CLIP PER SFEARM, LL SCHEDULE TYPICAL RO'F CONSTRUCTION 5TP EXTERIOR WALL CONSTRUCTION WITH WALL SWAT,. PER SCHEDULE PLYWOOD ROOF CONDITION NOTE: USE 05B ON ROOF A 6 I 17000- 08100 -18 17000. 08100 -19 3/C=T-0' WO II J_ �1 1111 ►� � " 11 /� �I�lI IT SEE SHEAR WALL © EAVE ( 2) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE STRAP PER PLAN < SHEAR WALL SCHEDULE I I/4' TIMBERSTRAND LSL RIM BOARD PANEL EDGE < FIELD NAIL. PER SCHEDULE TYP EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE TYP, TX FLOOR CONSTRICTION C INTE SHEARWALL TO ROOF COND. O � HOLDOWN STRAP ® FLOORS 0-20 PLYWOOD ROOF CONDITION 3/C=1 17000- 08100.04 TYPICAL ROOF CONSTRICTION .5 TIE s EA TRUSS L530 to 400, d A 6 BLOCKING BLOCKING PER ARCH DETAILS 4 Ti A35 CLIP \FER SHEARWALL SCHEDULE ` ter I %.� OvERHAlG U 1111.. � PER PLAV CITY TYP. EXTERIOR WALL CONSTRUCTION N WITH WALL SHEATH. PER SCHEDULE I'... NOTE ALL INFORMATION ON TI-115 SHEET'S NOT NECESSARILY INCORPORATED INTO 17000-08100-08 oaQ Z� � s'0 o Q o_ O = W W ~k siTO W-o on � dcno Z cow Z W canoe, D- >�W Q r " �Z0 �y Nv21 flQ W W J� � p Q � r-W w "' Z `- =y �I_ZZ �Zo Qo o° F � �� rz QZO�� QO9Cn z � QQZIL2 eI HZQU�T W L'7„.,04 C O }W�Wj ZI— C3' Q W JOB NO l7TLE SHEET S2 02084,0 SHEARWALL SCHEDULE SIAM 341.1 1TYm 9 a 341.1 lION 0411100 0000 011110N 0134 001)01010 3B03 BILL PLATE ANCHOR BOLTB BLOCKING TO TOP PL. NAILING 7x JOIBTB BLOCKING TO TOP PL, NAILING I TA JOIOT8 °001110N 31Y14 4401109 d1, d CNIVIC13a t9 0 010011 EVIWPOTM 1/2' G. ONE SIDE 5d .YES 5B' a 48' A35 NAIL a 42' Kd a 12' ibd a p' 100 P_F GI -4 OR COOLER 1 1 L YES 5/8' a 48' A35 33 150 a 10 16d a 0' ..PLF 518' GI118 ONE SIDE FOR 12' G2 -1 la' GM TWO SIDES bd YES 5/8'. 48' 20' Ibd a 8' Ibd a ' G2-4 OR COOLER YES 5/e' a 48' 20' Ed • 6' Ed • 5' 5/8' BM TWO 5IDE5 FOR 5/8' PI -6A YES 5/8' 048' 10• ibd a V Ibd a 5' 50 PLF PI YES 5/8' .45 14' Ibd a 5' Ibd o 5' 240 PLF PI -4 1/16' OSB. YES 5/8' • 31' 12' Ed • 4' Ibd e4• 350 PLF PI -3 ONE SIDE YES 5/8' 014' 164 a 3' Ed • 3' 450 FLF PI -310 USE EL ETUDE PANEL EDGES b I 545 PLF PI -2 USE 3x STUDS YES 5/8' a I6' Mb' OSB. TWO SIDES - (2) R (2) RODS P2-4 STAGGER SHEATHING JOINTS WR2) STUDS a YES 5/8' a I6' A35 CLIPS e1' I6d a 4' Ibd a 4' STAGGERED 100 PLF PANEL EDGES DBL RIM C22 (22 RCA. P2 -3 YES NO 5/8' 6 2' 50' a 48' A35 CLIPS T1•' 6d ea 3' I6d a 5' Ibd STAGGERED I6d • 5' 900 PLF 102 PLF W514-4 IIEYER122eER HARDBOARD, SIDING ed P EQUAL RFPORT 2315 O,,,,,,ON g' 0 rP SEE FOUNDATION SEAR WALLS FOR ALL CONCRETE HOIDDOM. LL d r d I � i i In If g i• LOWER SHEAR WALLS 5 ale US• =I'_0• xamiztowr FOUNDATION SHEAR WALLS Sa 118' •1' -0' EMI E SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFERING DO.LN POINT LOAD TRANSFER. DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOILN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW Sixx __ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATNDEXED ES BEAM NUMEtER CALCULATION WITH EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE T ^HH HH— x WALL BELOW NOTE: UNLESS Oil-BRUISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS_ MAIN FLOOR SHEAR WALLS Scale U8' =!'-0' SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES 1. ALL SHEANdUALLS SHOALTN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 5H01lN SHADED). 2. ANCHORAGE IS FOR 5HFARS IAT I S(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY SE SPACED • 16 OLIMN) PER TABLE 23 -1 -G2. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED A5 SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. USG. REWIRES 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S GRFIIZE29 TS AND DETAILS FOR EACH TYPE OF HOLDOWTN, STRAP AND CONNECTOR FOR PROPER INSTILLATION. 6. ALL PLYWOOD OR GYPSUM 514EA,RU4LLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLACKED PER SCHEDULE. 'I. DO NOT OVERDRIVE NAILS INTO SHEATHING 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROY,33 BY THE BUILDING OFFICIAL ROOF t FLOOR SWATHING I. ROOF SHEATHING: 3/16' 05B APA RATED SHEATHING (24/0). LAY UP WI MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR c ANSION. NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24 OD 0 ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR =180x082= I42pef 2. FLOOR SHEATHING: 3/4• CDX TAG APA RATED PLYWOOD (44/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION 4FC 0L PROVIDE T1G EDGES AT LONG PANEL EDGES. NAIL4NGs SHALL- SE TOO AT 6' oo AT PANEL EDGES AND NO oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAM SHEAR =26x082= TTTpeF 3. PLYWOOD SHALL BE LAD W/ FACE GRAM PERPENDICULAR TO SUPPORTS AND END 1 • SHEAR04LL DESIGNATIONS E TYP • SFEARUNI DESIS N4T!ON6 > UPPER FLOOR SHEAR WALLS IMULZIONT Scale 1/8,1' -0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z 0 HP Wa W L I .. L a 0Gm Q L 3 ,. O oo we 1 z P- 4 4 4 a 0. 0 TITLE JOB ND :. 990E323 BASE PLN B200-073 1997 UBC SHEET S3 1 9908323 R„. II ,,,,„ 1 1 L g' 0 rP SEE FOUNDATION SEAR WALLS FOR ALL CONCRETE HOIDDOM. LL d r d I � i i In If g i• LOWER SHEAR WALLS 5 ale US• =I'_0• xamiztowr FOUNDATION SHEAR WALLS Sa 118' •1' -0' EMI E SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFERING DO.LN POINT LOAD TRANSFER. DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOILN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW Sixx __ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATNDEXED ES BEAM NUMEtER CALCULATION WITH EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE T ^HH HH— x WALL BELOW NOTE: UNLESS Oil-BRUISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS_ MAIN FLOOR SHEAR WALLS Scale U8' =!'-0' SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES 1. ALL SHEANdUALLS SHOALTN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 5H01lN SHADED). 2. ANCHORAGE IS FOR 5HFARS IAT I S(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY SE SPACED • 16 OLIMN) PER TABLE 23 -1 -G2. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED A5 SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. USG. REWIRES 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S GRFIIZE29 TS AND DETAILS FOR EACH TYPE OF HOLDOWTN, STRAP AND CONNECTOR FOR PROPER INSTILLATION. 6. ALL PLYWOOD OR GYPSUM 514EA,RU4LLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLACKED PER SCHEDULE. 'I. DO NOT OVERDRIVE NAILS INTO SHEATHING 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROY,33 BY THE BUILDING OFFICIAL ROOF t FLOOR SWATHING I. ROOF SHEATHING: 3/16' 05B APA RATED SHEATHING (24/0). LAY UP WI MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR c ANSION. NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24 OD 0 ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR =180x082= I42pef 2. FLOOR SHEATHING: 3/4• CDX TAG APA RATED PLYWOOD (44/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION 4FC 0L PROVIDE T1G EDGES AT LONG PANEL EDGES. NAIL4NGs SHALL- SE TOO AT 6' oo AT PANEL EDGES AND NO oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAM SHEAR =26x082= TTTpeF 3. PLYWOOD SHALL BE LAD W/ FACE GRAM PERPENDICULAR TO SUPPORTS AND END 1 • SHEAR04LL DESIGNATIONS E TYP • SFEARUNI DESIS N4T!ON6 > UPPER FLOOR SHEAR WALLS IMULZIONT Scale 1/8,1' -0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z 0 HP Wa W L I .. L a 0Gm Q L 3 ,. O oo we 1 z P- 4 4 4 a 0. 0 TITLE JOB ND :. 990E323 BASE PLN B200-073 1997 UBC SHEET S3 1 9908323 R„.