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HomeMy WebLinkAboutPermit D01-154 - FOSTERVIEW ESTATES - LOT 36FOSTERVIEW ESTATES -LOT 36 4279 S 137T" STREET D01 -154 City of Tuk Parcel No: 261200 -0360 Address: 4279 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 9818+9 Permit No: D01-154 Status: ISSUED issued: 07/20/2001 Expires: 01/16/2002 ronst Type: Occupancy: DWELLING Gas /Elec.: UEC: 1997 Units: 001 Fire Protection: N/A Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: OCCUPANT FOSTERVIEW ESTATES - LOT 36 Phone: 4279 S 137 ST, TUKWILA WA 98188 OWNER DUJARDIN DEVELOPMENT CO Phone: 425- 334 - 5.11 3 PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425 -641 -5320 14311 SE 16 ST, BELLEVUE WA 98007 * ** ** k k *'k k* k * * * ** k * * ** ** k* k k 4** k .k * k A k k k 4 k k k* A k k k A k k 1 A k k k k A A k k k k k .k A k k* A t 4 A A 4 4 4 4 A k A k A A Permit Description: CONSTRUCTION OF A NEW 1,863 SU FT SINGLE FAMILY RESIDENCE, 637 S0 FT ATTACHED GARAGE AND 117 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTERING & STORM DRAINAGE. k* k * ** k * * * ** k k* k k * * *** k * ** k* k k k k A k k k k* A A A k k 4 4 k k k A k k k A k 4 A k 4 k k k k k 4 k k A k 4 A •A k A A 1 k A 1 A 4 A 4 k A Construction Valuation: $ 174,948.12 PUBLIC WORKS PERMITS: k(Water Meter Permits Listed Separate) Eng. Appr: JJ; Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 580 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N * k k k k * * ** ** * * *** k k k* *'k ** k * * ** k * * * ** k* k* A k k k* k A* k k k* A* k ** k k k k k* A k A k A k k k k* 4 k A A k k k A k k k 4 TOTAL DEVELOPMENT PERMIT FEES: $ 1,647.75 ** k k * * * ** A k ** k k * * * ** A k A k k A k k A* k* k k k* ** k* k k k * * * ** k A A* k k A A k k k k* k* A A k A k* A k A k A A A k A* A A k k 4 Permit Center Authorized Signature: 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 governiny this work will be complied with, whether specified herein or riot. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the perfor ance of work. . I am authorized to - qn for and obtain this development Signature: Print Name:_ Date: _ Date: 72e This permit shall become n u l l and v o i d if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or ar:,::ndo:•re a for a period of 180 days from the last inspection, Address: 4 f- 13 S7 uite. Tenant: Tvve: DEJPERM Parcel #: 261200-0360 Sta7“7: 1 ,..c.,1;e0. CS 71 :101 44 444+4.4+4444+44W+ 4.4 4 44k44*4k4 4444.44444 444.4 44 44, 4 44 444...4 Permit Conditions: • Contractor -than notify Public at 206-4 of' commencemen and -...omplet least 24 hour: in advance. ALL CONDITIONS OF FOSTER VIEW ESTATE: 11,, APPROVAL :1-!:..LL BE mEr SEE L99-016 SHT J. or 4 WHICH IS PART' TH.L. SUBMITTAL. ALL STORM DRAINAGE PIP:: SHALL PC ASTM-D PVC. SANITARY SEWEP PIPE WITH GASfETED JOINTS OR ADS N-1 THE GEOTECHNICAL ENGINEER SHALL PROVIDE CEPTIFICTION ON LOT BY LOT BASIS THAT THE WORT. HAS BEEN IN ACCORDANCE WITH THE GEOTUHUlt:AL PECOIENI APPLICANT SHALL oFrAIN WATEP METER PEPMIT F10:‘.1 ',=4“ER DISTRICT 4125 AT 206-242-S47 AND SEWER RERMIT SEWER DISTRICT AT .T06-242-3236. Temoorary erosion oontrol meo:ures :hall oe lo the first order of busines's. to prevent : site or into storm drairra9e facilitte: The site shall have permanent 1 tt t t.T mea:ue: place as soon 0'2. possble after f!nal 41(klicl..) has :'een completed and prior to the Final Inpeoti,7. 4. The driveway shall be des14:Ined and loped :o that iI from the driveway does not flow onto the e.,i:tt.a surface. S. Wort affeotin9 traffto t shAll t ..:oo;'dinated with the City Utilities Inspeotor. traft: shall be submitted to the Inspotcr for 6. FROM OCTOBER 1 THROUGH APRIL 30. CO,;i-ZR SLOPE': ANt" STOCI:TILES THAT ARE 3H:1V OP STEEPER H,I'4VE A vE;:',rsi:41. RISE or 10 FEET OR MOPE AND WILL BE UNWORi.Er: FCIP GREATER THAN 12 HOURS. DURING THIS rImE PERIOD. COVER OR Mt!LCH OTHER DISTURBED APEAS. IF fl-E' WILL BE UNWORi..ED roRE 2 DAYS. COVERED MATERIAL MUST BE STOCKPT;E0 5T THE BEGINNING OF THIS PERIOD. INSPECT 7HI1 STABIIIATT0N ..4.EcH_Y AND IHNIEDI Br:F:)RE, :114c, IMMEDIATEL FOLLOWING STORMS. FPOM i THROUGH SEPTEMBER TEMPORAR'i EROSION PREVENTION ANC! SEINFN AT MONTHLY. ALL 1. AREAS OF THE SITE SHLL BE STA3ILI2ED PRIOR TO F .„ , , . . • , - — WM 4. 1 VW.. UOt 10 J11. +."1 t SMk ttOt 1.)M 'iUV! :• T.110tdd JU1 01 , ":1t.)04.41ne c o4 C 10U 2t-01'. _1410,“46 6u1.1eit; - 40u JO UttAJOq pcIt/t: .40q3i)t!M I1M p4!iiwo. ;01 illm fAM 6utuAaAo6 So0ueutpdo put' mei .4.o : *t1,4ut(4110 moql Xi-m0'. (j o% put :f.10t1t0t100 OFrIti.1 peo) Or,F j 31 *:_tr-1. r:q., I ingEtEMOSISI, : dO f..0M ...)urttio4to eq4 AO 1101 61.4t1T1060, fk':=01 4."o i.tom iqo 4.0 oql to oloto!A , j4:Joqle -.4A16 04 olund 30U T.17 T.!(11 elUrItiV)6 01 ;1 • • uit4.!et4 poted-F. .) Poilow0.) 4q Him A. 6UtU.1.,4A06 Tc4: pue mei liv - 11u!!4no q.om titm puke osou perli I { Project Name enant: 15 5 .y viiet,..) E5Ia its 6)1 3 Value of Construction: IN,. el zif Site Address: City State /Zip: 2`1c1 Sac , 1'Y t. Tax Parcel Number: 2to12 -0O- p - Akc0 Pro erty Owner: u aroUr °PA le.( cvrn..2 .* (n . Phone: p 142.5 � 3z4. t t7 Street Address: City State/Zip: ..;• o: . -.. .: ':b, F.x #: • •4 -So 4 Cq,tractor: Lc\ardlin Deve(Alpm�evN - Co. Phone: Street A' dress: City State/Zip: Fax #: Arc itect: 6.— 6. * - '� e c r • . 5 • Phone: 2 • (,o• 11 • O Street Address: City State/Zip: 1 9 3 11 ' E 1 4;i111 � e11.NRA . W I 'i Fax #: 927• b<11.1531 b Phone: A42.6-771.62.42. Fax #: En ineer, i triC - TA eJ-tZe. pt55cc.. , Street Address: City State/Zip: , ` Contact Person: Keipg4er Arahit- ct P. 3. Phone: , Street Address: City State/Zip: Fax #: Description of work to be done: ew %4FYl.. -Pr oim base, p{ 0%.1,, 4032 bX) - 0 2. Type of work: IN New Single - Family Residence ❑ Addition - Single - Family Residence in Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ RemodeVAddition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296-4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed Now Square Footage: l ( 610'3 sq. ft. Dwelling 1 sq. ft. Covered Deck(s) 103 T 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) 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 TI. *MLA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 E _____ ,.. ,,-., : Project Number': Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization/Striping ❑ Flood Control Zone SFPERMIT.DOC 2/13/97 APPLICANT REOUEST:FOR PUBLIC WORKS SITEICIVIL: PLAN OF THE.FOL.LOWI Aildlt/onal ievlews shall be determined by the Public Works Department) . . ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer 0• ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Size(s): 0 Fill cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Data application accepted: Date application expires: /I - ZZ -0 / Applicaten by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING.:OWNER.OR AUTHORIZED AGENT: Signature: Date: Print name: C f ce r W koS .1 ∎ Phone: Fax #: Address: t / av E Y C26Li (�1 y City /State /Zip: ' ALL SINGLE- FAMILY RESIDENT L PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLL . WING: ➢ DRAWINGS PREPARED B REGISTERED ARCHITECT OR PRG _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 SUB ❑ ❑ 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), z show proposed and existing power, water and sewer lines, existing storm drainage system, 1 ~ w downspouts and foundation drains, and where drains tie -in. � 2 7. Parking plan. 6 D 8. Lowest building elevation (if in Flood Control Zone). 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w H 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the cn u.. shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the g high water mark. u. a 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form cn d H -9). w ❑ Foundation plan and details z ❑ Floor plan LLJ ❑ Roof plan ? o ❑ Building elevations (all views) o 0 ❑ Building height ° I LL' ❑ Building cross- section x o ❑ Structural framing plans and details necessary to completely describe construction L- z ❑ Washington State Energy Code Data (Gas/Electric/011/Propane/Heat Pump) Form H -15 available El at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 0 i-- z ❑ 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 ". Bullding /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 : p e rmit 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 z w CC 2 00 u) 0 (ow 0 Li . w o ,„...-, ... viter iy, * 4., , -.t. +. .r.■ t... ... , -.— , 7 ' ' , ... ir ... . • ‘ ' : ' t .....) / ) IL < ( co 3 Ui .4 jE i % 1 2 m D 0 - 0 ( 0 4 * A .1 * .4 * A t'*'8 * :1 * .8 A 4 * -4 * -4 .4 .1 A A. 4 4 A } 4 1 * 1 4 1 4 1 4 4 4 -4 k 4 1 A 1 4 4 4 1 * 4 * 1 * i 4 4 1/2 4 k -4 4 v 0 — CITY or 1 tirWIL.A. w(i l'el.Ht!cotill 0 L Ili a 8 * -.8 - h ir * 8 * 1 A * A h •.i• h A- 4 A .4 4 4 .1 -* A * 4 1 4( k 1 k * -4 1 * * * 1 * * 4 1 k 4 4 4 k V 4 t 1 1 * V 4 i * 4 1 4 I 1 4 . 1 em I 1 T 14i I T O. u ra be r : V 01 ‘1091 L. A ci c Lt ri t, : i . t. ai - . 7 F .. ( "" .... 0 * 0 I c i in e n t lie 1; h o ti : C li I : : C 1 : 1) , - ) t 3 t . o n : D 11 1.) I t4 1") f V r..1.01' t n , t . :; O.: ":Z i w , - - 0—, 1)01 -IS4 r 0 7. o E: 0 17 v R o 3) r: .) f,: I.. o 1) ,i I.: 14 f o P r e el 11 ci : 2 t, 1 ".: C () - 073i, \ Z S i t e II (II n •. :- 5 : .427' 1 IA ' S T . 7 . T AI 1 , 6 4 7 . 7 ! . . ; 1 c, e . 1 A L L 1' mt 1 ;■ .; c ; . ) 0 * * It * A * * A * A .; A * * * A A * A -A it ****A****A**** * t Account Cod=.? 000/322.100 000/343.630 000/3€36 904 000/342 412,'342.400 • 000/322.100 000/34f. .830 1 0 ii' 1Q1) PES PLAN CHECK - UTILITY S;TATE FAJVCI-IkUGE (t43y FEE (ATLI T los! EL - i;TOP, tet DUI) ti L, I; NI) AvERT 143 PE1111IT Ftif. L... P L. A C E Amy.; ti t .20.00 .5 • 5 0 0 (..17./• •)7. TOTAL 1727, M.I■ALArtnin..4 • c ! 4 : - • • , , 2 ! .04 rr e 4 ='i '• ** A********* A****** AAkkA*** A** **A*AA *A* *A * ** *AA*A **AAA *Air OIY OF I1JKW1LA. WA . IRANSiir1 * * * * * * ** **A * * * * * * **** ** * . .*A* * ** *'kit** *kk * *kAA* **A * *r. :*AA **k*AA 1RANSMT1 Number: R0100664 Amount: IO().00 05/22/01 1 1 :.1 , Paymerit, Method: CHF.C;K Notation: 00JAR01 N t)E VEI OE' I r, i t.: Fit .H rh i s Payment 100.00 ************** A* A**'* k**'********** *** * *'A* * * * ** **A* * * *k *k* * ** *k ** Account, Code Description Amount. 000/13411.830 PLAN CHECK • t:t'.5 100.00 Permit No: 001-154 1 ypc:: Mk/PERM 0E.VI t OF'FIF N1 r'vwt•ii't Parcel No: 261200-0360 Site Address: 4 279 S 137 Si JI _ mmyt 4""p>, . J ; 5 *'e, -i "(c)t.ril FF :t :s,: I`ot:a I Al. t. Pmt:,: Balance 1.518.:2!3 100.00 1.418.2 COMMENTS: 3& Type f Inspection' : , /1/1A / y CcJvv Dat call: �' i 4 41 0 a. riP Special instructions: ,t,V.-\ , 0 V \ fi v me 4 Ph e:_ F- � - 330.1, iii A i /0* V/ 3& Type f Inspection' : , /1/1A / M e-si • S 1' r �� Dat call: �' i 4 41 0 a. Special instructions: Date want: • : , a.m. Reque ;ter: Ott Ph e:_ F- � - 330.1, iii 1 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto9 , Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � _ S O2 1.. Receipt No: Date: Corrections required prior to approval. (206)431 -3670 • COMMENTS: Tyne-of Ins ection: Address: 5 /37 Date fallniil- / ''' T S /;-) Dateyvan)41: / t ,,, 4-- .0.4 Special instructions: laila. VI Ii I n - 1 ' ' ' r • , ( ■ Fa \ 0 r In u 1 - r ov i - `,..,,,-- I - i' f -Iv- -f v .. -40 11111M1311M1111=1111111111111111111111111 ( ' t' 0 a i Lii r i M II II1 ' 4 r C ( I( 0 € a • eQ - c- C c e A C. I ER 6 6 0 C. 9 evel • )v),A 0\ s6 1 f.. 0 q. c \( _..... . Project: , j /: /-5/ / /<'' ' i ,,' — i ( 7 .1/ Tyne-of Ins ection: Address: 5 /37 Date fallniil- / ''' T S /;-) Dateyvan)41: / t ,,, 4-- .0.4 Special instructions: Requester: t - 7(4 ) (.i phoogi . I INSPECTION NO. 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Receipt No: PERMIT NO. (206)431-3670 Ei Approved per applicable codes. ' 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. Date: c*1 Project: r \CAS \ ev i 1 et. .jl 3b Type of Inspection:, r toy% Address: I-U�- 9 s 1 7 Date called: G 5 !. Special instructions: Date wanted: C C 1 -0 2 .er Requester: r� Phone: / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: G fox', . 6 YCl c epo r+ 1 9 c i , - Q t opr o upd j cukc.44 Ck ee , „v Inspector: el Date: 02 LI $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: " CR - Approved per applicable codes. ID Corrections required prior to approval. Project: Type �of Inspection: Address: , Date called: Special instructions: Date wanted: /2 / . 'a.m. Requester �nrJi Phone: Ins• ct• INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit 1.2)0;— Corrections required prior to approval. Date: $47.00 REINSPEC ION FEE REQUJRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule rein's Date: PERMIT NO. / Vpi 206)431 -3670 r. Project: (r / Typ: of Ins. ec ion // /l "L'` J > mama for) I 1 UAW Ad r s• 0, t ,.. , �/ c / ill Date called: J 12 1 r 7 1 Special instructions: L or ?. .. Date wanted: 1 .- z l 0/ • a.m. Requester: `,_ /� // _( L Phone 4 2.45- - A 2 r7 (t_ INSPECT IO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: \ Ar ,4do InspeSto Approved per applicable codes. f 1 w) f r E] $47.00 REINSPECTION EEE REQUIRED. Prior to inS� ectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche l tfle reinspection. Receipt No: Date: • INSPECTION RECORD Retain a copy with permit t / sal PERMIT NO. Cd ections required prior to approval. (206)431 -3670 �1 Pro'ect: r 7 " Vi 1 V1J — t c 7' 3 (j T pe of Inspection: -- /A/ 5 t' 1 G./i Tint Address: `.2 7 ,) / .. ; b ate called. - t 3 i ! Special instructions: Date wan • / 2 �`7 / / • . Requcste : Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 OMMENTS; - Orr(eT4lrir t VOW1 Qrt r - O W 144 0OPfoJe Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit T PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 12_ I Li_ 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection:_ a- (( i u 1� 110. ki C { rtir% Ci i C l< »)t c fi I.. - It 1 t i <. '. .•I q..lt .• v• Yr t e r 4 1. Date called: O/ f y t tJ Co k i ray. - On 0,.v -A 1 t � �? SpeEiaf instructions: .5 OE ) V_ `'-r > G t,+U B \-1- <-,s 1 v o .e 0 v ° r i., 'tom e cc t Reque ter: i 0 VNA 14 4 i P l `K.j ) 30 - )67 7 — 7 � t j i O Dr •.1 ^SV U tiro - r� }r) Ve I V Iie''<Ci t Ca ,r')rcD.Jer h r ect: 2 r� Ui e -- l v1136 Type of Inspection:_ a- (( i u Address: Si �� � � S-� r Date called: O/ f SpeEiaf instructions: .5 OE Date wanted: f ItN° 41;r7t. P• • Reque ter: �j,�.� P l `K.j ) 30 - )67 7 — 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 la Approved per applicable codes. Corrections required prior to approval. Inspector 71 $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: INSPECTION RECORD Retain a copy with permit Pr.'ect: r . a of Ins •• ection ;,-- knc - • we �-Lc - , Address: ' 0 Date cal ed: a ! . .... Special instructions: Dat waned: 1 Request r: II 1 45 S ' 31 ( ) ° c 77 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIt NO. (206)431 -3670 COMMENTS: CAL- •W Approved per applicable codes. r. 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: Project: I' VI pct, .— Lc-f- S & Tyne of Inspection: 1., "'f- . Ec t , P ..,, t ( dIQ7 /3 5 1 Date al i-1 /01 Special instructions: Date want 12 /' / 0i a.m. ( p.m1 Re ster: ct - L. Phone: L 1 2 C ??C, - rh 0 4-4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit A/c) ( fro / PERMIT NO. (206)431 -3670 Corrections required prior to approval. 7 de-7 (.24?-, -' Date: , 00 REINSPECTION I:E REQUIRED. Prior to inspection, fee must be paid a(6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: ( 0 ' k' t''7/ »y 1 /2 e4 4-- / " 1 " ..? / lL.<F,Er T _ 4) le 4- . .7,,./ / 4.� 7=e 4,-- _. *,-".<0.,,. , --sue ie<1l P.4Pr/!h?I "r I 0 /( / ♦r'7Or•1/ , , n,, rs - f , ' , 3 ./'-- 6 e —,( / 2 - s .,r",,c %' v / A e• ! ., l e ✓ j Y A f er` 2) r ' ' .. I C t -CY„ - , S -/ %1' ,-/'fir Requester: //.,' / ( )14."''':9 .,; ' PAT>t '' '1 •u -11't k / . -' \,7/ ,,, (1. / " Z / 4.L'( l p %� 1 n - S)fr /I 0 t,') (('il , ; - p r1p`, ,A , ) i-2)1 I- V 6 • rvc. , r . ty � j 1 - ,)/ 'r't'• .S'2/ /P,Ii ✓' 6 15 . t� ,/.•. f : _ \ ?bra /- �� ' . Prcliect: t- 0 7 1,// "'4-ci - Z 7 s Type of Inspection: , J /- ker'14 "V (/J /S Date call : / // 9'A Address: '.2 79 S, /37 s -7' Special instructions: f !J) L 7 - #`+ T Date want / a.m. / / /.3 a /o / Requester: //.,' Poe: 2 , 1 'O - 7 Zcn' V INSPECTION NO. Approved per applicable codes. � REINSPECTIO at 6300 Southcenter B INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188] - (206)431 -3670 ! Corrections required prior to approval. Zr7s -i G©ate; , 1 / , 1 " FEE REQUIRED., rior to inspection, fee must be paid d., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: T of Inspection: =-- ( C / 2 I r•. t Address: Date called; W , r.r,c AA, - A `, ,,3 rI. tic, \I 0,,(I Phone: / is ,,-, .) r e •\ .. 9 ! - `1 Project: -- 1 C) -\e v v ` -f v~ , 3 T of Inspection: =-- ( C / 2 I r•. t Address: Date called; Special instructions: Date wanted: : (a.m. 1 I - _ >' J % 1 p.m. Requester: r-' Phone: / Inspector: INSPECTION NO. CITY OF TUKWItA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit r PERMIT NO. (206)431 -3670 Approved per applicable codes. 14 Corrections required prior to approval. Date: i I ._ 30 61 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type o Ins • • c w t on : . . tz if r r , - . : - S - ! , ; , ( .. I , { a 7 P! 41 ? /{.' J D.tec. 0 7 0 9 0 e ,4- - , L.))) , 0, e..) /7 / �D g; rl /..5 Dat t l C ; ( //r24lf f7) r rd) i , 1/ J CL "`a.m. PAM. Rogue ter: { ( is C-' 140PA. Phon ( - � , €C/ % e /? 4J4 // 8 olf 1) -° . Proje t: d , c Jt Y frjt' J Type o Ins • • c w t on : . . tz if 7' -` Sit, t • •d ess : e 5 f s f j `" D.tec. 0 Special instructions: (2-...') Dat t l C ; C I "`a.m. PAM. Rogue ter: { ( is C-' Phon T -(7) 1 .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D,$47.00 REINSPECT! ( N FEE REQUIRED at 6300 Southcenter Blvd., Suite 100. PERMIT NO. (206)431 -3670 ( proved per applicable codes. Corrections required prior to approval. Prior to inspection, fee must be paid all to schedule reinspection. Receipt No: i Date: i 2 tu vo co N W 9 (oou- w u- N d W z p ww U � N r or _ W W .Z W co O Project: 7 _;-� f �' /� t_r Type of Inspection: C_X1. 71r,0Cf 11.x, t\r. Address: t , , ,,.. Date cal t f /( L/2 1 ,'/7 -� Special instructions: Date wonted: / /0 /3 ,.3 /CI ( a.rrl: - Requester: („- # ( I Phone: 14 ,) r -- ; —16 c £/ 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 pproved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: V 60 REINSPECTION EE REQUIRED. yf ior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ject: i ji er....t.) _ tr )74. 349 Type obl7ection ,,,, /1 Address: 7q ._10. 127- s Daticalled: r) II Di Sp cial instructions: Date wanted: „ /0/f WO/ p .m. Requen: ( 3 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date: \TA\ Approved per applicable codes. 0 Corrections required prior to approval. i4 .00 REINSPECTIqsJ FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter $1vd., Suite 100. Call to schedule reinspection. Receipt No: Date: (206)431-3670 iteffellEMB ,"""' , ' '"' ." " Loject: I- r5T ,fkV - 4erY� a of Inspection: f 4 MEiJr A.13 Address: 7 S /37 37 ` 5r "^ f' Date galled: 2 �� o1 � D w nted: CIO /�Z 7 � Special instructions: _ � U r e -" e Req e ster: C�. ttrti Phone: .S_ 33O %oil INSPECTION NO. Approved per applicable codes. COMMENTS: Inspector: Receipt No: °" INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Corrections required prior to approval. Dat PERMIT NO. nI (206)431 -3670 Z REINSPECTION FE REQUIRED. Pr) r to inspection, fee must be paid 300 Southcenter Blvd., uite 100. Call to schedule reinspection. Date: Projec • Type f spe Address: Date called: ( .-e . "7 (...-.) Special instru ions: Date wanted:_ ' 10/ a. m. Requester: Phone: r - 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. Receipt No: I INSPECTION RECORD Retain a copy with permit A 1 64 A A-ci Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. $47.00 REINSPECTIO FIE REQUIRED. P ior to inspection, fee must be paid at 6300 Southcenter BI ., Suite 100. Cal to schedule reinspection. Pr•'•ct: • . -. Vt - L4)1'3( Ty.eof lnspe io • # I/ / dress: 11 1 S D . 137 S � Date calte.: a Special instructions: Date wanted =.m p I-1/0 . Requester ; ,p 01 'ke P ne: o► P\ - 0 a go INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Recefrpl No: INSPECTION RECORD Retain a copy with permit (v Date: PERMIT NO. (206)431 -3670 -6 Corrections required prior to approval. Inspector: / !! -- ( Date: • ! LNt GAAk/ ( (f 0 J .00, FEE EQUIRED. Prior to nspection, fee must be paid a 6300 Southcenter Blvd., S ite 100. Call to sc edule reinspection. Pro'ect: - 0 'Y c -' o In T pe of In .e ion: - a /. -ci♦ I 1 / 79 L$ / 7 St D Ur/i Special instructions: Da ante : a.m. or/ 101 p.m. Re�q�e P5 tv Da1 -p40 i INSPECTION NO. COMMENTS: ---- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 TS Approved per applicable codes. LI Corrections required prior to approval. •-•() 1 ) Ff - /S PERMIT NO. / (206)431-3670 AC Iispector :-. \ Date: $47.00 REINSPEC A [ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ItQl at.) Type of Inspection: 5 D ddress: Address: . -, i Date called: Special instructions: Lt -3(.0 L Date wanted: it 1, a.m. p.m. equester: , 1 tt- ( ) S( Ot/ Phone: .111A • - 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)41f-3670 Corrections required prior to approval. COMMENTS: uti„ 1-- ;' 5 IMMI••■■•■••■= Inspector: cAi Date: c ,/ ). _ 3 / 0 ( 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: "1,4j.1.,.;:a-:S44-'..v-'4i.Z COMMENTS: t . o Tye;, 9fInspec on: jyr) if7,7 ii"7.1 ( L .f2 re7 e, S /3,1 5 ,f . Dat”a7d Special instructions: Date w n .e .),..-) (r f ' G 1 P.m. Requester: C e2 I { t -. ) sr e -11.)r • v "A"' r'' , j "".'"l, i..... -I ;'"1t!'_ 4tom. kerA _7r; ic- - C zFir. ,., ^ i - -, rn. /.._..A. P . ctc V ' / 1�J _ t . o Tye;, 9fInspec on: jyr) if7,7 ii"7.1 ( L .f2 re7 e, S /3,1 5 ,f . Dat”a7d Special instructions: Date w n .e .),..-) (r f ' G 1 P.m. Requester: C e2 I { Phnne �,:2 o ^!6e0 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 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: INSPECTION RECORD Retain a copy with permit �j' ,/try °L -- 1/,L�,,✓., PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: j� COMMENTS: Type of Inspection: PO Address: 1.42-7q S, (7 ¶ Date called: Special instructions: 319/0 a rc 44, ili t Phone: / V 2- Jac ed3A.'24..-( . O .! c/27 4. c/L 6 2- L/Itt.4 titra \ Project: -- c.3 tv'-9 -\/ l V Type of Inspection: PO Address: 1.42-7q S, (7 ¶ Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: ew INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4,,,J 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 El Corrections required prior to approval. Inspector: Date: CV c ` 1/ 4 2_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 city of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief Permit No. ,L_ -_ -) 1 / f 9- Project Name t _ T t 'J "L .-� -� /1 E. Address t 12-1 1 --_ Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM L , + ,, __ ai Rev. 2/19/98 Date Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 - 575.4439 October 3, 2002 John Kapp 14311 S 16th Street Bellevue, WA 98007 Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -154 4279 South 137th Street In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. � 0 0 — 0 This inspection is intended to determine if substantial work has been accomplished since issuance of the permit W W If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why uj N circumstances beyond the applicants control have prevented action from being taken. U Z ~ F- In the event you do not call for the above inspection or request and receive an extension prior to November 5, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. or last inspection; or if the project should be considered abandoned. Thank you for your cooperation in this matter. Sincerely, r Stefanie Spencer Permit Technician Xc: Permit File No. D01 -154 Bob Benedicto, Building Official L 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor re W l 0O u) �W cn W O g N Z 1) /L. LEENDERS DRYWALL, Inc. LEEN DD 1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354-4629 47-4-re-5 Lor 00. 3 8 ci /VO4; 8/ P°1 073,0/76 05 /9 re'to o") 4-';‘,/ 1 L.5 42,6 re 47u/2/6 4 9 e lt 6.0 j .:17 ck.hg RECE1VED sJ ?OR BULLING DEPARTMENT Dear Nora, May 14, 2002 City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Earthwork Observation Final Report. Fosterview Estates, Lot 36 Should you have any questions or comments, please do not hesitate to call. Enclosure. Sincerely, Aaron Swain, Office Administrator Kappler Architects, P.S. �—'' ' _ ( a H 11 0 11 1 i in y t i t t' ll lit t p 1 tl 11 11 1 11 r c N 0 11 r Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and 'Testing, for lot 36 at Fosterview Estates. Please note that construction was completed to their satisfaction. 14311 SE lbrli Street . 'Be1Tev11e, W'A 98007 1.800.888.4517. (425)641.5320 .tax: (425)c541.531S CO502_39 Final Gaotech Report, Fosterview -Lot 36 (# 980tt31kdRiktyylcrhon tef�latts.com Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 36 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Reference: Plan Review, Fosterview Estates, Lot 36, Terra Associates, Inc., dated July 10, 2001 Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 - 4334 • terra@terra associates.com May 13, 2002 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 36 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 36 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. Mr. Bill Fowler May 13, 2002 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. it 2 UO u W cn u. w O 5/ /3 / 1) 41 da V - BPIC/ :•ae r ' t EXPIRES 1219/ i1.3 j v Encl: Footing Excavation Examination Report O w cc: w w Mr. John Kappler, Kappler Architects g u. w U = Z Sincerely yours, TERRA ASSOCIATES, INC. Bernard taff En Anil But Principal Project No. T- 1515 -2 Page No. 2 DATE FOOTINGS EXAMINED 6� 1 O t PROJECT NO 151S Z PROJECT NAME* FOOTING EXCAVATION EXAMINATION REPORT CONTRACTOR Ate 3 A 4 r N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: — 7 ,ggovE sLPfa2 r pF 2 cr o 2! c'X' SIGNATURE n;€ o TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATEs, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION I V Kw ILL. A STS Tnjivv co Al ' -L (AtC E5it17 . REPRESENTATIVE 6/t C.ok O1— 5t-- ze -, KI,J Ca,eriCe. t 1$ •472r Su/ C ■ 1 I J S' vL COPY TO: S., G'C Rr-7.7-1 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 obnerved in foundation-a due to construction activity or rainfall should be removed prior to concrete placement. I(>vj carol i n 3 FOOTING EXCAVATION FIELD CONDITIONS NOTED vommimmieriammasmi w I s Fo Eztal r s C 4'cdus t — `o Q E CO A) TieUCTc- 2' - To 20 /N 7 AM-r/vv c s -YeY ©N LOT S (a. Siz._ x Pr - 710 - ra svPFiie 2 000 ,as, ,6c e,/N -, pis srie Q � 64 /A1 4 G-O. S . .A-1—t.. Anef54 S ii)e e/ , F /Rte] AN NOi'/ ~ Y/07...6 /N (, . A y /NCf/ r e -ve-c_ t V rii- c4 ARA- N P 1,6 cult S PL/tce4 A-1-0 N(, 7 /v©,e77f OUTS II e665 o / O11 /I6 - r ..._ DATE FOOTINGS EXAMINED 6� 1 O t PROJECT NO 151S Z PROJECT NAME* FOOTING EXCAVATION EXAMINATION REPORT CONTRACTOR Ate 3 A 4 r N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: — 7 ,ggovE sLPfa2 r pF 2 cr o 2! c'X' SIGNATURE n;€ o TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATEs, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION I V Kw ILL. A STS Tnjivv co Al ' -L (AtC E5it17 . REPRESENTATIVE 6/t C.ok O1— 5t-- ze -, KI,J Ca,eriCe. t 1$ •472r Su/ C ■ 1 I J S' vL COPY TO: S., G'C Rr-7.7-1 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 obnerved in foundation-a due to construction activity or rainfall should be removed prior to concrete placement. I(>vj carol i n 3 Kapp ler Architects P.S. VERSIO• na OKLUDES 3 SroRr Job No. Date Lateral Analysis for: Dujardin Plan #1843_A City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 864 864 791 SF SF SF OTHER SF, LONG / SHORT WALL 1 0 I SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 99083 -23 2/29/00 SPM Long Wall B 80 3 0.36 0 32 7 8 8 12 0 12 15 10 8 12.8 9.0 11.0 0.0 079 \ kf(,f. t..Htt. Aiti;t;tS ►C JoxN KAPPLER SIAIL Of wnStiiNGIOti ,. STAMPED" "B" Defa 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 1381 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 28 0 8/21/00 PAGE 1 "Ao t sq. ANNIMMimeitmankiglia 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 ") P SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of Ae))) VALUE USED where: AB Ground floor area of structure AB [ 1361 r max = Max element - story shear ratio square root 37 r max = r s / story shear r = element story shear x 10 / F� element shear Iw (LENGTH) WIND PER SECTION 1618 VALUE USED Ce = Cq qs = Iw WIND EQUIVALENT UNIFORM LOADING . P = (Ce) (Cq) (qs) (Iw) 0.62 1.30 16.40 1 r.= story shear r MAX = I 504 [ 10685 I -9.49 ( therefore use I 1 1 DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 252 5 P= EXPOSURE 0.62 Default for 8 exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xis Min = 1.0 Max =1.5 PSF 5041 =r 0.05 PLF ( SF # FT #FT # FT # FT 8/21/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 4APPI FiRITEC1 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI I L1Il 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 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 _ 7680 F / B EX. WALLS 10 56 12 6720 "INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / 8 EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED Z= R = Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W Wi TOTAL FLOOR FG/Kg41V3320 1975680 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL 1 WEIGHT TOTAL WEIGHT W= 236881# I 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 1 10685 (# Wihi / sum hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 I# 8/21/00 PAGE 3 lairl***M4M0kg *Mir SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) 140 (F) Upper Floor (Main walls) 109 (F) Main Floor (Lower walls) 132 #N /A 0 'ROOF DIAPHRAM Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS a a a 208 346 492 # FT # FT # FT CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 Li y41033,19 16d BENZEIN SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB # FT #FT #FT #FT 18957335.76 677047.7056 80.73 ALOW.Ft= 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 3171.184 #FT 731.501 1050.7) 828621.396 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheeti.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA WIND FORCE (P) Roof (Upper walls) 208 (P) Upper Floor (Main walls) 138 (P) Main Floor (Lower walls) 145 #NIA 0 # /BOLT :72.42: FT O.C. # /BOLT 3.47+ FT O.C. 525 1.33 4713.50 NAILS Not included in total 140 109 132 0 698.251 # FT # FT # FT # FT #FT # FT #FT # FT OK 8/21/00 PAGE 4 V W h Wh F Roof (Up ear 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 #NIA 10685 0 0 0 0 lairl***M4M0kg *Mir SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) 140 (F) Upper Floor (Main walls) 109 (F) Main Floor (Lower walls) 132 #N /A 0 'ROOF DIAPHRAM Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS a a a 208 346 492 # FT # FT # FT CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 Li y41033,19 16d BENZEIN SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB # FT #FT #FT #FT 18957335.76 677047.7056 80.73 ALOW.Ft= 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 3171.184 #FT 731.501 1050.7) 828621.396 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheeti.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA WIND FORCE (P) Roof (Upper walls) 208 (P) Upper Floor (Main walls) 138 (P) Main Floor (Lower walls) 145 #NIA 0 # /BOLT :72.42: FT O.C. # /BOLT 3.47+ FT O.C. 525 1.33 4713.50 NAILS Not included in total 140 109 132 0 698.251 # FT # FT # FT # FT #FT # FT #FT # FT OK 8/21/00 PAGE 4 8 4,5 4.5 3.5 2.25 113 ic*. :;P:1.6 z2 Mo= WaII(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 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 CS16 -30 #DIV /0! #DIV /0! 8 3 5.5 11.5 0 83 1 P y ' r P1-6: . =.1 Mo= 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING #NIA INC O.C. WaII(DL) 240 440 920 0 0 Roof(DL) 990 1710 2340 720 0.00 Mr= 1230.00 3941.67 12496.67 0.00 #N /A T =C 255.43 - 51.24 - 421.24 #DIV /0! MIN PLATE NAILING REQUIRED NA NA NA #DIV /0! 21 INC O.C. #N/A 0 0 0 0 #N /A Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A # N /AA #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 z O u- 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 208 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht, 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 208 0 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xis d SHEAR V WALL TYPE d d 8/21/00 PAGE 5 16 28 0 0 0 119 -> _* .P1- 6' ;.. Mo= 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. Wall(DL) 2240 0 0 0 0 Roof (DL) 720 0 0 0 0.00 Mr- 27626.67 0.00 0.00 0.00 MIN PLATE NAILING T =C -36.05 #D)V /0! #DIV /0! #DIV /0! 15 INC O.C. REQUIRED NA #DIV /0! #DIV /0! #0IV /0! 0.00 I 16 27, 0 0 0 1231P169 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! i #N /A 0 0 0 0 0 0 0 #N /A s #N /A ! I-. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 #N /A #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A #NIA #N /A #N /A #N /A #N /A #NIA I #N/A 0 0 0 0 #N /A1.s. #N/A# = )is.' Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #NIA #NIA #N /A MIN PLATE NAILING #NIA 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 #NIA #N /A #N /A #NIA #N /A EQONT TO BACK UPPER FLOOR Load Ht. 8 co 2/30L REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J w to z 208 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 w F- 2/3DL Z REACTION HOLDDOWN 208 2/30L REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls c c c d d d SHEAR V WALL TYPE d 8/21/00 PAGE 6 8 4 3 5 3.5 179jx;__rP1 =6r. . 11 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 NA CS16 -30 12 12 9 3 0 173kat.P144041 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 #DIV /0! I 8 4 5 3.5 3 1791 §:> .;.e;: P1-6 . 1 Mo= WaII(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 #N /A 0_ #N /A 0 _ #N /A. #N /A', MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #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 #NIA #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 1- z 0 u 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN 346 0 w 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b c b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 I 16 12 5 5 0 252) ,sP1-4 =,s=, Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0! STHD 14 STHD 14 STHD 14 #DIV /0! 16 27 0 0 0 20514t1 Wit ' Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #0IV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! _ #DIV /0! 1 #N /A 0 0 0 0 #N /A #N!A 0 #N /A 0 #N /A I1.'fi #NfAr= tI Ma= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 0 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0.00 0 0.00 0 #N /A 0 #N /A 0 #N /A 0 #N /A 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 L #N /A 0 0 0 0 #N /A #N!A 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 MAIN FLOOR Load Ht. 8 t- x 2/3DL MAIN FLOOR Load Ht. 8 w J REACTION HOLDDOWN 2/30L REACTION HOLDDOWN MAIN FLOOR Load Ht, 8 MAIN FLOOR Load Ht. 8 346 346 346 0 w 2/3DL z REACTION HOLDDOWN 346 ww cn 2/3DL Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls a a a a WALL SEGMENTS b c b b b c c d d d SHEAR V WALL TYPE 8121/00 PAGE 8 8 4.5 1.75 1.75 0 492) =.ON CONC -' Mo= WaII(DL) Floor.Roof(DL Mr- T =C REQUIRED 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 4 INC O.C. 990 385 385 0 1430 1430 3048 0 3630.00 1058.75 2002.58 0.00 4599.86 4801.53 4262.19 #DIV /0! ON CONC ON CONC ON CONC #DIV /0! I 12 8 4 8 0 295 P,1,4j Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 , HTT22 _ HTT22 #DIV /0! L_ #N /A 0 0 0 0 #NIA IZZEMM 0 #N /A , :411, #N/A': a Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A 0 BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0.00 0 0 #N /A 0 #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N/A 0 0 0 0 #NIA IZZEMM 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 #NIA #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 492 O u. 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 LOWER FLOOR Load Ht. 11 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 0 W co 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a SITS ON CONCRETE STEM WALL TRIB.LENGT a b c a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE TRIB.LENGT a b KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 9 I #N /A 0 0 0 0 0 #N /A c-= #N /A 1 Y% Mo= Wall(DL) Floor,Roof(DL Mr T =C REQUIRED #N /A #N /A #N /A #N /A #N /A #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0 0 0.00 0.00 0.00 #N /A 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 #N /A �94gt #NIA$'4dI MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr T =C REQUIRED #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 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 Ht. 11 Mo= Wall(DL) c� Floor,Roof(DL E2 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. J LOWER FLOOR Load Ht. 11 0 w N O z 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 w u) z TRIB.LENGT 492 L_ 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 492 492 2/3DL REACTION HOLDDOWN a WALL SEGMENTS b c 0 0.00 16 28 86504.43 1776 3080 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 45322.67 1470.78 STHD 14 0.00 #DIV /0! #DIV /0! 0 0 0 0.00 0 0 0.00 #DIV /0! #DIV /0! PORTION RESTS ON CONC. WALL a b c 0 0.00 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0 0.00 0 0 0.00 #DIV /0! 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 291 IW P_1=_4` #DIV /0! PORTION RESTS ON CONC. WALL TRIB.LENGT a b c TRIB.LENGT b c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls d d d SHEAR V WALL TYPE 281(x MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 1 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON EXPIRES 8/23/0/ I 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 J.A:1IIESON CONSUL .N•G. C ors d ::r. E r. g . e & ? r ec N an : g er..e : 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 95033 '' 803.2581 • FAX (425) 803.3289 INPUT 4.67 50 0.67 0.67 0.67 0.67 TYPICAL CANTILEVERED RETAINING WALL NAME 35 EFP 0.257 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf/3 F Fk FS Mot Mr Mu W w1 w2 w3 xl x2 x3 x4 A 5 :( ) 4 6416" / 2= 0367 k Znito OUTPUT 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 UNITS # /ft3 ft # ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # #•ft # - ft # • ft "4 y ft ft ft ft .1c ZCO -5I 4 = 40 4/ Alg= I,oKi d= 4 Ayi , n • CT Cle Foorml& spAUs /lozaz. ,0023 41 0 47 (207) 21 JO= NO. _ 2- 18 7%12- DATE SHEET NO. COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against 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 r1 k 1 6#4 - Top I II r 4e to , i o, c, C t z f/J wN: SVo,c, 4!T 3E/J 5 (3) r¢ ca 1-- Jr 4, 8 8 sit 1 r n JC 501 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 OAT: SKEET NO INPUT 35 0.267 5.33 a 50 w4 0.67 w 0.67 t 0.50 toe 1.33 heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 JA..MIESON CONSUL VG Consulting Engineering 6r Project Management TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS COMMENT EFP #1f13 Cf 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 ' # - ft 2,358 # - ft 1,502 # - ft 1,685 # 851 # 533 # 251 # 1.83 ft 0.83 ft 1.25 ft 0.83 ft ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft Z5a)FI =114$/ Mizz: 15/ ' Nml 5rewz_i clize 5Pkv Fox oaDa& A 0.447- a 23 5 Ma 20.3 Z0.(tz) � mety JCS NAME tO l ' r gW JOS NO. 2 lei 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 iSi 3"c2 6 ,r e a 9Y Z ' ___ I.. Cr &-)iq--roT2 - it 4J SE5 I ( . ' I cAz (5) 44c iur JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t ' " ;) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 JANIIESON CONSUL. iO Consulting Engineering & Project %fancgement TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a 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 ft ft ft ft ft 6.67 ft 3.50 ft 1,155 #/ft2 1,246 # / ft2 1.17 ft 0.85 ft 2.33 ft 1,079 # 654 # 1.515 2,631 # - ft 3,985 # - ft 3,672 # • ft 1,591 # 639 # 600 # 351 # 3.08 ft 2.33 ft 1.75 ft -P 20, F51 40 01 ger 4- 4e ta R ' 4e ib to e, /War-: 199'4' TS-475 I 5 1-rV/,t)& o0ff416 PA/t15 JCB NAME TXR , JOB NO. OAT=_ SHEET 1� NO. C= COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wail 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 a N o „ BY V3 Z Y • lll� �I V ,, <<I \ /Q'O, C, frT/z. 42 k 4 Js" o ic, s)4.4 ccQZ (2)@ 7T s JC JAMIESON CONSUL' ' ■G Consaltirg Engir.eerirg & Project NcnEaerrent S01 KIRKLA. D AVE STE B -1 • KIRKLAND WA 96033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.87 0.67 1.33 2.00 JC3 NAME ) 7 T g r '/ 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 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 /ft2 ft ft ft # -ft # - ft # - ft rr # ft ft ft 2500 Fs/ -6/ =- K5/ 46= ZK d 6' 4 =o-37 /e// F /'1D tl /,, roe *4e/2 ./2 go. C. lulu= 2165' 6'= 5•25' X7 /1/ SP%(15 go'. L = 22 big= -4e,4-4/ ulu = ,¢4/ hz:e" d 42 11 A s= o ( G J03 NO. .10 1'/ 74 Y OATS Si- =:T NO. _ OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soli 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 ' J , (3)@ ( )tk4ivT' IS' " ttr I .- t e. ( II . 1 - Lr4&1o 14C12goic. I r g ui AiZ •,74Je K31— (7)4.4 CO/) r 3'c JC JAZIESON CONSULS uv'G Consa!ting Engineering & Project Management 901 KIRKLAND AVE STE B4 • KIRKLAND WA 98033 '' ^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 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 # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Len th of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 #1 ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing # - ft # - ft # -ft ft ft JCS NAME 1t? T ; /« W JOB NO Zo tat DA! SHCCT s iz-0509 1 = 4o gs/ Ali?: 5417 g' d.:'b" ,s - 0.37 /A) ' 7-rg 4s600,c, r t t / � /t ` O f- /VD Oe #4&l20,c, W 3c- /11,c= 245 ` _ 6:Z5 \1 ''‘■3 \i,) ( .e r , EY 1�.1 1 11 -3 111 53- iriT 4L-- 4 el2not c. / tt / .l o Qt co ()_o caor A 4J o f 0� G Al 3 / 'Gl.1z i � ,) s " r JC JANIIESON CONSUL NG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND 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 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 wi 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 2590 Fsi = 40 451 #4 c gs/ g# 5 9,92 d= 6" = o.4/ 4 5 zca J? D I 1/ 1 , g z/lo , 1 p 265 K' . Z5 " = UNITS #1ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft # ft ft ft JC9 NAME f 1 PEW JOB NO re/ By 1i.1 DATE . 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, (d s ct 2;3 SHEET NO.._142._. CF (z) (�l 44&.io cg ( ctiz- ;4x20" &)04- . Cavr .l 11 k JC JAMIESON CONSUL LNG Consulting Engineering & Project Management 901 KIRKLA.ND AVE STE B.1 • KIRKLAND WA 98033 "5) 803 -2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H • 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / f12 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 pct) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft = x: 4o g-51 44 /'Z de" = 0,53,E f/? Z � F07 - 4 (Z'o.c 9I` 0 At= 4- /7 I 7 ' P ^. io Jos NAME Fo5rEP V 1 EW Zo let ° D,! Z JOB N0. 9Y DAl_ Si-=ET NO., 7 C= s • • • (2)4 `'TOP 115111 @l2'o'z lyz #4ee "o,c, 4iL -sJGd 0,c 60 3 t o " ( &) (ONr, JC JAMIESON CONSUL SG Consulting Engineering & Project tifcncgernert 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 OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 FIM) ,ij >oz -4 4 /o'o,c �,. o � &I10" 11 1 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft OO «{J JCS NAME JCS NO. CA7 SHEET NO._5___ CF 5 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 7 1_ Soil weight on heel (120 DO Weight of wall Weight of footing TG " ao Ps / / e5/ 14 At= 23, 3 = stf 4= o74,4L � 45e5 25 /Si sv �J z a o • • 5 NT5 • • 1 _1( 4 g.8 or cr •' f 4c /0lOr CI 2 cGgkiz V r s � G&!)0 n C "OrC , vOr C. r (7) g¢ r • ( V s, r.r • 1 /a / JC JAMIESON CONSU,..... ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 -INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # -ft # - ft ft ft ft ft 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 8.00 3.84 1,788 1,789 1.28 1.26 2.58 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 . = 2509 psi = 5 ks G - 3,9L' d=6" n33/A .70 4ea u F/. ( " * .5 /6'o.cr //fI 410 106(6 ,w77 a 57 NV7` OF P,4Ss/VV • Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing z • SHEET NO. OF n / (Z)#i 4' rep • BY JC JAMIESON CONSULL LNG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT NAME OUTPUT UNITS 35 EFP # /ft3 0.267 Cf 9.17 50 0.87 0.83 1.00 3.67 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 W w1 w2 w3 x1 x2 x3 x4 IZGOF! ,9. 4D Ksi Ma 7 5 J /4 0.47 /41/ .4 5ilocc, PAID ' / " 4io J J7 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft /(JO Air SL D /AIG Fcor7A16 1 ,zrz, NET p s' VV. 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 wail Wall thickness Footing thickness Length of toe Len , th of heel Overall height of equivalent fluid Total footing width Soil bearing if Xis in mid 1/3 Soli 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 0 1I t= trik" a00- 4 /D .g &s'o.c . 4u3 -'-Or'6IO • (z) 44 Top 3 8'' oirs) jc INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 JAMIESON CONSULT it�IG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # -ft ft ft ft ft COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing -�� zxr / I y - 4o �/ gst 045) M = /3.S3 d= S � t �s= 0,4/ 47- #>� 5e-9.c. Co �o) RAID V 4 9sliorct l� = . 475' fi- 77.5 u F00774/6 bPM's // z(z, ti i pA (t/. 3 1 C( ' JOB NAME JOB NO. BY DATE SHEET NO. OF 0 M. 44-&-0 c #4 - 9doec, c, I / a & rR 62a • 44- xet!otie9' (s) coJr 10' 4 -0 (Nr5 Kappler Associate JOB NAME: JOB NUMBER - Architects Dujardin Development Fosterview Estates Plan 1843B DATE: BY: 5/22/00 99083.24 SRU WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) LOWER FLOOR Office 2.50 3.00 7.50 1.00 7.50 TOTAL LOWER 7.50 MAIN FLOOR _ KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY 4.00 5.00 7.00 3.00 6.00 6.00 1.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 16.00 34.17 31.50 9.00 30.00 30.00 5.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 TOTAL UPPER 156.17 UPPER FLOOR MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH 5.00 2.00 5.00 5.00 2.00 4.00 4.00 4.00 4.00 4.00 20.00 8.00 20.00 20.00 8.00 2.00 1.00 1.00 1.00 1.00 40.00 8.00 20.00 20.00 8.00 TOTAL UPPER 96.00 SUMMARY TOTAL GLAZING SQ. FT. 259.665 TOTAL HOUSE SQ. FT. 1,863.00 Glazing % 1 13.9% 8/21/00 Doi - t sal 9908324 - Glazing.xls WATTSUN 5.6 FILE: K:\\KAA\\99\\99083\\9908324.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872B 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 1997 WA STATE ENERGY CODE COMPLIANCE REPORT REFERENCE 414 9.31 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: Floor Area: Weather Data: Climate Zone: Single Famil 1855 ft2 Seattle, WA g' 1 PROPOSED 395 Btu/hr-F 9.13 kWh/ft2-yr Reference Value X U-0.041 U-0.650 U-0.390 U-0.062 U-0.036 ACH-0.350 Value U-0.041 U-0.520 U-0.390 U-0.082 U-0.062 U-0.036 ACH-0.350 Proposed UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non-standard values - check calculation of thermal value. Page 1 06/13/80 HOUSE ID: 99083.24 Area = UA 891 36.5 278.3 180.9 56.0 21.8 2309 143.1 891 32.1 16867ft3( 108.0) Reference UA 414.5 X Area = UA 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) 394.5 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS HOUSE ID: 99083.24 Struc Mass Light Frame, Sheetrock walls M- 3.000 1855 5565 HEATING /COOLING /VENTILATING SYSTEMS Z PROPOSED w ce2 Heating System Type: Gas Furnace V Make: DEFAULT U O System Efficiency: 78 % 22 Modified Efficiency: 61 % u� Design ACH: 0.60 W O Design Load(at 44F dt): 26324 Btu /hr Duct Losses (% Dsn Load) : 6031 Btu /hr (23 %) Total Load: 32355 Btu /hr u.< System Size(Output): 48500 Btu /hr (150 %) = CJ W Average Annual Heat: 84 MBtu ? Annual Cost: $ 469 OI Ww Ventilation System: Integrated Spot 2 o & Whole House pv U) 6 Cooling System: w w SEER: 0.0 ( ) Cooling Load(at 4F dt) : Btu /hr LI O System Size ( %Over) : tons ( ®125 %) . Z Annual Cool Requirement: kWh /yr Solar Access: Partially Shaded z PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Eff S Glz: 4.0% Location Vented crawlspace Attic or garage Avg Rvalue Surface Area R- 8.0 R- 8.0 371.0 ft2 74.2 ft2 PROPOSED PROPOSED South 56.5ft2 North 56.5ft2 Southeast : Northwest : East 56.5 West 56.5 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 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Dear Mr. Fowler: February 20, 2001 Project No. T- 1515 -2 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 36 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 As requested, we reviewed architectural plans prepared for Lot 36 of the Fosterview Estates project located in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTION We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P23 and P2.8, Architectural Plans • Sheet P6.7, Site Section for Lot 36 The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three- level, wood - framed, single - G residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 188.5. The garage level will be at approximately Elev. 176.5. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two- tiered Keystone wall is planned along the south property line to create planned finish grades. The Keystone walls will have a maximum height of 4.5 feet. Doi- 5'4 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com 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 13 feet may be required to construct the foundation for the lower garage level of the residence. Temporary slopes in native soils may be constructed at an inclination of 1:1 (Horizontal:Vertical). Temporary slopes in fill soils should be no greater than 1.5:1. If these temporary slopes cannot be constructed, shoring the excavation will have to be considered. 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 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 Keystone wall is planned along the west side of the lot. This wall 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 No additional surcharge is expected on the Keystone wall. 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 36. To the east, the proposed residence location for Lot 37 comes within 15 feet of the proposed residence for Lot 36. To the west, the proposed residence location for Lot 35 comes within 15 feet of the proposed residence for Lot 36. Backfilling of the south, east, and west foundation walls on Lot 36 should not be affected by construction on either Lot 35 or Lot 37. v U $ W Foundations u. w a We expect the foundation excavation on this lot will extend into competent native soils. These soils are moisture u . 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. W The foundations should be designed and constructed in accordance with the recommendations presented in the w w referenced reports. The foundations should be designed for an allowable bearing capacity of 2,000 psf. v cn Walls supporting backfill should be designed as retaining structures and should be provided with adequate w w 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. . z co 6.1 j U The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting p subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.7, Site Sections for Lot . 36, dated August 22, 2000. The location of 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 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 Knoll • Staff Engirie r V Anil BU :�"t Princip ��`�= ' VONAL BK/AB:ae •:;:j?•- 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 36 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: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 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 P6.7, Site Section for Lot 36, dated August 22, 2000 July 10, 2001 Project No. T- 1515 -2 As requested, we reviewed architectural plans prepared for Lot 36 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. The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 188.5. The garage level will be at approximately Elev. 176.5 and will be constructed with a slab -on- grade floor. 'Do 5 L# 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com • Mr. Bill Fowler July 10, 2001 To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two- tiered concrete retaining wall is planned along the south property line to create the planned finish grades. The concrete walls will extend 22 feet onto the lot from the southeast corner and will have a maximum height of three feet for the upper wall and four feet for the lower wall. DISCUSSION AND RECOMMENDATIONS Excavations and Earthwork 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. All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. Temporary slopes in native soils may be constructed at an inclination of 1:1 (Horizontal:Vertical). Temporary slopes in 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 in 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 slope and foundation areas. The native soils and the existing fill soils at 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 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 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, towards the southeast corner. 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. Walt 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 (pcf). Passive earth pressures acting on the buried portion of the wall can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 300 pcf for the upper wall and 225 pcf for the lower wall. We recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading activity. A coefficient of friction between soil and concrete of 0.40 can be used. No additional surcharge is expected on the concrete walls. Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Adjacent Lot Construction Construction of the residence is planned along both the east and west sides of Lot 36. To the east, the proposed residence location for Lot 37 comes within 15 feet of the proposed residence for Lot 36. To the west, the proposed residence location for Lot 35 comes within 15 feet of the proposed residence for Lot 36. Backfilling of the south, east, and west foundation walls on Lot 36 should not be affected by construction on either Lot 35 or Lot 37. 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 P63, Site Sections for Lot 36, dated August 22, 2000. 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 Courtly Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. A representative of Terra Associates, Inc. should observe excavation foundation subgrades, to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. additional information, please call. Sincerely yours,' . . , TERRA ASSOCIATES, INC. Bernard P. Knoll 1I, E.I.T. Staff Engineer Ani : utail P.E. Printipal e.c ".. MC.' 7o in Cap e , Kappler Architects, P.S. 0 to and backfill operations, as well as If you have any questions or require Project No. T- 1515 -2 Page No. 4 0 DATE: March 11, 2002 PROJECT NAME: Fosterview Lot 36 Building Permit PLAN CHECK NO.: D01 -154 1 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions en 0 regarding the following comments. j wo 1. In order to prevent long -term geotechnical problems on the site caused by alteration of 2 the yards by homeowners the following language shall be recorded against lots 14, 15, and 36 -40: (12 The Fosterview Estates/Pacific Heights subdivision contains areas of steep slopes and z engineered fill. The plat was developed according to the geotechnical recommendations of Terra Associates under the following permits: 2 V 0 u) Preliminary Plat L93 -0014 0 Final Plat L99 -0018 Building Permit D01 -XXX H Miscellaneous Permit M101 -XXX u.. Ili t o U — No owner shall cause or allow the topography of his or her lot to be altered by filling, O excavation or installation of retaining walls or rockeries unless the changes are reviewed z and approved by a licensed geotechnical engineer. The engineer's recommendations regarding slope stability during and after construction, erosion control measures and site - specific construction techniques must be followed. All necessary permits from the City of Tukwila and approvals from the Fosterview Estates Homeowners Association must be obtained before construction begins. C: \Nora's_Files\FORMS\RE VIS ION.DOC PLANNING DIVISION COMMENTS Mr. Bill Fowler Dujardin Development P.O. Box 1059 Snohomish, Washington 98291 Subject: Review of Drawings Lot 36, Fosterview Estates Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences REVISIQ \NOJ i We recently reviewed the proposed site and grading plan for Lot 36 at Fosterview Estates in Tukwila. The plan includes Sheet P2.8 and is dated February 26, 2002. We also reviewed comments from the City of Tukwila in a memo dated March 15, 2002. This letter summarizes our comments pertaining to the review of the drawings and our responses to the geotechnical aspects of the City's comments. Our review indicates that the finish slope in the backyard of the lot will be graded at an inclination of 2.5:1 (Horizontal:Vertical) or flatter. In general, the grading required to achieve this configuration will be minimal based on our review of the existing site topography. However, in the northeastern portion of the slope, minor fills will be required to achieve the 2.5:1 slope. Based on our review of the proposed plans and the existing site conditions, it is our opinion, that from a geotechnical standpoint, the proposed regrading of the slope is relatively minor and is feasible. The minor fills required in the northeastern corner of the slope should be properly keyed and benched into the existing native slope. We recommend that the benches and keyways have a minimum width and height of at least one foot. Also, the fills placed in this area should be predominately granular with a maximum size of three inches and no more than five percent fines passing the No. 200 sieve. The fills should be placed in a thickness of no more than 12 inches and each layer compacted to a minimum of 95 percent relative compaction, as determined by the American Society for Testing and Materials (ASTM) Test Designation D -698. Since the fills will be placed adjacent to an existing slope, it is critical that these fills be properly keyed and benched into the exi §tirf6 tj W ILES indicated above. CORRE TIQN LTR #. D01- lS'I 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra@terra- associates.com March 22, 2002 Project No. T- 1515 -2 Ld vL PERMIT CF►. Mr. Bill Fowler March 22, 2002 We also have the following responses to the geotechnical aspects of the City of Tukwila's comments, which were presented in their letter of March 15, 2002. 2. Based on the proposed configuration (2.5:1 (Horizontal:VerticalJ) shown on the revised plans, the slope is in conformance with the recommendations presented by us on several occasions. Minor regrading of the slope will be required to achieve the proposed configuration. Provided this regrading is performed in accordance with the recommendations given abo"l, it is our opinion that this configuration will provide a stable slope. Of course, no modifications should be made to the slope after the grading is completed. 3. The City has asked if additional drainage is required in the backyard, and if runoff from the slope will create a soggy backyard and moisture penetration into the residence. Subsurface drains have been installed adjacent to the uphill foundation wall. These drains will prevent water from penetrating the residence. Runoff from the slope will tend to infiltrate into the ground if it is allowed to pond at any location. Therefore, in performing the regrading, it is recommended that adequate surface drainage be provided to prevent ponding of water. 5. Permanent erosion control measures should be provided on the slope. These should consist of hydroseeding or other methods that will result in a continuous cover of vegetation on the surface of the slope, as well as preventing uncontrolled runoff. In addition, it is imperative that the vegetative cover on the slope be maintained by the homeowner during future use of the residence. If portions of the vegetation decay or die, such areas should be promptly replanted. We trust these comments are sufficient for your current needs. If you have any questions or if you need additional information, pl Sincerely TERRA Butai Principal AB:ae cc: lames 1VW 03 ...1 7 .3 /tea. /caa. Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 Dear Nora, March 27, 2002 We recently received a correction letter for Lot 36. Attached to the correction letter was a public works comment memo including five items. I am summarizing how we have addressed the correction letter below: 1. Your comment that the grades for the design drawings on lots 35 and 36 do not match is caused by looking at existing grade levels at two periods in time. Lot 35's existing grade was at the time of final plat, while lot 36's existing grade is a recent survey that was performed after the grading was complete on lot 35. If you take the submittal for lot 36 and align it with the submittal for lot 35, you will find that the as- built, surveyed grades are accurate within grading tolerances to lot 35's design grades. This, coupled along with the final sign -off letter from the geotechnical engineer should substantiate that the grading behind lot 35 meets the grading standards for the plat. 2. This item has been addressed via Terra Associates' letter dated March 22 " 2002. 3. This item has been addressed via Terra Associates' letter dated March 22 2002. Also, we have installed a yard drain on the rear of each home, approximately at the southeast corner of the foundation wall. 4. The heavy vertical line was simply a construction line that, unfortunately, was not turned off prior to plotting. 5. This item has been addressed via Terra Associates' letter dated March 22 " 2002. The above revisions have necessitated revising two sheets in our drawing package for Lot 36. We are resubmitting sheet P2.8, dated 3/25/02, and P6.7, dated 3/25/02. RECEIVED IVY OF T LIKWIL, RV1S1ON NO1_ City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Correction Letter #2 Development Permit Application #D01 -154 Fosterview Estates, Lot 36 4279 S 137 St. KAPS Job #00155 _N c 1 _ �.1 �.. • 11 0 11 r 111 J' I c' t i l l 111 f i t H 11 1 11 t r i o 11 1 .ORRE TION L1 R#_ Do - • . \V,1t1E�f ,ih;►� PERMIT CENTER 14111 SE le;t1i Street . 'BilliVUi 1t'A '8OJ7 l.&) ).8$$.451 j • (4?S)t41.c$2o . fax: (425)t 41.1 418 CO302_92 Correction Letter #2 Response ( #00155).doc wmti 1•'iL,mepla►lu.coln Also, we are forwarding a survey of lots 36 — 40, dated 3/8/02. We trust that these comments are sufficient for your current needs. Should you have any questions, or need further assistance, please do not hesitate to call. 'ti ' John ppler, President Kappler Architects, P.S. CO302 Correction Letter #2 Response ( #00155).doc March 20, 2002 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: Sincerely, VIVA 141 Brenda Holt Permit Coordinator encl xc: File No. D0I -154 City of Tukwila Department of Community Development RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number DO1 -154 Fosterview Estates — Lot 36 4279 South 137th Street Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your Revision #you're your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 November 8, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: Sigcerely, Brenda Holt Permit Coordinator encl xc: File No. D0I -154 City of Tukwila Department of Community Development RE: CORRECTION LETTER #1 — Revision #1 Development Permit Application Number D01 -154 Fosterview Estates — Lot 36 4279 South 137th Street 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. 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 -3672. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington -98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 June 27, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D0I -154 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -154 Fosterview Estates — Lot 36 4279 South 137th Street If you have any questions, please contact me at (206)431 -3672. Lei r Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 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) comnlete 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. 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 messeneer service. 6300 Southcenter Boulevard. Suite f'100 • Tukwila, Washington 98188 • Phone: 200 -431 -3670 • Fax: 200.431.3oo5 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED _ 0 PROJECT NAME: `'" �Z '' ^ ` } PROJECT LOCATION. I V *, ('J t L L CONTRACTOR DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO I I r ' REPRESENTATIVE ` ' t . C. c 11.()L- I• ice'!: ?K' j cc- �c ,::"(_ jF ;'C . COPY TO: , >r ,/ � , ( ;) 0 C I ( h t"' PL( /6cvL >) %) o 77/v() _;c://7,717 c. 0 F 7 Q � (_'vrr! 11 ir/G i...0 �t� 1 r ,i/vc)( ; , / (_ / ' !;4: (_'L r'') f: L r ! ,- 'C.{('C /.J 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 areas due to construction activity or rainfall should be removed prior to concrete placement. FOOTING EXCAVATION loroommonownw FIELD CONDITIONS NOTED b T O kt_t- 1 cU n t'tt, ` - 1 - r _ ' ('•: t • ( A. 1 1 , . u , - . . . C.;'‘ .j t _ (! 1 ) 't1(JV' (;; ...- -_ . - ; �I `. f r: %.Jr TZ i ' / > .. r • . r ' ( = ' // r .) ,t_.'.•1 •7-/ Vt.:: + ` : L.A 'V y � -_. t.- l �! _'00 ! l j ': t ' ', ~:C_ . (l/c. C. t.<-. .1r:;r .1 .. 1'Ue..•i:(:.. I ( / ',f ) •\\f/.) n '/ .. - C_; \ /, J 6 . A Li.. /Nr // (- --.&: ti ,� '.NJ( A : > C.. , I) /v< i A!to/i' (v/A . 1 "e./k . 6.7,0 ,4'(.._0/\ /6 - Tit17.. A ..j.. Anorlimor f " ".:T -. 11 .)(.... t�../.)( . - 771/. F., J 7.A' 7 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED _ 0 PROJECT NAME: `'" �Z '' ^ ` } PROJECT LOCATION. I V *, ('J t L L CONTRACTOR DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO I I r ' REPRESENTATIVE ` ' t . C. c 11.()L- I• ice'!: ?K' j cc- �c ,::"(_ jF ;'C . COPY TO: , >r ,/ � , ( ;) 0 C I ( h t"' PL( /6cvL >) %) o 77/v() _;c://7,717 c. 0 F 7 Q � (_'vrr! 11 ir/G i...0 �t� 1 r ,i/vc)( ; , / (_ / ' !;4: (_'L r'') f: L r ! ,- 'C.{('C /.J 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 areas due to construction activity or rainfall should be removed prior to concrete placement. L Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: Site Address: -e:,279 .& &,u rN /57 Revision No. l Summary of Revision: Revision No. vorwasiw■r Summary of Revision: Revision No. Revision No. Summary of Revision: Summary of Revision: Date Received /U-D7 f a/ _Vat e'en Date Received Date Received Date Received REVISION LOG Staff Initials PP -01 Received By: Staff Initials Staff Initials Staff Initials Received By: PERM' .. .10% /Sff Original Issue Date: Received By: Received By: Date Issued 9 /—D/ cc—e/ Date Issued Date Issued aye print) (please print) Date I Staff Issued 1 Initials (please print) (please print) (please print) • Staff Initials 44s Staff Initials Staff Initials ACTIVITY NUMBER D01 -154 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4279 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 Publ j � 14 orbs DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: YtROUTLOOC vri C PLAN REVIEW /ROUTING SLIP j • c Fire Prevention Structural Incomplete C Not Applicable C Planning Division C C Permit Coordinator DUE DATE: 07 -12 -01 No further Review Required DUE DATE 08 -09 -01 4 L...6 r:►ei e tii %61 @0iefpi 1 C DATE: Not Approved (attach comments) ACTIVITY NUMBER D01 -154 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 36 SITE ADDRESS: 4279 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued 4. DEPARTMENTS: Bui u n Division GrZ1 P .lic Wor s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions n REVIEWER'S INITI • LS: VIULOUT E o.x sew n C D Ntr Planning Division h /(L 5 - Z Permit Coordinator DUE DATE:_05 -24 -01 Not Applicable ri No further Review Required C DATE: DUE DATE 06-21 -01 Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT COORD COPY ACTIVITY NUMBER: D01 -154 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 36 SITE ADDRESS: 4279 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Buildin ?vision Al,V Io - Uof P bl W gg #iWAttelt _ r 1 1 Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PERMIT CCp � PLAN REVIEW/R SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -30-01 CORRECTION DETERMINATION: Incomplete E Not Applicable LI Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions n X Revision # I After Permit Is Issued AjL Fire Prevention F71 Planing Division Fi ► - to 01 n ciettect I( C ( Structural U Permit Coordinator No further Review Required 11111111■• DATE: DUE DATE 11 -27 -01 Not Approved (attach comments) DAT 0 C DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: [Au ACTIVITY NUMBER: D01 -154 DATE: 2 -26 -02 PROJECT NAME: Fosterview Estates Lot 36 SITE ADDRESS: 4279 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # j Revision # 1 , After Permit Is Issued DEPARTMENTS: Building Division Public Wo s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP •I IA- Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: C n Q , Permit Coordinator 54 TUES/THURS ROUT G: Please Route Structural Review Required 1-1 No further Review Required C REVIEWER'S INITIALS: DATE: Approved n Approved with Conditions n REVIEWER'S I ITIALS: Not Approved (attach comments) [VI PIA) DATE: PERMIT COORD COPY (VA Planing Division v 3•C,t •oti DUE DATE: 02 -26-02 Not Applicable L._ j DUE DATE 03 -26 -02 DUE DATE Not Approved (attach comments)1 1 DATE: ACTIVITY NUMBER: DO1 -154 PROJECT NAME: Fosterview -- Lot 36 SITE ADDRESS: 4279 South 137 St DATE: 03 -27 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # i X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division P •lic W• k Complete Cgl, Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route Structural Review Required Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 03-28-02 Not Applicable ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 04-25-02 APPROVALS O CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) E Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete ❑ IN] TUES/THURS ROUTI : Please Route Structural Review Required REVIEWER'S INITI REVIEWER'S INITIALS: Docurnentshouting slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -154 DATE: 03 -27 -02 PROJECT NAME: Fosterview — Lot 36 SITE ADDRESS: 4279 South 137 St Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # )C Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ n Ii Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: DUE DATE: 04 -25 -02 Approved E Approved with Conditions it Not Approved (attach comments) E Notation: - 1)14411"; ,��'f` - A Ofl D L Cle Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03-28-02 No further Review Required DATE: e • .yl ' D.2 DATE: Planning Division Permit Coordinator C Not Applicable ❑ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -154 PROJECT NAME: Fosterview Estates Lot 36 SITE ADDRESS: 4279 S. 137 St DATE: 2 -26 -02 SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 X Revision # I,After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete N Comments: C TUES/THURS ROUTING: Please Route a Structural Review Required C No further Review Required n REVIEWER'S INITIALS: !'3 L DATE: ,)-f l -- /07 APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: Al /_ CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention St Incomplete Approved with Conditions C K n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 02-26-02 DUE DATE 03 -26 -02 n Not Applicable n Not Approved (attach comments) ri DATE: � DUE DATE Not Approved (attach comments) n DATE: PLANNING DIVISION COMMENTS DATE: March 11, 2002 PROJECT NAME: Fosterview Lot 36 Building Permit PLAN CHECK NO.: D01 -154 or u4 UQ w 1. In order to prevent long -term geotechnical problems on the site caused by alteration of w the yards by homeowners the following language shall be recorded against lots 14, 15, and 36 -40: u- N d tti O ILI w U� 0- of w U. O Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. The Fosterview Estates/Pacific Heights subdivision contains areas of steep slopes and engineered fill. The plat was developed according to the geotechnical recommendations of Terra Associates under the following permits: Preliminary Plat L93 -0014 Final Plat L99 -0018 Building Permit D01 -XXX Miscellaneous Permit M101 -XXX ui No owner shall cause or allow the topography of his or her lot to be altered by filling, U N excavation or installation of retaining walls or rockeries unless the changes are reviewed p and approved by a licensed geotechnical engineer. The engineer's recommendations z regarding slope stability during and after construction, erosion control measures and site - specific construction techniques must be followed. All necessary permits from the City of Tukwila and approvals from the Fosterview Estates Homeowners Association must be obtained before construction begins. C: \Nora's Files \FORMS \REVISION.DOC ACTIVITY NUMBER: D01 -154 PROJECT NAME: Fosterview Estates Lot 36 SITE ADDRESS: 4279 S. 137 St Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LIl Comments: TUES/THURS ROUTING: Please Route \ PRROUTE.DOC 5/99 ,rte +' Y PLAN REVIEW /ROUTING SLIP C REVIEWER'S INITIAL; APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Structural Incomplete Lil Structural Review Required Approved ri Approve ith Conditions n REVIEWER'S INITIALS: /1 A, CV CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: )( Revision # C C C DATE; 2 -26 -02 SUITE # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 02 -26-02 No further Review Required DATE: tP 2 2 - C . n n Not Applicable Li n DUE DATE 03 -26 -02 Not Approved (attach comments)14 DATE: ?)0 DUE DATE Not Approved (attach comments) n DATE: DATE: PROJECT: PERMIT NO: PLAN REVIEWER: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT COMMENTS 03/15/02 Fosterview Estates - Lot 36 DO1 -154 Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) Grades (elevation contours) in the back of Lot 36 do not match contours on adjacent Lot 35. Please adjust contours accordingly. If Lot 35 wasn't graded per approved plan, please submit an "As- Built" for Lot 35 grading plan and site section, both certified by your engineer, confirming Lot 35 backyard has been graded at 2.5:1 and the slope is stable and proper permanent erosion control measures have been installed. This will allow Public Works to verify that Lot 36 has correct contours. 2) For Lot 36, submit a letter from your Geotech engineer indicating that proposed grading will provide a stable slope without retaining wall(s). Please refer to the plan sheet numbers P6.7 and P2.8 and the latest revision dates in the letter. 3) Is additional drainage system needed in the backyard, or will runoff from the slope infiltrate into the ground and not cause a soggy backyard or moisture penetration to the residence? Please have your engineer address this issue. 4) What does the heavy solid vertical line at site sections for Lot 36 on sheet P6.7 represent? 5) What permanent erosion control measures will be applied to maintain a stable slope? DEPARTMENTS: Building Division Public Works Complete Approved ri PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 154 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 36 SITE ADDRESS: 4279 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued n c REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete l Comments: TUES/THURS ROUTING: Please Route E Structural Review Required C No further Review Required n Approved with Conditions I I Not Approved (attach comments) CORRECTION DETERMINATION: Approved Approved with Conditions Fl REVIEWER'S INITIALS: a C Planning Division Permit Coordinator DUE DATE: 10-30-01 Not Applicable 1 11 DATE: /(1:- DUE DATE 11-27-01 DATE: f i ,� d ri DUE DATE Not Approved (attach comments) DATE: DATE: November 2, 2001 PROJECT NAME: Fosterview Estates Z PLAN CHECK NO.: D01 -154 w Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions � regarding the following comments. � LL w 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 u .. final plat approval. N C:\Nora's Files\LETTERS \FV PLANNING DIVISION COMMENTS ACTIVITY NUMBER: D01 -154 PROJECT NAME: Fosterview Lot 36 SITE ADDRESS: 4279 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete ri Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: J] / P4(_1. ce APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: J fotoica ..s CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 �yr2 +.v?.Sl': ate* �J�i' �. �aA�i `t.'F°�V`.Y,.v�r4�r.....a,Nt :�,�i .n�. p . W.,.� .. Idles — Idi.i�i�Yl6t�tl1ti�1� . I .. PLAN REVIEW /ROUTING SLIP C Structural Approved with Conditions Approved with Conditions Fire Prevention Fl n 41111■1111r DATE: 10 -29 -01 Planning Division Permit Coordinator DUE DATE: 10-30 -01 No further Review Required DATE: 1 - 3 ( D - Not Approved (attach comments) C Not Applicable l l n DUE DATE 11 -27 -01 Not Approved (attach comments) DATE: II • . 1 DUE DATE DATE: City of Tukwila PUBLIC WORS DEPARTMF"T COMMENTS Steven M. Mullet, Mayor Department of Public Works James E Morrow, P.E., Director 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 MI01 -125 was issued for a two tier retaining wall along Lots 36, 27, 38, 39, and 40. Any proposed modifications to the retaining wall should be submitted as a Permit M101 -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 wail approved under permit MI01 -125. 4) Wall details on Sheet P. 8.1 call for DIV.3 Sheet A -1 for m4 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 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone: 20o- 433.0179 - Fax: 20o -431 -3665 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. ACTIVITY NUMBER: D01 -154 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 36 SITE ADDRESS: Original Plan Submittal Response to Correction Letter # 4279 S. 137 St. SUITE # Response to Incomplete Letter # Y Revision # _ L After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: C PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (4 weeks) Approved 56 REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete Structural Review Required Y A- - 1_,.. C Fl Approved with Conditions Not Approved (attach omments) DATE: (0 346 1 C Planning Division El Permit Coordinator DUE DATE: 10-30-01 No further Review Required DUE DATE 11 -27 -01 LI Not Applicable C 11T DATE: II CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -154 PROJECT NAME: Fosterview Lot 36 SITE ADDRESS: 4279 S. 137 St. SUITE # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 C C PLAN REVIEW /ROUTING SLIP Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Fire Prevention Structural Incomplete C CORRECTION DETERMINATION: Approved n Approved with Conditions 1 1 REVIEWER'S INITIALS: DATE: 10 -29 -01 x Revision # 1 After Permit Is Issued 1I Planning Division Permit Coordinator DUE DATE: 10-30-01 Fl Not Applicable C TUES/THURS ROUTING: Please Route n Str ct ra Review Required n No further Review Required -R ��- t DATE: ()\ DUE DATE 11 -27 -01 Approved with Conditionsn Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works .o. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: 4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -154 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4279 S 137 ST SUITE NO: Original Plan Submittal Response to Correction Letter # 1 Fire Prevention Structural Incomplete CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: C C Response to Incomplete Letter # Revision # AFTER Permit Is Issued Planning Division Permit Coordinator DUE DATE: 07 -12 -01 Not Applicable ❑ TUES/THURS ROUTING: Please Route Structural Re ' • ' Required C No further Review Required H DATE: G t (• b DUE DATE 08-09 -01 Approved ❑ Appro vd with Conditions Not Approved (attach comments) DATE: 7//3/0 n n DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -154 PROJECT NAME: FOSTERVIEW ESTATES LOT 36 SITE ADDRESS: 4279 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 PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complet Comme Incomplete rtl 'tee TUES /THURS ROUTING: Please Route Structura Review Required n No further Revie Requir •d REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n V RRl)UII IX)C n DUE DATE: 05-24 -01 Not Applicable n -(( DATE: 05 -22 -01 Planning Division Permit Coordinator DUE DATE 06-21 -01 u n Not Approved (att h comm nts) DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT NO.: DO 1 16'1 BUILDING PERMITS INSPECTIONS ❑ 0000! Progress Inspection Status ❑ 0000' Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection /Modular Stntct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Resteel 00095 Footing Drains 0100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation 00300 Concrete Slab/Slab Insulation 00350 Crawl Space 0400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing 00600 Masonry Chimney 00610 Chimney Installation/All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls A .00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre -rerouf ❑ 01400 Final -Fire 01700 Final - Building ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Rcinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401' Special - Grading, L•xcav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: °--- (V( ew 5. CONDITIONS &Wale pers'vth re - For k-etrnfone re i�y we-kJ 0001 No changes to plans unless approved by Bldg Div ❑ 00101 Special inspection required. notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Suhgrade preparation including drainage. excavation ❑ 0018 Statement from rooting contractor verifying tire retardant class of roof 0019 All construction to he done in conformance w /approved plans 0 "No work shall be done in addition to those modifications..." (1002 Plumbing perrnits shall be obtained through King Co 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ (11122 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall he treated ❑ 01)26 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 111128 Rack storage requires separate permit 0 Electrical permits obtained through L & 1 0030 No occupancy of building until final insp by Bldg Div ❑ (1132 Remove all weeds. concrete. stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ '' maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C 010 will be required for this permit ❑ 0039 Final approval tint all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit 0 00401 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0 0005 AII permits. insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ " Applicant shall obtain a separate plumping permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 011117 All structural welding shall he done by WABO certified inspector ❑ 0008 MI 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 I lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...... ❑ "Water heater shall be anchored...." ❑ "Remo(.' Plan Reviewer: d Permit Tech: Lz+ 3G Date: Date: ACTIVITY NUMBER D01 -154 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 36 SITE ADDRESS: 4279 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # to Correction Letter # Revision # AFTER Permit Is Issued 1 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1111 Comments: PLAN REVIEW /ROUTING SLIP C '' num t out' 50,1 REVIEWER'S INITIALS: Fire Prevention 11.1 Planning Division Structural Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Permit Coordinator C n DUE DATE: 05-24-01 Not Applicable LI TUES/THURS ROUTING: Please Route n Structural Review Required C No further Review Required DATE: oEE DUE DATE 06-21 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE DEPARTMENTS: Building Division Public Works Please Route VIM (Rill MX yr) n C C TUES/THURS ROUTING: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -154 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 36 SITE ADDRESS: 4279 SO 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision _ AFTER Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: L__o r Structural Review Required REVIEWER'S INITIALS: 1'J fr/ APPROVALS OR CORRECTIONS: (ten days) Planning Division 101 C Permit Coordinator n C DUE DATE: 05-24-01 Incomplete C Not Applicable 1 /1 c.) (.1 4, J� kc - ?z G.-t.) nr`• p kJ No further Review ( Required DATE: / /o/ DUE DATE 06 -21 -01 n rti Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -154 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 36 SITE ADDRESS: 4279 SO 137 ST SUITE NO: Original Plan Submittal Response to Correction Letter # Revision if _ AFTER Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Approved Y`RUOWI txx Nry PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: • Fire Prevention Structural DETERMINA OF COMPLETENESS (Tues., Thurs.) Complete Ell Incomplete ri TUES/THURS ROUTING: Please Route Er Structural Review Required REVIEWER'S INIT4ArCi Approved n Approved with Conditions l l REVIEWER'S INITIALS: _ l Approved with Conditions l l Permit Coordinator Comments: n REVIEWER'S INITIALS: Planning Division DUE DATE: 05-24-01 Not Applicable 1 No further Review Required DATE: P ' 34C)( n n DUE DATE 06-21 -01 Not Approved (attach comments) E DATE: 6/Vital DUE DATE Not Approved (attach comments) 1 1 DATE: DATE: City of Tukwila PUBLIC WORKS DEPARTMENT COMMENTS July 26, 2001 PROJECT: FOSTERVIEW ESTATES Lots 36, 37, 38, 39 and 40 PERMIT NO: D01 -154, D01 -161, DO1 -159 DO1 -160, DO1 -152 Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. A separate permit is required for retaining walls and its storm drainage system within lots 36 through 40. Applicant shall contact Tukwila Building Department for retaining wall permit requirements. 2. According to the Planning Department, proposed retaining walls are classified as structures and are subject to a 10 ft rear and 5 ft side yard setback requirements. Revise your plans and sections showing the proper retaining wall locations and show setback dimensions. Your grading plan shall be adjusted to reflect new location of the retaining walls. 3. Earthwork quantities shall be adjusted to incorporate land altering changes due to revised location of proposed retaining walls. 4. Provide call outs on your plans "Keystone retaining walls and associated wall drainage under a separate permit." o300 Southcenter Boulevard, Suite 7100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 - 431.3665 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: TERRA ASSOCIATES, Inc. pfpLie5 7D Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences February 20, 2001 Project No. T- 1515 -2 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: • Sheets P1.0 and P1.3, Architectural Site Plans mom, St,w{ �-1-C, • Sheets P2.7 and P2.8, Architectural Plans lei .ee s Owe p9.d r Q (C2-4-c. • Sheet P6.9, Site Section for Lot 39 Aitzwe 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. do,�ea� x ,,c4P:54o L: A 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra terra- associates.com Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa , etc. Date: /0-14-0/ • Cizy of Tukwila Department of Community Development - Permit Center 6300 Sot thcenter Blvd, Suite.l00 Tukwila, WA 98133 (206)43 1-3670 Response to Incomplete Letter Response to Correction Letter # Revision T 1 after Permit is Issued Project Name: ,t/ /F/ Project Address: 112 77 Contact Person: Summary of Revision: 7 Plan Check/Pe:mitNurnber: 770/ -/51 5r,T35 Lot 310 5. /37 5i- Pa emiLezqg �rtti.✓ /ir %. ((1 Lett . 7y 'eV/SE-0 0,es1 Ar A Q. /ut wytwl //' klirt • • Ofi t w A caaft e v e r 0.5./ .C>s Phone Number: Ii 4teJ 4ME7 7744 P.64c, 7D RECEIVED CITY OF TI IiC4A! ILA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of r vision i cluding date of revision Received at the City of Tukwila Per nit Center by: t.K ❑ Entered in Sierra on 03 /30/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 u i s REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions wi!! not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # El Response to Correction Letter # 2 ® Revision # 1 after Permit is Issued Project Name: FOSTERVIEW — LOT 36 Project Address: 4279 South 137 Street Contact Person: John Kaonler Received at the City of Tukwila Permit Center by: `,/ Entered in Sierra on ✓ Plan Check /Permit Number: DO 1 -154 Phone Number: Summary of Revision: EONS FaL - P A). AM MO S w pki LEVER-- CeriW .22 •o2. AND ieNcLra 01T �• - 7 o2. Rrt.FIVED CITY OF TUKWILA Sheet Number(s): MAR 2 7 2002 "Cloud" or highlight all areas of revision including date of revision PERMIT CENTER 03/20/02 Revision submittals must be submitted in person ar the Permit Center. Revisions will not be accepted through the mail, f, etc. Date: 6 Plan Check/Permit Number: ❑ Response to Incomplete Letter # (X] Response to Correction Letter # 1 C R1 Revision # t after Permit is Issued Project Name: Project Address: /,2 f?tj - , /31 P- S Contact Person: ,—.), /i _., " , Phone umber. 'r Sum of Revision: ✓.,.! i , 1 • ,- . .r ,r 4YF a ' , ..10 • ' e ' .t. . e " 1 . 1 14 i r A o ; I Pr( —i ril I F r' 4 1 I M Sheet Number(s): "Cloud" or highlight all areas of revision including dare of revision Received at the City or Tukwila Permit Center by: C (7y/ ❑ Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Soutucenter Blvd, Suite.100 Tukwila, WA 93133' (206)A31-3670 1 ties REC CITY OF TUKWILA osr_•a1C0 • City of Tukwila Department �f Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 93133' (206)4'31-3670 Revision submirtals must be submitted in person ar the Permit Center. Revisions will not be accepted through the mail, fa. , etc Date: ❑ Response to Incomplete Letter R Response to Correction Letter # / ❑ Revision R after Permit is Issued o F' LD7 36 /p4s at�s�u Sheet Number(s): PMs ?" ?1.3 ?2.Y 2,7 ipb. 7 Received at the City of Tulcvila Pe:rnit Center by: ff Entered in Sie.:a on Plan Check/Pe:mitNumber: Do / Project Name: }re ui 6w . £STATes. Project Address: •4'2 5 /51 iZ • ..' k Contact Person: t•.Jol t11 k . . . Phone Number Summary of Revision: Ver kcYSs t (.4.,,,ii' RC'aZ ? bPcETY 14.05 . "Cloud" or highlight all area of revrsion including dare of revision • . e s/rtru4 , ':7a eoi44.1cen RcD,M» ui. ,t'r" 041 s €.404 ).01$ w -'1/ - Tye xr _a/L. iWc & o c �pL R�ortt't t:7uDA?fc. eF Z, / SLoAE; G bhz,14- • R C t"IV::G ©" fl''''..- r'it.A JUL 1 1 2001 PERMIT CENTER osIoioo FoerierViaA) PROJECT #: CITY OF IIKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 Certificate of Water Availability PART A: (To be completed by app(icant) Site Address (Attach map andl showing hydrant location and size of main): (.50u:0) /37 1,06 Q1Altittit Information: . ". 4 . . -.?‘"PY .c/td#fiit/Clinthbt:Petiotit " Phone: This certificate is for the purposes of: ar Residential Building Permit CommerciaVlndustriai Building Permit Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure f t. Area is served by (Water utility district): Owner/Agent Signature: r The proposed project is located within I t (Use separate sheet if more room is needed) Aciency/Phone›2 (Use separate sheet if more room is needed) A enc /Phone WTRAVAIL DOC 6/5/96 ' Required only if outside City of Tukwila water utility district) Phone: 4: (0L-1 1 -i&0 0 Preliminary Plat 0 Rezone 1 0 Short Subdivision 0 Other 5 /8x 5 /4" oru-- 11111- • PART B: (To be completed by water utility district) (City/County) The improvements required to upgrade the water system to bring i int. compliance with the utilities comprehensive plan or to meet the minimum flow requirements of the project before connection: Based upon the improvements listed above, water can be provided and will be ay.aijab$e at the site with a flow of ( gpm at 20 psi residual for a duration of 2 hours at a velocity of I V- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. By Date PART C: (To be completed by governing jurisdiction) Water Availability: 0 Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in item C2 are met. 0 System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above 111 •A sbcy••1454, • Date Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET T PERMIT RECEIVED lLn t. CEWTER is z W U 0 co Lu WO �W Z� Q • W • 0 O • N 0 w W u' O W Z O Z Lot Address Tax ID # Plan # Main Upr Bsmt Total Gar Cvr'd Base Plan# 1 -13602 42" Ave South 261200 -0010 1843b 835 866 162 1863 637 117 B2000 -072 2 13608 42' Ave South 261200 -0020 1843a 835 854 162 1849 637 192 B2000 -073 3 4202 South 137 St 261200 -0030 2119 964 1155 0 2119 422 109 B2000 -058 4 4206 South 137 St 261200 -0040 2246 995 1251 950"nr 2246 503 139 B2000 -059 5 4210 South 137 St 261200 -0050 2108c 931 1177 906unr. 2108 487 38 132000 -060 6 4214 South 137"' St 261200 -0060 2246 995 1251 950"nr 2246 503 139 B2000 -059 7 4218 South 137 St — 261200 -0070 2246 995 1251 950"nr 2246 503 139 B2000 -059 8 4222 South 137 S'� t — 261200 -0080 2108c 931 1177 906unr 2108 487 38 B2000 -060 9 4226 South 137 St 261200 -0090 2108 931 1177 906unr, 2108 487 38 B2000 -060 10 4230 South 137t St 261200 -0100 2246 995 1251 950"nr 2246 503 139 132000-059 11 4234 South 137 St 261200 -0110 2108 931 1177 906unr 2108 487 38 B2000 -060 12 4238 South 137 St - 261200 -0120 1568a 715 853 0 1568 450 150 B2000 -061 13 4242 South 137'" Place 261200 -0130 2108 931 1177 906unr 2108 487 38 B2000 -060 14 4246 South 137 '1H 261200 -0140 2108 931 1177 906unr 2108 487 38 82000 -060 15 4250 South 137 Place 261200 -0150 2108spc1 931 1177 906unr 2108 487 38 B2000 -060 16 4254 South 137 Place 261200 -0160 2108spc1 17 4258 South I37"' Place 261200 -0170 2246 995 1251 950"nr 2246 503 139 B2000-059 18 4262 South 137 1 261200 -0180 2060 927 1133 0 2060 523 124 B2000 -063 19 4266 South 137 ' Place 261200 -0190 2119 964 1155 0 2119 422 109 B2000-058 20 4270 South 137 Place 261200 -0200 2060 927 1133 0 2060 523 i 124 132000 -063 21 13714 43' Place South 261200 -0210 2119 964 1 155 0 2119 422 109 B2000 -058 22 13710 43' P aI ce South 261200 -0220 2060 927 1133 0 2060 523 124 B2000 -063 23 13706 43r Place South 261200 -0230 1568a 715 853 0 1568 450 150 B2000 -061 24 13701 43 Place South 261200 -0240 1568b 722 849 0 1571 450 43 B2000-062 25 13705 43' Place South 261200 -0250 1843a 835 854 162 1849 637 192 B2000 -073 26 13709 43' Place South 261200 -0260 1843b 835 866 162 1863 637 117 B2000 -072 27 13715 43' Place South 261200 -0270 1843a 835 854 162 1849 637 192 B2000 -073 28 13719 43` Place South 261200 -0280 1843b 835 866 162 1 863 637 117 B2000 -072 29 13723 43' Place South 261200 -0290 1843b 835 866 162 1863 637 117 B2000 -072 30 13727 43' Place South 261200 -0300 1843a 835 854 162 1849 637 192 B2000 -073 31 137 i0 42 Ave South 261200 -0310 2060 927 1133 0 2060 523 124 B2000-063 32 13714 42n Ave South 261200 -0320 2119 964 1155 0 2119 422 109 B2000 -058 33 13718 42" Ave South 261200 -0330 2060 927 1133 0 2060 523 124 B2000 -063 34 13722 42 Ave South 261200 -0340 2119 964 1155 0 2119 422 109 B2000 -058 35 4275 South 137 Street 261200 -0350 1843a 835 854 162 1849 637 192 B2000 -073 36 4279 South 137 Street 261200 -0360 1843b 835 866 162 1863 637 117 B2000 -072 37 4283 South 137 Street 261200 -0370 1843a 835 854 162 1849 637 192 B2000-073 38 4287 South 137 Street 261200 -0380 1843b 835 866 162 1863 637 117 132000 -072 39 4291 South 137t Street 261200 -0390 1843a 835 854 162 1849 637 192 132000 -073 40 4295 South 137 Street 261200 -0400 1843b 835 866 162 1863 637 117 B2000 -072 Owner: Dujardin Development Phone #425- 334 -5018 Fax #425- 334 -5041 Agent: Kappler Architect, P.S. Phone #425- 641 -5320 Fax #425- 641 -5318 FOSTERVIEW ESTATES TUKWILA, WASHINGTON K:\Kaa \98\ 98013 \98013g \Dujardin \Fosterview - Addresses - TaxID - SqFt - Base #.doc CITY TUKWILA P ERMIT CFI1f1' FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 36 ADDRESS: 4279 SOUTH 137th STREET TAX PARCEL I.D. #: 261200 -0360 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ARCHITECT- KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 - 641 -5320 FAX 425 - 641 -5318 CONTACT - JOHN KAPPLER SURVEY - STRUCTURAL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE B.L McDUFFY 3605 COLBEY AVE. EVERETT WA. 98021 425 - 258 -4438 CONTACT - BUD CONDREY 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 SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P13 PHASE C - HOME DEVELOPMENT PLAN Pis MASTER ARCHITECTURAL GRADING PLAN P1.6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P2.8 ARCHITECTURAL SITE PLANS - LOTS 35 - 40 P6.7 SITE SPECIFIC SECTIONS - LOTS 25, 26, 35, & 36 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 36 1'9.0 STAIR DETAILS FOR PLAN 1843 A & B CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS FROM BASE PLAN # B2000 -071) ARCHITECTURAL COVERSHEET AL CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2 STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authanze the violation of any adopted code or ordinance. Receipt of con - tradtor's copy cf approved plans acknowledged. Oate Permit No . rE p r: „T RE Q'UIPED FOR: dF, "ECHANICAL CTRICAL ,_,/ L'vPa:'DlNG L� GAS PIPING CITY OF TUKVIIILA BUILDING DIVISION REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PROP! APPROVAL OF TUKWILA BUILDING NOTE: REVISIONS WILL F Jec A NEW PLAN S ._ AND LAY iN,LLIDI1 ay, PAW AC,C, rte... -rv" C'f ° CIS CC O N co /��� (3, y� o i L 0 N L roc 4 cb m TILE JOB no 00155 SHEET COVER. SHEET A 2 2 001 EXTERIOR FOUNDATION LINE NEW HOME UNDER CONSTRUCTION (TYP.) DESIGNED DRAWN BLE /DJB 1 PLAT CHK 5 8723'28' E 17544' TRACT " A" Ds1 L € 75'35'11' Tan - 155.67' _ R a201.o0' L 265.17' Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 www.poceengrs.com PH: (425) 827 -2014 1 -800- 945 -8408 FAX: (425) 827 -5043 Kirkland • Federal Way • GM Flum 5. 137TH FOSTERVIEW ESTATES LOTS 36 THROUGH 40 / DATE SCALE FELD DU 40 FIN. FLOOR 0 REAR ENTRY =174.0 MARCH 8TH, 2002 1" = 10' 8540Y TEAM DJB /YLA 387 & ELEC. no 50' NOTES: 10 LEGEND GRAPHIC SCALE 10 ( IN FEET ) — — — CENTER UNES PROPERTY UNES — • • RIGHT —OF —WAY UNES REVISIO r'1O. ::;O RRECTiON LTR# 10 PROPERTY DESCRIPTION: LOTS 36 THROGH 40, PLAT OF FOSTERVIEW ESTATES AS RECORDED IN VOLUME 194 OF PLATS, PAGES 62 THROUG 65 INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. O FOUND CASED MONUMENT FI COPY DATUM: BASED ON ELEVATIONS PROVIDED BY R.L. McDUFFY ASSOC. THE CONTOURS & SLOPE INFORMATION SHOWN OVER LOTS 36 — 40 IS BASED ON FIELD OBSERVATIONS TAKEN FEBRUARY 22ND, 2002. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASEUNE WITHIN THE PREVIOUS 12 MONTHS. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332 - 130 -090. Al211fiz PORTION OF: SW 1/4. NE 1/4, SEC. 15, T. 23 N., R. 4 E., W.M. LIMITED TOPOGRAPHIC SURVEY FOR DUJARDIN DEVELOPMENT 20 RECEIVc'D CITY OF 7UKWILA PERMIT CENTER 0 9885 10/25/2003 PROJECT NO 99606.10 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 L0T 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA/PHASE KEY 3 THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL R.ECOM.MENDA710N8 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 MITIGATI0N MEASURES FOR SOIL STABIUTY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE 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 PROWDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF TrIE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES a IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8. THE GEOTECHNICAL ENGINEER 13 TO 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 OF FOSTERVIEW ESTATES, AS APPROVED BY THE OTY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE OTY 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 0R CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CJ T Y OF SEATTLE UTILITY EASEMENT P.M. 03O415 -i -011 17475 EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIWLEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE; REPAIR, ENERGIZ OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITES. TRANSFORMERS DUCTS VAULTS MANHOLES CABINETS CONTAINERS CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPWRTENANCES` TO MARE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO V85; THOSE AREAS HEREIN 811711N THE PLAT OF FOSJERV)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 70 THE GRANTEE 17S 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 CONSITTUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WELL IN ANY MANNER DISTURB THE FACILITIES OR 7HER SOLIDITY OR UNEARTH ANY PORTION THEREOF,' AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF 5AI0 UNES AND APPURTENANCES 7HE CITY OF SEATTLE 1S 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. 711E 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 7IME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE UNE I OIRECRON I DISTANCE 161 N89595419 40.25' 02 NO039 045 10.13' EL3 N8959 54 "W 5826' 664 N7341`17"W 10270' E1.5 N7341'lfW 262 EL6 N193634E 456' 167 N8778'545 51.21' EL8 NO9V7'32E 7244' EL9 N5720'O45 2723' 6610 N8323'465 2958 ' Off N1325575 2255' 6612 N8936'1411 46.42' E7.13 N1409365 35.05' EL14 N8876'09 "W 47.06' EL15 N8876'09 5.12' 6616 N1653'055 32.00' 1617 N2120'455 25.84' 018 N82'40'2319 1486' 019 5774/475 2092' 020 N5202'471W 3209' EL21 N5202'47'W 2592' 5..22 N8920'56 26.97' 5.23 N892056 2439' EL24 989,056'W 16.55' 025 N60'41365 52.67' 0.26 N0000'00E 9.61' EL27 N892056 3340' EL28 S7539'145 45.97' 0.29 N6832395 2242' ELM N19385 38. EL31 N3235'121W 3544' EL32 N8522571W 49.06 Q33 N5157355 1682' EL34 N0845045 22.04' EL35 N41383519 2268' 6636 NO232'46 21.13' 6637 664534E 9 60.03' 6638 NO232 46 19.88' 6639 N38R5'345 23.66' 6640 N6433'41'1 41.66' 0.47 N3805'345 16.16' 1642 N7429'415 26.99' 6643 NO336 32 31.75' 6644 6341932E 25.95' 6645 N08'19'495 15.18' 6646 N2631542'W 1493' 6647 NO2 17.08' 6648 N35 21.05' 6649 522'42'405 16.28' EL50 - N87'48'281W 20 . 74' -ELM N8T4828 W 10.83 EL52 N87 257' 6653 N0137'435 50.00' 054 N355T571W 74.34' 6655 55357155 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE 1 RADIUS 1 LENGTH 1 DELTA EC! 53.11' 5793' 6229'43" 602 47.00' 17.23' 205952 663 33.27' 36.25' 6225'18' EC4 20.00' 49.81 1424151' FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R IM R.L. McDUFFY & ASSOCIATES, INC. L I) ENGINEERS o SURVEYORS LAND USE o CONSULTANTS PLANNERS a MANAGEMENT 36OS CO1BY A IENVE BERM, WASHINGTON 98201 (425) 258 - 4438 FAX (425) M - 1616 DATE 2/7/00 DIG BY KMf' ,roe NO 96089 SIT _AL OF LOT # PHASE PLAN PORCH AREA LOT # ;PHASEI PLAN PORCH AREA ■ LOT 1 A 1843B X 1 LOT 21 2119 5 LOT 2 1843A X LOT 22 B 2060 LOT 3 2119 LOT 23 1 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 I 1 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 D 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 man (1) LOT 35 1843B 9 LOT 16 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 . C j 1843B LOT 18 C 2060 4 LOT 38 ! 1843A j LOT 19 2119 LOT 39 �1843B LOT 20 2060 LOT 40 1 D 1 1843A ! 10 TfMF. PLAN MATRIX & SCHEDULI vvvvvvvvvvvvv vvvv vvvvv v 'V 0/ 0/ vv 0/ 0/ vvvvv vvv vvvvv vvvvvv vvvvvv v vvvvvv PHASE A PHASE B PHASE KEY PHASE C vvvvv yvvvv & PHASE D vvvvv vvvv• vvvv R CONDITION 1. CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2 THE HOUSE DEVELOPM :* -PLAN AREAS. EACH AREA IS TO DEVE CORRESPONDING CON UCTIO` 3. THE CONSTRUCTION AREAS S L BE DEO PER THE GEOTECHNICAL R MMEND OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMTTS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECOM AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MITIGA FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION C GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TATION OF ADJACENT HOME DEYFUBMBNICONSTU 11 ARF64 D. CONSTRUCTION DESIGN PARAMETERS ON A LOT E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATION$ FOOTINGS, AND FLOOR SLABS THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA TAT DEVELOPMENT OT ACHIEVE AN INCLJNATIONO ACCEPTABLE OPTION IS TO PROVIDE A MECHANICALLY STABILIZED RETAINING WALL THE (NORTH ORRECTED DURING THE LOTS WILL HAVE THEIR S LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE GE RECOMMENDATIONS AS WELL AS A LETTER PROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GRO THAT THE HOME, FOOTING AND FOUNDA ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO . MENDATI9NS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN' ' IS TO OBSEIRVE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. D REPORTS ARE TO BE SUBMITTED TO THE CITY OF D TO ADDRESS A. TEMPORARY EXCAVATION OF CONSTRUCTI AREAS MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, R NG WALL AND FLOOR SLAB INSTALLATION METHODS D D AY PLACEMENTS ACCORDING TO GEOTECHNICAL MMENDAT1 NR C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTR ON IN ADJACENT HOME DEVELOPMENT CONTTR CIION AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICAT.ON nu A T m' DV i M' RACK TWAT TWR WORM RAC RPM A(YTIMPi.IS14 F Y, LE N' 251 ANOTI}ER CONCBETOR WEB PORTION' PE PROBI MS EIR SINGqiLLE HNICAL EOTECHNIQAL ED IN R RIYLAT - 1m "NA' BIM TRACT "A" - Doo t--15`1 OME DEVELOPMENT PLAN KEY PLAN • R/W 80 ^QTY , F 'g'; ". {i . A4 160 TITLE .LOB NO.: 9801321 SHEET P1oI LOT # IPHASE PLAN PORCH AREA � LOT # PHASE PLAN i H AREA LOT 1 � A 1843B X 1 LOT 21 2119 5 LOT 2 1$43A X LOT 22 B 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B , 2108 X 2 1 LOT 25 c 1843A LOT 6 2246 LOT 26 1843B I LOT 7 2246 LOT 27 I 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 D 1843B , LOT 10 1 2246 LOT 30 ' 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 j 3 j LOT 33 A 2060 LOT 14 2108 LOT 34 � 2119 LOT 15 MOD'FD (1) LOT 35 1843E 9 LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 C ! 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 ! 1843B LOT 20 2060 LOT 40 D 1 1843A 10 3fMP. PLAN MATRIX & SCHEDULI NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. /777 7 ------ 7;7 1568B 1843A 1843B 2060 2108 2246 I 2119 TRACT "A" PAYYER 7Y LAC - fra ()FACT 87T) OME DEVELOPMENT PLAN DETAIL% P f7TASF C DbI KEY PLAN 80 A Ar 160 TITLE SHEET - o -z N aJ z �v O ' v T3 o C) : N CO JOB NO. 9801321 P1:3 (5. m (e lei Ar r111;;)-1 / ; : %14 , I l a tai accd.--- if$141004 ° sit hail mum um �tlIW o ar, 441h AbENUE 9 9 0 ; L is L 1 11I t PER CIVIL FINAL GRADING PLAN SHEET CO3.1 SHEET £toes ; ON flor TITLE Kappler Associates A r c h i t e c t s 13400 Northup Way, Suite 33 Bellevue, washmgton 9soo5 (206) 641 5320 *Fax (206) 641-5318 Date 05.12.00 By ®PE Description _ n'w p tg gtt ,-ni +C -- JOIN " "I''''-" `SI AI[ 01 WM11140014 T SST ARCHITECTUR PLAN 0630.00 E C CITYCOh CLOUDED FOSTERVIEW PLAT (5. m (e lei Ar r111;;)-1 / ; : %14 , I l a tai accd.--- if$141004 ° sit hail mum um �tlIW o ar, 441h AbENUE 9 9 0 ; L is L 1 11I t PER CIVIL FINAL GRADING PLAN SHEET CO3.1 10 PR& 71" SAE? E9/T A c TOTAL TOTAL ; ADJACENT TO LOT FILL WITHIN R.O.W. LOT CUT I CUT FILL 01 348 133 1 0 0 02 ! 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 25 193 N/A N/A 06 25 20 N/A N/A CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER 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 j 11 60 150 N/A N/A ! 26 . 449 40 45 0 I / 5' nle i ie NOV ': 12 1 87 30 N/A N/A 27 551 40 55 0 13 193 30 N/A N/A 28 647 40 N/A N/A 14 41 150 N/A N/A 29 424 40 N/A N/A 15 45 i50 N/A N/A 30 381 40 N/A N/A 16 45 85 N/A N/A 31! 38 137 ! N/A N/A EX COX/ 17 56 36 N/A N/A 32 35 81 0 83 PCCE 18 76 36 N/A N/A 33 38 1 22 0 66 � 19 108 30 N/A N/A 34 35 37 3 7 20 140 25 N/A N/A 35 596 40 N/A N/A 21 35 25 N/A N/A 36I 580 40 N/A N/A 22 40 38 N/A N/A 37 I 480 40 N/A N/A 23 40 44 N/A N/A 138 446 40 N/A i N/A i Vj 24 282 25 35 0 39 : 395 40 N/A N/A j 25 , 266 38 35 0 40 473 40 N/A N/A S FEASObW AA® FLH.0 UTLITYERSEIIFNT TRACT SOUTHGATE PARK la-DI-571M AND PLR.' ITYTTY£AiE.1EHT VEDESTN/ANAMY RAZE 1/71, DI.. RV, POLE 107R/YATt IDRANACEE r IELNT� I l \� 1dPRNATE \ OHA /NACE sMT GRADE COMPARISION EX Rf:1:NERY IX CXWC WAL IX COYPCYE 1k 1dHRC ONANA/,EES1TI H(A°ERTY LNE - 7YP (7RACTE10Yf TRACT "A" _ 1 iDo t i � t • STEPS 45.0 NEW 5 "CWC W..LK NEW 5" ASPN. WALK S 137TH STREET SEE SHEET A5D FOR SITE STEP WORMATIGN -RA TITLE JOB NO. 98013 SHEET P1.61 SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTU4G OUTLHNS THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P15 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8O 4. STORM DRAIN - SEE CIVIL SHEET C-& TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-YL PROVIDE 4% POSMVE GRADIANT. 11E T1GHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN S SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSMVE GRADIANL CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS we TYPE K COOPPER WATER METER IS FOGTICHT #t CONNECT WATER SUPPLY TO WATER METER SETTER SEE CML SHEET C-13. 7, DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CITE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 207-0 MAXIMUM SLOPE ALLOWED IS 15%. LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TKNiTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADI NT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PIA, P11, P12 , Pt3 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. 1Q CUT AND FILL CALCULATED FROM SHEET PLB. KETFtt NtNG t LLS aNDEK tR sePRRATI< peR -M IT M= ©1- I2S' 0 5 10 20 These have been reviewed f. ce^tc a` ' tdr, net • for o or ordinance.. .,uacy of the dosic, the .!es,ner. Additions, delcn •ts or : _ o • these drawings after this date will v_ c acceptance and will require a resubru ;c, of revised drawings for subsequent approval, Final acceptance is subject to field inspection by the Public Works utilities inspector. Date.4 L. ci! By: t-of 35 SCALE : 1" = 10' "....1 ►lo! 40 19 Q. O N 67 _' i c L a v w w c ■� _ w N Lo Q > r ci) c L cci m Q. nnF JOB NO. 93073 'Ib�!!�I�11 III ►111.111 II II Ilil 1111111 - 11! ,I II 1 111P I N.) I SHEET !DETAIL PL .._ n £1O£6 ON or Kappier Architects P 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 * Fax (425) 641 Date BY Desc�atbn ARCHITECTURAL PLAN ° ,,, ;;L� , ouDED °s �3 ° FOSTERVIEW PLAT S. 137th STREET RETAINING WALL DESIGN EN rim 'Ib�!!�I�11 III ►111.111 II II Ilil 1111111 - 11! ,I II IMO 02.g1 SHEET 1 1J8 93.1 I n. appler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Date By Dascriptbn �. ` iii i' �� .,1 1` 4 * , 1 " " " . ° ' ' :__1 L. ARCHITECTURAL P AN 05.12.00 JR PBRMIT S 0717.00 au CITY CO MM T E NTS . NOT C LOUDED 014.09 CITY COMM , :� E B • :v L. • ED FOSTERVIEW PLAT S SITE PLAN FOR LOT 35 ao 4: i�:�il /� - L KEYSTONE STANDARD MIT FNI54ED GRADE KEYSTONE 4• GAP WIT CCNCRETE OR CRUSHED ST LEYELLI .. PAD iTPfCAL LANDSCAPE igLL SE00 STANDARD IriT - P r NrIt15ET8ACK SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OURMES. TFE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pty. & ALL FOOTING DRAINS' ARE PER DETM. 9/PEO 4. STORM DRAIN - SEE CMI. SHEET C-8. TJCIfi1.I1E FOR HOLE SHALL BE 4' NON - PERFORATED FVC_ PROVE 4% POSITIVE GRADIANT.11E TIGHTUNE AND FOOTING DRAIN TOGER131 AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT .UNCTION THEN CONTINUE TIGHTI.INE TO STORM DRAM 5. SANITARY SEWER - SEE CML SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM' OF 2% POSITIVE GRADIANL. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. & 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 CML 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 AVOWED IS 15%. LOTS2, 3, 4 ,5,6,7,8.9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLIN DED TO STORM DRAIN ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE'GRMMN'f & CONSTRUCTION SEQUEN ING AND TRAPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS Pt0 , Plt , P12 , P13 AND P4{. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER L.ANIDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET' Pt& MPi LClt.:WSEABLE SOIL CL._J CONC7 z�L RA51120 - A ORAN RDCK, r-o MR OYER FOOR. DRAIN FRIER FA ERIC- MEM 500X OR EGI1N. 4' DNA FFATED DRAW PPE EGNTLWED MO En . %OW MANAGE STSTEH / These plans have been re viewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmitml of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works atilities inspector. Date: g 41'11102- No owner shall cause or allow the topography of his or her lot to be altered by fil ing, excavation or installation of retaining walls or rockeries unless the changes are reviewed and approved by a licensed geotechnical engineer. The engineer's recommendat ns regarding slope stability during and after construction, erosion control measures d site specific construction techniques must be followed!. All necessary permits from t e City of Tukwila or approvals from the Fosterview Estates Homeowners Association ust be obtained before construction begins. / ' / 10 : . REAR SETBACK 0 5 10 20 EVISIO CORREi IO'i TRtf SCALE :1 " =10' 71 11 i _ICU_ ITY CO 20'' WIDTH %SI9PE_ SEWER CITYROF TUKWILA PERMIT CENTER 40 rr^^ L? cd CD o P X E u_ T5 C11 c L . cb TITLE JOB NO: 98013 DETAIL PLAN SHEET L. 1 ; 1 •itir•jr !i 1 : I I. 1, 1 Ity.at 1! t r, ms yr; r • t r t , . r , 1 j I j . 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III,H1I, 1 Hjil I r II,IIII u■ 11.9 11j )jR1jjj iii"! ;. ; 1 A 1 I WI I/I ir ti Jiii ri tit; P6.7 SHEET - - Kapp ler Architects, P.S. 14311 SE 16th ST Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5316 DUJARDIN Date By Desatation , , 0 MI . : , SE .• .. , d / STA ,■!, ' , ON 0 , 04 , .„„ 6/27/01 XV REVISIONS 6/27/01 : ., REVISIONS FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT 7/3/01 '1ICITYCOMBNTS : 10/ 24/01 RETAINING WALL REVISTIONS 2/26/02 OSS CIRADINCESINS OR DI 0 REVISIONS 2/28/02 OSS 3/23/02 O$S CITY COMMENTS 6 • • 111 ' . , 1 1 O i : :i i , : ' i • ' i O ! I ' i i , - 1 , I I ; i (AO , • VI i i i i i ! i 1 1 1 I i riH TgR . 10'4' ; ; I ; • !! 1 III i it, ;Ii R4ATLi9 THAN i10 I I . 1 'I I gi I 1, I 1, I .1 , '; . , . M r i I ! I I MI i l ■ I Z: ■ ! I II_ I 'i I il 1 j ! I 1 ! ! I 1 ' N ! ! . 2 $ 1 ! t I I ; ; I ! F ! ! ■ . i i 1 i ! ! ! ! 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END 6x6 KNEE BRACE. TT, 6x6 P.T. POST FNLFI GRADE (4)4 BAR VER_t 5118 NTO F00(1( 4 BUR WRAP •2'ma MHL TCP AND BOTTOM 36,36.. CONC. PAD (4)•4 BAR EACH MT ON SOLID SEBSTRATE TO011 DEPTH PB2 CfaTEOi B.NEE R O TYP. DECK CROSS SECTION 3/4' =7-0' 08200 -1 ' - FOO COIDIT HORIZONT NOOK F90TUNG DOES NOT SLI CONDITION, FOOTN 51, HORIZONTALLT. TOP OF SLAB FOOTNG DOES NOT SLIDE M THIS CONDITION, FOOT)NG SP TOP OF SLAB I' -6' 10' 4' -8' FOUNDATION DETAIL 3/4W-0' GRAHIAR STRUCTURAL FILL SEE SITE SPECRC FWNDAT1a DETAIL FOR FOOTING CCNSTRUCTICN FABRIC - MIRAFf 500x OR MLA! TGHTLNE WASHED 743' MATERIAL 2' -0' MN OVER FOOf'G DR4N 4•• RIGID PERFORATED PEE (4 %MN BLOFE) (8) •4 BAR (DIV.3 SHEET A SOLID SUBSTRATE SEE DETAIL 9/1,8. FOOTING DRAM COS (D1V 2 SHEET A -U 03300 FNISH GRADE TOP CF BAR 0-z 2 @. NOTE Sala MIST BEN 9i PLACE PRIOR TO BILL saassLL OF WALL CF STOP OF FTG narg•3: : 1 3/c4-0' :n CLEAR `J I / 8' / 8' / NTS FOUNDATION DETAIL 5/8 AB. W/ 27053/16' 50 STEEL PLATE WASHERS a 4'-0' OZ. (DIV. 3 SHEET A -I) EXCEPT A5 NOTED CN S4EARUALL SCHEDULE l' MIN. EMBED. (2)4 BAR •TOP •4 VERT_ BAR Q' oc, FILL HEIGHT OF WALL ' (DIV.3 SHEET A -I) TGHL (5) •4 BAR COHT. (DIV.3 SHEET A -D 4 VERT. J BAR • 6'oc EEC (DIV. 3 SHEET A -U DAMP FROM.( DIV. l PINT AI) v ^ 4 NORZ. BAR • IV oc 1'-6' OVERLAP MN) (DIV. 3 SHEET A -I) SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRUCTION (DIV.2 SHEET A -I) SOLID SUBSTRATE 4 CO1C. SLAB OVER 4' ROCK OVER VAPOR BARRIOR FNISHED GRADE ® FOUNDATION DETAIL 3/4=1-0 + \ 12 WASHERS AB, W/ 27076A6• SOL STEEL PLATE sucx A 4'-O' OC. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SHEARAALL SCHECILE l' MN EMBED. (2) 4 BAR •TOP 4 4 HOW. BAR 10' OL_ r -6' CORNER OVERLAP (ION 3 SHEET A-U M. VERT. J BAR S 00 ALTERNATE BBD5 (DIV. 3 SHEET A -I) TGHILHNE DAMFPROCFMG (Dlv- T SHEET A -U FOOTING DRAIN DETAIL 3/4'=1-0• • DOES NOT SLIDE N THIS FOOTING SPANS �. TOP OF BAR OP NTS. FOUNDATION DETAIL /4'=T-0 TOP OF BAR SHED GRADE SLAB ISHED GRADE NTH15 12' CLE • 1 1/2' CLEA DE FOUNDATION DETAIL 3/4'=f -0• 9 L. (NII_ =ni - ° -xHl1■F GRADE It allatik... , _ i �>j A i TOP OF J BAR M 5/e'•d0' AB ®( SB STEEL ELATE °CAW..3 SUET EXCEPT AS NOTED CN r sEED. Z • TOP .4 vEIE BAR • K' CC_, FULL HEE.CF ROLL EDIV 3 SHEET . VERLJ BAR •8' lDN SEET A-D 4 NORL BAR •D•« roN 3 SEET A-U CAFPPROCFNG( DIV 1 SIT AD m TK NIJNE ro s HEEr 0--U '+s (54.4 BAR (DIV3 SOLD SLBSTRA SEE DETAL SIPS. FOOTING ORAN (DN-2 SETT A-0 541 STEEL OL_CDN A5 .r - (2) •4 BAR • TOP AB :" 534, BO. A-U EXCEPT ON SEARIZIALL T' M4 EMBED_ VERT, BAR •IO•CC HEIGHT O WALL (DN 3 SHEET A-U I ERLJBAR•5• (DN 3 SgT A-11 4 HORL BAR •I0 cm (ION 3 SHEET A -U AMP PROOFInGC DN75141 AU r0 - UE C Q BAR 3'-0'•10' i TOPCF FIG (6) 4 BAR (DIV.3 BEET A- 50W SBSTRATE SEE DETAIL SIPS. FOOTING DRAM (D(D1,2 BEET A-U 5/84x10' AB. UV 2')(276M STEEL PLATE WASHERS OL. (DIV. 3 SHEET A- AS NOTED ON SCHEDULE t' - (2) •4 ..._ • TOP FMSH GRADE'° 3/4 =f-0' TOP OF J BAR `m. NOTE 5010 MGT BE N PLACE fR.R TO RLL m BAOSiJ_ CF BUJ_ CF FNE N .ADE E -E 7 -3 Nis tE OW' IngAP t CLEAR P' '' te FOUNDATION DETAIL 111 T2 CLEAR �Rl 3-2' FOUNDATION DETAIL 03300 -12 7 3/4"4-0' O .. 51A8 VEHICULAR SURCHARGE 4 C, RILL L � 0. 5' -� NOTE COG. MAST BEN PLACE PRIOR TO 4 H BAR • .) DAMP SE A ER U T DF .I ' DAMP FROOFMYa(DNISIT V 4 T GH RL E R , 1 'fk v. ! (DI ! BAR 4'-0'•3•« TOP OF .F•- s,' S EET A-11 7 -4' 10' 17_10' FOUNDATION DETAIL 3/44-0' STEEL AB. W/ 250,3W - II STEEL PLATE WASHERS • 4'-0' ' OL. (DIV, SHEET A -I) EXCEPT AS NOTED CN SEARUALL SCHEDULE l' MN EMBED. (I)4 BAR • TOP • VERT. BAR • Q• oc. RILL WIGHT CF WALL (DN.3 SHEET A-3 5 V I R T . J B A R .60 •e' MN. 3 SHEET A-U DAMP PROCRIG (. DIV. 7 5147 Min 4 NOM. BAR •10' OvERLAP (MU (DIV.3 SHE ET A-U TGHTLPE HORL BAR 2'-0' • 16'« (D SHEET A-U SEE ID FOOTING (DIV. 2 9/P SD FOR 4N CONSTRUCTION T.A -U (614 BAR CCN (ION 3 MEET A-U ir �' S4 SOLID SUBSTRATE 4 CONC. SLAB OA. 4 OVER VAPOR BARIOR F00fUNCs DOBSIDf SLIDE N TIM CCIEMC .FOOTh3 SPANS 5/8 ABU/ 27276116' 50_ (KJRQOflA2J Y - A S NO T ON S CFPf TOP Of SLAB AS s IDTED 0-N s(EARUnLL � SCHEDULE 1' MN EMBED- (2)4 BAR • TOP TOP BAR 5 VERT. J BAR .60.6• oc (DIV 3 SHEET A-U F� DAMP PROCFNG DNI SAT AU HORL BARB B' 4- 6 MN) roN3 51.E7 A -U TGHLNE • HORZ BAR 3'-0• • Q• « (DIV 3 BEET A-U SEE DETAIL 911,8. FOR FOOTFG ORAN CONSTRUCTION (DM 2 514EET A -U (614 BAR CANT. (DM 3 SHEET A -U SOLD SUBSTRATE 4• CONC. SLAB OVER 4• ROOK OVER VAPOR BAR2IOR IL'l `1_ PLA�TE�WA $ RS. OL. (DIV.3 SHEET A -1) AS NOTED ON SCFFDILE 1 MIN ? . a)4= •TOP / Q •4 VERT. BAR •I0' RILL (D O: WALL (ION M 3 3 MEET A -U .p 5 VERT J BAR GR60 •.5' « (ION 3 SHEET A-U 4 (FORT BAR • 8' « (DN-3 SHEET A -U 03300 - 07 DAM. PROOFNG (ION l 514T AU' HORL 3 -0' BAR • IV oc (DM 3 SLEET A-U (U 4 BAR CONT. (DM 3 MEET A -U SOLID SUBSTRATE SLAB OVER 4' ROC: APOR BARRIOR FMTS€ED GRADE. \ TOP CF F. i• • z /4 -T-O 1•_4• OUNDATION DETAIL F UNDATION DETAIL /4' =t-O 1 -" FOOTING DOES'NOF SLIDE N THIS commOt F004G SPANS HOdZONTA LT -. TOP CF SLAB TOP OF J BAR 3/4' =T-0 B• VEHICULAR SURCHARaE 2' -0• FOUNDATION DETAIL 12'5110' AB. W/ WASHERS a 4 -0' EXCEPT AS 1' MN. (2)4 =.- a TOP 4 , Z BAR IO OF. T ' -6 CORNER •: - •'(DIV.3 SHEET A - VERT. J BAR W' 0L, ALTERNATE BENDS (DIV.3 SHEET A -I) ME VEHICULAR MIR:HARC. IG EMBED GRADE r /16' SLL STEEL PLATE .C. IDIV 3 SHEET A -U ON SHEARIALL SCHEDULE NG (DIV.1 BEET A -U SEE DETAIL 9/P13 FOOTING DRAIN CONSTRICTIOk(DM 2 SEEP A -U SOLID 5555TRATE (3) •4 BAR CONT. (DN. 3 . =a A -U 5/8,10' AB W/ 27070 STEEL PLATE WASHERS . �• O.C. (DM 3 SHEET A - - "'� AS NOTED CN -. SCHEDULE T (2) •4 = a TOP •4 VERT. BAR .16 CC. FILL I-EIGHT OF WALL (DIV. 3 SHEET A -U 4 VERT BAR a 8' (DIV.3 SHEET A -0 • (01 BAR •10'« (DIV. 3 SHEET A -U D AM111555FHG ( Div 1 SIT AU TIGHTLME (5) '. _ -co, (2) AT (DIv. 3 A -I) SOLID SUBSTRATE SEE DETAIL 90'80 (OOTM5 DRAM CONS (DIV. 2 SHEET A -I) (2)4 BAR eT •4 033049-01 03300 -02 03300 -03 5/8 W/ 550'X3/16 5.0 STEEL ELPLATE WASHERS a 4' -0 0.C. (DIv. 3 SHEET A -I) EXCEPT S AS NOTED ON EARWALL SCHEDULE 1' MN EMBED. (U•4 BAR (3) AT TOE (DIV. 3 SHEET A -1) SOLID SUBSTRATE SEE DETAIL 9x'80 FOR FOOTNG DRAM CCN5TRUCT (012.2 SHEET A -1) Q ILI P8 O O t2( O SHEET SEE DETAIL 9/1,80 FOR FOOTINGS DRAIN CONSTRUCT. (DFV 2 51-EET A-D SOLID SUBSTRATE (3).4 BAR CONT. (DIV. 3 SHEET A -U BAR • Q• OC, FULL O WALL IV. 3 SHEET A -U •4 VERT. J BAR• 6' « (DIV.3 SHEET A -IJ 4 NOR BAR • 10' « (DIV. 3 SHEET AA) DAMP FROCFMG ( Div l 514T AU TIGHTLME 4' ".• BAR 3'- 0'•5': (DI : <. SHEET A -U 03300 - 04 CITTmE T 1 t LHl t JOB NO.L11€ 3 ,.I,- I 98013 SHEET I NMIII■IN 41■11111■ ....■.. I JOB NO. NNOB ° Kapp ler Architects P , I 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 * Fax (425) 641 ..m.. DUJAR DI N Date By 1111■1•1011101MIONMINI, Description P9oI \<„,-, \ \ ','`tT :AAaii,:,'. 1---- _ FOSTE ESTATES THIS DRAWNG IS © COPYRIGHTED AND S THE EXCLUSIVE PROPERTY OF THE ARCHITECT ,.......... z g.: MI ....,_ .II 01.1..... . 1.1.1... ilf.gr---r_ -.mi m../.41//101111 NIP' ill III MEM= 1111" 1111111111 ki :\ 71111•NI WAIAIIIIIIMIII II/ /411111111111111/ imill'ATA IIIIMIW • 11/11/41•1111111111/ JINVAIMMIIIN/ MIAVAIIIIIMINer ' \- \ :\ :j\ ii "I IVIVAIIMIEW 111111 n 15414EIEIrlr 01 11:4 'AI ir, 1 11111 1 I Mk Il 111 1 \- 4 AMASTERS\XREF\PROTO 09 29 1998 11:1107 Seet: LL WorkBlation: PaulNA 1 3/4' • NI / 1 1 I Ira I I 11 I I I IY, KANTER 8TEP PER GPAP8 L 1-3 2 I I I ---- T1 • Ei NouvAala 4 RIDGED PERFORATED HAE 40'4Lt235 AAD ORDYa1 f CO ,g.. 4"R/DG/D PERFORMED P /PE SEE WALL OETA /LS PEOATIMAN AID PaRIC WV, FA 20' PUBLIC UHLDY/ PEDESTRIAN EASEAEVT IS "PRIKVEDIMAVALB AAV SEER E9/T 7/E INTO CATCH BASIN EX 18 591 TRACT "A" L 37 12 SD W PDXS7% AAD PARC O7RITYEASE/ENT DRANACFEWT 10'/YEVAIE ORA/NAG£ES1/T FO'/WAIF ORAAPAGFES/T 10' WALK /CURB 1/77L/Tr EASEMENT CB 12 �•� I75'Rk/VAIE SENERL SEE SHT & ORMYAGEE.SNT VALfTM C -.1R J 5' UTILITY EASEMENT PEQESPiANAN7 RELIC U7RNYEASEV5VT EX RO KEFY EA: our POLE EX CONC WALL NOTE. AS-BO/LT /NFORMIATION /S' AS OF 9/..70/9g 9.9 IS ICCE 1./DS 1./DS AND DRA4NACE ACCESS L /DS /N P t/£MENT ARE 4V ATP. R/41 an/AWNS MAY CHANGE AFTER FINAL LOP? OF ASPHALT PA DEMENT HAS BEEN APPL /ED. cam \\ (12 \\ \ ` A � . ` \ 22 121.73 119.61 (12 xl), 11955 (12 NEJ 23 AE 1 N \ 760. 1 155.79 (12 o \ \ \\ \\ WATER COURSE 4: 762.74 75259 72 E 152.64 (12ivw) 25 9. 6-.1 1 O 1 N \ s \ 26 1 0.3 1 41 \\ \\ 29 TYP 1) 7 .94 138.59 12NEJ, 1:32 4324 (12 73744 (36NWJ \ \ \ 29A(TYP /1) 14922 137.72 (36 (36 131.77 (36 - SE) \ \ \ 3O(TYP /1) 14461 141.61 (OVERFLOW FLEW, 134.87 (12 WW), -- \ \\\, (8" NE OUT), 73796 (36 - SE) f \\ \ \\ WEVAULT /3 140.06 (N ACCESS) 46 \ 142.63 (MIDDLE ACCESS) AY/ LID \ 144.07 (5 ACCESS) \ \ \ 30A TA. 13 :9 736. 2 12 SW, 136.72 (12 'NE) \\ `\ \ 31 \ \ \ • 3i // REMOVED 31 A 1 1 5 519 55 0 115524880 (7 80 (>2 2 NE) E) \ . \ `\ \ 37C(TYPE //) 15600 150.0(2#),' 148.5 (12 EX /STTNC) \ \ 32 151.62 147.49 (12Z \ \ 33 148.69 14574 (72 14564 (123 \ \ \ 34 150.33 745.31 (12 "E,W) \ 35 143.45 CB, 435 R/41 \ \ 36 176.53 173.74 (12 \ '\ \\ 37 166.58 (12 1663 (72iYJ, 76626 (12-0 % \ 37A 171.21 168.10 (72"5) \ \ \ \ 38 759.97 157.37 (12 157.27 EJ \ 39 752.59 149.39 (72 SWJ, 149.14 (12 NWJ 4'41P \ \ \ 40 152.67 1 75 4 0 08 4 2 3 (OVERFLO W ELM 140.93 (8 NE OUT), \ 1 82 ( 36 SE, \ 1 i` 40A 153.10 74860 (12 8"W) 747.45 (36 SWJ, \ \ 141.35 (36(36-Mkt!) \ \ 47 15772 148.68 (8 SWJ \ ' \ 42(TYP /1) 745 49 139.85 (12Z), 139.77 (8 738.75 (8 \ ' \ \ 1 7 \ 414 138.07 (75 1q 4 r� 1o62s 220.64 27 703.7.85 ( (1W) 2 - SW), 10300 (r(75 10291 (rsNYi 45 13006 169.77 728.77 ( 15 SEJ, 128.08 (i5NWJ 76672 (8 SWJ L�sA\ I 46 ' RE /A457 VARR.' E7st.3i (7231 ^XS \ � \ E fu37 (J27YJ .SOS I }6 CB 47 • • OFOO r - - S o 13777/ S77?EE7 m '� k. 9 /r!` /��j;: Bpi B� ry • O S %i t� 12 "30 RA. \ $ 0 • - tn . 0 , �l O g • 6; g s ( w � • � hW �� \ � � k ` m A V \ 3 144.52 13877 12 NE),138.77 (12 21(TYP //J 136.74 129.75 12 129.74(12 E), 137.24 (8 - SW) 12 -A.7'/ =IOU 01.47CYH EX 4VLDP7S) 690E OF EX. ASPHALT WATER COURSE \ \ N \ N 2D PUBLIC U77UTY/ PEOES7R /AN EASEMENT PP W/ LUM /NA /RE CONC WALK PP w/ BASKEBALL HOOP CGWC Wq PLANTER BOX EX ROCKERY EX ROC GRAVEL OR/VE CB RE 9332 B9.74 (15 PLUGCEO TO EAST /E BB, (24 GRA 5400 ASFYH. /W GRAVEL DR CONC DRIVE E RAVEL OR GRAVEL RIVE 50 EX CONC. WALL I \ti EX GUY POLE 1 L 4 - A-, PERFORATED P/, RE rir 1szay /�T'sE /� E 164./12 - HIV 2� • GAS SOUTHGATE PARK EDGE OF EX ASPHALT \ S /OF /L TRI77ON SHALE SEED MIX ROI FESaF 2' Waif Z1CLw7Y X 11 4 '507 V .S A7 SO ,2 S S7VCE MAW AL94 .S A2 85 Ar- 490,PAXTAC .VFQ°5 ~MSS .310 SO APPLY 7fb5' .4147111F .4147111F AT A RA7F area LB�'/AQ� 1711 AM16YlA:MAL 590KS - QP M,PZL7IES OF NAME !E]ZAM H.{N!S SUM AS AU ROSH (.517104',5 ALY1 Z YALE= LLP A�1: 17_: MA9'1(EZED7b RIS PALUS7.9S,2 V .4:A1 (CAA!'X AP ODA9RS AS MIMED BY 7A£ CM: AWARE SEEN AS CAME (73f77A LATIN A REED L'AVNY al455 (H1ALA95'.urA1tlY4CE4 AAD PY109!EL.A .3710FE(LL'EN SAGG�UB'O SO SMALL NOT BE USED WISP ANY alfaa6TAM3S I ; NOTE EX. GAS LOCATED ON HEST EDGE OF PAVE - i ' MENT i EDGE OF EX ASPHALT ■ EDGE OF EX ASPHALT SPEC /F/CA77ONS ALL NO SHAL/ BE /N COYFLRVANL'E MTH #S DOT (APWA) STANDARD PLANS AND SPELYI7C4HOYS FOR ROAD_ ...CB AND MUMLYPAL COYSIRUCBOY.',YD CITY OF TUXIMA STORM LIRAINAGE STANDA�WS CATCH BA_A5 SHALL BE TYPE 1 LAVES, OTNERN SE NO7E2 TYPE U C47al BASWS SHALL BE 54 -AHOY O1A ALL TYPE /1 CATCH BA_A5 _HALL HALE LADLI FS AND SAFETY STEPS ORA /NAGE PIPE SHALL BEPO'Y YLENE SIIDOIH WALL 6Y/ER /D_4 (N -72 BY ADS D_4 EOUALJ UNLESS °THERM - NO7H2 PVC PIPE SHALL BE ASIA' 0-3034 SOR 35. CY/P SHALL BE ALUMOYUAK 16 GAUGE UNLESS 0T7/ERN7. - NO1E0. CATCH BASIN INLETS SHALL LZF VANED CRATES 1.171I 77-440-61.9 FRAME FOR VER77CAL CURBS (SEE EON' CLY/NTYONG NO. 2 -015 SHT C -1B) OR ROLLED CURB FRAM£ AND GRAVE (SiE AZYG CYXAV7Y DAV NO 2 -020, SHT C-142 AS APPROPR /ATE CURB FRAME AND GRATE (SEE KING COUNTY DWG NO 2 -02B SHT C-152 AS APPROPRIATE: MATCH LINE \ >5 °SO '\ N. \I � \ \ \ IDLE OF EX ASPHALT .\\,\ (ABANDONED) \ \ \\ \ . \\ \\ 1125,100 3 T NORTH GRAPHIC SCALE EDGE OP EX ASPHALT (ABANDONED) 0 20 40 80 NOTE THE FOLLOGNNG CBS ARE ACCESS OR ✓UNCAON STRUCTURES, NOT INLETS, AND_ HAVE SOL /0 COVERS.' 5, 78, 18A, 185 24A, 29 29A, 30 40 40A, 42, 46 EXISDSOE TING ROA DITCH PLANNED RESIDENTIAL DEVELOPMEN FOSTERVIEW ESTATES DUJARDIN ;p DEVELOPMENT COMPANY CATCH BASIN DATA (ALCM' a a' s 137711 PULL OFFSE7S ARE R7 FACE OF an? /<HEi CL104s ARE PRESOVT.) 127_412 rfficaty /NLFRT OFV 1 22238 219.33 (BM) 2 218.45 21548 (B "N,S) 3 21200 27067 (8'..57, 21052 (8'v) 4 0475 20010 (8 200.05 (8 5 18673 787.22 (8's), 187.13 (12NW) 187.02 (72 18969 186.09 (72-E) 7 77477 777.73 (12SWJ, 17766 (12-NE) 8 17443 17740 (874/159 9 17463 771.72 (B - SE) 70 188.96 [8154 (12-0 11 180.10 17579 (Y2 -0,, 17569 (12 - SE) 12 779.30 17541 (12 - SE), 17533 (r2N/Y,SW) 13 188.5g 18442 (12 N WJ 14 18320 17684 (12 SENE) 15 177.85 17477 (12iVWJ, 17409 (127SEJ 16 176.81 173.55 (72NWJ, 17E36 (12-NE) 17 17455 170.50 (8 SEJ 78 17497 17004 (OVERFLOW ELM 77000 (8 NW 1678.9(8 76067(36NH,'SW,SE),,76067(8 18A 775.45 16645 (8 SWJ, 76595 (12 NWJ, 16065 (J611/11E,NEJ, 15054(8NE OUT) 189 17695 17324 (12 ° SWJ, 16065 (55-5E) 74 1 FXRRES 3 -15 -00 \ \ \ \ \ N \ •\ • \ N SOUTHGATE PARK KEYSTONE WALL 9I EX SAN NH }3,-30 RE 1117.7 /E /BLS SPEC /F/CA11ONS AU Mc r SHALL BE AV CCAIVRvANCE M►7N MS Dor (APINV STAM7ARO PLANS Ann SPECF/CANCAS RJR Raul iewc4 AM7 ACAN2PAL GCM6:":YGC1101g CITY G1- 17101EA PUBLIC MOWS SEW? GrAS1R CNON AM7 DENI a% ;VT STANDMDS Ann VAL KE SEI ER LASlACT STAM7A D STOOCARONS A/AMMES SHALL BE 48 -NaS INAVE7FR TYPE 1 AWN EGY.ONI/BC CatES lf/E MAAMrCNL 1/064 11/E AlSO? ABnw NE CCM SHALL BE 24 NOES /NcLuDAVC /RAM Ann COMM BASE SEC7AM SHALL GCrVTAM/ A RRFASSCA7W CONCAVE CHANNEL RO ER [PASS .51/PPaPlED RLA,S11C LIVER BY 1 LASER LTD OR EQUAL ALL MANHOLES SHALL BE AHAMi Z V 70 PE MONO OF NE,SEMOPS THE /NIfRr Gig n GY71ZET SEME? S7lALL � A AA 91L OF al FEET MON PE MOWING BMW EZEVAlA S ALL MACES SHALL HAM LADDERS AM7 SAFETY STEPS .%7 APE SHALL BE Pit' ASA/ D- .31734 MR ,# NOTE AS-81//LT /NFORMAAON /S AS OF .9/30/9.9. MANHOLE L/DS /N PAIEMENT ARE /N A7P. RIM E VA7/ONS MA CHANGE AFTER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPL /ED. LX SAN MH /9 -31 RE 2044 /E202.2(B "N S 0 EDGE OF EX ASPHALT EX SAN MR/ /9 -32 RE 237.1 /E 230.7 EX SAN AM' #10-12 RE 10846 /E 100.90 (B' /N SJ EX. ROCKERY /E 10024 (8" OUT NJ EX LYM/L: WALL NOTE SLOE 51/75 C -75 & C -16 Fa? PROWS NORTH GRAPHIC SCALE 20 40 80 EDGE OF EX ASPHALT (ABANDONED) P /PE DATA Mil NO j /MH NO. S.IOPE 1 2 9.55X 2 EX 1271X 3 4 6.51X 4 5 194X 5 6 1.73X 6 7 261X 7 17 70.302 8 19 1035X 19 9 8.84X 9 - 10 5.35X 10 11 1195X 11 12 1495X 12 13 8662 12 14 5.29X 14 15 724X 15 18 1520X 16 17 545X 17 15 224X, 18 EX 14.46X 20 19 15132 CO (LOT 32) 20 12.2X WATER COURSE RAY EX SAN AIR /10 -33 /LIANHOLE DATA r�WA7ER COURSE 2 \ EX. SAN AIM /10-37 746.7 v -- 3: — 1J »T iREET /E 7341 0 IF 1338 (8" OUT) EX. SAN MN /10 -32 RE 149.86 /E 14211 /E 14E45 (8" S) /2 741.35 (8 2) EDGE OF EX. ASPHA /NVERT ELEV 17159 15977 15935 3 1 :9 78141 4 83.30 17304 17287 5 17909 17129 77179 6 17758 16963 16953 7 174 79 16696 166.72 8 789.93 18120 9 17[170 17042 17013 10 17227 76372 163.42 11 ( 16867) 159.22 (FROM MI 7.) 75922 (FROM MH 10) 15872 (OUT, 12 i 157.93 S 147.90 14745 13) 753.45 l 14295 14265 14 Y 144.68 ( 13548 13518 15 T 13650 1 13190 (FROM kW 14, 131.77 (FROM MY 17, 13141 (OUT, 1 1 17 1 1 \ 10 1 / 354 7 40. 13547 13532 18 12090 11150 110.95 19 78609 17563 (FROM MH 20, 17554 (FROM MR 8) 77514 (OUT, 20 79755 RAW EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY z J (f) LLI W J - > m 5 w W W 1 v) 0 C -12 IPPYSTAnavi T MERMAN AE25' .tMVr 10 EDWIN 473E7 OF NOVC WA7ER COURSE raw,Nav) TRACT " 8' NOTE: Dower /M470PWAM MAX aE 25' PEI? JOINT AS AES7E9 117 LOC/7E IK4IERYUM AS AVV A7ED ON PLANS 31 . a■ " 32 1L '�. 33 34 5' tLA/U7LITYEASMEVT 7E COL/ SE S. /3711? SIR 96152.00 C -13 /STALL AMPPYSTA7XW ALF SVT C -14 4, ti DOZECT 0AFRiaN AS AEQo 23 VAX PDT III T x lyl COADEt7E DOWN 1 -8'x8' IEE40x R) 1- B' SAE 14.11E011xR) 1- a GAT marwxW) 37Nal7Eswamp W 1 - B'xr ZEE (JLIzIZ) 1 - 8 " CAE wit (R x1L� RENEW 1171709 BMW APVX(Id75'/Mf) CONCRETE 4007/9 1 -8'x6 01'111/xFi) 1 - 6' 647E MRIE(X x10 1 - B' AYAB 2 EVAID92573 PER 1, AM DEZ4 1 -1/ 4 4471 Y(AB4'11941 (5f 7#11347AL 3 - 77P) COACREIE BLOOM STANDARD NOTES >. APPROXVIA7E LCCADOMS aE EA:5 7NC uizu ES HALE' LEDV 06714.142 F/PF7W AVAILABLE RFCCVA7S AAD ARE PA711N FaP CaVAMOVICE 171E CAVIRACTa? 516411 BE RE - WOML LE Fa? lt7 O7CADON OF LQ,A^ DCW SHOW AND Fa? /XYaOif/Pr OF PGSS DE AID/71 VAD 1/771/7ES NOT S440MN AS 70 AI4.'1D' DAMAGE aP a577/16541/CE CGWTRACIZW SHALL C IVTACT D 1/77L/DES OADAWCROL910 LOCA710N GFVJER 0-800-424-5555) PAW 70 CaleS7RLC7117K Re oMAD? CV? MS REPRESEEIVTAflW SMALL BE LDVTAC7E9 9 A 077177 CONFLICT ExSS1S 2 GOV7RAC7a? SHALL NOfFYDL57RICT EIYGiMEER A MNDILDI OF 48 MIPS M AOYAAVE OF ALL RI.EGY.E57S FaP STAAW4 7E577N4 aP AYS°EC770Al I CGW7RACTa? IS RESPONSIBLE FOR CW7ROL AT RAE CF swam 4. CAV7RAC761? .WALL /7APN/SH SJ5L3° al?AI MYCS FOR APf1ROPIL MNIERE AMMO BY DIE DETAIL S2ECIDCADONS AND Fa? VARIATION MOO 71/E EVADIEDFS L15F,7.. ' 1I S C N7RACRA? SHALL /ASTALL DX/MEAT M AC 'DANCE MIDI MANUFACRAWYS RECOMAIMPA71014 MD 025 sara7 APON^y AAD C777 CF MINNA =WARM • COVJRAC7A? .WALL FLfR/YM ALL A/A7E7P/ALS 7. ALL 1011E7IWA9V R/PE S7/A4: BE DUCTILE APLN aAS5 5z PGLC ' -QV .VWT a? ACWA M. 4L ..aNT, PVT G01ED (ANSI A21.4A £ -57woR (.041 D Hill Ca4L TAR VADDSIA I15TALLA/»W 70 BE IN ACCORDANCE M17N AIA/.M AC7L EP$' RECallionVARONS ALL R1721{GS SHALL BE CAST IRAN AMC SHALL CONFCWAI 70 APPLIaIBCE POR170ID AE ANSI STANDARD A21.14 A21.11, B154 B154 AAO A21.5E AVM A WAWA' PRESSURE RA1FIW aE 150 PS' AAD MILL BF CE MCVT -LAIEQ . ALL GATE YAL IES 70 BE A/LIELLOP. ALL 1/71711AN75 70 BE VIAZLOE 9. WT-215 MD L/t£ TAPS R7 BE MAWS BY CONTRACTOR N 1 ,4115 SPWf eVi )E7rtiEIV1 MOWER AND C77Y Li` 719003A ADD CIA? AN/ST EE NO7F/ED 48 MIPS IY ADVANCE >a CAST ARGW MECHANICAL ..aWT SdEFL£ cotoz G;s RELY/7PE9 11. TAPIDVC DAMES SHALL BE MIDLER CAST ARa% ..CBI EPDXY COALED S1 R. OR NOMAC SST OM STAM E35' S572 DANCE 12 GL'WJRACTaR /S RESPONSDLE FOR ADSFYINC ALL E778Th% PACE TYPES MD SIZES FOR COURDN= CCWATC77ON$ WT- -Alts; AND LAZE TAPS 1.i 3 1/1 FOOT AMAMI' COMP OIfR ALL Mk7ERWA/N PPES 14 LEZ ' R 70 PAY FOR STA7£ COUNT YAND C/Y.WS°EC7KW FE£R 15 ALL AE7DP LGG4770M5 70 BE COCRD/N 41ED MN WA7ER L1S7RCT 0125 SlA°ERM7EAV EIVT. 15 ALL alS77/VC FIRE HYDRA= AAD HAWS 70 81.E OP?A11ONAL AWa? 70 /LiiaEiICSIENT OF CONS7 UC770At 1Z AO CHANGES ARE 70 BE MACE MTWT I1R/77DV APPROVAL BY 711E MD 0125 SLPDRtV7E110- ENT OR DK57A'CT ESP AND TAE" L'1Y OF 1UKMEA PUREE HMS ENWEED. >f REFER T O I 0125 COAL 7AWS AND STAAUAND5 AND 70 7HE WY OF RAt'MCA STAADARD SPECY/7CA7KAVS Fa? ALL AE LAC NO7£S AAD DETAILS 19 PROVIDE 3/4' S PWCE LANE MD TAP COMA EC71aKS Fa? EACH 07371/10 1114271 AEM?. 2a WAAIL/UW ALLOWABLE OPEN MACY SHALL BE 0O FEET. 2f. SW REE3' SHALL BE COMM? D/APII G ALL PEJPAAOS aE PRECF/TAT7OA 22 A YF/ED PR171G7a? CaVPAC71ON AND Wa'SlIVE (YW7ROL 7EST REOUIR D AAD OWES a- TEST REPORTS S:414077E17 7V WE DIS7RAC'T E VOMEME . ALL CO4PAC71OV £4IfAER PAJED AND 7RAFITC AREAS SHALL BE 9S1f WAAZNWAW D17Aff1Y AA2EIE7 PR 4 R P fiEW AS7W D- 1557 ALL 07757? AREAS 70 BE 110.9 MAMA& DAND7T h W. 'D PROCTOR 21 ALL VAL tfSy FARE HYDRANTS AND SERVICES 7O IRE METER SICW 70 BE A1GYL4LED AS PART ' 1:4 , - ea PRIES SURE AND PURITY 7E37S NO EXC.EP776WS 24 7RA177C CON7RCE SHALL BE AV ACCORDANCE MTH q7Y CF 1UKMILA REGV/ANDIEV7S 25 AD PPE AAD ARHA47ENAA42S 1t7 lir 7E3'7ED 70 M171EV 1 FEET OF ANY LZ11!♦LECTZW /G!'N1SS UNLESS O7NERI11SE APPROlE7 BY E7VGAFDP. 25 COW TNRUS'T BLOCR7N; SHALL BE PROMS, AT ALL BOWLS HIS YAL AFS aP OD/ER AAPUR7ENANCiES MERE AV1E7PNAL FM.ES RLE7X/IPE RES/RA/N EDOCKINC ,WALL BE AV ACCORDANCE N1D/ MD 1725 STANDARDS 27. 7HE 7E377AD AND D/SNFECTKW OF DE 1447ER SYSTEM SHALL BE mmesstr BY MO 0125 AIL REMONED HYDRA= MALL BEDIELRDPED 70 711E MNt7OP .9 7R1CT YARD BY 771E CON7RACKVE 1 - T E 4 If 117 ACW 6' If - f; 45' SEPTBOIL'NS RDOCA7EIX 4'VALiE EDCEg` G i ETE iw : EX. ASPHALT W (O m 1 - B' x 6' 7EE (I/✓ X fL) 1 - 6 a47E WIC REZO/EIX NM AN A►5 TALL NEW NW BMW PALK 57' Ray) C NCRElE BLOWMC CONCRETE,CRL _ ._i �CONCRE7E WALL CONCRE I WA CONCRE7E'REPS CONCRETE DRIVE MOIEEX BAD LaNIECTEX Y f N /AEWB• If 1 -S x6'TfE(kVxl]) f - 6'CAE IBHI£(fl xAlp 1- 11111/1/1/7 ASSOMY /110 GRAPHIC SCALE il 0 20 40 80 1' = 40' COI - 1 AN ALLEGRE ENTERPRISE EX HYD EDGE OF EX. ASPHALT JUL J - 8; 226 1910 (iV %VI) CO/CREW !ZOOM 1 EXPIRES, 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY EVERETT PHONE 334 -5018 f - 8'x8' $(If/x ! - 8' CAE NIUE(lz f - 641E NVIE *Ix M41 \ COACIDE DOOM 1- 8;AS'BaD tiff xM/) Lt71pH5E 1- 8'x or EE541x41,1 1- 6'CAE rive-x.40 f - //DP,WTASSSIWI (ff6' C7ICREE7E1I2701V -1-04- rrf Side Elevation Rear Elevation Side Elevation , ji ' \ „.-1or DUJARDIN PLAN #1843B FOSTERVIEW ESTATES Garage 18'5"x25'10' ©carman wpm.. WORK , ,--KOCELERAKRIXKOZRA Storage Office 11'0"x9'9" 32'0" Kitchen Porch 19'ex61Y COPWROHT UNFORMED WORK KAMER MWOONTER AROFWECIO Family 15'4x12'4* IIIIrliiiiii Living Foyer Lower Floor Plan Main Floor Plan • 1 --s ----- , :i- , ,,-. . ---... ---- - -- 4,;: - 1 \ : ■ 11 Ey GARAGE DECK 1 PATIO / SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 866 SF BASEMENT 162 SF TOTAL 1863 SF 637 SF 117 SF SQUARE FQOTAO f5 tlEABIFED TO TNE OUTSIDE FACE GF WALLS. ST.41R5 4 COUNTED ONCE o CALCULATIONS_ OPEN TO BELOW SPACES AND BARAG5 AP NOT INCLUDED o C4LOLATION5. A-7LS 4 7 1 , • DRAWING INDEX AL CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE r 111111111111 Trafil 111111111 Upper Floor Plan t cn Ai A E9 6 4.1 L .1 W 3 01,,c6 ego- W c,) :4 m rk 01 a Z 0 „ ‘ g TITLE JOB NO.. 9908324 BASE PLN B200-072 SHEET r•A iir %."..1 V CR SHEET aSgg Bg9I R 1!1!! is Iv P 1 9 11; II g 1 1 ' I I i i i1fl 41 IP 16 = i [Ile/ ; t Ra it i jiiii ' � E b 1 z1 i 1 l s 1; ti 1 R s g, 1 i01 S a g r� I i f ii °'mt- ii a 1 11F � � � - s_�$� vp4p{i'{i 0,4 1 a R i s a 44 i$ d l a54°y,�} Ra ° ;R qS 39 ° aIPR- s $a ll)1 1 1 1 , 1 ,$ p g � � o� 7 ! �a $ ka �aa ivni 1 Dill Q ia ; ‘11 Plqi! g r a � ' I da , -I ' Pip ,R € Fa a�aa sF I � p $� a k 113 59r a� I. 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MI THIS SHEE PREPARED NO HOUSING TYPE V NONRATED CONSTRUCTION, THIS DRAWING IS QC COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT MN - - -- III aSgg Bg9I R 1!1!! is Iv P 1 9 11; II g 1 1 ' I I i i i1fl 41 IP 16 = i [Ile/ ; t Ra it i jiiii ' � E b 1 z1 i 1 l s 1; ti 1 R s g, 1 i01 S a g r� I i f ii °'mt- ii a 1 11F � � � - s_�$� vp4p{i'{i 0,4 1 a R i s a 44 i$ d l a54°y,�} Ra ° ;R qS 39 ° aIPR- s $a ll)1 1 1 1 , 1 ,$ p g � � o� 7 ! �a $ ka �aa ivni 1 Dill Q ia ; ‘11 Plqi! g r a � ' I da , -I ' Pip ,R € Fa a�aa sF I � p $� a k 113 59r a� I. Vi r � 1 : 1111 lit » .1401 Hie a a I I a gi ti Fri Pi ireti 6IE NUR Oa PN1 11 ;t1 ill 411 x 1 $ Rb11 I l 14iii S r a• i tl 14i s 6' I 11 1 .1 Ag `A1 s N w t I t I t N r Ir �aa orpotrdi p L 4 S ilfg I r I I t ; 4 I Nil 1 WO hif 1 ; h i ; r ,wN I R Jifi'$1iiffIll 1111 Ica i!1jiL !iti 11111ii lildf VW! 11 0191 tho kg Lizi 401 Virj 1 v i F .p J10 „If idl R R p ij a $ $ �� 110 4 3 I I tts}i I;i p f �I c `tilgll li IVFl i�fIM1' It�M�� / F3'-6 F2' 12' -5 12' / 0 0 FP - I) (P - 13) ( g�7 ! FlkaF r (P 6 @ ) P - -nIFF j __ tl ( P -s 1 C - moorage E' -3 12' ( P - ) P E ' a - - 1 D2 I (FP -10 SITE I I Garage CONC I I P_I 8' 'I 4-0' (Fp -3 WINED I 1 � w �e 3 -4 I/2'' - - -( 4 Office CARPET Alekgh VrIG7 L I I \ : -1 12 I6' -3' C, » 5_211• - 1 I J - - I — - ( t 3 1 I � I DECK LADE ABOVE / / 5 -F101D DQERcR SIB / - SLAB V_ FLOB 1'LAFITER�.. BTn FLA{ � I 1 -16) ( P -I6 : I i i - ( FP-I6) _ I J 7 16_4 14' -61/2' 2' - / 32, -0, L 12' SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MINI. - KITCHEN 100 CR1 MIN. -WHOLE HOUSE FAN T CFM MIN. VTOS WI -TOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MIN., VTO T❑ THERMOSTAT • 50 ABOVE FLOOR 0 110, SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TAMER 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 RJRNACE 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 5055 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE- FOUNDATION /LOWER FLOOR PLAN Scab 1/4'=1' -0' ifIkAkIth DI FP -I ) T.O.C. AT 5-1 14 BELOW MFA NOTE SITE SPECIFIC FOUIDATICN PLAN TO BE INCLUDED WITH EACH LOT SPECIFIC PERMIT PACKAGE (SEE SITE PLAN), FOR SITE SFECRC STAR CONSTRICTION USE SITE PLAN 4 SWEET 04- — • I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I ( FP-I ) ( FP -2 ) ( FP -3 ) FP -4 ) FP -5 ) ( FP - ) ( FP -s ( FP -9 ) FP -10 ( (� 12 ) ( 131 ( FP -I4 ) FP - ) ( FP -I6) L 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 IS FOR GENERAL LAYOUT ONLY SEE DIV, 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001, SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5, ROOF FRAMING- SPACING, 24' as. LINO_ 6_ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 264. VERIFY_ 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 4, ALL HEADERS ARE 4x10 DF 2 UNA. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO, SEE DIV. 06100 SHEET A -I CONCRETE STEM WALL S WIDE WITH MIN. 15'x1' FOOTING- SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DI, 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN, 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL SE 4' THICK STEEL TROWELED FINISH, W/ Sx6 WI4H5 4 WW= ON 4' GRANULAR FILL.. SLOPE 2' TO DOOR_ PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A -1 6x6 POST ON.CB66. 1• ABOVE. SLAB ON 36'6'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) 11 4 BAR EACH WAY. SEE DIV.3 SHEET A-I CRAW_ SPACE. VENT. SEE CALCULATION BELOW, SEE DIv. I SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a S os. U.N.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-1 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 40• FELT ON MAT FOOTING UND. PROVIDE 4x6 POST • SEAM SPLICE 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 -I ELECTRICAL SERVICE: PROVIDE (1) 2 12° SCHEDULE S0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/5'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST 24'X24'X1' 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 15' STRIP FOOTING PER DETAIL 16/121. 36,36,12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 0' BAR EACH WAY ( PP -IT 1 STUB STEEL 12' INTO SLAB • 12'Oc (FP ) (PP ) ( PR-20 ) (FP -21) ( FP-22 ) ( FP-23 ) FP -24) FLOOR JOIST SEE DIV - 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING' TI/RU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE Div. 6 SHEET A -1 MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE t JOB NO. C) L9 0 LCJ =D 0 - C/I p LL Co C O T S � 7 (0 co 0 yam! POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOLLAv ti� P e POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER SYMBOLS & LEGEND POINT LOAD FROM ABOVE HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WIT+J SIZE DESIGNATION TO BEUSED ON FLOOR BELOW STxx — HORIZONTAL STRAP WIT// SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ® EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1-- — - WALL .ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS 9908324 9908324 TIRE BASE PLN B200-072 SHEET A2.1 r- if lr lr • Ir W HANGER OPTION USE 2.11 OSILL. •REAR RCN WALT_ r lr l l MAIN FLOOR FRAMING PLAN Scale I /4'.I' -0' DBL! LF -8J ALL FLOOR JOIST ARE: II 1 /a' TJI 150's • 192 oc. SEE DIV. 06100 START FRAMING HERE EXPOSED AGGREGATE COTE LAMING a/'4 BAR AT Eby EACH WAY, 2' ABOVE TOP OF WALL 1 GENERAL FRAMING NOTES 1 1 FRAMING PLAN KEYNOTES I F -I l F - F -3 F 4 ALIGE N OF L IN L FACE OF BEAM WITH OUTSIDE I � FAC l F -5 ( t F -1 F - J F -9 l F-tm t F -11 F -12 ) f F -13 f F -14 F - J 2X6 CEILING JOISTS • 24 OC ;Do\ '54 SYMBOLS & LEGEND 4 SEE COVER SHEET FOR ALL C-EINERAL 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 DI, 6100 51-IEET A -I - TRUSS LOADING SEE DI, 010001,4 SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- PLAN 5. ROOF FRAMING SPACING, 24' oc_ LINO_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2•4. VERIFY. a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF 2 PROVIDE CI, TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -1 BACK FRAMING AND SOFFIT AREA A5 REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL UPSET - BOTTOM OF BEAM EVEN 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 -I FLOOR JOIST - WEE SCHEDULE WU. . SEE DIV. 06100 SHEET A -1 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 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING • 24' OC POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING • POINT LOAD TRANSFERING DOWN � V ? POINT LOAD TRANSFERING DOWN W/ LOADING g� P HANGER POINT LOAD TRANSFERED BY KICKER y HOLD DOWN WITH SIZE DESIGNATION 1 �t VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW S_4 - - -- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXEDNUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE r=" °-'Y'=>• WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING- AND (0 CD LO c^ � _+ (0 `lai '� L1� ✓ , b)* to c ▪ u TITLE BASE PLN 8200,072 • 00 A / / xs T -3 f,2 1 13' -T I/2 / 3 / '. B' - 3 I/2' 4'-0' b' -1 IQ' y -6• Patio CONC ( P -S ) / BOX OUT FOR B- trEYT( P ) 1 1050 50610 5&C ,01.01 •01.5 ,4-.01 I- — J p--� ED ^ I i • 1 I C - - i ,�,, ( P -4) _c I�. 8'DIA COLIM 04 +N• maw l.U.F 1 I 1 * n ' � ( b I H Nook NNYL Kitchen VINYL ° - T" ( P -12) Family (P -15 /— ) ER , DESK 2>6 WAIL 1 REP41 AR l I EK.."-fy i i N L. 2x6 WNU DN Q. TO BOTTCN CF STAIR _..— _.� F-1 UPPER , /IL-.S _ L......_ 0. .r�� . POST 0 / \ I W ,, I I _ 2. HALF etti.L F - 1. k ,� -.. � I�I ".N Uf Tn \) !O / OAR zx 1 i ( P 3 ) P -IS 3' -0' Dinky Dining 3' -9' I'- 2� rcl i .__.. �. . -'� �- 2'- 31R'I.II' XXXXXX 1/2' 2' -T t'r• 3' - ti' ----, - 12' 1 (�. XXXXX (P -12 o E E ■�, } ��� J ' 'L � i i opuut . FR CF _` � D:XX� L OPf Dffl s. p_ . 6050 Imo }t6 C a 2Ik 6' -5 ITV / 6' -iI 1/4' (P -4 ` 4' -10 /4' .1) 6D5D - r 6' -II. i Covered X :.. Landing Porch ! CONC DOON T in WOOD I GRADE 4 I/2 7 r ( P -I6 ) l 7 IT-3. S 12' -il? U2' / 32' -0' GLAZING CALCULATION TOTAL SF OF HOME 1855 SF TOTAL SF OF GLAZING 22033 SF TOTAL OF GLAZING 11.8 S SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WAN- MGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND Fl FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MN. IU -IOLEE HOUSE FAN 100 CR1 MN. vTOS ® WHOLE NOUSE EXHNJST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MN., VTO (]T THERMOSTAT r 50' ABOVE FLOOR ( 110v SMOKE DETECTOR PER USG WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TRIER 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 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 32'-0 MAIN FLOOR PLAN Scala I/4' =I' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES i OCCUPANCY SEPARATION: APPLY CI) LAYER 5/8' TYPE 'X' OWES. 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 E -DIV 010025 SHEET A -I. I MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010020 SHEET A -I STAIR ASSEMBLY NOTES: PER MC SECTION 1003 A HEADROOM MIN. 6'-8', WIDTH MIN. B. TREADS i0' MIN. DEPTH, RISERS 8' MAX. HT C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL 1 1/2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND I I/2' MIN_ CLEAR FROM WALL, RETURN RAIL. ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLAS). E COVER USABLE SPACE UNDER STAIR W/ 5 /S' TYPE 'X' GOB. (2) LAYERS ® CEILING. AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4 BETWEEN BALUSTERS. SEE Div. 01002. SHEET A -1. SAFETY GLAZING PER USA, SECTION 2406 .4. WINDOWS WITHIN IN OF FLOOR B. WINDOWS WITHIN A 24' ARC. OF DOORS C. WINDOWS Al" TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 05800 SHEET A -I EGRESS WINDOW PER MC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IC-NITERS FOR GAS FIRED. APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I ( P ) COVER WALLS ADJACENT TO S AND SHOWERS WITH NON - ABSORBENT TUG MATERIAL TO 10' ABOVE DRAIN INLETS. S=E DIV 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER ( P I 1 P -2 P -3 ( P -5 ( P -0 ) ( P - S ) ( P -9 ) (P - t 0 ) ( P - II I P -12 ) ( P -13 (P -I4) ( P -IS ( P -16 ) ) ( P -IS (P -19 ( P -20 ) ( P -21 P -22 ) ( P -23 ( P -24 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2_ ENERGY AND AIR QUALITY INFORMATION SEE Div. 17 SHEET A -1 3. SEE BUILDING- ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5_ SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FRAMNG. S MAX RISER WITH 10' MIN. RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24 CRAW SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE_ WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT. VENT. FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010020 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO USG REQUIREMENTS. SEE DI, 010020 SHEET A -I C. HEARTH SHALL CONFORM TO USG REQUIREMENT. SEE Div_ 010028 AND 9 SHEET A -1 D. 5B' TYPE 'X' GWE ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36• GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSMGS. B VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER USG SEE Div_ 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL GARAGE 835 SF 866 SF 162 SF 1863 SF 637 SF DECK / PATIO 117 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED N CALCULATIONS. TITLE SHEET A3 9908324 03 CO JOB NO.: 9508324 BASE PLN 5200 -072 UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale V4'•P_0• F -8 ALL FLOOR JOIST ARE: II 1 /8 TJI 150's .192 oc. 5EE DIV. 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I ) F -2 F -3 I F -4 I F F -6 ) [ F -1 ) F-3 3 I F -9 ) F -10 I F -II ) E F -12 ) I F -13 F -14 ) E - ) o \,--1 5 Li O POINT LOAD FROM ABOVE 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 IS FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001, SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- PLAN 5- ROOF FRAMING SPACING, 2, oi_ LINO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION - 1. RAFTER TAIL 2x4 - VERIFY - 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 OF *2 UNA. PROVIDE CI) TRIMMER STUD UP TO 4 -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA- SEE DIV. 06100 SHEET A -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.IS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS- ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE', OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DI, 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV_ 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE WEIGHT PRESSURE BLOCKING SEE DIY 06100 SHEET A -I FLUSH - BOTTOM OF REAM EVEN W/ BOTTOM OF JOISTS TOP CF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOIIN BELOW JOISTS TOP CF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X6 OVERFRAMING ® 24' OC 2X6 CEILING JOISTS o 24' 00 SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN � POINT LOAD TRANSFERING DOUN W/ LOADING HANG -'cR L POINT LOAD TRANSFERED: BY KICKER N HOLD. DOWN WITH SIZE DESIGNATION - °� �.. i0 B V'RTICAL STRA WITH SIBELZ GN DESIATION E USED OGOR OW STxx -- -- HORIZONTAL STRAP WITH 512E DESIGNATION a INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL T — WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND TRL JOB NO.:: 9308324 BASE PLN B200 -072 SHEET A4 aanaQ �n SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 GR1 MIN: - .ICI-1EN 100 CF MIN -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOA HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN, VTO Q THERMOSTAT ® 50' ABOVE FLOOR O' 110v SMOKE DETECTOR PER USG WITH BA, IErcV BACKUP INTERCONNECTED cp 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANI PLUMBING, AN ELECTRICAL SYSTEM. FOR UNITS: PER DIV 15,16 NEE SHEET Al 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. UPPER FLOOR PLAN Scale V4'.I' -0' GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I ) ( P -2 A. HEADROOM MIN 6' -8', WIDTH MIN 3' -0 B. TREADS 10 MIN DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 112' MIN. TO 2' MAX CRO55 SECTION DIMENSION AND 1 I2' MIN CLEAR FROM WALL, RETURN RAIL -- NDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT I1.1411 CS E COVER USABLE SPACE UNDER STAIR W/ 5/8 TYPE 'X' G.WB. (2) LAYERS . CEILING AREA, F. INTERMEDIATE BALUSTERS SHALL. BE SPACED W/ LESS THAN 4 BETWEEN BALUSTERS_ SEE DIV 01002. SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IV OF FLOOR B. WINDOWS WITHIN A 24' ARC CF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRWELLS F. WITHIN N. OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS. WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB. SEE DIV IS SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ 8' MAX RISER WITH I0' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SWEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS 11/ 30' HEAD CLEARANCE INSULATE AND WEATHER STRIP. SEE Div. 010021 SHEET A -1 ( P -12 ) FLOOR MATERIAL BREAK LINE ) WALL LINE ABOVE ( P -4 ) ( P -5 ) ( P -6 ( P -8 ) l P - 9 ) ( P -IS ) ( ( P -is ) P -IS ) ( ( P -n ( P -IS [ P -19) ( P -2m ) P -21 ) ( P -22 ) '1)01 H3(.1 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENE T AND AIR QUAILI,T INFORMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A -L 4_ SEE TYPICAL MATERIALS LIST OK SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING, AND ELECTRICAL WALL LINE BELOW FIREPLACE ASSEMBLY' NOTES: A_ 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 UBC, REQUIREMENTS. SEE DIv. 010028 SHEET A -I G HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 010025 AND 9 SHEET A -1 D. 5 /8' TYPE 'X' GLUES ON 140U5E SIDE OF CHASE CLOSURE TO ROOF 514EATHING. SEE SITE PLAN FOR EXTENT OF WALKS AMC: DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SWEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA ( P - I INTEGRATED MAKE UP AIR ( P -24 ) 2x6 STUDS W/ R -I9 INSULATION MIN. OCCUPANCY SEPARATION. APPLY (I) LATER 5/8' TYPE 'X' G1UB. 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 1 3/8' MIN SOLID CORE. DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 5HEET A -I STAIR ASSEMBLY NOTES. PER UBC SECTION 1003 0 N. H- U) CO W CD CIJ TITLE JOB NO.: 9908324 BASE PLN 58200 -072 SHEET 9908324 CD J N cc 7r cvs 3) 6 L 20 N CO CO 2) CD 73 A5 CV ROOF VENT CALCULATION BASED ON S 2-VT HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON ...IBC SECTION 15053 TOTAL ROOF AREA 862 5F/300 =287 5F OF VENT AREA REQ 50 % AT EAVE ...144. SF REQUIRED 50 % • 36' (MM) ABOVE EAVE = 144 SF REQUIRED 5 ROOF JACKS AT 50 SQ IN EACH =250 SQ. N. 174 SF 495 LF_ OF EAVE VENTS AT 52 SQ IN/LF= 257.4 5Q IN =179 SF / GABLE END VENTS AT 18_ . x_ = 24 SQ IN.=.9 5F _ GABLE END VENTS AT x = SQ IN. =O SF 2 6-^W E END VENTS AT 24 DIA. = 58 SQ IN:.81 SF TOTAL VENTS PROVIDED ROOF JACKS - 174 5F EAVE VENTS = 179 SF F.A"I F END VENTS = 97 5, TOTAL SF OF VE TS PROVIDED 450 N = SF . AREA MAY ER V30E IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION UBC 150532 • ELECTIVE VO41" AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH s1) UPPER ROOF FRAMING PLAN SCALE V4' =I' -0' I GENERAL FRAMING NOTES FRAMING PLAN KEYNOTES I F -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING-_ SEE DIVIS 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 j ALIGN INSIDE FACE OF BEAM WITH OUTSIDE I F -4 I FACE OF WALL 8-2 F -3 l F -5 I F -1 f F -8 (F 1 F -10 l F 11 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR I-VAC OVER BEAM. AND WEAN BUMPS DOWN BELOW JOISTS F -14 ) 2X6 OVERFRAMING a 24' OC l 8-12 l l F -B L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION J' IEMT 3_ SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL_ 4. TRUSS DESIGN BY MANLE_ TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 010001,4 SWEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. LINO_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4. VERIF, 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 DF 2 1.11 PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LINO_ SEE DIV. 06100 SHEET A -I UPSET - BOTTOMI OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG_ SEE DIV. 06100 SWEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 t F -Nr. 2X6 CEILING JOISTS o 24` OC 00 LO LO Co CD I\ C • o LC) � 00 • n v )* Li? • CD Nir J in � 9 N • � ID SYMBOLS & LEGEND 8- 2 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING • POINT LOAD TRANSFERING DOLL. W. POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER DOLL. WITH SIZE DESIGNATION p VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx - - -- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCUL ATION WITH MDEXED 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 9908324 BASE PLN B200 -072 9908324 nnE SHEET A6 12 4 SIDE ELEVATION Srak V8' =I'-0• eu I 6' E>d'OSED MORL SIDPG IC l_II TOP PLATE WIt MDR •GT. T IPPER FLOOR PLATE WN. HDR MGT. MAN FLOOR REAR ELEVATION Scak V8• =I' -0' SIDE ELEVATION Scale V8• =r -0• TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION 7 (D ROOFING: (DIV. 7) SHINGLES PAPER SHEATHING: (DIV. 6) 71W OSB OR EQUAL FRAMING: (DIV 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN ur SOFFIT: WB: (DIV. 9) S/S' GWB RE-SAWN PLYWOOD EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP (DIV 7) FRA MIN (DIV. 6 6) INSULATION (DIV 7) OWB: (DIV. 9) I/2• GWB FLOOR CONSTRUCTION FLOORING: IV. 9) SUBFLOOR: IV. 6) FRAMING: IV 6) INSULATIO :(DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL 2x6 CORNER BOARDS: INSIDE 2x2 OUTSIDE 2x4,2x3 FASCIA: 2x0 UNO WOOD SIDING (DPI 01005) I5# BUIIAING PAPER 71W OSB OR EQUAL 2x4 STUDS AT16 R43 BAIT W/ INTEGRAL VAPOR BARRIER FINISH PER PLANS (DIV. 01005) 314• TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2• RE -SAWN PLYWOOD Lam .:_', 'i!!1 Illy II 10 ICI .'®! p ■ ■ g row !III u11 111 • z =• I,hjl lull /111117]]lllliI_lln..na■ 1 .a '1�1,��1■���ei• // /1 /LII�Illlilfll� /I.. 111- is ■rai.. =1 .r.....lu11.1n1w 11. 1,1:i•IE•I•I.11111u1.1a 1:11:1a:L : 1 613 T.', OVER NO TRIM u✓bb OENTALS •24• UPPER FLOOR 2xb TRIM TOP PLATE WIN NOR MGT. S BUTTER B' SINTER SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION FRONT ELEVATION s aI va• =r-m• GARAGE FLOOR BUILDING SECTION A -VA �� Scale 4' =1' -Ol• a I ATM I TIRE JOB NO. 9 BASE PLN B200 -072 SHEET Al 9908324 d m L 18 )\ TOP OF FT'G FM. GRADE TOP OF J -BAR \ TOP. ` 'Yr SLAB 3/4 =T-O' APA LATERAL RESTRAINT PANEL 3/8'=2 -0 17000 - 0611110 -12 TOP OF DOWEL 12' CLEAR FOU DATIO NOTE: BASEMENT SLAB MAST BE M PLACE PRIOR TO HULL BACKFILLING OF WALL NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL TOP OF SLAB 7 - W S' i' - 0' j, FOU DATIO D TAIL 2x H 2X4 TOP PLATE GARAGE DOOR HDR (SEE Flay PLAN FOR SIZE) NAIL SHEATH. TO HDR UV 8d NAILS * 3' OL. e.12 WALL LOC. UNO. ON SHR WALL SC4ED. 2 2x4 STUDS -NAIL WEANING W/ 8d NAILS a 3' OL. TO EACH STIED .0.0N SLR WALL 50 ED. NAIL Ed NAILS *3' OL. • ALL PLTS- HDRS- t STUDS UNO. ON 51432 WALL 5C1ED- 2 2334 AT ANT SHEATHING JOINT 1/16' 0.5. . SHEATHING 011 .) 51141314 STRAP TE ANCHOR (NAIL TO BOARD FORM. BEND UP AFTER CONCRETE CURES) USE 38 -1640 US NAILS EACH 2 -2X4 P - ATES,NAIL SHTG TO EA PLATE (2)5V • AB. W(11@1 T EMBEDMENT LINO. CN SHR WALL CTED. CONTINUOUS FOOTING LEAK IIOf= 11111 =116 1111= 1111Il lIl _ X1111= VIII II =1miI IEJ 1 @y =iNIR �Iilll- 11111�i1111�11 - 111= i1l11 flrnnu r �Ixi IInN1 =m 1 5)80x69' AB. Uv 290.3116 SO STEEL PLATE WASTERS a 4'30 OL (DM 3 SLEET A -U EXCEPT AS NOTED ON SIEARUALL SCHEDULE T 2161813EJ. (2)4 BAR *TOP NERL BAR• 12 oK R11 HEIGHT CF WALL MI0.3 SHEET A -U 4 VERT J- BAR • b' x (DIV 3 SHEET A -U DAMP PROFNG (DN.1 SHT A) 4 H10RZBAR. (011.3 51ST A -V TIGi LNE 4• PETS. FPO. DRAIN SUFI,. IN 2, GRAD BED. (DIV_ 2 SHEET A -1) (4,4 BAR CONT. 1011.3 FAST A -U SCUD SUBSTRATE 4' C-0NL. SLAB OVER 4• RUCK OVER VAPOR BARRM 3280x10' AB. UP 2'x290/16 STEEL PLATE 1114.714.25 OL. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SFEABUALL SG7IEDIl.E T MN EMBED. C� (2) 4 BAR* TOP •4 VERT_ BAR* kV x, FILL HEGHT R WALL (D1 3 54.1 AA 5 VERT. BAR * 5' oc (DIV 351$7 A-U HORL BARB IVY oc (DM 351.1.7 A -U *4 BARB II'oc H31 3 SMST A -U DAMP PROOFNG Div 'I 5 A7 (5) •4 BAR COAT. (Div 3 SHEET A -I) BOLD SUBSTRATE 4' CONC. SLAB DAER d' RCN: Old VAPOR BARRIOR 09300. 00000 -24 CRIPPLE WALL ® FOUNDATION 3 /4=f - 06100 - 03300- 08_T.8 CRIPPLE WALL ® FOUNDATION 3/4"./ 08100-03300O1 T, 03/4-4 CANTILEVER FRM'G AT FOUNDATION 11 FURRING DETAIL 03300- 00000 -23 08100. 03300.02 TJI 3/4 - T L RIM BOAR RPM BOARD RIM BOAR (DN. b SHEET A -U TIP. EXTERIOR WALL CONSTRUCTION PER PLAN (Div 6 SHEET A -IJ LOCATE SREATHMG JOIN e CRI'CN PEMBER.. LOCATE STEATHMG JOINT e CO'HON MEMBER CRIPPLE WALL PER PLAIT SEE FOINDATCN DETAILS) TYP FLOOR FRAMING F'BR PLAN (DIV.6 SHEET A-U TYE DRERIOR WALL CONSTF CTIOW PER FLAN(DIV 6BEET A -U CRIPPLE WALL, PER FLAN 10114 A MIN STUD LENGTH OF b'. PER NEC SEC. 2320115 (DIV 6 SHEET A-U SEE FON)ATION DETAL.) TIP- EXIBaOR WALL CR.TiTRUCTiON FER PLAN 031,6 BEET A -U TYP FLOOR T- ,RAtIIYs PER PLAN (DI 6 SHEET A-U SOLID 3.0033 OVER SWPoRTS LOCATE BREATHING JOIN * CC(TYhN MEMBER hc3 r CONT. SOFFIT VENT U2' RESAIN PLYWOOD * SOFFIT TREATED MD SILL SEE FObDAT10N DETAILS 1 11111- 111111 111= 11111 FOUNDATION DETAIL AN 3 1/1' FOUNDATION DETAIL 3/4' =f-0' VARIES !M 1111111511111F- ,. • �?,• 11- 111111 - } m O ITS_ STEPPED FOUNDATION DETAIL n POST /FOOTING CONNECTION (SLAB ® STEM WALL (rrm(vwv��c 1 I i / a iw•_f_ry ...,..•......-'- -' -.. 1 1 % 7 .. TYP? EXTERIOR WAIL CONSTRUCTION PER PLANS (DIV 6 WEST A-12 CONO OVER 4' ROOK OVER VAPOR BARRIER R -10 ROD. @MATT. 22d0 TREATED PLATE OFFSET 344' SEE FOANDATTCN DETAILS TYPICAL EXTERIOR eat. CGNSIMICT1O( PER PLAN (DIV 6 WEFT A-12 I AIRSPACE IS. BUILDING PAPER HOOTED END MASCNIRT VENEER TIE TO Ft... Ev. 2 SO FT_ (DIV 4 S2ee[ AU MASONRY vENETR COAT. FLAW. W ILEEP HOLES * r - or_ TREATED MUD SILL 9213, STEER A-U SEE FaNDAAR( DETAIL SEE FOUNDATION DETAILS 6 MIN NERFT e! GRADE CRTTORS NOTE THUS OPTTOH CAN No€ BE USED AT SHEAR BALLS- 04200.06(00-02_1. 08100 - 03300 -21_TJ TYE' EXTERIOR WALL CoNSTRCUCN PER PLAN (DIV 6 SHEET A -U TREATED MD SILL (DIV b SHEET A -U 4' C.C. SLAB OVER 4' GRAVEL BED (DN 3 SHEET A -U 111111 =11116 '• •,(`L =11 111.111 = 11111 = miW -ul la- Ili 1 11111° GIUB. Mr.. (DIV. 9 SHEET A -U INTERIOR BEARING WALL (DIV. 6 SHEET A -1) IQ'ox 10• 13.•4' -0' OL. (DN. 3 SHEET A -I) SLAB ON GRADE PER PLAN (DIV.3 SHEET A -U VAPOR BARRIER CONT. SPREAD FTG. PER PLAN (010.3 SHEET A -U a 45' (2) •4 BAR CONT. (DIV. 3 SHEET A -U � O FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 0330040000-18 3/4 =T . 03300 - 06100.03 3/4 =T-O• d- EXT. DOOR AND FRAME (DIV 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REOD. (DIV.I SHEET A -U NERVESTR. FLASHING 4' C.C. SLAB OVER 4' GRAVEL BED (DN.4 SHEET A -U 2x1 TREATED TRESHOI.D IRM1 Rn JOIST TREATED H D SILL N. (D 6 SHEET A -U •4 vERL RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (Div.6 SHEET A -U EXT. DOOR THRESHOLD DETAIL 3V4=f-O 06100.03300- 04_TJI FULL WIDTH TREATED MAID SILL REP. AEC TYR FLOOR FRAMING PER PLAN !DN 6 SHEET A -U EXL DOOR AND FRAME (DIV.8 54EET A -D X DOOR TFIESF(OLp FLAsusn AS 300 (D,1 SHEET A-U NERVESTRAL FLASH. 4' CC. SLAB OVER 4' GRAVEN. BED (DN 4 SHEET A -U TREATED HID SILL 1DN.6 SHEET A -U P AIRSPACE TYP •4 VERT_ RE -BAR FR. STEM WALL SIIEBED SRO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4-=1 06100. 03300 -06 TJ TYP FLOOR FRAM. PER PLAN (DIV 6 STEER A -U TIP EXTERIOR WALL CONSTId1CTEN FER FLAN (DIV.6 SHEET A -U TREATED MD SILL SEE FONDATION DETAILS POST AND BEAM PER PLAN Doi -{54 ( CONNECTION NOTE CONDMCN, F00766 SPANS HORECNTALLT TOP OF J -BAR I,2 CLEAR 3/4"=1-0 2' -8' FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL COMMON MEMBER RIM BOAR •4 VERT. J -BAR * U' oc (DIV. 3 SHEET A -U •a HORZ BAI0'a (DI OVERLAP -U (DIV 3'SHEET 4 -U 4' P'ERE. FRG. DRAM U6PLTER M 24' GRAVEL BED_ (DIV. 2 SHEET A -U (4).4 BAR CONT. (DIV. 3 SHEET A -U SOLID SUBSTRATE HAN OPTION r 7. CANTILEVERED RETAINING WALL 3/4' =1 09300. 00000-22 (2) '4 BAR s TOP •4 VERT. BAR * U' oc, RILL HEIGHT OF WALL (Div.3 SHEET A -U 5 vERT. J -BARB 8' oc (Div. 3 SHEET A -I1 •a HDRZ BAR * 10• oc tDIV. 3 SH'cET A -U (DIV. 3 SHEET A -U DAMP PROOFING ( DIV 1 WT All 2' CLEAR (4) •4 BAR CONT. (Div. 3 SHEET A -U SOLID SUBSTRATE 4' FERF. FIG. DRAM WILIER M 24' GRAVEL BED. (DIV 2 SHEET A -U TREATED MUD SILL SEE FOUNT/AVON DETAIL.) TIP. FLOOR FRAMING PER PLAN (Div.6 SHEET A -U n FRAM ING /FfIUN nATInN n PTA I I 03300.00000 1 IT•x50 AB- UV 270'X3716' 5O STEEL PLATE WASHERS.* OL. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SREARU4LL SCHEDULE T MIN EMBED_ (2) 8 4 BAR • TOP •4 VERT- BAR • IP oc, FULL HEIGHT OF WALL (DIV 3 SHEET A4) DAMP PROOFING (DIV T WT AU 1 5/8'AclO' AB. WU 250.3.0 SO STEEL PLATE WASHERS * OL. (DIV. 3 SHEET A -1) EXCEPT AS NOTED ON WEARVALL SCHEDULE T MIN EMBED. 03300- 00000 -28 1 TYP. EXTERIOR WALL CC 45133CTION. PER PLAN (DI, 6 SHEET A -I) LOCATE.SHEATH1NG JOINT e. TIP. FLOOR FRAMING PER PLAN. (DIV bSHEET A -U CIT'y' .....,.,. SEE FOUNDATION DEtAILn N _ FRAMING PERPENDICULAR TO STEM WALL TIP. EXTERIOR WALL CONSTRUCTION . PER FLAN (DIV. b SHEET A -I) LOCATE SHEATHING JOINT e COMMON MEMBER SOLD BLOCKING * RIM JOIST a EXT. WALL POINT LOAD BEARNG PER PLAN W `•' 2 ZW ZT -('JQ O CO C) 1(J TITLE. JOB NO SHEET Di i DELETE RAIL OMEN FINISHED DECK ELEVATION IS 30' OR LE. - ABOVE FINISHED GRADE. 2x6 TYP. DECK CROSS SECTION 2x2 ®512' OG (GLR DIST. 'Tv" NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF VT LAG BOLTS AT 16' oc TIP TJI FLOOR FRAMING PER PLAN 2x PONT WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS e 2 STORY CONDITION OR WPEN POSTS EXCEED 4' M LENGTH SCAB W/ 2X4 EA SIDE 2x Q (#ATER DER N THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE 3/4 T-O 062aacsmr 4cTJI \ /3 /4' ='-U FRAME OVER WALL DETAIL ° SECTION ® BEAM 1D 3 /4=T -O L L HEADROOM MIN &LS% WIDTH MIN. 3' -0' PER UBC 100625 2. TREADS 9' MIN. DEPTH, RISERS 8' MAX HEIGHT 3. HANDRAIL MIN. 30 TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I IR' MN. TO 2' MAX. CROSS SECTION DIMENSION N I IR' MIN CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 10063 1 STA-IR (Y SECTION DETAIL 3 /d'oT � SKYLIGHT FLARE WELL DETAIL 3 L WALL STUDS BEYOND DEE PLAN BL JST, BLOCK AS NEEDED SEE PLAN FOR TIP. RISE N RN DIMENSIONS 3/0 PLYWOOD RISER 11/8' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. MD. CENTER STRINGER WITH 2 - 2x4 STRLNG BACK TOP. NAIL WALL STRINGERS W/ (L I6d TO WALL STUDS 5/e' rr, 'X' GWB. AS REQUIRED SEE NOTES BELOW §x KICKER PLATE 06100-07X10-15 4. INSTALL FIB BLOCKING s STRINGERS TOP N BOTTOM N ADJACENT WALL./ PER UDC SEC. 1087 S COVER USABLE SPACE UNDER STAIR WITH 5/e' TYPE'X' - V E USE LAYERS CT DREE -PER UBC I41ALL b. INTERMEDIATE APART NET PEN. E SHALL BE 3 03ED 4' APART NET OPENING PER UBC SEC 50953 06100 - 31 \ v / 3/4 - naomsc.rbru. EAVE DETAIL GABLE END DETAIL 3 /4`-r -o- GABLE END DETAIL TYPICAL ROGF CCNSTRCEGN TYPICAL FLOM CMSTRUCTIGN W • 421 0.G. AT cursvE FACE GE IUALL LND SEAR NALL SCHEME 2X ESLCCKNG HUN (322' • tk talk &I HOLES YiH SCREEN S SEE f.FOSED RAFTER TAIL ELEV A35 = ' 4 TTP GUTTER FASCIA PER B.EVATER TYP BCEINCR MALL CONSTRICTION TYPICAL ROOF CONSTRUCECN TRH PER ELEVATIONS BARGE TOP. SEE ELEVATION 2X4 BACKER FORB RG. - NAL E. SHEARING WEN 161. TYP Sot OUTRIGGERS s d' oc WUH 21E2 BETUB34 FCR TRH BLOOM* AT CEILING L0E 244 LEDGER • NT. CEILING LPE ATP. EXTERIOR WALL CLNSTRICTION) BALLOON FRAME GABLE END WAIL ® EAVE DETAIL 3/4'=P-0' 4- 06100-07300-08 \ . / 3/4 =f-0 12 \ J 1 3/4 4-0 EAVE DETAIL EAVE DETAIL Ci_EAVE DETAIL 08100-07300-01 EIFFEL EXTEND 6' ABOVE BAT(. NSIIL OR E ABOVE BLOJ.N INSTIL (TYP. ROOF CONSTRICTION) 2' MPL CLR FOR VENTING Ms 48'0..C_AT CURVE FACE OF WALL INO ON SHEAR WALL SCHEDULE 2x BLOCKING WITH (3) 2' HOLES WITH SCREEN EXPOSED TRUSS TAIL �(TTP. GUTTER) FASCIA PER ELEVATION MP. EXTERIOR WALL CONSTRICTION) 08100- 07300.03 06100-07300-02 JOB NO co C � LL3 • O N co Co 0, " O E LL co cwn g C " 411) TIRE 0 D2 TIP. WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE BOTTOM PLATE NAILING PER SHEARNALL SLHEDILE TJI BLOCK,. TYP. TJI FLOOR CONSTRICTION 12 SHEAR WALL SHEAR WALL 13 PERPENDICULAR TO FLOOR JOISTS O PERPENDICULAR TO FLOOR JOISTS 3/4 =i 1770. 06170-16 9 3/4' =f-0 07070.091777 + - SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'4 10770. 06107.09 TJI BLOCK,. STANDARD SHEAR DETAILS & SCHEDUT,F, TOP PLATE NAIL,. 5 PER SHEARIALL SCHEDULE BOTTOM PLATE NAILWs PER SHEARUALL 5C.DtLE PANEL EDGE < FIELD NAIL,. PER SCHEDULE TYR TJI FLOOR CGI.RICTICH TYR WALL CONSTRICTION WITH WALL SHEATHING FEN...PILE NAIL FLOOR SHEATH$. THIS AREA WITH W7d • 6 oc EDGES 10d • NT or.. FIELD BLOCK ALL EDGES 10d• PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARALL SCHEDULE PANEL EDGE i FIELD NAILING FER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE H FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARALL SCHEDULE TTP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR BEAT.. THIS AREA WITH 10 d • b or, EDGES 10 d • 10' or.. FIELD BLOCK ALL EWES BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EWE H FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER FLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE H FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE,, TYR WALL CONSTRICTION WITH WALL SHEATH,. PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3/4' 4 17070-06170 -10 O 3/4=1 EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS ® FOUNDATION 3 /4=1 17070- 0617041 3/4 =f-0' 17070- 03900 -01 + SHEAR WALL HOLDOWN TYP NALL CONSTRICTION WITH NALL SEAMING PER SCFEDIL.E TYR TA FLOOR CCISTRLCTICN BOROM RATE NAILING FER SHEARALL SCHEDLLE d TRAIL *6' R_I ®_ TO RPI JOTS- PANEL EDGE • FIELD WALING FER WIEDER.E 10 d NAIL *6' or_ M.D. TO TJI BLOM. TOP HATE NAILING PER BFENNOJ_L SCfDILE TYP WALL CO SIRICTION NTH MALL SEA.. PER SCHEDULE SHEAR WALL PERPENDICULAR t ®TO FLOOR JOIST- OFFSET CONDITION O CANTILEVERED FLOOR JOIST 3/4'=T - 17070- 06170.03 3/4=1-0 17070.06170-3 1707046170 -24 3/4"=1-0 EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS 03/44-0" TO FLOOR JOISTS ® FOUNDATION 3/4=7 -0O 17070 - 06170-02 1ro7ao39oo --02 fi TYP. TJI FLOOR CONSTRICTION TIP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATH!. PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL (DIY. i0 SHEATH CRIPPLE WALL SAME AS SHEARUALL ABOVE SEE ARCH. DETAILS FOR KANOATIO+ CONDITIONS SHEAR WALL o CRIPPLE WALL CRIPPLE WALL (DIY. 6) SHEATHING PER SCHEDULE PANEL EDGE H FIELD NAILWWCs PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (2) •4 BAR CONT. (Div. 3) SHEAR WALL 1® CRIPPLE WALL - INTERIOR NOTE: ALL UEORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATFTO INTO 17070-03306-03 17000.03906 -04 <:. 4 s 4 [7: 1 b o o v � „ 170 = Q <aW° o (1) a ILWO L ( T & 9 0 1mopa D: fR i o 1U (OQ °i,o , Q_Q� X I 2 WI LT 4W J „- •�• 7 �EeiQ. L„ A W (n A �ZO W ° E O M _ z° C7 Q :027 Z 1: _ ray- FZQaW l - '�W Q Iil LelDU O°�tzil�� Kn ZF-f d T c 10 O Ir co ��w� °1►i � :I V o ( .. C15' c� ■ _ _C m N ��� iW f (.) te , A ` m JOB NO.: SHEAR/TALL PER PLAN AND `HEART LL SCHEDULE DOUBLE SAID BOTTOM PLATE NAILING PER STEARUALL SCHEME TJI BLOCKING BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4 t-0 17070.08170-29 TTP WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SNEARUALL SGEDU LE BLOCKING AND RLLER BLOCK DOUBLE 7045 OR BEAM FER PLAN Mittl LONG, LAP 4' CNTO WALL OR BEAM AND NAIL 2 NAIL STRAP W/ Ed CCM.•S'or. SPIES. 0516 STRAP x10 �• WITH Ed CCM. a 4' a.. HOLDOWN STRAP AT FLOORS 3/4W 17070. 08170-28 1 V J 3 /4=f DRAG STRUT CONNECTION STANDARD SHEAR DETAILS & S(',HF 4' -0' NT5 UPPER WALL TO LOWER ROOF CONNECTION 3/4=r 11070- 06170-31 1100008610 -30 TRIES PER PLAN WITH SHEATHING PER SHEARLUALL SCHEDULE 16d TO HATCH SHEAR - WALL NAILIG BELOW 2XO WITH 16d TO MATCH SHEARWALL NAILIG BELOW PITO TOP RATE PANEL EDGE FIELD NALIG PER SCHEDULE TIP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE INTERIOR SHEARWALL TO ROOF COND. OHOLDOWN STRAP ® FLOORS 3/44 17000. 08100 -0e 3/4=f -0' 1707006170-20 L PLYWOOD ROOF CONDITION 1 3/4 =f'1Y 3/4=f -Or 18 SHEAR WALL ® GABLE END Imo- 06100 -1e 3/4"4 -0• NOTE 35E °58 r _ , t r SHEAR WALL ® EAVE PLYWOOD ROOF CONDITION 3/4"4-0" 01000.08100 -04 TYPICAL ROOF CONSTRICTION 425 TIE • E4 TRUSS L530 • 40 or- d• BLOCKING PER ARCH DETAILS A35 CLIP PER SHEARWALL SCIEDULE i'.I +. .... TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING FER SCHEDULE 70 C^ TITLE JOB NO.: NOTE ALL UFOfa'1ATION ON T14I5 SHEET 15 11000- 08100-05 ,...,.., Tom llwm SHEARWALL SCHEDULE 9 3dA1 lIVN TNI11VN 3 01411100 01314 014040018 3 11108 boHONV 21 1111 BLOCKING TO TOP PL. NAILING 1x JOISTS BLOCKING TO TOP PL. NAILING TJI JOISTS 2101d W01102 3H Od 011074020 L8' a 0001 319Vm01'TP UT GIUI3 SIDE 5d YES 5/8 48 A35 NAIL * 42' ISO • 12, ISO • U, Ent Ft, '' 50 GIB CNE SIDE ER FcR1/2. TES 5/9' • 48 A35 33 IScl • IV E. • Hz, II5 PLF . 2-1 UT GLIB EDO SIDES bei YES 5/8'. 48' 20 led .8 .6.6" 62-4 OR COOLER YES 518 * 48 20' 6, • 6' I9c1 • 5' 5/8' 65B TWO SIDES FOR 5/8' - PI-SA e ��o YES 5/8' • 48 20' led • 5 Ibd • 5' SO FLF PI-6 TES 5/8' • 48• 14• 16c1 • 5' BO • 5' 240 P-F P-4 • Mb 0313. YES 5/8' • 32' 12 166 • , 16,1 4 , 350 RP PI-3 CNE SIDE 1E5 5/8 • 24' 166 • 3' I96 • 3' 450 PLF PI-310 USE 36 STUDS PANEL EDGE 545 PLF PI-2 USE 3x STUDS YES 518 • V 1/19 0.5B. TWO SIDES (2)ROIS (2)ROU6 F2-4 STAGGER 56EATI4 84 JOINTS IWO/STUDS 0 PANEL EDGES YES 5/8' • V 435 CLIPS , 16d • , Exi • , STAC<TERED DEL RITI Imo PLF (2, ROILS 0./R216 P2-3 YES 5/8' • 12' A35 CLIPS *s. lbd • 3' . STAGGERED SOO PLF NO 518• • 48' 5 66 • 5' DEL PM I6d 05 702 PF 5644-4 WETERHAUSER HARDBOARD, SIDING OR ECU& ., ''''' PPR rc RFP1RT 23F, SEE Far...ATM .5 I WALLS FOR ALL CCNCRETEI4OLDDOENS. I it It ! if ig LOWER SHEAR WALLS 12/011LIZONT FOUNDATION SHEAR WALLS imaxicerr SYMBOLS & LEGEND POINT LOAD FROM ABOVE O POINT LOAD PRoil 46066 W/ LOADING POINT LOAD TP,NSFERING ▪ POINT LOAD TRANSFERING DOUN W./ LO,ADI. HANGER ▪ POINT LOAD TRANSFERED BY KICKER HOLD 0066 WITH SIZE DESIGNATION 4 ‘ VERTICAL 9 I 6666106 06310446106 TO BE USEDON FL1ELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDICATES BEAM CALCULATION 663 INDEXED NUMBER OF SHEAR WALL TYPE CF SHEAR WALL WALL ABOvE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROvIDED N DRAWINGS. SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DESICV CRITERIA GENERAL NOTES L ALL S0E0664L1-6 swoux ON THE FLOOR PLAN ARE FOR WALLS ON 66446 LEVEL- (TYPICALLY 5I-101134 SHADED), 2. ANCHORAGE IS FOR SHEARUJALLS(PANELS) ONLY, WHERE PORTIONS OF TOTE S ARE NOT DESIGNATED AS SI4EAR PANELS, NAILS NAT BE SPACED • Tb OC/MIN., PER TABLE 234-06 134ERE PORTIONS OF IILAL 5 ARE NOT DESIGNATED AS SHEAR PANELS THEN SPEAR DETAILS DO NOT APPLY. FOLLOW rirnt usc. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANJFACTURERB REOWIREMENTS AND DETAILS FOR EACH I 6656 CF POLDOIN, STRAP, AND CONVECTOR FOR PROPER INSTALLATION 6. ALL PLYWOOD OR GYPSUM SI-EARUALLS SHALL ESE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS, EDGES SHALL BE STAGGERF-D AT CENTER CF STUDS AND BLOCKED PER SCHEDULE. DO NOT OVERDRIVE NAILS INTO SHEATHIN*. S. STAPLES OR SCREWS ARENDT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 564EAR WALL PANELS UNLESS PRE-APPROVED Sr TNE BUILDING OFFICIAL ROOF 4 FLOOR SHEATI-IING L ROOF 56-1EATI4M, 106 058 AMA RATED SHEATHING (24/0). LOT UP W/ MINIMUM 1/5 CLEAR BETWEENI PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE BO AT 6" oc AT PANEL EDGES AND oc AT INTERMEDIATE SUPPORTS, PROVIDE EDGE CLIPS • 24 0.C. • ALL UNSUPPORTF_D EDGES. ALLOWABLE DIAPHRAM S06AIR=180x0132.142p0 2. FLOOR SPEATHINCx 3/4' CEDX T46 APA RATED PLYWOOD (4E424) NAILED AND GLUED. ADHESIVE SHAD_ CONFORM TO API. SPECFICATION AFG O. PROVIDE 6465 EDGES AT LOT-ED PANEL EDGE5 641L6& SHALL BE ISO AT 6 oc AT PANEL EDGES AND 46 oc Al INTERMEDIATE SUPPORTS..ALLOWABLE DIAPHRAM 506AR=215x4682.Mp46 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS Sols 54.4-6 MD_ Knowincerr um_ 219112..._ lommanotirr UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS CL CIL 666-6- JOB NO.. 9508324 BASE PLN 8200-072 1997 UBC SHEET '‘‘' $3 9908324 THIS DRAWING IS 0