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HomeMy WebLinkAboutPermit D2000-306 - FOSTERVIEW ESTATES - LOT 29 NEW SINGLE FAMILY RESIDENCEFOSTERVIEW LOT #29 D2000 -306 City of Tukwila Parcel No: 261200 -0290 Address: 1372 43 PL S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License No: DUJARD *204L0 OCCUPANT OWNER CONTACT Signature DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Streams: FOSTERVIEW:ESTATES - LOT 29 13723 43 PL S, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ********* ******* k****************** k* k***** kk** k**** k• kk ** * * **•k•kk * *•k* * * *k *** * * * *k *k Permit Description: CONSTRUCTION OF A NEW 1,689 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 162 SQ FT UNFINISHED BASEMENT, 637SQ`FT ATTACHED GARAGE, 56 SQ FT UNCOVERED DECK AREA AND 192 SQ FT COVERED DECK AREA (BASE PLAN NO. D2000-072). PUBLIC WORKS ACTIVITIES INCLUDE: * * * * * * * *** ** * * * *•k* * * *•k•kk ** kk * * * * * * * * *•k•k * *•k * * * ** * ** k *** * * *k k *•k k•k* /.* k * *•k* kkkk k* k * * * * Construction Valuation: $ 164,088.96 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) Eng. Appr: jjs 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: 424 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********• kk**** * * * * *•k * **•k * *•k* * *kk *•k * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,556.75 ** k* k* kk*** k*****• k*• k** k********* kk*** k** k******* k * * * * *kk * * *•k * * * *•k * *kk * * ** Permit Center Authorized Signature:__ - tip I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development latk Print Nave :___ iP? Permit No: Status: Issued: Expires: (206) 431 - 3670 D2000 -306 ISSUED 09/11/2001 03/10/2002 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A Phone: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 4611-2 -- Date: Da te C t\Wk ( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. z ii D ` U ' 0 N 0 , co w w O = C�. z �' zoo D • O: H tap w H V . ui z. U � O ~ z Address: 13723 43 PL. S Suite: Tenant: Type: DEVPERM Parcel #: 261200 -0290 CITY OF TUKWILA Permit No: 02000-306 APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER DISTRICT #125 AT (206) 242 -9547 AND SEWER PERMIT FROM VALVUE SEWER DI'STRICT AT (206) 242 -3236. Status: ISSUED A p p l i e d : 09/08/2000 Issued: 09/11/2001 * *•k *A *AAk*k***kA *•k All*• *A*•A *•kl* P.AA•k*•k*•kA•k**AA•AA7l•# # IAA**•k•k•k•A kAA• •k*k*A•k•*-P.* l'*** Permit Conditions: 1. .No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. • Engineered truss drawings and- , calculations shall be on and available tothe" building inspector for inspection .purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposedinsulaiticns backing material shall have,. a Flame `SpreadRat:i'ng of 25 less, :and shall bear- identi fication shuwingthe fire performance rating thereof. • All construction to be done f in conformance with approved plans And requirements of the'gUniform Building . code' (1997 Edittion)'- as amended,., Uniform Mechanical Code''.(1997,Edition and , State Code, (1997 Edition). Plumbing "permits shall be obtained through the-Seattle- County Department of;: Pub l ic Health. . Plumbing will ' be ,inspected by that agency,: including all gas piping C.296- 4722) Va l i d i t;y of Permit` The i ssuance of a permi t or approval l plens,:;specifications and computations •!shall not be>con • strued ,to be a permit for,' or an approval of, any violation ofi -any of the provisions of% b u i l d i n g code or of any 60er ordinance.. =of the juris,d,iction . .1slo permit presuming giue authority to 'v'iolate or'cancel' the provisions of thi code shall be valid. . Ele;ctri;cal :permits shall be obtained through the Washington Seete Division of Labor and Industries and. all - electrical work will be inspected by that agency (248 - 6630). B. All ' \ mechan i ca l work shall be' under` separate permit issued by the City of 'Tukwila 9.. All per s ni ts, ; i nspection records, and approved plans shall be available' at °the job ` site prior to; =the start , any 'con- • struction •These documents are to be maintained and avail- abl e 'until-final inspection ' approva l is granted. . CONTRACTOR'SHALL ;NOTIFY PUBLIC WORKS UTILTIY.;INSPECTOR MR. GREG VILLANUEVA '@:(206)433 OF COMMENCEMENT AND COMPLETION OF WORN` AT LEAST 24, HOURS IN ADVANCE. site ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL, ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. z H LLI U O J I r- wO ga D. = � � o zI- O —, .0 H' w w ! P — z w U N '. z !v. .0 001116„ • od/www.w,..,1444.41,,,,,q.,www,,,4444,01.4.1,444,41440,141,444 4w , fro 4(.1 LAM.« ■•■ ,Temporary erosion control measures shall be implemented as (he first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 1 3- The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 14. 'Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector, Traffic Control Plans shall be submitted to the Inspector for prior approval. 15- FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR-.MORE'AND-WILC-BE UNwORKED FOR GREATER THAN 12 HOURS., DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURB4):AREAS, IF WILL BE uNW/RKED,MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE': % BEGINNING of THIS PERIOD. INSPECT AND MAINTAIN THIS -0 , STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. _ FROm/MAT,I. THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN ' TEMPORARYEROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS,DFTHE SITE-:SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL APPROVAL. 1-hereby I have'-read conditions and,:wt11.,-,coMpTy with them as outlined. All .pr'ovisions of law and ordinan this work wiul be coMplfie0, , \ , • The granting of this permit does nOt:.:presUme.to give authority to ...viala,tki'!Oh,caOcel -t the provisions of,, or local laws regulating dopAruotion or the , erf,OrMan00 . • : • 1 9heturet. Print Name: Date: z w 6 0 WI co a co u_ uj 0 2 g Co 3 I— Ili Z —0 Z W Q cu 0 W u j I 0 r — ro z U 1 0 Project Narwa!Tenant: Ybsh -rview 6sta ics co f Zq Value of C structiqn : /694,0 Site Address: City State /Zip: k 7_ 1& Pi. 5nw`i'4-N. Tax Parcel Number: 2‘a 12,00 - O 21 O Pr party Owner: Y 04. • A.r'd t e. n eo v,to o vv., •¢.V�7t` rel • Phone: His-. s314 . so 1 A Street A ess: P. O. plc 5308 City State /Zip: Po eAr ett W 14 ci f32D b Fax #: u24 33 u • c0 w 1 C. 'tractor: , illo orig ► Street A : ress: 4 • .L - • . • ---.. City State /Zip: Fax #: Archit ct: 1 le pi eAr NreAl Vre ek5 P• S. Phone: q2S ici91 Fax #: y 2S • o1 I. S5I Street Address: J City State /Zip: I u311 56 I (0111 t Eetlevu -e W69 Tg.007 Engineer: - 1 ��'LG i �SSO. Y'1C.T G Phone: 425•711• (a212 Street Address: 14\53 O 1 Both City State /Zip: A U e. UJ . S t A i t e ( > Edmonds Wig is Fax #: BOZb 92S• 775 • b 2? Lc. Contact Person: a1p p‘ eX- l-, reA titeC S , V S . Phone: -- Street Address: City State /Zip: Fax #: Description of work to be done: N "VA) 4 bV . V., ow\ cease, V t h:'2D0 Type of work: ® New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: 4R Sewer in Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: fiffeA sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: I ( 6 (a 3 sq. ft. Dwelling I 11 sq. ft. Covered Deck(s) V03 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) 11/p, *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 Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FO- .TAFF USE ONLY Project 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. SFPERMIT.DOC 2/13/97 PLICANT,REQU F PUBLIC WOR SITE/CIVIL PLAN:REVIEW Public,W OF THE,FOLL`OWING � ...' ( Additionaltrviews 'shall.be:determined'by the Department) ,.�';ll};ijr w' ; 13 - Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (m in to vault) #: Hauling ; Land Altering: ® Cut4'Z' cubic yds. ® Fill cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: g Storm Drainage Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s)• Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Applicati tak by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM '`BUILDINGOWNER'OR AUTHORIZED AGENT: :. - Signature: Date: Print name :s r GCE PS, u LLoC,y_ Phone: Fax #: Address:. VC-PC P P L n E, &C\A ` r E C t S City /State /Zip: ALL SINGLE - FAMILY RESID ►_ TIAL PERMIT APPLICATIONS MUST RE SUBMITTED WITH THE FOLLOWING ➢ DRAWINGS PREPAREL .Y A REGISTERED ARCHITECT OR . OFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which Include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway, is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. . 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, 'downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than, the owner, registered architect/engineer, or contractor licensed.... by the State`of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain. the, permit 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 tr y O 0 W= ujO 2 U) w Z � I— O Z U • � 52 0 1— wW I I— 1 L O u • Z U Li) 1= _ O ~ Z fr. oov - **4* * *44 * ' 4 4fi*I :* * ** *4* * * * ;4** d *A44- ' 4*4�t *444 •s**4dtit *4. *4 *4***4k "k 4* 1- c Ty or 'ruKNI1_A'. W : TRANSMIT 44***+44. *4 * *4* *4* tit*4"*** 4* i. *' * **,4 * *h *4 * ** * *4 *44 ** **4* *44 .4• *a* * * * *a* TRANSMIT Nu4Ibor: 89800356 Amount;: 400..00 09/00:00 14:40 Pziym €nt'Methad: CHECK Noteticinw DOJCiRDIN DEVELOP 1 :rrit ;; QLH F' rmit :No: D2000 -306 Type: (EVPERM DEVELOPMENT PERMIT Part_e,1 14o . 2G1200 -0290 Site " f1rJdr ess :.'1 372;3' 43 PL r Total 1:occl:, 1.762.25 THIS Payment 400..00 Total ALL Pmts: 400 „00 Balance: 1.362.25, 4 *4 *•444 *444.* *4.* *44 44 * * *• 44 4*** 44* 4** 45 *4 * *.* *4•* * *4s4 * *d * *•k. * * * ** 't ccou.r1.l; Co de. i}escr•ipi;iun _.. Amount 000/345.8:30 PI..AN. CHEM.' < -- F. E ; 400.00 777E8 09/11 971.0 TOTAL 2000.00 y� ..;; ;,'.� lr .( i a t. .L,: i, �,�, �'. 4 :Iii' .':� -�,' f ��'T • t :r. �.f r �.F k +_ y v mo o' CO LL' uw a J ' : _ H W: LUL ;13 W' � - U � w Z z • 4 *,*lkAA'4 t *h,.' ;'*A** * *�i* *kAlk**h *k * * * * ** 1 * +:k * * * * * *A *.* * ** * * * * * * *•h ** G I.TN OF TUKW] LA, .WA l h it IT .4 **.t ! t:a`•h•k * * * * * t .4c*-fr * * *A ** *k4. * * * * * * * *•h ** ** * * *A'k * * * **.'kA• * * * ** *•k il k. S,M Number: •RO1 'Amount: 1,556.75 09/11/01 12;(18 Y Pavm0ni;' Method:, CHICK Notation: DU.7ARDIN DEVELOO Init... 5118 PermitNo: D2000 -306 .Type: DEVPERi4 DEVEI.OPi4EN1 PEr r Pai^ael No 261200'0290 Site A.dd res+s: 13723 43 : PL' S Total Fees: 1,956.75 1.as Payment 1,556.75 Total ALL Pmts: 1,,956.75 Balance: .00 * * *k * * **.A* * * *.4* * *4**A %s * * *.t *** d•*** .* *4* **. *•k***.4** ****.. ** . Arrou'.nt Coda Description Amount .000x322.'100 `BUILDING E E8 1, . 100/143,A30 PLAN CHECI UTILITY 20.00 00.0 `3'86.904% STATE BUILDING SURCHARGE 4.50 000!3,42.400 'IN3P FEE - UTILITY 15.00 41 /342,,4'U0 INSP FEE -. STORM DRAIN 1500 000 /3`22.100 LAND, ALTERING PERMIT FEE 107400 000/3'45.830 LAND AL'(ER ]:NG ,. PLAN CHECK 37.50 7m1PF • �i Z TY � 'T!�"ii �yi`/� .^r _:173' )71 ... M Y ��Yy i5 wrM H'ih'a st.Y Y d±i L191 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (2w6) 31-3670 Rroiect: dress: 3 tl3r P1 �C'. S ecial i�is[ructions Approved per applicable codes. (Inspector: INSPECTION RECORD Retain a copy with permit Type of lr_ection: Date calle Cr 0.4 Date wante 0 Reques pwwOO 3oc0 PER IT 0/ .m. 330 'goDo Corrections required prior to approval. COMMENTS: E -e rIP' - �) w► ' I Date: ) , � 3 —C)7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: .... 44,1ana .M,4.,lh allay +a.,t'i:EiJ,wa£�Ia1r;Vit+ai r : gbipa2atw43 a 4 ;• 4„2.64 4 14 Project: -4) v r051 vA. w „� Al Type of Inspection: • 1 I Address: `'-7 3 11-2, 1 S. Date called: 1- 1--,1a' 0 2 Date wanted: a•1 Special Instructions: Requester: L / Phonee�C-- 30- %Q2/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Gvt C, I Y\C CC+ ff C Qv\ , b �,n ra r Ilgr — Inspector: ' ' `_ Date: Li_ 2 vZ $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 a Corrections required prior to approval. ' , N 0 co w w 0 g a. d I— w z . Z0 2 o� 0 1— w W H — O Z '' = 0 ~ z 6c, Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood Et Duct: Halon: Monitor: Pre-Fire: Permits: .,,,,CNALAPP.FRM T.F.D. Form F.P. 85 Suite Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 4,Yjy:r� "Ju9 nst`�l�y'YrHYit 't'i . ,1.b it:at..r`J''���p .:.�ni;i Jtirj... ,5u,r:.sr�+c 1y.'iJ�yrL��l��4 N: T'a rja'�.y r y •n� ". f7'..,,i; i v.'S• .: City of Tukwila Fire Department 1 TUKWILA F�IIE DEPARTMENT FINAL AP OVALFORM Name O ... 2. -r v� ev,a rt�r�s Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief 'D 'Loco - Approved per applicable codes. Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, T . 98188 P2000 -3o6I PERMIT NO. (206)431 -3670 Project: F s - - Vi ev' Address: 3 L 3Yd pi S Specdal instructions:‘,1–Ott 2'1 Type of Inspection: P w Final Date called: ' l -. 1 2 '7 1 " Q Date wanted:. ^ 1 2_ 0 2 a.m. Requester: Sco ++ Phone: 1 4 2 5 13' 61 -2 6.77 Corrections required prior to'approval. COMMENTS:. „_e Void U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: istrr otv>a. +0.`'.akr.ml.:a.c wyJ faW.ix7 h bCa9rra;`a Et 2 • 6 0 0 too N W W I W 0 u_ CO ? . = a 1- 2 • O 2 O — • :` O H W W' _ 0 Z 111 UN 0 I O Pr a t: p.� . p Type of Ins ection: A d s • �k�3 Pl S. Date called : 4— 12/02-- Special instructions: Date wanted a.m. L/ 19 p.m. Requestes,:-a � P one: Ps1 3 — 9006 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: `�G v� t'1 Y A i vov\ €'vt4 r� Inspectors I INSPECTION RECORD Retain a copy with permit (206)431 -3670 Date: 14. ) s. 02 $47.00 REINSPECTIONE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • S r.nil,h.G S.W9Slk.2; 41 .4444 44 %n'``or :, 44.4YS.ina .rbr' 4!4,<4*4 i. +.$tSs.E r.'urlu 0 co ' CU J , CO W WO Q ` Y_). = = :. Z I— 0 D o ' 0 I— LU O; w Z O Project: \ '. / •: Os V 1r u,) Type of Inspection: k VQt r t o I dress: 3 Date called: 2_ is , v 2 Special instructions: Date wanted: I - IS (JJ a.m P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: v� T J() Y✓\ C f? vv1 rP POr - 4 - 1 \ - \ e il Qatt I .fit rrl t C C1 J PPC4 t o In 'Pr4W1 Ytfor+ ' 1 rnynold of p h WW- a ro uehl J O (.... Not ivA_PA Date: Li_ S O2 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: .�•. & ^A�' §r4 A, ,�r� ,, ��yy4 , . ,, . , ,t' a 5. .c '/ til r ^� ^i� ■ . r ` r 4� Iv a d'st a ,srd C ' t it Ea44Akiel S s �I a1 a wink D ais t43: :use. i :Wig a ;.444u1' #iYM."d.� 1 X1'i,7i 1;?fx.,brkl iL' i�e14t !:;t3Y',1ff8ui�iiira;N� -v{ ,A�'.+'d' :: '.m`v+Y14 i�.J' i�5+t�r�f�� uti4.� a, �ASVUSf ;:4i� gg 3U; W 0 IL Q CO =a I- W Z I- 0 Z U- UCI i0 y CI I- W W h Z U tt Z -D,---, j Paec: Vi•�� t 4 t Type of lns } I i�G on: ' d r, Lo 4 P( s , Date called:,/ / J i , ecial instructions: , F � mil,/_. p i , 1-i' t "` i/ Date wanted: ( ati p.m. r ester: INSPECTION NO. CLTY OF TUKWILA BUILDING DIVISION 630 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 02d0o - s® PERMIT NO. (206)431-3670'.:- Corrections required prior to approval. COMMENTS: Liz . ..,` Inspector: J rre l r''1 rcrt r Date: //u/L7�.. I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: a - •::i.;.. xvll.:asrle.J acw«t,::: " ax .i�;i!Nae.tSLrdw. {eY»"���'tia Z W '. tY 2 , o O o. WW CO uw 0 2 u _ _ • d LLI Z F; Z LU Lu 3 CI O N o 1 - ? iu = V , u.. 0 •Z UN 01— INSPECTION NO. 1 5n INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA a Approved per applicable codes. PERMIT NO. 206)431 -3670 o'.; Ins' ction 1 ate alle -�l - nom Ac dre 1 x P Special instructions: P.m. Date wanted: 7_, _ 0 Requester: Phone. 1 409 330 • 9?, O I Corrections required prior to approval. COMMENTS: CL trno l,Ua l I t YV,%:S.0 VNy t�CA s �U C� to )C4 1("G 'I`1 1-P$ q,4 r -ey.4v Oat- G\ 0,1\c -1-c) V s of bOi Q rra Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ry.a 44 �.ta..�w�.�.uU l.ff�t�k'rr a`elkxt �;iSiia.tEAiw:fiiia Pro a L.X fEf_rl- '&7t°79 Type of _ spietony i ii x-e. h..ti T- 1 1(.Gfr Oh..- Address: -. /37aZ X3/4' S' Date called: / -off Special instructions: lJ Date wanted: 3— V a,rn. p.m. Re�qu Ster� Phone: / -1/...2,,r .33 d .1s/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter,Bl #100, Tukwila, WA 98188 (206)431 -3670 approved per applicable codes. Corrections required prior to approval.: COMMENTS: "GL r°Vect ,hsv'aA - r 2 UQt tis t ove, wl,v\cto t om . v V'O0►m V e el rs uir c•L, d yl •ecS t^,�IrrA: Inspector: Date: t_ so z $47.00'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r.:`.,i, .w�3 t...`.ue.�>Y...utYrnrh.i:awkC tk& 46ra•`sa .t >Ti .:�ti�7v2ifl .�Ytkui&3itA6:V,f�nidW�.; +ta�wkawa _. U NO` W W :, J, W 0 Q N d; I-- W Z o W W V O: mo Z ii cn t ! Z ... Project: Fr, 5- 'r✓j ,x. # r,.„ r� � of Is I�Q p � ri '_ ' &I \su 1 /5 dress: , .. ';c , t . - 7 2? ��- f , 4 � . D t o cal led `Z -L _ Special instructions: Date wanted: - 2 - 'c'j p.m. Req ster: U. tr (- \ Phone: 1 --(1_ '3o - q& 0 4 .. 5: •"t 17,r,t :rs: ,r'7C•T.T,nt^7:7 r , 7,.fcr,y.7.e... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, TukWlla;A 981 :j r'! Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit S(206)431 -3670 Corrections required prior to approval. Q r Inspector: '` Q11". 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 's!'n`�TK�.'� ✓K �.'N�t1�.iu 14 'ACW:tl. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Project: rusteroew 1 Ad�r s .93 i Special instructions: Type of Inspection: Date called: Date wanted: Requester: Phone: Ej Approved per applicable codes. (206)431 3670 orrections required prior to approval. COMMENTS: LU ()IA) otA- t� '1 01 1 -? o r Inspector ti .so " "_ ' Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: Lar. , 1ry.Ry , • . -4. ^a.^ a .�c -;r. : 3.1 ? w... .,,....c s..::?'1.1Y' nW�at }; i { yyjx�'iai�;dt�C$Ii�i.h�iNti�liV fl }(1:41S�Y z � re W • J U ! 00 : co o W tl'. W 0 2 ga cn = Cy: H W 0 LLI w w I Z ; W H � ` O z Project: : Vfie of,Mspection: ' P rtra44 046 t res , : d . 43ivip L S. Date called: z-lzlozj- Special instructions: k-Of - Date wanted: / ,/ a.m. -/215 IC3 Requester:, j 1 r- i1rl-1 ek_a- P ,o 6- -330-9601 . INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: . . • ra kn rOVeci Inspector: cvA/ Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:, Date: ike.,42,WEAV.:A.ti4 , , - ' • r 1 . 1 W1.;44,t41.46. '44 'AiV ^4,);:j. re 11J 0 C) 0' CD 0 ' L .. " . 1 w O g €(' a LLI 1— 0 Z UJ 2 D, ra o co I— pI —u 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 3670 Project: OSr V 'Y uJ Address: 1 -3 L A 2 ) S Special instructions: Type of Inspection: She /i v Date called: ' 0 Requester: r proved per applicable codes. COMMENTS: t0vS Inspector: < 4041\ ❑ $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: Corrections required prior to approval Date: tp iutla4'^` ' t 411 4.Ni4rd r` Pro' ct: , � e ,- i at of Inspection: � , Date cal 2 1D5 - /e). Addr I 7 3 3 C Pi. 5. Special instructions: Date wanted• Requeste PDS) 33c -` cep 4/ INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. corrections required prior to approval. COMMENTS: ) `l2 . c o w ► -�� fori, -a U prove ck ( r ti. rrl i (MG (.1; Yell Inspector:` Date: 2 # 2 1`02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: R'K 3 i i�3'..'�i • .. t..�r i�"'..?�.rix��v: Y�.�'aw >,r, �'�uii���!'k •$: -' a z_.._rt..ti�.,_. ` � ;'•1 .�: �4 '" < „ :,” vt SFr d 1i90 a: ki01 Pr ct !,,',A: .7?) "" X07` 0 2Y Type of Ins ction YP /Qi¢iel /AEA Addres3iktlF :. /370 _ "Y3 /'e 5 Date called, ., .--2 4- Special instructions: Date wanted: o? - 4 7.5=OoZ a.m p.m. Rhone: (4c2.5 s) & o -74ey t INS TION RECORD Retq r %py;with permit k INSPECTION NO n;f� .}`� -�' CITY OF TUKWILA BUILD G:DIVISION 6300 Southcenter ;Blvd, #100,Tukwi WA 98188 PERMI i (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 ,-a ot Ir0s a 1 2 ) 4 C \oz i- i r) r -- hex r ,&,Q \ Y"CJ Yova V,11 - W ea ppl Date: � � - O. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: efi.' .'iti:9 KLr 3�2fr. tiiifd3i Fic''Jmvadm075. .^.��riV%'- �L::.: u.'Ytat • .ia'A:m.Wci l�' Sons .vac.. - �Q.' �.'�r U�o.tn a , ;;;; :.a,:..:.asu:8,slic�.:. r..a^,.i .�.�.,:fi._., x�Y• isxau'J't T.a+em . 4.644 k ��N' M6:t4?i'k4,"�`3• i aCdt ". ^:'",. &art"+�N'� �`rnwtYiN''id�"bY`1:`+,Nai f'°,bt;rv' Aap r�fw"iti'�.L'tSic;:riii: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: rv�e G)9 Address: \ -) L ?L. S Special instructions: Type of Inspection .. .S PGiv ` tN et Date wanted: S :U Requester: Phone: Approved per applicable codes. COMMENTS: I�1 �- Nrp 0 \ r141 1 A)ox k \ S r cr\- Y�G c \\ \\ P A Ciro 0 w 2 ) -1 4 o c s�.ea rr 0 Inspector: INSPECTION RECORD Retain a copy with permit - \ 1 \n/vAitir (206)431= 3670 orrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • �i5�.:1r " .. e.4.11 N tak t'tli1 re w 2 UO N 0 co w tu CO w 0 ` LL Q . H w ? Z ° UO o� w W. U LL 6 w Z U N: 0 I- z INSPECTION NO.. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pr ec { t: : ''�s ae // w Ld ,2 9 Type of Inspection: Date wanted: /L Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 4 00 REINSPECTION E REQUIRED. P for to inspection, fee must di 6300 Southcenter Blvd. Suite 100. Call to schedule reins•ection. Date: Receipt'No: ' INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 4}u' :eafitttsat Tk 44'4 67W a �ti iuT {aft s A;trwP of ? «ti.: LU 0 O rn0 tow W =; co WO . g Q. a l -w , 1- o z 1— W W t'S 0 li 0 z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 S�ecial instructions: TXApprovedpepapplicable codes. Typ I sp ion: Date called: 47 55 cY orrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid •: at 6300`Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit _( n1; t. �ftt+, r 4 30410.4 �KV'.4'9i C+x+ t4 ...,' k ilMxszttiv.60444.Ar !t k�i+3t OaaC � , W D ' JU! 00 to 0 ; to W • u: W g co z 0 ! 1- O ' Z I— a il 0 0 I- ww • I 111 Z O H: z INSPECTION RECORD Retain a copy with permit INSPECTION NO. • ITY OF TUKWILA BUILDING DIVISION 6300:Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. � 24:0o -300 COMMENTS: SQVY1�Pin'�-Ca tvIc s- I)Y PERMIT NO. (206)431 -3670 : Project Add ress: v (,04 2. : lei, S. Special instructions: Type of Inspection: � P�4 . 4a..1a Date cal fed: 12 3/a / Date wanted: a.m. Requr: -�. A P Corrections required prior to approval. Inspector: Date: 4 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at '6360 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: s.��� + ¢ >,cn.�"::?'Y5 *' ..'i.�:�`:i�`Yo- , .."�zs ° �..'� +r a, :;isl'7.t„v.:.'i:.✓:....:sP.:.n ..s.e : away..' :c�.t....U:d�sta.Ri'..triFN.. t3:5: a'.d¢R Aim Aie.: wrSrXJ. aLtrfra ..uJi1 ?.*St+aY:�sl. "r. Project: -- - 1'r j —e4 \I(O. - 1 c.1 1 Type of Inspection: , Address: -2 - 47,A, PI ' 5. Date called: 1 2t v/ o E 1 , Special instructions: P 7 wanted: a.m. It t t p.m. Reque tL / i - k 0 i- e c7 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: S TLS 5 . (A J C_d tv ki S a ctj off . 1 [Inspector: Cid L Date: L t 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630Q Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: �.� : a p ,�Pf'1 �,s t� C.T z. : 41- i . ..r K.- '" * - gaig: t i:174:'J1klkyi :V. ', L�'�F •.d a1 f: rf us qty, ;y •fs..a.w. ; ii:: a s : , ��. i. ss: �t.+. r` �; o. aul' � ,M.t.�.Y1HV_.�.d ��:..:v��;�. rb«tis:. it�M1'fa:kv.E3'a4# �,ut,'.sC�i'&kirti r., \t ?tihi:.. `�4•.rwi ?,#:mot . � U . U 0 to 0 !. u) w ; w W 0 ' • Q _ • 0 : I- _ Z H` H- O` • Z I-I UJ U ID i0 N` _ U ` . L 0' til Z ' 0 ! z Si INSPECTION RECORD Retain a copy with permit INSPECTION NO ITY OF TUKWILA BUILDING DIVISION 300 Southcenter B vd, #100, Tukwila, WA 98188 Inspect r III Date: 0 I a•Ap '-p' roved per applicable codes. D '30 (206)431 -3670 PERMIT NO. Ad ec instructions: • c P Typ o_ e f Inspecti� � /La, Date called: ) Date wanted: it Request 4 24 Phgne re:0 7 5 f Corrections required prior to approval. COMMENTS: \404 s S47:00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter: Suite 100. Call to schedule reinspection. Receipt No: Date: °..! ...✓ ... , .. 14*r vler� -- I c2 Aurizahoi o 1 IL I1 ' /©1 TY�a3 ` i/3 ft S Special instructions: Date win d• I a. m. Rep stf r ° t.� Yort = ac)? - 03'0 h �S: f.� n..��_ir � + 3 T �j l +. „ k.t �'d "y,' _. $i�iNS:a. >.....S;c ....�.s: �_'.,.:._.:,..., Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: PERMIT NO. (206)431 -3670 Corrections required prior to approval. e Date: 11-1S-0 l $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: { e.P. 1011 [ {:tiL YM W4` i1'1�41.V J{I m frview O T of Inspe Ion:ff fi� Address: C. ) A?a3 1 3 Pi- s $ t 0/ Special instructions: Da, )te o a.m. Req: Ph:ab ... 2z:77 -O? a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Date:/ $47.00 REINSPECT! N FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..r.a;;M✓,.. ; *0...:_n �.....»t...t.v +✓..�xii PERMIT NO. (206)431 -3670 Corrections required prior to approval. ,., r.�� , sY;; u..,✓,.: nWY�zPeu ..1.G4..J.ie."h'S'd..nA.;,ylz `.LY1 ..d/i.�: h5d1l.Lake¢icA' •jW,.¢�tku"L k.' t" sii7a mt1lfi9''' tHde.. ' c z`N7 tai, .•�.�{3vihiA���1Yo.�i"t:o-'�; WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872A The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 429 9.60 Floor R19 vented Joist 16oc Glazing @12% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1872 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 410 Btu /hr -F 9.50 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99083.23 Area = UA 879 36.0 , 280.8 182.5 56.0 21.8 2531 156.9 879 31.6 16867ft3( 108.0) Reference UA 429.0 X Area = UA 879 36.0 221.0 114.9 56.0 21.8 2240 183.7 351 21.8 879 31.6 16867ft3 (108.0) Proposed UA 409.9 b21000- 3 dip 1. • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99083\\9908323.WS HOUSE ID: 99083.23 Struc Mass Light Frame, Sheetrock walls HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: DEFAULT System Efficiency: 78 % Modified Efficiency: 62 % Design ACH: Design Load(at 44F dt): Duct Losses( % Dsn Load): Total Load: System Size(Output): 0.60 ' 26999 Btu/hr 6126 Btu/hr(23%) 33124 Btu/hr 49500 Btu/hr (150%) Average Annual Heat: 88 MBtu Annual Cost: Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 0 Cooling Load(at 4F dt): Btu/hr System Size(%Over): tons(®125%) Annual Cool Requirement: kWh/yr PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Eff S Glz: 3.8% $ 493 Solar Access: Partially Shaded Location Avg Rvalue Surface Area Vented crawlspace Attic or garage R- 8.0 R- 8.0 M- 3.000 1872 5616 374.4 ft2 74.9 ft2 PROPOSED PROPOSED South : 55.2ft2 North : 55.2ft2 Southeast : Northwest : East 55.2 West . 55.2 Northeast : Southwest : 06/13/80 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 Kappler JOB NAME: JOB NUMBER Associates Architects Dujardin Development Fosterview Estates Plan 1843A DATE: BY: 5/22/00 99083.23 SRU W INDOW TOTALS • ROOM NAME I WIDTH (IN FEET) I HEIGHT (IN FEET) AREA I (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) ( ) (IN ( TOTALS SQUARE FEET) ...�. ... LOW ER. ` FLOOR a its: Office 2.50 I 3.00 7.50 1.00 7.50 �. 1 TOTAL LOWER 7.50 { : , MA IN FLOOR t, KITCHEN 4.00 4.00 16.00 1.00 16.00 NOOK 5.00 6.83 34.17 1.00 34.17 FAMILY 7.00 4.50 31.50 1.00 31.50 STAIR 3.00 3.00 9.00 1.00 9.00 DINING 6.00 5.00 30.00 1.00 30.00 LIVING 6.00 5.00 30.00 1.00 30.00 ENTRY 1.00 5.50 5.50_ 1.00 5.50 TOTAL UPPER _ 156.17 0, 9 t A hi't r. .s .�...�'.� �..:: >T����; y 1 UPPER :FL 1 L �� w w� q t ; � InY�EF�k MASTER BEDROOM 5.00 4.00 20.00 2.00 40.00 e uses +; MASTER BATHROOM 2.00 4.00 8.00 1.00 8.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 BATH 2.00 4.00 8.00 1.00 8.00 TOTAL UPPER 96.00 d, �k Y t t i 1 - , x a �a e m. k,.�.., ::- . X . , t' . .: i. . .'•:i. I .y 4 4 S{ �b '4 , ° SUM .., 4 s . .. ",. .i . ._;,.. �� s �' Y 4 t r ') t T v ...... R C y ! C r u f } a #r TOTAL GLAZING SQ. FT. 's ; .. 259.665 TOTAL HOUSE SQ. FT. 1,849.00 Glazing % 14.0% 8/21/00 9908323 - Glazing.xls TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Plan Review Fosterview Estates, Lot 29 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr: Fowler: June 16, ,2000 Project No. T- 1515 -2 As requested, we reviewed architectural plans prepared for Lot 29 of the. Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. Project Description We reviewed the following plans: Sheets P1.0 and P1.4, Architectural Site Plans Sheet P2.6, Architectural Plan Sheet P6.8, Site Section for Lot 29 The project plans we reviewed, 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. 200. The garage level will be at approximately Elev. 188. The garage will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to 13 feet will be required. It is not anticipated that significant fills will be placed at any location on the lot. After completion of foundation walls, excavations will be backfilled. b200040 b 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra©terra- associates.com Mr. Bill Fowler June 16, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed at other locations on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot 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 report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pct), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 Sincerely yours, TERRA ASSOCIATES, INC. Mr. Bill Fowler June 16, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Project No. T- 1515 -2 Page No. 3 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON V I EXPIRES 8/23/0/ 5 /Z 00 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 Kt 41.111. bwooi- z pc, . C JAMIESON CONSULTING Consulting Engineering & Project Management ?01 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 r'^3) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w2 w3 x1 x2 x3 x4 0-4 dit" ,03(7 flu IWO r 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 ft ft ft ft ft ft ft #I ft2 # /ft2 ft ft ft *0- ft # -ft # - ft # # rr 4' 4' R ft ft ft ft ) 2500 F / , _ O ,rs /1 1r0K/ a 4" C cx Fns& spA,us ,,de/z. ,Oo2 /41 / 14.102 A7(207) 21 JCS NAM_ FOSTWV rEld J08 NO. 20 181 s .- Z DATE SH_ =T NO. ' TYPICAL CANTILEVERED RETAINING WALL 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 S rl es" (4#4 - rop ll I(1 (( 04e /0 "O, C. ege Al W46 4 4J -/(Q'tC, 4-17; 3 FAi 5 , (3) #4 car re I 6 U ; U O co 0 w uj � -J co _ v � z o o . 0 o O N : oi— ~` O r ui z `' N i 0 C JA.MIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft # - ft ft ft ft -/G - 25 o 7sI =--lo 1451 Mu= 1.5 Nfit1 sr z. Cl/Zte 5P) Fole 5tio A y- o.447- a- 2311 M zo,3K' zot 3C(z) L max = 1,7(,18) 28 JOB NAME F V i&W JOB NO. 20 1 Si BY z_. DATE SHEET NO. ' OF TYPICAL CANTILEVERED RETAINING WALL 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 . NAI `XIVAVVIP'P/Alr tYS4kVAMMIW∎os h,mt.or.wmw+na...aen.+.WnMVPs. rsueoheo aovof,. m. C)iq" 3aa2 6 ff. g" 1 tl 1.4 111 =III .¢G loo� c, Air fSE/0)s I VaAz C) 4co'Jr z 00 No. cow (w w 0 2 J I w Z �. H0 Z �.. w w D Ocr 0 1- W 11J' - 0 w o 0 1 C JAMIESON CONSULTING Consulting Engineering & Project Management 9b1 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 i •" g) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 /-49,EIz UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft , ft p 7 5i.= ¢0 of lulu= 3,67' G 4= 0,3()/ 4 g '1 rr 0, ?,t' '1 " / M 09' 4,s Ma- l S4 tzU& % FoOf wC 5Phtl5 i1 = {`i1 J08 NAME Fe. VIVA/ JOE N0. DATE Zola/ COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • hW N Z -Q " BY 1,3 SHEET NO. a1 OF (2)447VP TEi Eli 4k46 /0`0, C► 4.4e f "o, c, ' _"I Yz'2EAQ j&e." O lds s) -44 • (2) roe • `Z3 rl r r 8 /O � Wi B U U O; CO 0 LL CO Ili o J : = d H= z i- F- 0 . z f- ; ICJ ku, U 0 -, 0 I- =,, LLD ui ON z JC 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSULTING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME 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 7 - 25co rx l 6/ = 4p gs I _ _CO32 4 ' u dr:6" 5 ti 0,37 /,v=, Fly # 4 v2 / /a. c, mt. 2,65g/ 4 5.25' p 7rmV& sP4vs /{OZf , = 22 Y u :: 44-41 % `8 " d=42 O 3/AvZ ( 4 JOS NAME ,7g VIA/ 2016/ JOS NO. GATE OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe 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 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft 4' # ft ft ft 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 N 1 g ( , � / SHEET NO.. ¢ OF .1 ,C31/cLiz 8 2 o .....w.....”1 4,..v : Me!t400411"4+nnSe.P.M. XMP INIM MO IVOWUP n.c,.t »iww� «w..n,.-nrr. «m msx.: �nrb., cvrsrrtw�aMfsn. v. ..w.�n...•.nn<,..�....,._.e.,._ SY ' pJ t 4 TOP 1 Itr I L . (. (I l '. ( I I II . r `'4 f2 ''Otc1 1Y�r'c eJe.6'oic. fr� x30t► ' t /2 "o.c (?),It co/V 7" JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '''1) 303.2581 • FAX (425) 803.3289 t /ND ' Foe TJ. X2'0, c, 2,&5/4/ 6 o n OO5TZV/E141 JOE NAME JOE NO. GATE SHEET CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 8 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.08 toe ft Length of toe 0.67 heel ft Length of heel H 8.00 ft Overall height of equivalent fluid Lf 3.42 ft Total footing width fs 1,314 #/ft2 Soil bearing if X is in mid 1/3 fs2 1,406 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.14 ft X 0.85 ft Location of resultant force 2Lf /3 2.28 ft F 1,120 # Total horizontal force FS 1.507 Net factor against overturning Mot 2,987 # - ft Overturning moment Mr 4,501 # - ft Resisting moment Mu 5,077 # - ft Ultimate moment for concrete design W 1,787 # Total weight on footing w1 643 # Soil weight'on'heel'(120 pcf) w2 800 # Weight of wall w3 343 # Weight of footing x1 3.08 ft 1-- x2 2.41 ft x 1.71 ft 0 i g 25 l - ¢D Ks 14 5,07'' d ,4- 0.37,,u 1 4 6 w (' EY I • 14VMVPYM'w'A9ASM ai llIF:111-= 4412'otc, 1 Yz " C(,i 'q 2 ime-44javOrc., (),4 4 caur s,, (z)gel- rop CF z o: 2 J C) 00 u) 0 : W= CO W O a _ ° _. z H O ,' z w w, n 0 0 — 0 w' U. - ~O w z. O z.. JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 7L = 2500F 4= 40Kst #¢ ''' b0 Ks/ �` 5 9,92 I L' 4d-- it 4o.4/ 5 G2 MoD a/lo,c, CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 OUTPUT UNITS COMMENT #1 ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1.539 5,833 8,979 9,917 3,019 1500 1001 519 3.54 2.58 2.08 FIND j D,, 40 4,/z /for 6, 2,65'' f7`= 625 # - ft # - ft # - ft ft ft ft JCE NAME JOB NO. r V �E W ZO / e / Si; V � Z OAT! SHEET N0. f� OF — J a / 3 " C) 44 7° P (lIE 10brcs 4S_J &g oo (ll G8 "or C. ,,- &o t" no, c c yr rt tu! U U O u) J ( LL w0 Y,2 O F w z O z I: U 0 0 N H W w' Z _ w P _' 0 H; z JC JAAMIESON CONSULTING Consulting Engineering 4 Project Management 901 KIRKLAND AVE STE B.1 • KIRKLA.tiD WA 98033 '' ^;) 603.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT . 35 12 0.83 0.83 3.17 1.25 NAME EFP a w toe heel H • 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1.35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4.63 x2 3.59 x3 . 2.63 2 _ 40 x-51 4 _&,0 K51405 17z GA=B 43=,53,4/71' p/, ° I P/ Fog -- 4@ /Z'o.c, off ` 0" ,1,i = f1= 7 OUTPUT UNITS # / ft3 ft ft ft ft ft ft ft . #1 ft2 # / ft2 ft ft ft # - ft # -ft # - ft ' # ft ft ft JOS NAME FOSTE V/E W JOB NO. 24 / v 1 BY '' Z DATE = SHEET NO.. 7 c= COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall Weight of footing N • • 3 , z " .1 7_044 t hrl r #4ee" ,c. • /0 N l / - 3" -le z 1 mo w. • U O ; mo o; w uj w 0 I- w z � z o w U W H U z ; z . C J_ANIIESON CONSULTING Consulting Engineering & Project %lcncgement 901 KIRKLAND AVE STE B.1 • KIRKLAND «A 98033 (425) 803.2581 • FAX (425) 803.3289 "Pc CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 x1 x2 x3 2 Ps/ i = ,esf `S Al,. 23,5 d g„ 4=o.74iJ/ 455'1151,c, PM? 1 4 1 >t=og 4GJIo d0,c / , 1 6.3/ k' � - (/ /0,t OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft . Length of toe ft Length of heel 12.00 ft Overall height of equivalent fluid 5.99 ft Total footing width 1,981 # / ft2 Soil bearing if X is in mid 1/3 2,059 # / ft2 Soil bearing if X is not in mid 1/3 2.00 ft 1.61 ft Location of resultant force 3.99 ft 3,120 # Total horizontal force 1.584 Net factor against overturning 13,680 # - ft Overturning moment 21,667 # - ft Resisting moment 23,256 ' # - ft Ultimate moment for concrete design 4,966 # Total weight on footing 2727 # Soil weight on heel (120�f) 1494 # Weight of wall 746 # Weight of footing 5.08 ft 3.75 ft 3.00 . ft 5uagrje OTrz —V 20 /8► JCS NAME JCS NO. DATE • z • • NT5 • :1 J BY 4Top V. s- . ▪ : �t (1 'Orc' S ' .'4 /o'D,CI 04 5 "O,C, 41- X 3 L0 " (7) 4 co Jr SHEET OF S VJ • k o ,t 4` N �' z CL 2 D U O ' 0• N LL . uj gQ 0 D i 1- E-0 z �, .0 „ft 0 1— ulw r F 1 i -0 _ U Ni H H' z JC JAMIESON CONSULTING 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 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 �c = 25CU 1( � = 4D KS l G� 3, 9 ' a4" 4 03/4/y, X4/7 48"0,c, ,ice 11 " h / = t/, 9 9'`' i=675' 410 /UT7' WD(41& rocr f a S`P/t}S WOZl Z, NET* or Pis/ UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. BY DATE SHEET NO. OF 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 / • n (z,>d4rcp • �rr 3'1.7 ,I. 5 , 44 0 , 1 ,1/ z .11 • UO to or (ow w O . g Q; w z . H z t-: w O. W w, I — LL-- 0 ;. w z co 0 ~' z JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �c = z9 /457 a r. 765' f75= o.47/ / e 5"ore, Pep , //„ Poe 4e0 , O , c, a= 3,17' 1= 617S No 41gT sLratNG Fc r JIG GPA-t% 17-ogiz, A/ET 74s' V& COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing If X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing JOB NAME JOB NO. BY DATE SHEET NO. OF • SOP :=((i " I k'IaIG4z oe' L�s'o.c- ...4 g 3 rDa6 ID Orc, (2) 4- caw 3 : 01 i_ N w L co = z F 1 Ill La U 0 0 - Ill w I U • Z U � 0 I- z . JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf 11.17 a ft 62 w4 # 0.83 w ft 0.83 t ft 1.50 toe ft 4.67 heel ft H 12.00 ft Lf 7.00 ft fs 1,850 # / ft2 fs2 1,969 # / ft2 Lf /3 2.33 ft X 2.91 ft 2Lf /3 4.67 ft F 2,520 # Fk 228 # FS 3.476 Mot 10,080 # - ft Mr 35,033 # - ft Mu 13,821 # - ft W 8,584 # w1 6260 # w2 1391 # w3 872 # x1 4.67 ft x2 1.92 ft x3 3.50 ft x4 1.92 ft -�� 25100 PS/ 4 = ,.s/ , , Ks! (*5) M /3S3 d" o'41 47- 5 c 9'0. c, (.6O:: /rVV I / roe Tr 4V9gorcI 475 b 77 a7-14/6 bP' N 1/0rz(Z, NOT OF 1 JOB NAME JOB NO. BY DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing to" 3e SHEET N0. OF (2)t4 TOP 111E111 � ll ��'L'jS t arc� #-4c-9`/orc. f r, - Yz $f5L(✓9 &2 wO r .x o"@ 9 03) li c'JT Jog 4-0 "(NT-5) - Kappler Architects P.S. VERSION 314 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #1843_B City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99083.23 Date 2/29/00 SPM '€t .i854n''; `1x4791'( SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Fioor+1/2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Pian #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls Long Wall :1361, FT FT FT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default rF. h ' 1 >Kt%il 8/21/00 PAGE 1 W re 2 J o no W = ? N u. W Oi g J; u- <' _ a .. I— O , ` Z LIJ 0 O N CI IF- = V ' 0 111 Z U to 1- • Z WALL HEIGHT Ce Cq qs Iw 145 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) P= r max = I -9.49 I ri= r i story shear 504 I 10685 I therefore use DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 0.62 1.30 16.40 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 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 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1361 37 5041 0.05 PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 r6 v0 > V) U' U =, U 0 LL a j 1: 3 lU Z : P-' V' li J Z U C 0 Z (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 24ppl FP$4R I TFC1 1g65040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI !WOAD 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 / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL (SHORT WAL WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASESHEAR:Vb= (3.OxCa /R)W STORY SHEAR TOTAL WEIGHT 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis 23688 # 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 l# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQX11[3520 1975680 10685 1# I anal sis worksheetl.xls 8/21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA, AB SEISMIC FORCE 140 109 132 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 #FT # FT # FT M= T =C= # FT # FT # FT # FT SEISMIC FORCE 18957335.76 677047.7056 ALOW.Ft= 143.64 # /NAIL 550 1.331 731.501#/BOLT MIN BOLT SPACING 2'421FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING FT O.C. 828621.396 #FT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis 4713.50 NAILS 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 Not included in total 140 109 132 0 208 138 145 0 698.251 #FT # FT #FT # FT # FT #FT # FT # FT OK 8/21/00 PAGE 4 V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #NIA 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA, AB SEISMIC FORCE 140 109 132 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 #FT # FT # FT M= T =C= # FT # FT # FT # FT SEISMIC FORCE 18957335.76 677047.7056 ALOW.Ft= 143.64 # /NAIL 550 1.331 731.501#/BOLT MIN BOLT SPACING 2'421FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING FT O.C. 828621.396 #FT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis 4713.50 NAILS 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 Not included in total 140 109 132 0 208 138 145 0 698.251 #FT # FT #FT # FT # FT #FT # FT # FT OK 8/21/00 PAGE 4 12 3.5 3.5 3.5 2.25 130 ( piiarsal Mo= 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 11 INC O.C. Wall(DL) 280 280 280 180 0 Roof (DL) 170 170 1440 900 0.00 Mr= 525.00 525.00 2006.67 810.00 CS16 -30 T =C 893.81 893.81 470.48 683.81 MIN PLATE NAILING REQUIRED CS16 -30 CS16 -30 _ NA NA 13 INC O.C. 12 11 5 0 0 156 RA6i';•; =:;I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 CS16 -30 #DIV /0l #DIV /01 8 3 5.5 11.5 0 83 R1:6) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 -51.24 - 421.24 #DIV /01 NA NA NA #DIV /0! #N /A 0 ', 0 '" . 0 -`0 #N /A #NIA" Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 z 0 u 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT a TRIB.LENGT a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE TRIB.LENGT a b c d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 5 CC W 0 0 . W W; w 0 co = 0 '. H Z � 0` Z H, 2 p U `O I- W W' I 0 . � I" i • Z H O • Z 16 28 -0 0 0 119 ` t' r P I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /01 #DIV /01 16 27 0 0 0 123 R1` • : ;: Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0,00 25.82 #DIV /0! #DIV /0l #DIV /0! NA #DIV /0! #DIV /0! #DIV /01 I #N /A 0 0, 0 0 #N /A havoto :: Mo= Wall(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 /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A I >, >, °> NNfA ' Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #NIA #NIA #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 #NIA FRONT TO BACK UPPER FLOOR Load Ht. 8 I— x _ 9 o: 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 L w J UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 6 co t il I— 0 Z W�R 2 0; U 0 - 0 I- W W ! • I— V LL I' 1 .Z ' CO, H F 0 z 8 4 3 5 3.5 179 UP.1'46 4 4I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 NA CS16 -30 12 12 '' 9 3 ',0 1731 MA 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 /0I NA _ NA CS16 -30 #DIV /0I 8 4 5 3.5 3 179oP1=,6I Mo= 5716.23 7145.29 5001.70 4287.18 #N /A Wall(DL) 640 800 560 480 0 Floor,Roof(DL 1260 1980 1920 1200 0 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 STHD 14 #N /A 0 ., 0 0 0 #N /A #N/A/661 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 RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c C d d d SHEAR V WALL TYPE TRIB.LENGT a b c d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 8/21/00 PAGE 7 00: 0 W= N LL. W O =I' u- m = d , 1- al Z I-- I 0 Z F- D: 0 '0 :0 H' W W I , - V. ■ ILI p 16 12 5 5 0 252111=4 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 /01 16 27 0 0 0 205!: , PAN Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /0! #DIV /01 #N /A 0 : 0 . 0 `' 0 #NIA ( #N/A14211 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 " "' #N /A 0 �.. 0 . : 0 0 #N /A #N/ Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 Ft 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w J 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 346 w co 2 /3DL z REACTION HOLDDOWN 346 w 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetI.xls d d d SHEAR V WALL TYPE 8/21/00 PAGE 8 12 8 : 4 8 0 295 P1=4 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 #N /A 0 BELOW GRADE MIN PLATE NAILING #NIA INC O.C. 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /01 HTT22 HTT22 HTT22 #DIV /01 #N /A 0 0 p 0 0 0 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 0 #N /A (:w #N /A Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A 0 #N /A 0 #N /A 0 BELOW GRADE MIN PLATE NAILING #NIA INC O.C. 0 0 0 0.00 0 0.00 0 0.00 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A I #N /A 0 0 p ; 0 #N /A ( #N /A Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. O cc w LOWER FLOOR Load Ht. 11 0 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 TRIB.LENGT 492 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr REACTION T =C HOLDDOWN REQUIRED 0 w co O z 492 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 2 /3DL REACTION HOLDDOWN a WALL SEGMENTS b c 4.5 24329.37 990 1430 3630.00 4599.86 ON CONC 1.75 9461.42 385 1430 1058.75 4801.53 ON CONC 1.75 9461.42 0 0.00 385 3048 2002.58 4262.19 ON CONC 0 0 0.00 #DIV /0l #DIV /01 SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT a a b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d d d d SHEAR V WALL TYPE imimm =1KONLCONGAI MIN PLATE NAILING 4 INC O.C. to 8/21/00 PAGE 9 #N /A 0 0 0 0 #N /A J f` - #NIAI 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 #N /A 0 0 0 0 #N /A #N /A Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 C9 LOWER FLOOR Load Ht. w LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGT 492 11 Mo= Wail(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 492 2 /3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN TRIB.LENGT a a WALL SEGMENTS b c PORTION RESTS ON CONC. WALL a b c PORTION RESTS ON CONC. WALL TRIB.LENGT a b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d 0 0.00 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 #DIV /01 #DIV /01 0 0 0.00 #DIV /0l #DIV /0! 0 0.00 0 0 0.00 #DIV /0l #DIV /01 d d d SHEAR V WALL TYPE 281 iiR1;11.I MIN PLATE NAILING 6 INC O.C. 16 • 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0.00 0 0 0.00 #DIV /01 #DIV /0! 0.00 0 0 0.00 #DIV /01 #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV/01 291 FtV4kal MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 Fire Department Review Control #D2000 -306 (510) City of Tukwila Re: Fosterview Estates — lot 29 — 13723 43 Place South Dear Sir: September 14, 2000 Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ms 5' J U o ; w o g c _v o z g: ILI Ia. U o o fi LL o U_ I — I z - Yours truly, Page number 2 Cc: TFD file Ncd 5(0 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110- 22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Rt ` :dential Sewer Use Certifi Lion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs'or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name 1C`• Y'\ \)(- \ \r`• L I -\ • • -1 (Last, First. Middle Initial) Property Tax I.D. Number • (. ^( C Property Legal Address: Subdivision Name • Lot# {� Building Name (II applicable) Property _ Street Address \ - i • , . 1 ! k. .1 h City, State, Zip Owner's Mailing Address \ ~. t' i . v '.r (II diflerent from • above) F \) ,C - \ -\ i Owner's Phone Number V ' ) 3` . ; C: \ I( Property Contact Phone Number ("'1 ) Party to be Billed (If different from owner) Party's Mailing Address (If different from above) City or Sewer District Vc 1 _ V 1. 1 E? Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Demolition Permit # Please check appropriate box: • Single- family O Duplex (0.8 RCE per unit) ❑ 3 -flex (0.8 RCE per unit) O 4 -flex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative Subdiv. # Block # x 0.64 = x 1.0 Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 I L •. 1. IL X20(70 - 30b For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Date 2 ^ 1U RECEIVED CITY OF TUKWILA SEP 0 8 2000 PERMIT CENTER Print Name of Owner /Representative (Rev. 2r00) White – King County . Yellow – Local Sewer Agency Pink – Sewer Customer wow' rt t? 9Etrw'et^ek'.?L::.,.. .�w. , _ w��;,w�r•,». •.wcror.q. y r�,*�,istswkl�..... "'' wtenm *:a±.rA #tR+YrorwtS!'f � �1t ':�' W`. ' - ' V'. t3.�2'f? . ° y Z C4 W • U O co CO –J w • 00 g J U. to Cj = w ` H 0' Z • LLI U0 O 0 t— w w, tlF Z , w 0 ~. Z - - ■w v,. 1 Address: Address: Phone: gas - 354 - L Phone: �s - (o y 1 -` a9© This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat El Short Subdivision 171 Commercial /Industrial Building Permit C3 Rezone I:3 Other Estimated number of service connections and meter size(s): 5 /8 X 31,x, t 0 � (. Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): C��'>t UJ� 'It - Ar 015� � No. gas Owner /Agent Signature: ^ t9., - Date: & "RD •; e, PART B: (To be completed by water utility district) The proposed project is located within 1l-1 iii..A)1 Imo, (1Q (City/County) The improvements required to upgrade the water system to bring i ' compliance plan or to meet the minimum flow requirements of the project before connection: with the utilities' comprehensive (Use separate sheet if more room is needed) Base d upon the improvements listed above, water gpm at 20 psi residual for a duration can be provided and will be of 2 hours at a velocity of availabje at the site with a flow of l d -- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. l O l la � -cb43- L _ . -, . - • 5/2400 A•enc /Phone Date CITY OF IJKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability Ft& PROJECT #: +e"r Wax-) � *rRequired only if outside City of Tukwila water utility district) Site Address (Attach map j',alVifrJ�i, (ntoi�na�ion:i s , Name: Dui and Legal Description showing hydrant location and size of main.): Legal Pia_ -e L e, - wsc s ..i; ry N ame• �er 1+1 PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone 1tYTl;A1•!�1 /LDQ :6 /S /9b ,.4MTe H-ha RECEIVED CITY OF TUKWILA SEP 0 R 200.0 PERMIT CENTER Date z w 00 CO W = H CO LL w 0 2 j . = w F- z F . � zt- U • c O - o k- w W ▪ S2 u_ .z w U O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: I Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone . Proposed Use: IN Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: II C,a pl r- pw..am eeAs P,S . Phone: £.42s-. I:Q • 532_0 :• . Property Address or Approximate Location: 1S 23 €4 3 Y6C. 101. S nt h . Legal Description(Attach Map and Legal Description if necessary): * T 32 IA 12 Db - O 2q O F O - e)rV \ CU..) E s - - V es Lc \— 2 9 Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing (0 t, `�`r size sewer . c25 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ BSC • 1 ) SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: y l'WORKINO TOWARD A BETTER ENVIRONMENT --- l_} 1 SEWER DISTRICT ah) Title 2.000 30 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ee�tavr�Srae. !a amanrrp. ■ H- Il CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY It Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from jt1 idate of signature. % # / 0o CITY OF TUKWILII Date SEP 0 8 2000 PERMIT CENTER r Z H re • 0 co o co J uj 0 ; 2 u. Q H ut ; Z H? O ' Z 2 O 52 0 I- =v ~ O : ai t== 0 z Dear Nora, Enclosure. KA p IV IL April 16, 2002 Sincerely, City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 Y�. 11 RE: Earthwork Observation Final Report. Fosterview Estates, Lots 27, 28, 29, 30, and 31 Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lots 27, 28, 29, 30, and 31 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. PLc Aaron Swain, Office Administrator Kappler Architects, P.S. I-ill ECT RS. r cnniptetc li in< ptoiiiiIi10 resource RCIV ;,:5 APR 1 7 2002 DEV 14311 SE 16tf Street. Bellevue, W91 98007 1.800.888.4517. (425)641.532 . fax: (425)641.5318 C0402_19 Final Geotech Report, Lots 27 - 31, Fosterview (N . }e ferf omeplans.com Reference: Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 29 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Plan Review, Fosterview Estates, Lot 29, Terra Associates, Inc., dated June 16, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 29 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 29 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our examination. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra-associates.com D zee --.300 April 11, 2002 Project No. T- 1515 -2 .•41:144..4.0 N`aN lwiiJ', iii h+4•t_ :SkrErLa3itit4Ki:.TS%13Al : aYHre'. fe e -4 Jiaka z 1 6 D v0i CO W W • 0 ' ga ' W . z�'• z0 11J w: D p CI H • W' U • r" U N ; 0 z .' Sincerely yours, ; TERRA ASSOCIATES, INC. 1 • "?8, ONAL f David P Engine Anil Butai Principal au ng eol ti DPLA nREs . ` 12/9/; 03 Encl: Footing. Excavation Examination Report cc Mr John Kappler, Kappler Architects ■.Y 4.:491x• Mr. Bill Fowler April 11, 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. �1G Project No. T- 1515 -2 Page No. 2 cc W U O_ . cv w w! w O' q 2 u . Z � : I- o Z ILI 0 O N s; to - 11.1 uj Z i 0 Z DATE FOOTINGS EXAMINED Z " O , PROJECT NO. /5/ Z PROJECT NAME: t o 51[52'1 E PROJECT LOCATION: / CONTRACTOR: bC) Wtplr/ OsV. C�.. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: Si. oc2T of 2.000 PS` /f • 1 • PRIo -10 CoN cecor Pr ACtenn&t Jr . cal SIGNATURE 16RNIG / <,\ILL TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT I '3oJ: S7)9r7r13 Fe-Vs NC 4121 426" SU CTrk3 . f Cut (i i NU 1- o/1OS. A7sY 57 A-A/4!/.%t', Aii4 '' G.< wN REPRESENTATIVE: 'n 4141') ry Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. ewn COPY TO: Si r / z , YR1�1W'elRm�ppuW.-q(IY 9 VeV.VVVVV VONAli 44f�NR�NY,y3E ylMkC1{)/MfiN »b!; NV 4nv. ..s�...n�... � � FOOTING EXCAVATION FIELD CONDITIONS NOTED 140vSE FouX;Wel ARCS Tt NV itae-AS tUc g4E entc 4t7rsI] Fv2 WT S 28 29. 2 - ra /5 inr 'rim). AgtvSF -; re st-y le 5h - r if r4A2 5/ L rY sArv/ 7c 7U/ \ '7 o ScePoe 2,COO psf evic_D/NG Lo.4 Au_ / —XOc SC7f, 50/1. /ben" A. )T?2F rim W r ii4 571Z0C70e4t_ Fi t.L ro nl s fs77/ O ,1F' a,r.i.:) ce.c76 co e c/TrE A S (r✓C GI,¢M AVA t -N - Y/€ //vG. DATE FOOTINGS EXAMINED Z " O , PROJECT NO. /5/ Z PROJECT NAME: t o 51[52'1 E PROJECT LOCATION: / CONTRACTOR: bC) Wtplr/ OsV. C�.. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: Si. oc2T of 2.000 PS` /f • 1 • PRIo -10 CoN cecor Pr ACtenn&t Jr . cal SIGNATURE 16RNIG / <,\ILL TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT I '3oJ: S7)9r7r13 Fe-Vs NC 4121 426" SU CTrk3 . f Cut (i i NU 1- o/1OS. A7sY 57 A-A/4!/.%t', Aii4 '' G.< wN REPRESENTATIVE: 'n 4141') ry Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. ewn COPY TO: Si r / z , YR1�1W'elRm�ppuW.-q(IY 9 VeV.VVVVV VONAli 44f�NR�NY,y3E ylMkC1{)/MfiN »b!; NV 4nv. ..s�...n�... � � RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) DOCUMENT TITLE(S) (or transactions contained therein) SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A ❑ Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT ❑ Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY ❑ Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 43231149N3x1 049INSpeust 3(4S c1 See Attached ❑ Assessor Tax # not yet assigned Y \WP\nWWARDDAFOSTER2NDAMEN D JMO.DOO I lil 1 1, i p I r l I II III Iii IIII II II I1 "I I I IIII Ili Ili III III I III I il I it ill it li q II l I II I I I jl1 l I II it Ili III l i III pl ll Il ii II I I i I I it I I II il I it ' I! 1 II II I I II III it II I 1 " I IIII i it I 1 rl III p Ill III In1 I III 1dI III :II: II I I II IlI IIII II 11 1 II IIII II I' 1i l i 11l I II II II III II III II li IIII 2002031400 PAGE 0 OF 006 KING COUNTY, 14'32 14 00 KING COISNTY, & 1 i III III I n II l IIII I 1 1 1 1 1 - tz. CHICAGO HILL irfaUR NCE COMPAPIY has placed the document of record as a customer courtesy and accopts no liability for 9otu� o o r,or wal�ay of ;?�S,'' I.MW 'k'1w '� E' 6 0 0 '' to 0 0 W J = H: W O gQ d H In z �. Z I— U0 0— DI wW = V 01 Z Li O z SECOND AMENDMENT TO DECLARATION OF Z PROTECTIVE COVENANTS, RESTRICTIONS, . ; EASEMENTS AND RESERVATIONS W FOR FOSTERVIEW ESTATES, o A PLANNED RESIDENTIAL DEVELOPMENT o o co a W I J H . W 0 This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the i a "Second Amendment ") is made this I of day of 'N1lkt2s,l� , 2002 by Dujardin .' Development Company, a Washington corporation ( "Declarant ") 1 : 21 !;_ i CHICAGO TITLE INSURANCE COMPANY Z has placad the document of F.. record as a customer courtesy Z and accepts no uabi4ty for w RECITALS AND DECLARATION the acCuraCy br validly of j � ' the deglafflPhf A Declarant is the developer of the real property and improvements thereon legally o described in Exhibit A (the "Property commonly Estates The "), coly known as the Plat of Fosterview _ w r— Property is comprised of all the real property shown on maps recorded with the King County t-- 0 cz under Recording No 20000505000735, Volume 194, Pages 062 -065 ` z v w , s—. B Declarant previously recorded that certain Declaration of Protective Covenants, 1 cr., Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The CNI Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y1WP∎DWARDDAFOS ER2NDAMENDJMO.DOC 2 ^ N! e��q�t�: ae?er+ r. �n• l�cr. �timxet' v�irRrrm' r+! r,: t�xtrar<,+ arh.* c, �^.n.,�u�rs�?aYr�?�a^i�r�u7,u�. cn Chi 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z the Common Areas as required or advisable The responsibilities of the Association shall 1 z include, but are not limited to, the following cc w ° 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; U o ° and co w W Z J 1 5.12 The maintenance, repair and replacement of the fences around and across w o ', Tracts A and B, and 2 J 5 1 3 The maintenance, repair and replacement of the french drains in the co D Common Areas as shown on the Plat Map, and z W H = , Z I.- 5 14 The maintenance, repair and replacement of the retaining wall and its F- o z t- associated drainage improvements located along the north boundaries of Lots 1 and 2, and ILI � ;. D CI 5 1 5 The maintenance, repair and replacement of the retaining wall and its ; o D associated drainage improvements located along south boundary of Tract B and South 137 ° - Street, and i 0 5 16, The maintenance, repair and replacement of the retaining wall and its ill z associated drainage improvements located along north boundary of Lots 13 and 14 and the o Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and o '- z 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y MIAD W ARDINTOSTEFUNDAMEN D IMO DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its AL ,S. We •* STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Nvo `ketme , to me known to be the Yt265c0Srcr of Dulardii Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of / ?T GL4 , 2002 WASH" Y 1 WPW WARDWIFOSTER2NDAMEN AND DOC 4 ture) Jtni. o f )410tl?.letso (Print Name) Notary Public in and for the State of Washington, residing at Tt t-a My commission expires 3 -15 -0 3 CI IICAGO TITLE INSURANCE COMPANY has placed the document of record rs a customer courtesy and accepts no liability for the accuracy or validity of the document, . ry 0 ND 0 ; u_ = = d. w z � z t UJ up; o 0 II- W W I U o : .z ILI co o � z EXHIBIT A Y VWI'DUWARD 4WO5rER2NDAMEN D IMODOC LEGAL DESCRIPTION Plat of Fostervnew Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 . z..., w.. w. ai: ck5e: u. ��. s. ,.,.`w.:.'u:.1P_5....wdi,;,:.,L d: a: u11.. L• a: Stitti7 :.('tilihu....,a�rbm�'..:.v. SN,.+v:'x. }� .t7 37rk::l »:: Fh,. 3' CHiCACC TITLE INSURANCE COMPANY has p the document of record as customer courtesy and accepts no liability for the accuracy or validity of the document. y4 ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS Plat of Fosterview Estates Lots 1 through 40 261200 - 0010 4 - 261200 - 0210. - 02 261200 - 0020 02 261200 - 0220- 00 261200 0030 00 261200- 0230- 08 261200- 0040 080 261200 - 0240- 06 261200- 0050 05 261200 - 0250- 03 261200- 0060 - 03 261200 - 0260- 01 261200 - 0070 - 01 261200 - 0270 - 09 Len °' 261200 - 0080 - 09 261200 - 0280 - 07 0 261200 - 0090 - 07 261200 - 0290 - 05 - 261200 - 0100 - 05 261200 - 0300 - 03 261200 0110 - 03 261200- 0310 - 01 c 261200 - 0120 01 261200 - 0320 - 04 N 261200 0130 - 09 261200 - 0330- 07 cz, • 261200 - 0140 - 07 261200 - 0340 - 05 `.' 261200 - 0150 - 04 261200 - 0350 - 02 261200- 0160 - 02 261200- 0360- 00 261200 - 0170 - 00 261200- 0370 - 08 261200- 0180 - 080 261200 - 0380- 06 261200 - 0190 - 06 261200 - 0390 - 04 261200- 0200 - 04 261200- 0400- 02 CHICAGO TITLE INSURANCE COMPANY has p►: crd the document of record as o customer courtesy and dcrepts no liability for tho accuracy or vabddy of the documof;tr `:';;.4.1s , mo rn 0 CO w CO IL: W 0 ' 2 g J LL Q` o z►- CU W; ;moo; U N + o � UJ U WE O z LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 Lor 424 ...la r) .11z— U ,4yO &4 &6,v " 5 j7 0 5 - /9_9/0040 Un! < rEit 1444.1 c OA) 5'3 J7 St's c.ei1 RECEWED 3 0 2002 BUILDING DEPARTMENT Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 9829! Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 29 Tukwila, Washington TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences RECEIVED APR 12 2002 Reference: Plan Review ; Fosteview Estates ;Lot 29 Terra Associates, Inc., dated June 16, 2000 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 29 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway_subgrades RECEIVED CITY OF TUKWILA APR 2 4 2002 PERMIT CENTER �z000 April 11, 2002 Project No. T- 1515 -2 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 29 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our examination. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 i.u:kL4:tiva+ atn YS r • ? , 8 "1 -4334 • terra @terra- asso � a �* T�hhc'see.7art�zta�t Ah;'.M+iM+45: ota!a ..t�.. (JO' co o ! w' J N u w o` q u-a I H Z i O; IJJ N . ;I O I V i tii Z O Z . Mr. Bill Fowler April 11, 2002 This work was performed, and this and their authorized representatives. We trust the information presented is sufficient for your current needs. additional. information, please call. Sincerely yours, TERRA ASSOCIATES, INC. letter prepared, specifically for the use of Dujardin Development Company Footing Excavation Examination Report Mr. John Kappler, Kappler Architects If you have any questions or require , .wrrz.ri:r"oi ulukir L:i.`i:kil ∎∎4: 4,1.1. �r ex.:vGaad.Ls _+ nLmt.L�sm Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 10-2.'4-0 I PROJECT NO. /5/5_ Z PROJECT NAME rb sTL712.v L EsTfrim PROJECT LOCATION: / oa.r/GL.4 CONTRACTOR• buzl(LAt b .'. C REPRESENTATIVE: .5corr CT?tanc.e) DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ,' .t tC• 45 4 4 Geotechnical Consultants !+ " n x A, ," 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 SIGNATURE f5Egtwe: / <, toz_L TERRA ASSOCIATES REPRESENTATIVE ' 14: vt , Y 'tg.''tu rr , rr. ::i'rki': ,• TERRA ASSOCIATES, Inc. Pf - ro Co N netr - r - e- P t ry Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: AC Afir,/ > Stir% 4•NtlintftAftn9VIVittl SPISIPVIP+•5 ArlIV{ Abp : :?xaYN»zt'amgiY,rxWlri"ra:,1 !a•3 <00.Al."• >xtrmirMI! {rPem++:+`.L- 450►a@w;+a'WkgaC aw1m PittPti FOOTING EXCAVATION FIELD CONDITIONS NOTED “auSE FouA.)We - tbk► .A20 s Fx i i N(G ,.011 wrSfzE �xc i) 1rrJ2 LOT S 28 f 29. 2 -To /3 inert) m r-fl. fsiuSL !'t si-YGrY S/LT Av-i8 a2 5t LTV S'A, cPc.f c 7?7A 'To ScIPPoer 2,000 e sr 60c -D/NG Lo/n05". Au._ t'—x4 ST7/l SOt[. fb°tMS t,, )riser° Co Lir c n W i774 .57ROC.70e42.- FR- Co N s i.s 7NO & a/7c YcL2'j coree U3'TE A-u. A,ei s G ✓C-& Gt,¢i-r ENO /bCN"-!- wG L4 /n/G. FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 10-2.'4-0 I PROJECT NO. /5/5_ Z PROJECT NAME rb sTL712.v L EsTfrim PROJECT LOCATION: / oa.r/GL.4 CONTRACTOR• buzl(LAt b .'. C REPRESENTATIVE: .5corr CT?tanc.e) DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ,' .t tC• 45 4 4 Geotechnical Consultants !+ " n x A, ," 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 SIGNATURE f5Egtwe: / <, toz_L TERRA ASSOCIATES REPRESENTATIVE ' 14: vt , Y 'tg.''tu rr , rr. ::i'rki': ,• TERRA ASSOCIATES, Inc. Pf - ro Co N netr - r - e- P t ry Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: AC Afir,/ > Stir% 4•NtlintftAftn9VIVittl SPISIPVIP+•5 ArlIV{ Abp : :?xaYN»zt'amgiY,rxWlri"ra:,1 !a•3 <00.Al."• >xtrmirMI! {rPem++:+`.L- 450►a@w;+a'WkgaC aw1m PittPti ACTIVITY NUMBER: D2000 -306 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 29 SITE ADDRESS: 13723 43' PL S XX Original Plan Submittal Response to Incomplete Letter _ #_ Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: din Bu'Ig Division Fire Prevention PlanrSing"'Division iu. 1-lt -4iD me 41 Py, b Works Structural n Pefnit Coordinator In ld-I (..oc.) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-12 -2000 Complete TUES /THURS ROUT! Please Route REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Comments: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 Structural Review Required Incomplete n Not Applicable n No further Review Required n DATE: DUE DATE: 10 -10 -2000 Not Approved (attach comments) DATE: 1+'P1'l �r9f'✓+ n. "n�wnh!A }°YeF ,{:1:W(om�'inw..r�rwr w. rll ".L" °rNantecavon. z z re w aa te; J V 00 N 0 , w = J ; .W 0 ` QQ J u- al H _ . LU C.) - ;. 0 I- • I- 0 U N ; 0 F z 0> F625 -032.000(8197} DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. REGSST:. =. $ EXE'n DATE -CaCfrr t ; DUJARI L *ZQ4Ta 1. X' ' =6/ / • * E EC zvE#n4 t, .ar6htcriz a `DITJARDIN"• Div tMO PMENT CO EO' BOX 1059 SNOHOMISH. WA 98291 -1059 F625.052.000 '8/971 Detach And Display Certificate DUJARDIN- DEVELOPMENT CO.... PO BOX 105'9 . SNOHOMISH WA. 98291 - 1 t_ DETACH TO DISPLAY CEP" .CATER PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD " r.n.w'rnrn , A nnm% fl fl M , 410 : .:L r. .... [`"T ` r- - Detach And Display Certificate - REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL - REGIST .. # EXP . • DATE . CCO1 DUJARD *204L0 12/16/2.000 EFFECTIVE:' DATE - •: 06/20/1980 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold F625-052. 000 (3 -92) n o • a UO N o W W w w 0 , FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL ADDRESS: 13723 43rd PLACE SOUTH TAX PARCEL I.D. #: 261200 -0290 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. 8.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 -i KIRKLAND WA 98033 425 -803 -2581 FAX 425 -803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO DOCUMENTS, LOT 29 SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PL4 P's P16 P2.6 P6.8 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE D - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 26 - 30 SITE SPECIFIC SECTIONS - LOTS 27 - 30 SITE SPECIFIC FOUNDATION DETAILS FOR LOT III 2q STAIR DETAILS FOR PLANS 1843 A & B CIVIL ENGINEERING C•8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -072) AL A21 A22 A3. A4. AS A6. A7. DL D2. SL S2. S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE enve been reviev: a^ .,.r conforms -- Acceptance is . 'sh do not eel,: or ordinances. T:, -cy of the design r_•:.:� . =.d,'itions, deletions _re i :cs after this data ai?t and will require a re,: - f r subsequent sub;ect to field ins oct.on L s utilities inspector. is / 467ZOOo 6y ' ;5; v AV) AQN ei J6' F - oehf f��NYi-GE I2�oO'3O6 • RECENcD CIP'oF T��(.NILA SEP - 8 2000 PERMIT CENTER H H w • Z a 2 o O U F ° Z w 02 2 a >O 9 wa 02 !L c = 5 z HI o o z SHEET COVER SHEET EKED 14 LO00 u tG WORKS D2.000- 30(o J AREA LOT # PHASE LOT 1 5 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 LOT19 C to LOT 20 D AREA LOT# PHASE. LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 to LOT 40 D CONDITIONS 7. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR. FOOTINGS, FOUNDATIONS ETC. MUST BE ACCOMPUSHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA/PHASE 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 RECOMMENDATION& ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS, • ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED SO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. L t. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL ��/ BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) bF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LL I ILR FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT 'NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE 70 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 IS 10 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 FOSTERNEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WHIN THE PLAT, PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY 70 INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE OPERATE AND MA9NTAIN ELECTRIC UNDERGROUND DISATIJTION FACILITIES TRANSFORMERS DUCTS, VAULTS MANHOLES CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR COMMENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON. TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS UTILITY EASEMENTS AND /DR 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 70 REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM. AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. 2�O 0 -3b e OPEN SPACE EASEMENT LINE TABLE UNE I DIRECTION I DISTANCE ELI N895954'W 40.25' E1.2 N0039'04'E 10.13' EL3 N8959'54'W 58.26' EL4 N7341'17'W 10270' EL5 N7341'17'W 262' Q6 N193634E 4.56' 0,7 N8778'545 51.21' an N09 7244' as N5770'045 27.23' 0-10 N83'23'465 29.05' 211 NI32557E 2255' 0-12 N89361414 46.42' 0-13 N1409 36 E 35.05' 014 N8896`09"W 47.06' B.15 N8896'09'W 5.12' 216 NI653'0SE 3200' 0_17 N2120'45'E 25.84' Q18 N8240'231W 14.86' 219 N72'41'47E 20.92' 0.20 N52 32.09' 221 N5202'47'14 28.92' 6122 N897056'W 26.97' EL23 N897056'W 24.39' 024 N892056'W 16.55' EL25 N60'4136E 5267' E126 N000000E 9.61' EL27 N897056'W 33.40' EL28 5753974E 45.91' Q29 N6832'395 2242' 0,30. N1938 5414 38.71 N3255'12'W N852257'W 49.06' 16.82' N08'4504E 22.04' 2268' EL31 33.44' EL32 EL33 N5157'35E Q34 0,35 N4/08'35'W 0,36 NO232'461W 21.13' El-37 N645341'WY 60.03' EL38 NO232'46'W 19.88' EL39 N3805'34E 23.66' Q40 N6453'411W 41.66' 0.41 N380534E 16.16' ... 842 N7429 41 E 26.99' 0,43 NO35632'W 31.75' 0-44 N34S9'32E 25.95' 0,45 N08717491 15.18' 0,46 N26354214 14.93' 0,47 1402'4434T 17.08' 248 N.3510215 21.05' 0,49 N2242'40E 16.28' Q50 N87'48'281W 20.74' -0_51` N8748'28'W 10.83' EL52 N8748'28'W 257' EL53 N013743E 50.00' 0-54 N3VS75rW 74.34' 0,55 5535795E 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I IE716II I DELTA EC1 53.11' 57.93' 6279'43' E02 47.00' 17.23' 2059'52' 603 33.27' 36.25' 622518' EC4 20.00' 49.81' 142'4151' 'OSTERVIEW 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, L 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R M R.L. McDUFFY do I 1 LAND USE CONSULTANTS ASSOCIATES, INC. ENGINEERS 0 SURVEYORS 0 PLANNERS a MANAGEMENT 3605 CXLBYAW'BNUE EWEBETT, WASHMCILW 98101 (425) 258 -4438 FAX (425) 258 -1616 RECEIVED SEP - 8 2000 PERMIT CENTER DATE 2/7/00 DwG 117 KMG ,I08 NO. 96089 SIT 4 OF PL ' ° USES IWPI " 1568A PORCH AREA 1568E - PHASE 1843A 7 AREA 1843B I 6 ■ 2060 5 2108 5 ( +2) 2119 2246 j 5 LOT 2 2119 i 6 LOT 22 LOT # PHASE PLAN PORCH AREA LOT # PHASE PLAN PORCH AREA LOT 1 A 1843B X 1 LOT 21 B 2119 5 LOT 2 1843A X LOT 22 2060 LOT 3 1 2119 LOT 23 I568A 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 D 1843A 7 i LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 I 2060 LOT 14 2108 LOT 34 2119 1 LOT 15 Mo ]YF..D (1) LOT 35 C 1843B 9 LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 4OMF, PLAN MATRIX & SCHEDULE �r PHASE A PHASE B r PHASE KEY VvvvxYVVVVVv VVVVVVVV V V V V V V V .... 0./ VV� NI I v i vv v d V v v v V v.vvvvv �v PHASE C PHASE D (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2 THE HOUSE DEVELOPM AREAS EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL R OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMTITAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INST FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MITI FOR SOIL STABILITY AND EROSION (METRO DURING HOME CONSTURCTION. G GEOTECHNICAL mammas ENIS NEEBFDIUALLOW TAHOE OP ADJACENT HOME DEVILMENT t 1 . APPA4 D. CONSTRUCTION DESIGN PARAMETERS ON A LOT LOT BASIS. E FOR L01S 21 THROUGH 34, THE UNSUITABLE ' I MA SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE WILL BE LIMITED EXCAVATION AND REMOVAL SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT ACHIEVE AN INCIINATIO AO:EPFARLE OPTION IS TO PROVIDE A MECHANICALLY STABIJZED RETAINING WAIL THE (NORTH END) OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LEITER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GRO THAT THE HOM FOOTING AND FOUNDA ADDRESSES AND FULFILLS THEIR OEOLBCHNICAL RECO 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN THE IMPLEMENTATION OF THE HOUSE DEVELOP REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS A. TEMPORARY EXCAVATION OF CONSTRUCT' MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PIACEIIENTS ACCORDING TO GEOTECHNICAL C. VERIFICATION OF BACK FILL AND PREPARATION FO. CONSIR IN ADJACENT HOME DEVELOPMENT CONSTR CTION AREAS ACCORDING TO GEOTECHNICAL RECOMME NDATI' NS' THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RTIFICATjON ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS 1n avaFERn•u - na ORACT BDY) DIME DEVELOPMENT PLAN TRACT "A" Z2 Oo 304 KEY PLAN R 80 40' RECEI \�Ep COP' pF TUK'NIA SEP - 8 2000 PERMIT CENTER 160 1TTLE ro m co co U O 1 - a) w JOB NO.: 9801321 i LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 I LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 I I LOT 17 LOT 18 LOT 19 NOTE: I. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C-2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL PHASE VA /14 - 4 iv 4: PRCPERTY LIVE - TIP ORA, bVt1 TRACT "B" PLAN 1843B 1843A 2119 2246 2108 2246 2246 2108 B 2108 2246 2108 1568A 2108 2108 A 2108 MOD'F.D (1) MOD'F.D PORCH X X AREA 2 LOT 20 C 2108 MOD'F.D (2) 2246 2060 2119 2060 3 4 LOT # LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 PHASE A 1843B 2060 I 2108 2246 2119 5 (.2) 5 6 D PLAN I 2119 , B 2060 1 1568A 1568B C 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) MOD'F.D1 PORCH AREA 7 8 1843A C H1843B 9 1843A 1843B LOT 38 LOT 39 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE 02 E : 1 40 80 = 40' 160 IN =NM r4SMg,, SEP - 8 2000 PERMIT CENTER (t) TITLE P1.4 JOB NO. SHEET PROPOU SINE - TYA - OTRACT BOY) T R A C T ff TRACT r?I;C'I SOUTHGATE PARK N _EX 1/77,171, POLE EX U77L1TY POLE 5 NARYE LEC£TA77OY BUFFER U77L /TY PLY EX RGLWERY IX COYC WALL EX_ GUY POLE GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 TRACT "A" 2.0 SCALE 1:40 20 40 60 80 160 POLE F " i ._ TELE ITE STEPS 45.0 NEW 5 CONC. WALK NEW 5' ASPH. D(o SEE SHEET A5.0 FOR SITE STEP INFORMATION RECEIVED CIN Or TJKWILA SEP - 8 2000 °ER.IIT CENTER CO Y 1 TITLE JOE NO. : 98013 10'PRWA7E DRANACEESMI ORANACF LSVT M w 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. AND P✓ , 0711 /7YEA EREN. Ea I/ MI, POLE TOTAL TOTAL ADJACENT TO LOT LOT \ CUT FILL WITHIN R.O.W. \. CUT FILL \ 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. 11 10 N/A N/A CUT FILL CUT FILL N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 4 4 O N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A EX 07/L/ POLE IO10' PR/YAIEi I / RA /NACc ESNT k PE0EA9AN AND P(/B'.V [ 1/771/7YE4SEIVIT SOUTHGATE PARK j PLDE57RA O' PRIME SENOR f91T PELCSIVAN AND Rae 077L1TYEASENEN NL /TY POLE US OPEN SPACE EASEMENT GRADE COMPARISION EX ROCKERY EX. GONG. MIL _ E1: GUY POLE L84bNA0?<EA/TI TRACT "A" - FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 0 .0 137TH STREET , = - - -•— —� - -- R SEE SVEET A5.0 FOR 51TE 5TEP INFORMATION TE 5TEP5 45.0 NEW S CONC. WALK NEW 5' ASPH. WALK %�•, I 1 1) 2406 i oiro RECEIVeo nn c= TuKUVIu SCALE 1:40 1 20 40 60 80 160 S E P - 8 2000 PERMIT CENTER z a V C Cn CO U p_).8 o CD co _ c o 0, c6 c� CO e, c.: v (1 pQ �m I N SE ER SFSNER / I_,10' REAR SETBACK 45.7 N 87d48' SETBACK' "" 13d28 �'i 2282' NEPsfecir D pt is p-PPeox. - 70.0 ( / /1 e" a1 -h - NAYS 8888 F 8tit @tua4 FV 19 rot 'aelit 18F €affair t AEe881 €e hepBo Fist ALn -% SF BFtltnahee i tt eyBfth$€e igfi, Adaitton§ I n lios bF � c \ InQS aft ails a le 1,ili l „ g nc abet uiiSl f@�4lir8 B to t1M rn ,_.r sF 4 c gs foF §1i8?8A:tletil appreT I n e I� str6'" lf br i3 4 t 3 1 tet Acrt-S.$ LANW ,4eir,e /N SITE PLAN NOTES 1. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P15. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P &0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12 PROVIDE 4% POSITIVE GRADIANT. 11E TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5. SANITARY SEWER SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #t CONNECT WATER SUPPLY TO WATER METER SETTER. SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'-0' MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2,3,4, 5, 6, 7, 8, 9, 31, 32, 33 AND 34 TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. a CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS P10,PL1,P12,P13 AND PM. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. _. 10. CUT AND FILL CALCULATED FROM SHEET Pt6. 2 000 -30G 10 20 40 SCALE • 1 "0' RECEIVED an•orruh•.--- "s 8 2080 PERMIT CENTER TITLE JOB NO.. 98013 DETAIL PLAN SHEET P2.6 LOT Z 1 [ _ - 1- 27, - f = -___,- -1_ NE 111111111i L I * Dr - ---- - -41- ; DATUM US ' --,.... Ilium I 2 " . < i -- 1 11 111 I. __, 3 1 : ”. = . 1.. ii ' s 137th AVENUE 1 s-o- . 1 FINAL GRADE FOR LOT BUILD OUT FINAL GRADE FOR FIAT APPROVAL 1 . IIIII 1111 1 1- - 4- FINAL GRADE FOR LOT BUILD OUT - 211DMINT EERIEST 1 *SITE SECTIONS FOR LOT 27 Scale I 10' - REVISED ORIGINAL mum \=". "goomar Or TNT NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 1,- - FINAL GRADE FOR LOT BUILD our --i - I - - ..1 --- 1- 1 , IIIIIII0i MAIN FLOOR ELV. 20P - • B ,., j PR' 1 REVISED ORIGINAL GRADE • - - _ - FINAL GRADE MR MAT APPROVAL SITE SECTIONS FOR LOT 28 Scale 1' = 10' -I- 1- I--- ■imr H.,;(....rait - _ - . 1 ,,,,,,,,..._•, yap-room 1 . t I- _.--- Ni - 7 I 111 _..._ ......,, ..,„ , , , I ,...,„.. : I I, ...., 1 1: t nv - -1-• 1 MAIN F100 20P H I 4 1 _ - - - - - - - - - t - ' -- 1111111111 1: tit[tiffil T 1 ft2-= I - t • - " FINAL GRADE FOR T BUILLOD OUT --I _._S_U.71.2AV_ENUE — 7 7 V FINAL GRADE MR PLAT APPROVAL REVISED ORIGIN. GRADE-' 4 - - SIDEWALK nr FINAL OXADE MR. NAT APPROVAL_ 4 - 1; pito. 1 - PM .._ NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. - - - - - - - - - - - - • _ - • _ 1 - SITE SECTIONS FOR LOT 29 ) Scale I° =-1-6' NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. (SITE SECTIONS FOR LOT 30 NOTE DEPTHS ) Scale I° = ALL FOOTING WILL BE PER ITEM #74,7,Eza,, OF APPROVED PLAT. SEP - 8 2000 PERMIT CENTER SHEET P6.8 7 NOTE TWO DECKS WILL NOT BE USED FOR ALL CC DITIDNS. NSTALL L CUER DECK OILY MEN GRADE.GUIRES. 2x6 RALNGG 2Q• 512' OC(CLR DIST. BAN NOT TO ...ED 4• 5/4 x 4 TK CDR DCKY 28 P-t.DECKJSt at I6• oL O TYP. DECK CROSS SECTION 3/4' =P-0• ATTACH LEDGER 2 RC. CF W LAG BOLTS AT I6' oc T)7' TJI FLOOR FRAMING RBI BOARD PER PLAN 6x10 P.L marl ECG. TO POSTS ABOVE AND BELOW 2x FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (U 3/4' LAG BOLT. AT EACH ETD 6x6 KNEE BRACE, TIP - 6x6 P.T. POST m/ CB66 RLSI4 GRADE (4) 4 BAR vERT. 4 STUB NTO BOOING 4 BAR WRAP •It oc. MN TOP AND wpm 36,35,10 C^.•�. -PAD W GDR BAR EACH MY ON SOLD SUBSTRATE FOOTING DEPTH PER GEOTEQ4 EMNEEK 05200-19_1:2 FOOTING DRAIN DETAIL 3/4•=f -0 NO FOOTING DOES NOT S O N M war FOOTING SONS HOREONTALL7. TOP 0 SLAB NOT SLIDE M THIS ITNG B,N5 8' 3' -8' N.TS. FOUNDATION DETAIL $/4'=T -0' NOTE: FOOTING DOES NOT SLIDE-IN THIS CONDITION, FOOTING SPANS, HORIZONTALLY. TOP OF SLAB N.TS. FOUNDATION DETAIL 3/4•=f -0• NO FOOT CONDIT HDRZONT TOP CIE CF 5LA8 SHED GRADE I2' CLE Aim I± Nr FOUNDATION DETAIL 5/5 x60' As. am natone SQ. STEEL. PLATE :' . G = 4•� OL. (DM 3 BEET AS NOTED ON MED. T [2).4 -- • 7CP •4 vERT_ BAR K' OC.RLL HEIGHT CF WALL (DM 35HEET AU VERCJ BAR •8' (DM 3 SHEET A-U HORL BAR •kr oc MI, 3541.T AU DAMP FROC./GC DN I SW AU 71GHTLIE •4 WORM BAR 3'- 0••/0'oc (DM 3 BET AU (5).4 BAR CONT. (DIV 3BEE7 A-U SCUD SUBSTRATE 5cE " DETAIL 9HF'SID FOR FOOTIY.EDRAM CONBnRUCnON (DN.2 A -n 515'0x69' AB. UV 2JX1'03A6 508 STEEL IV 3' ULAT A • 4.4). 'r OL. ORD al A- AU AS NOTED GN SCHEDULE T MN s� VERL BAR •m' FULL K. OF WALL (DIV. 3 SHEET AU •4 VERT. J BAR •5' oc (DM 3 SHEET A -U •4 WORE BAR '•10' oc (DIV.3 SHEET A -U RA, PROOFING( DN 7 SHT AU TVILNE 4 3'r• ,TOP OF -. -e.•9 (0053 AV (6) 4 BAR CGNk (DIY 3 SHEET A -i. .„5 SOLD SUBSTRATE 5EE DETAIL 9/P8ID FO FOOTING: DRAM CCN5TR (Div. 2 SHEET A -U 5/8'0x'60' AB. W/ 5X2'03 - 5R STEEL PLATE 4'-0' OL (DIV 3 SHEET MU EXCEPT AS NOTED CN SHENISALL SCHEDULE l MIT. BED- (2) At BAR • TOP ROSH GRADE TOP OE J BAR NEE' r FOUNDATION DETAIL 3/4• =f-0 (61 (DIV. SOLO 4 CCM SLAE OVER VAPOR OP 10 03300 -11 4 VERT. BAR• 5' OC, FULL HE O GHT WALL (DIv. 3 SH EET A -U FN. GRADE FNSH GRADE TOP CF J BAR NOTE 5Dt MUST EE sx PLALE PRIOR TO RL m �dOffLL OF WALL ` NOTE SDG. MIST BEN 4 PLACE PRIOR TO RILL BACKFILL OF WALL 4 HORL BAR •8' �z 1 (DI, 3 SHEET VERT. J BAR ER 60 • 5' oc (DIY. 3 SHEET A -U DAMP FROCF. ( DIV 1514T AD 1,4 TGHTLME TOP OF 4 HORZ. BAR 4'- O'•9'ac (DIY 3 $HEFT A I/. (8) .4 BAR CONT.. (DIV 3'SHEET A -U SOLID SUBSTRATE SEE DETAIL 9/PBID FOR FOOTING ORAN CONSTRUCTION (DI, 2 SHEET A - U 03300-12 . - I2' CLEAR 1 12 CHAR ILE FOUNDATION DETAIL 3/4=1 -O TOP aF SLAB R 5/84x10' AB. W/ 250'X3/16' 5.C1 STEEL PLATE WASHERS • OL. (DM 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE 7' MN. EMBED. (2) 4 BAR • TOP ▪ vERT. BAR • U' oc, HILL .1.IT OF WALL (DIY 3 SHEET A -U 4 VERT. J BAR• 6' oc (DIV.3 SHEET A -I) DAMP PROOFING ( DIY. T SHT Al) ▪ HORZ BAR •0' I'- 6 OVERLAP (MN) (DIV. 3 SHEET A -U TIGHTLME (5) •4 BAR GOVT. • C n (DIY 3 54EEf A -I) DETAIL 9/P8ID FOR Q= FOOTING DRAM CCN57RI1CTION (DIV. 2 SHEET A -I) SOLID SUBSTRATE VEWLlL.AR `IRCRAR'GE 4' C04C. SLAB OVER 4' ROCK OVER VAPOR BARRIOR 03300 - 05 5/84x60' AB. W/ 2'X1 STEEL PLATE OL. (DIY. 3 AS NOTED CN SMILE - EMBED. (2) .4 a .. i TOP BAR • 2' oc, FULL OF WALL N.3 SHEET AU 5 VERTJ BAR GR60 • 5• oc (DIV.3 SHEET A-U DAMP PROOFNG ( DIV. 1 AO 21 4 HOE. BAR• I0' oc OVERL4P (MN) ON, 3 SHEET a -D TIGHTLNE • 4 HORZ BAR 2' -0' • 16, (DM 3 SHEET A -U 5EE DETAIL 0000 FOR FOOTING DRAN CONSTRICTION (DIY. 2 SHEET A -I) BAR CONT. A -U 1E 4 ROCK 504x10' AB. 12 2000006' 511 5(ED_ PLATE WASHERS O0.C. (DIY- 3 SHEET EXCET A -PT A5 NOTED ON SH✓EARWU.L SGHEDLLE T MN EMBED - (2)•4 BAR •TOP • YBRT. BAR (9'-0' MW •R' 3 BEET A -U 5 VERT. J BAR GR.• b' oc (DIY.3 BEET AU z_ DAMP PROOF G(Div. T SIT AU •4 H0RZ BAR • 8' oc OVERLAP (1100 (DN. 3 SHEET A -U TGHRINE •4 HORL BAR 3'-0' • H2• oc (DN.3 SWEET A -U SEE DETAIL 9/580 FOR ap FQOTNG DRAIN CONSTRICT. (DM 2 BEET A -I) (6) 4 BAR COVi. (DN.3 SLEET A -U SOLD SUBSTRATE COO- SLAB OVER 4• ROCK OVER VAPOR B4RRIOR (2)4 BAR • TOP 4 vER • CF BAR • m' oc, FILL (DM 3 UNLL (DN. 3 SHEET 4 -1) -- � 5 VERT. J BAR .60 • 5' oc (Div.3 SHEET A 4 NOR. BAR • (DN.3 SHEET A -U 03300 - Q7 - DAMP FRO,. (DM l SHT AV @ -y- 4 HORL Y-0' BAR • D' oc - j "- (DN. 3 SWEET A -1) (1)4 BAR CCNT. N. 3 SHEET A, `4. SOLID SUBSTRATE 4' CONC. OVER 4' ROCK OVER VAPOR OR .FOUNDATION DETAIL 03300 -os /4' =f-0• iA 5007043 DOES 05TISLro5 N THIS Capin tFoarNGsas 140RZGNTALL7. TOP OF SLAB 0 TOPOFJ BAR 50.x19' AB. UU 2'41'X344. 50. Np7E: STBEL PLATE WASHERS • 4'-0' FOOTIG DOES NOTSLDE N THE OL. (DM 3 SLEET A -U EXCEPT CONDITION. FOOTING $PANS AS NOTED ON SHEARU l• 0. HNORIZONTALLI: SCHEME MN. BTBED- FOUNDATION DETAIL 3/4 =T-0• FOUNDATION DETAIL 3/4•=t -O' TOP OF SLAB ▪ TOP OFJ BAR (2)•4 BAR •TOP VEHICULAR SUR:HAREE V 5540 AB. W/ 2'52 X3)16' 50. STEEL PLATE WASHERS • 4' -0' 0.0 (DM 3 SHEET AU EXCEPT AS NOTED CN SHEARU4LL SCHEDULE 1 MN BIBED. •4 HORIL BAR I0' OL, 1' -b' COWER OVERLAP (DIV 3 SHEET 4 -1) •4 YEW. J BAR E Oa ALTERNATE BENDS (D15. 3 SHEET A -U TIGHTLME DAMPPROOFMG (DIV, l SHEET A -U SEE DETAIL 9,80 FOR FOOTING 5 DRAM CONSTRICTION (DIY. 2 SHEET AU 124x10' AB. W/ 270 - .' 5fl.5iEEL PLATE WASHERS • 4'-0• (DIY 3 SHEET A -U EXCEPT A5 NO ?> ON SHEARINLL SCHEDULE TMN (2) 4' ' eTOP Z BAR 0' OL. 1' -6' CORER 10I5. 3 SHEET A -1) VERT. J BAR K' 0.C, ALTERNATE BENDS DIV. 3 SHEET A -I) DAII PA OFNi (515. 1 BEET A -1) SEE DETAIL 5/F30 FCOTMG DRAM CONSTRICTION IV. 2 SHEET A -U SOLID SUBSTRATE (3) •4 BAR CGNT. (DIY. 3 SHEENA -U 515010' AB. W/ 4 4'-0-0. STEEL PLATE WASHERS ' OL. (Div. 3 SHEET A4) EXCEPT AS NOTED CN 5NEARU4LL SCHEDULE l' CW3. (2)!4+6AR • TOP •4 VERT. BAR • 1b' OC, RILL HEIGHT OF WALL (DIV 3 SHEET A -I) •4 vERT. J BAR 8• oc ' (DIV 3 SHEET A -I) •4 HORZ BAR • b' oc (DIV. 3 SHEET A -I) DAMPFRDOFNG ( DIY T SHT Al) TIGHTLME (5).4 BAR CONT. (2) AT TOE (DIV. 3 SHEET A -I) 03300 -01 03300 -02 501.00 SUBSTRATE SEE DETAIL 1/580 FOR FOOTING DRAIN CONSTRICTION 1015 2 SHEET 4 -)) 03300 - 03_. 5/8'0x10' A.B. W/ 2,2 STEEL PLATE WASHERS '4'-0' 0.0 (DIV. 3 514EET 4- AS NOTED CN SCHEDULE l' M 3/4=5-0 / 8• / 2'-0' FOUNDATION DETAIL 3/4 =T-0' (1) (3) AT (DIV. 3 SOLID SUBS H SEE DETAIL 158 FOOTING DRAM 1154 (DIV.2 SHEET A -I) cm o� ruxwlLa SEP -° 280 (2) •a. •.TOP de •4 vERT. BAR • U' OC, FULL NEWT OF WALL (DIV 3 SHEET A -I) •4 VERT. J BAR• 6' oc (DIV. 3' HET A -I) 4 HORZ BAR • 0' oc (Div. 3 SHEET A -U DAMP. PROOF. ( DIY l 51-IT AI) TIGHTLME. •4 HIORZ. BAR 3' -0' • 10' oc (DIv. 3 SHEET A -17 CONT. AU CO CO O CL: Ns _ CO __. CD CO 00 ` • O y� 31 �1 CO v f' • N A` m __co cx TITLE JOB NO. SHEET P8.0 CO L W r 1 CO , � W >-1 cc 11.1 CO 1- 0 LL 98013 LP I SHEET [I] JOB NO 98013 I Kapp ler Architects t PS. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJAR DIN Date By 1 Descron WOIATIRLD i \ AR owl' I A. V ,1,46/ FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT .1111 MN MI MI .... con z 0mM 111 IN IIII 171/411111111Rw iTIArAll1=1111' 111111M/4111111•1111" T\ivIASTCRS )<REF \PRO FO 09 29 1998 IT ITO7 Shout: LL 1 /Vorkffiation: PauIN4 F- 4 U... •. mu ma r " .m0 mouNnala 4' RIDGED PERFORATED P /PE 4 "R /OG /O PERFORATE) P /PE SEE {PALL OETA /LS 10 "PRIVA1E SEM& ESYT 10'PRIYALF LRNSACf EgIT 10'HRNAIE 0RAINA0EEMT 70"H9l'A)E LRAM' [i alIT PR Y5111011 D RE/J' LIMB YEA 1D1T 5' WALK/ ORLI,EASENLNT 1261p 10' WALK /CURB 1 U77L/7Y EASEMENT 12 SD 5' U77L/TY EASEMENT C8 2 CB 7 FX. RO;WERY Er GUT POYE EX. COYG WALL LS 24 12 MATER COORS, - 42279 09. ARCH SP, .231 FOR 1 f loTA6v VG RA(G : I . . � - ..{ 5 ' 11/ _ , 4'P. /DOD PERFLSS'ATID P/PE TRACT "A" NOTE- AS-811/LT INFORMATION /S AS OF 9/,30/99. is44HL E LIDS AND DRA /NACE ACCESS LIDS /N PAVEMENT ARC' A/ A7P. RIM ELEVATIONS MAY CHANGE AFTER FINAL LA&"R ASPHALT PAVEMENT HAS BEEN APPLIED 9 37 12 O N \ \ Fs,\ pp g am_ i -- o- ti TN: lB\ \ ASPH OG la �'. _ `\ al \ r,0 / \2 / 0 \ \ \ \ \ a \ \ \ \ a " A k 00 \ N \ \ \ 20'. PUBIC URVTY/ PEDESTRIAN EASEMENT PP W/ LUMINA /RE 0020 WALK EX ROCKERY GRA GONG OR %VE GRAVE2 DR/ PP 10/ BASKS &ALL HOOP 054 0 L DR/ GONE WA, PLAN1E5 BOX CB RE 9332 /E 974 (i5J 88_04(24) 5100 GRAVEL DR /YE GRAVEL DR /PE SOUTHGATE PARK CB o RE767.9: 8,41 ( /2 ° .i�J� 164.83 ( /2 ° N.r) 2. -9 _ _ EDGE OF tX ASPHALT B /OF /L T/MTION SIYALE SEED MIX RED iESYxf .i RFA7VT. X PM/1Y 2' eRfeBVA7011 FES7710E Rex .z 517 90 REMVP ACPOSTAS ALMA MEADOW FQlTAL ACED APAMA S X Se EDGE OF EX ASPHALT SPEC /F /CATIONS EX ROCKERY _ \ E PRv OI EX CONC. WALL I 15 ° SO \ \ EX GUY POLE \ I \ \ \ \\ \ \ ce 22 � � \ \ I-4 510610 PERFORATED PPE \ \1 '\ \ 107E 02 GAS LOCATED ' ON WEST EDGE OF PAYE - I N L- 1 EDGE OF EX ASPHALT ( ABANDONED) 92 B5 80 A P P L Y A Y 9Mete RAZ' OF 6P LEW /ACRE 19711 ADORIONAL OWNS dP RNELIIES OF RAMC NEIlAle PL6WS SA2V AS BILL RUSH (SL7gMS AC1014 YAW= CLP LC RUSH SH ath 00iAOS PALL[S9X2 20[42J SEDGF MARDI' LJ pTilj 09071L9PS AS RE01.118W BY 771 d7Y. !RYA- VW MW/S AS CAME (WNA LAMP"; REED CANARY GRASS &WALVIS ANAVIWC144 Aw tLWPLFLOOSESM91 arnAraii .£IIx.Ar•B') 9 Y A L L ROT E i r U S E D W e e P A V CRC 6'TANMS EOGE OF IX ASPHALT 40 117RK SHALL BE 110 GOVFO101NLE 1181 MS DOT (APIVA) STANDARD PLANS IWO SPELY/7G7ROYS FOR ROAD, 1710/005 AND RUN/OPAL LONSJRUCROY AND CY, OF TURN, SRI.' ORAINAL. STANDARDS CATCH BA9AIS SHALL BE TYPE 1 UNLESS 071104115E N07E0 TYPED LATCH BASINS SHALL BE 54 -INCH/ LHA ALL TYPE // CA7TY1 BASINS SHALL HAW LADDERS AND SOF, SMP5 PRA /NAGE P /PE SHALL BE PLY>.YLERE 580041 WALL /1110 /D,4 (N -12 BY ADS OR EO•/AL)" UNLESS OR/ERMISE NOTE. PI L' PPE SHALL BE ASO, 0 -3034, PLUGGED TO EAST SOR 3 5 010 S11411 BE 10/1064010 16 GA7/Q; UNLESS 01/04115010700 CATCH BASIN INLET; SHALL L.. VANED ORAIE5 11R/ 711411 --GURB /RAVE FOR YERRCAL L /1085 (SEE X/NG L00NTYDWG NO 2 -OJ7" BHT 0 -18) OR RLKLED CURB FRAME AND GFA15 (5EE KING OX/N, 0IVC NO 2 - 020. SHT C -142 AS APPROPRIATE CUR8 FRAME ANO GRATE (555. 5 /NG COUNTY DWG NO 2 -020" SHT 0 -180" AS APPROPRIATE. RE 021521 021511 QI II =I 1 I , 1 400 i I 123,1 -DO I I �¢ I CB 44 GRAPIHIC SCALE EDGE OF EX ASPHALT (ABANDONED) 0 20 40 80 = 40' EX /STING ROADSIDE DITCH NOTE 711E FOLLOWING L:BS ARE ACCESS OR ✓UNC770N STRUCTURES, NOT /NIL AND HAVE SOL /0 COVERS.• 5 75 78A, 188 24A, 29, 294 30 40 404 42 46. \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ C8 46 \ W/ L/D \ \ \ \ 1 \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ r \ \ a \ \\ \ \ \ \ \ Xi 40A \ \ \ 47 757.72 \ \ 42(TYP //), \ \ I 45(1YP 1/) 626 \ \ VA J \ 44 22 0 45 169.71 £101q\ I 46 13006' � fli 14550 'RE 74L,35' (025) \ 0741.3/ (72"10 1 1 651MV L -RIM' 850 CATCH BASIN DATA ( 10 PAACF Cr � WERT CMOS ARE R9fS&w ) "(9 RLN F1EV 6VLflPT OFV 1 22238 279.33 (875) 2 218.45 27548 (8W,,S) 3 21200 210.67 (8 21052 (510 4 20475 200.70 (8 20005 (8 5 18613 78022 rev, 181,13 (12N15,2 18002 (72NE) 6 18559 18609 (72 7 174.77 17073 (125o00, 171.65 (12 8 17443 17040 (871/99 9 17463 177.72 (8 10 18895 78354 (72 11 180.10 77579 (72 ° W), 17569 (12 12 179.30 175.47 (12'5E2 77533 (1.211/W519) 13 785.38 784.42 (12 NWJ 14 18320 176.84 (12 SE,NE) 75 177.85 174.17 (12NW), 77409 (02500 16 17681 17255 (12 NW), 17236 (72NE) 17 17455 77050 (8 18 174.97 17004 OVERFLOW ELE1 Z 17 (8NW. 16789(8 tea 67(36 NWSWSEJ,16067(6'OUTj 184 17545 16645 (875212, 76595 (72 NW) 16065 (36NW,SE,NEJ, 15051(87VE 0111 77695 17324 (12 76065 (36-547 74 (72 WW1 188 O 74452 738.77 72 (12 21(TYP /1J 13674 12975 72 129740222, 73124 (87:511,2 .7- 1 . 10 119.61 (1212) 71955 (1275E) 22 127.73 25 160. 1 162.14 15579 (72N) 152.59 121 15264 (127wW) 1 115 9. 26 1 0.3 • 7 N: , - 29 -DP /1) 7 .94 15859 12 14124 (12:5) 73044 (36N1Y) J 29A(TYP /1) 14922 131.72 (36 131.77 (36 50(PP //) 144.67 14067 (OVERFLOW ELM, 154.81 (72 13031 (8' NE 01172 75095 (56 SE) WEVAULT AT 74006 (5 ACCESS) 74263 (M /DOLE ACCESS) 14407 (5 ACCESS) 50,4 TYP 158.97 136 2 72752V, 73672 (127/E) 31.4 318 31C(TYPE 1/) 52 35 54 55 36 37 37A 38 39 40 0,-00 5.i13777/ STREET 12 " 511 12 -INCH LW LEi?T (6/A7:H EX 6VL£1P75) 12' SD EDGE OF EX ASPHALT REMOVE/ 15490 15250 (12 15355 151.80 (12Z) 15600 150..0(12 - 2 165 (12 71Sn1G) 151.62 14749 (12 EYY) 148.69 14574 (12 {Y) 14564 (72Z1 15033 145.31 (12Z149 143.45 C5#35 R/M 176.55 17374 ( 16658 (721) 16651 (72 16626 (7275) 171.21 168.70 (1275) 75597 15757 (12 15727 (12 752.59 149.39 (1275749, 74914 (12 NWJ 152.67 750.43 (OVERFLOW ELEV), 140.93 (87/5 0115) 14082 (56 SE, 5W) 15310 748.60 (1275E 8 NE), 14145 (267.5V 141.35 (367180) 148.68 (8 13985 (122 13977 (8 52 73875 (87529, 138.07 (1575) 10316 (1275'142, 10500 (75 10297 (15 21785 (W) 16672 (8°50 12817 0575E1, 128.08 (75719) WAIER COURSE AN ALLECRE ENTERPRISE EIEREET PHONE: 334 -5019 MATRE PHONE: 743 -6140 11/10 $a m h tu 1 :4 2o t a�.- ! ® .. I EXPIRES f At PLANNED RESIDENTIAL DEVELOPMENT P.ECEIVEp CITY OF TUn'rl'IL4 FOSTERVIEW ESTATES SEP - 8 2000 DUJARDIN ., DEVELOPMENT COMPANYPERAIITOENT 8 4BALYESSAA9 U/$OYESMT 10' 1/77L/1Y EASEMENT UAL /TY EASEMENT , f0 00,327 5" UT/LNY EASEMENT 15' WiMIEORANACE AAO SEAEF ESVT 5 87TL/TY E4SEMOVT PEA'37R/W ANY ARC NY/1YEAEMOI ',vas TRACT "A" P /PE DATA Mil NO. IQ /MN NO. S /OPF 1 2 9.55X pR�R \I� EX 7271X 3 4 6.51% k� \ 4 5 7.94.5 5 5 1.73% \\ \ 6 7 261% \\ \ 7 11 70.30% \ \\ \\ 8 19 1035% 19 9 884X \\ \ \\ \ EOOE OF EX ASPHALT 9 70 535% \\ \ (ABANDONED) 10 11 1198% \ \ \ 71 12 74.95% 12 13 866% \ \\ \ 13 14 5.29% ' \ \\ \\ 14 15 724% 15 18 15.20Z M_* 1 \\ 76 77 5.45X � ` O \\ 17 15 224% \\\\,.... \ 18 EX 14.46% \ 20 19 1513% ,\\ - \ \ CO (LOT 32) 20 12.2% s�P \ \` \ \ WRIER COURSE \ , \ \\ \ 1 \\ \ \\\, \ \ \\ \ \ \\ \ \ \\ e \ \ \ et \\ \ \ \ \ \\ \ \ \ \\ `\ \ \ \ \ \ ' \\ \ \ \ \ \ \ \ EX 18 CMP \ \ \\ \\ 1 \ j �. r�MAIER COURSE \ / //\\ i \ \ \ G \ ` \ \ \\ , \\ \' \ -'� V \ • TRACT "'" t ' I \tX AIL EX SAN Mk/ /10 -31 - 137�H 5.812:072/&4 1461 1 ( 1N) 8(8 ° OU T) EX SAN RE 149.86 /E 14211 (8" W) /E 141.45 (8 " S) lE 141.55 (8° E) EDGE OF EX. ASPHALT £X SAN MH /10-. MANHOLE DATA EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT c ,47 ;m, FOSTERVIEW ESTATES SEP - 8 200 DUJARDIN p; DEVELOPMENT COMPANY °ER". "'°E "TER AN ALLEGRE ENTERPRISE EVERETT PHONE 334 -5018. SEATTLE PHONE 743 -6140 MR NO. R/M ELEV INGERT ELEV 1 17692 77769 2 16599 15977 759.35 3 1 18[41 4 83.30 77304 [7287 5 17909 17[29 77[ 19 6 17/58 16963 76953 7 17479 76596 [6672 8 789 - 93 185. 9 17Q 170. 170 10 17227 15272 15342 11 15857 15922 (FROM M1/ 7)' 159.22 (FROM MN 10) 15872 (OUT) 72 7.93 14790 147.45 1 1 3 153. 15 45 142.95 14265 14 144.68 135.48 13918 15 13660 9 (FROM 131 M N 14) 13[77 (FROM MN 17) 13[ 41 (OUT) 16 15338 146.73 77 1-O. 2 3 15.47 153 18 12090 11 710.95 63 79 785.09 175. (FROM M/1 20) 17554 (7/1011 MN B) 775.14 (007) 20 197.58 \ \ \ \ \ \ \ \ N \ SOUTHGATE PARK KEYSTONE WALL • .:)N MH /9 -SA RE 187.7 /E 181-6 EX SAN MH /9 -31 RE 2084 /E202.2 "N, 5 &W) EDGE OF EX ASPHALT SPEC /F/CAIONS ALL NQflr SMALL BE AV COloraBYAAKE MN OS DOT WNW STANDARD PUNS AND &War/CANONS FOR RY ND, BR496C AND APPAL LLWS771GL`7K11; 07Y a- 7711011U PMRIC NEW/YS 6E1E4 LYH6SITN CTIOV AND DileaRkS9VT STANDARDS AND VAL WE SENEP D57RCT STANDARD SPEGN7CADONS AMAMYLYE8 $ALL BE 48-INC M TYPE 7 I11771 E027V7RC exaws 771E N'AID.444114FIGIT OF ME RISER A80IE 71,E LOW S7/ALL BE 24 Al INKYLIOANG FRAME AND COIED. BASF SEC770N SHALL LOVTAIN A PREFABBL A7ED OCONCPE77F QS t4 4EL w/FIB R GYASS .SEPPC471D PLASM' LBVER BY G7/ L//1164 LID OR FINAL ALL MAM4tZES SHALL BE G 70 77E CROW OF 71 E mom 7NEINLfNTa 77EOV77LET SEND? $ALL BEAA6NAMM a a1 M7 MOW 7NE INCOMING MEW ELEVAll NS ALL MANIYCYE3' $ALL MALE LADASTS AND SAFETY SSEP8 SE7f£R PPE SHALL BE PR AS71/ D- ..1231 ..SDR 25 NO7F AS-B11/L7 /NFORMAAON IS AS OF 9/30/99. MANHOLE LIDS /N PAt/EMENT ARE /N ATP R/M ELEVAAONS MAY CHANCE AFTER F/NAL LAYER OF ASPHALT RAI/EMENT HAS BEEN APPL /ED. EX SAN MH /9 -32 RE 237.1 /E 2301 8 I EX. SAN /1//#10-12 RE 10846 /5 100 5 /N Q: ROCKLN /E" 10024 (8' OUT NJ EXQsG WALL H%YAIE 57RLW" FLEW ' .EMFRESVr U78 /1 I Imo 1fSiJ - t=om ' NOR7N GRAPHIC SCALE 0 20 40 1 ° =40' PRY STATA NI STANDARD NOTES A5TAL NEN PRY STATION (.SEE 91T C -14 COWTRAC7OR .SKULL 171/N LSH ALL MATEP/ALS - CONTRACTOR LS RESPONserE FOR CONTROL AT D./E OF STAKING 1I COVIRACNN .SHALL RAW/ .SHIN DRAIMMGS FOR APPROKAL MERE RELENTED BY DOE DETAIL .9PEQi'1CITWLS(S AND FOR VAR/4710W FROM THE EMGI EVYS LIMN ▪ CONTRACTOR SHALL INSTALL E UTIVIENT LV ACCORDANCE INN MANGFACTiWERY RECOMMEiVDATKWS MD 025 SIECIFICATTONS AAD LITY OF TUKMYA STAAWARDS 1. APAWAINIATE LOCATIONS O`• LOSING U1ll/1/ES HAW BESV O>'TAAED FROM AMIABLE RECOiPQS AND ARE SHOCKER FOOD CCINADVENCE DOE CONTRACTOR SYAU BE RESPOZNME FAQP 1f7797CAI1OV OF LCCADOV SVOIN AND FOR O Sf7RY OF PEE ADDITIONAL U7V1ES NOT SYONN S7 AS 70 ANXD DAMAGE OP DLSTIM9ANA.E. DE CONTRACTOR SHALL CONTACT THE UlTL11L€S AWDEWS O{6VD LOCAIXW LETTER (1-800-424-5555) MOW 7D CONSIRGCTTON DAE OMER OP NLS REARESDVrADW SMALL BE CONTACTED F A U1Z/73' LO M7ZCT E$SIS 2 CONTRACTOR SHALL NOTIFY DLSTR/CT EFL ER A AAMSMR/W OF 48 MOLAS LV ADYANOle' O� AU REQUESTS RN .57:M7Na TESTING QR MSPECTION 7. ALL 1017EPY/A/V PIPE SHALL BE DUCTILE RCN GYASS 52 PL/SK' -LW .Xi1IT OR AAEOI/AMCAL . 2/NT, C /ENT -LWW (AMY A21.4,1 EXENOR COATED MIN G174L TAR WIRM57E i%G7ALLA1GW TO BE W ACCORDANCE IM77/ MAMJFACTUREPY RECOVMDWATTONS ALL 7777NGS SHALL BE CAST /ROW AAO SHALL LIAVFOPW 172 APPLMABLE PORTEMS Cf AM9 STAIWARD A21.10 A21.11, B1122 BiLx 4 AND A21.55 MTH A MINAV M PEE RATING CS 150 PS' AAA7 NEL BE CDENT-L1NE72 Ti ALL OAIF VALES 70 BE WLELLER. ALL HYDRANTS 70 BE i.t UE72 9. CIIT -/KS AND USE TAPS 10 BE MACE BY CONTRACTOR MD f125 SUPEMITE E117 EM MEN AND CITY GF TIAYMCA NUPE RUST LsE NOTDBD 48 HOURS IN ADVANCE ALA CAST /POW AKFGYIAMCAL ..G WT Sant CYwPL/AGS ADD f1. TAPP9/0 .SLEEIES .SMALL BE AYUELLEP. CAST IRON; .A;JV L7 COATED STEEL, OR ROVAC SST MD/ STAMENS STFEZ FIANCE 12 CONTRACTOR IS RESIMSiS ZE FOR PERFYWO ALL EISIAS4l PPE 7YPES AND 571ES FOR COMM= CONNECTION CUT -MSS AND USE TAPS 15 3 1/2 POOTW /MA/UA/ COMP OMR ALL INVENAA/N APES 1+S LAES£LOPER TO PAY RN STATE COUNTY AND CITY /M9°EC7KW FEES 1Li ALL AFTER LOCATIONS TO BE COgRQYNAIED MTH ENTER LASTRCT "725 SUPONYEADDVE 15 ALL EXSDNO FIRE HYDRANTS ANO MAAS 70 BE OPEPA1XW(L HR/OR TV COMIDEDMMT C067RUCDQu 18 /WV? 7D MD 025 COMO/DOVS AND STAAVARDS AND 70 DE O'TY OF TUWWLA STANDARD SPEC27CATTOWS FOR ALL REWALN/W^ NOES MD PETALS 12 PRONOE 3/4' SRS LINE AAG TAP CONNECTIONS FOR EACH 0257INC MATER AFTER. 20 WAX /MUM AiLON'ABLE OPEN TRENCH SHALL BE 80 FEET. 21. STOOK PYLES 57/AU BE' CO I OL/RAVC ALL PERIODS OF PREO°/TATEW 22 MOINF/ED PROCTOR LOMPAC71OV AND MOISTURE CONTROL TEST REOIMED ANO CORES' OF /EST REPO4'7S .S/.w1977ED 70 THE LMS'7RE'T EMMfEP. ALL COIAPAC7IOV LADD? PASED A.i TRAFFIC AREAS SKULL BE 95B MAER.g41 DENL97Y MOL7/'ZED PROCTOR PER AS777 D -1557. ALL ODER AREAS TD BE 90 MIM1MGM7 DENSITY AA D PROCRN 23 ALL VALES FIRE HYDRANTS AA/D Sr'RS1LL'3 10 11E METER STLP 70 BE /AKxULAED AS PART OF ALL PRESSURE AND f'UMTY 7E5'75 NO EXCEPTIONS 24 TRAFFIC CONNIE SMALL BE LV ACOOROANLE MTN CITY OF RA MLA LPEO IINSIECNTS 25 ALL PPE ANC APPUWTENAM2''S TO BE 7E57E2 70 AM IN 10 FEET O ANY O NIECDOV PO/NIS UNLESS ODOERIMSE APPROS£D BY E7VGI EFR.. 21£ CONCRETE THRUST BLOQ4ING SHALL BE PROWDED AT ALL EMS TEES PALMS CRP 017E77 APPURTENANCES WERE /VWERNAL ANCES REDLINE RESTRAINT BLO NTAG SHAD BE LN ACCORDANCE IMTN ND 025 STANDARDS 27. THE 1ESDNO AND D/&WFFCIKW OF ME RATER SYS1E/1 SHALL LE MTNES9D BY MD #125 ALL REV D HYDRANTS SHALL P ZIif7a5:7 TD DE M4772? I LISTRiCT YARD BY ME COWIRACTO? 1 - 8, 225'LfAD (20 1- 2'aairrASS MD 02S LETAC 15 P+. IMETIEW1 MAK O r2r . r 7DA6IWAY/ OFSSETOF NOTE DEFLECT INITECNIAM MAX OF 25' PER .AAWT AS NEEDED TO LOCATE NINTERWMV AS 147X'ATE7 PLANS PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES n-Y a °-. DUJARDIN DEVELOPMENT COMPANVP - 8 2000 AN ALLEGRE ENTERPRISE EVERETT PRONE 334 -5018 SEATTLE PHONE 713 -6110 PE'. CENTER 96152.00 C -13 WAVE DL LEO CONCRETE OR /!F cora'Er f S M /AEI 8" M 1 - 225' LeD(LVxmw) LY41q @rFB:00007 1 - 8 +ts'R'AD PI/ LVJ 1 - A S R/M ILIAIT #125 r�D�sLiErAe 12 GRAPH /C SCALE 20 40 80 l "_ 40' WAIF C0(1 OE S. f37.TN S ELSE OF EX ASPHALT EXPIRES 3 -15 -00 mut Side Elevation Rear Elevation Side Elevation Garage 18'5'x25' 0' O ❑T Storage ©oovrwLwr Lwueue eo waaL a DUJARDIN PLAN #1843A FOSTERVIEW ESTATES Office 11'0'x9'9' x Lower Floor Plan Main Floor Plan r ' MAIN FLOOR UPPER FLOOR BASEMENT SQUARE FOOTAGE 835 SF 854 SF 162 SF TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAG -E IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS Ai. COUNTED ONCE IN CALCULATIONS_ OPEN TO BELOW SPACES AND C-ARAC-E5 AiZ NOT INCLUDED M CALCULATIONS ©coPrwoxr LIMP BLI&ED wart KAPPLER APCFrIBCB PS. DRAWING INDEX AL CODE NOTES Al.! 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 Di. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE M. Bath M. Bdrm. IT0'x13'7' W.LC 1!.1 L •IV t U Bath 0 0 Hall DN UI" Bdrm #3 10'7 °x10'1' 11 I1 1441 I► "I ,I;li 11711 II'Itl Bdrm. #2 13'11'x11'0' 1:'1,1 t r11L'.�i,',rl Da 000 -3c4 Upper Floor Plan r RECEIVED ^i, •nc i'IKN'ILq SEP -82000 P ER. , CENTER iTRE JOB NO. 9908323 O 'BASE PLN B200 -073 SHEET COVER SHEET 9908323 (No 0 o w WI 14 WI 1 la a g R c I i RI a i I .2' a 9 r :a • g 11 is I F a pit I 1 t o L' 5 1 D ma n w Aa fir! a a1 R411 a 11 - it I I 6 I skis I -a II I 11 �a s tglf 9 i i -1- I N `.•++ �AS A o PP � a a s � co �6 pH6 f iy i y jf ! ' 1ii s 4" ' 6 4 a a,� = gam �g E 'el a ! . s'g R 4 1 f 1 a A1 I SHEET I I-- I Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 STANDARD CODE NOTES Date sY m Descript " ' Aiz ' ,,, 1 " }I � N (4 , Sinl l or wn IIINOTON -----J THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT — (No 0 o w WI 14 WI 1 la a g R c I i RI a i I .2' a 9 r :a • g 11 is I F a pit I 1 t o L' 5 1 D ma n w Aa fir! a a1 R411 a 11 - it I I 6 I skis I -a II I 11 �a s tglf 9 i i -1- I N `.•++ �AS A o PP � a a s � co �6 pH6 f iy i y jf ! ' 1ii s 4" ' 6 4 a a,� = gam �g E 'el a ! . s'g R 4 1 f 1 a i / 19' -6 T2 12 -512' / o 0 ( FP-I ( PAS FIAa1 Storage c,--NC.. / 1 A' -s lir I r ( -6 ) ( ( P -8) Garage ( FP -3) ID t I 2� ��� I I `L ai VI ( FF-10) SITE DET�R 1603 ; — 4, 3` 3' - 3 12' ° 4 i :':... 4 -0 ' Office CARPET AI^ r VFW I e- t 4; -1 I2 IS -3' 12 I/2. 5' -2 12' 'Pit - -, _ , 1 DECK LINE AEOVE 5 la' STEP a/ PLANTERI HOLD EIER1OR i SLAB N' �Otll \ 5 Th PLA{E T - - -J - (F If 3. 1 ° -16) P-16 ) -3' 2• I2' -512' 7 16 . % Is' -612' 20 CRAWL SPACE VENTS I. CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150 = 0 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14,5,15 (75% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 = 0 VENTS REQUIRED. 5. 0 VENTS 5140. (SEE PLAN FOR LOCATION) 6. 0 VENTS x 58 = 0 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSFON RESISTANT WIRE MESH WITH OPENINGS OF 1/4' MAX. a VENTS LOCATED IN RIM JOIST MUST BE FERMANENTLY BAFFLED. USED 50214.1 CTT 112' 32_0 SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 001 MIN. -WHOLE HOUSE FAN 100 CFM MIN VTOS ® WHOLE NOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO T❑ THERMOSTAT a 50 ABOVE FLOOR 0 110, SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR. INTAKE FROM OUTSIDE TO RENRN 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. 7 TOL. AT 1. ESELOW MF NOTE: 517E SFECFIC FCthDATION PLAN TO SE INCLUDED WITH EACH LOT SFECFIC PEWIT PACKAGE /SEE SITE PLAN. FOR SITE SPECIFIC STAIR CONSTRICTION SEE SITE PLAN 4 SHEET D4. FOUNDATION /LOWER FLOOR PLAN ' DZOoo - 3d r GENERAL FRAMING NOTES FOUNDATION KEYNOTES I FP -I FP -2 ( FP - FP -4 (FM -6 ) (FP -1 ) ( FP -8 ( FM -10 ( FP -11 1 ( FP -I2 ( FM - (F -14 15 FP -16 ( Fr - I 1 1 FP -18 ) x_1S) BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 ( FP -2 0 1 FP -22 FP -23) FP -24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING. MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 0100014 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING-, 24' oc. LIMO_ 6_ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4. VERIFY. U. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 OF '=1 LINO. 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 IT WIDE WITH MIN_ IS•NI FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 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 BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI.4,EU 4. IULF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR. PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 6x6 POST ON CB66. I ABOVE SLAB ON 36'36°x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) •4 EAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. 1 SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' or.. UN.O. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -1 4x10 BEAM LINE. MI, I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON NE' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST a BEAM 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. l SHEET A -I ELECTRICAL SERVICE: PROVIDE (U 2 12' SCHEDULE 80 PvC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'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 CRAWL SPACE ACCESS. INSULATE AND UEATHER STRIP. SEE Div. 010022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'Xl' MAT FOOTING ON SOLID SUBSTRATE !I/ (2) •4 BAR EACH WAY OR D' STRIP FOOTING PER DETAIL 16/DI 30'X30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) N BAR EACH WAY OR I5' STRIP FOOTING PER DETAIL 16/DI. 36,36,12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH LAY STUB STEEL 12' INTO SLAB o 12'oc FLOOR JOIST SEE DIV.. SHEET A -1 PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I ( FP -2) ) MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN I8• BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE 044 SYMBOLS & LEGEND POINT LOAD FROM ABOVE ,J POINT LOAD FROM ABOVE W/ LOADING O POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING Q � HANGER POINT LOAD TRANSFERED SY KICKER ! p 1/1>-' y Q HOLD DOW( WITH SIZE DESIGNATION � � VERTICAL STRAP WITH SIZE DESIGNATION �e TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES. BEAM CALCULATION WITH INDEXED NUMBER `- EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r WALL ABOVE WALL BELOW RECE,, NOTE: UNLESS OTHERWISE NOTED, ENGINEERING At CALCULATIONS ARE NOT PROVIDED IN THESE D W.GS 2 PERMIT CENTER yr qzc Q. cts - TITLE JOE NO.: 9908323 BASE PIN B200 -073 SHEET A2.1 9908323 -.644'x28 13'x1918 m/ HAN.R OPTION 115E 2x8 Mb51LL • REAR RCN WALL MAIN FLOOR FRAMING PLAN L F -B J ALL FLOOR JOIST ARE: II 1/8' TJI 150's a 192 o.c_ SEE DIV. 06100 I USED Orr. s.n1E CONCRETE LANDNG m/•4 BAR AT 6'oc. EACH WAY, 2' ABOVE TOP OF WALL Scala - D2600 1304. I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I r F -1 F -2 F -3 r F -4 F -5 ) F -6 ) F -1 F-B ) [ F -9 ) F - 10 F -11 ) F -12 ) F -13 F -14 0 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. T RSJSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV 6100 SHEET A -I - TRU55 LOADING SEE DI, 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION, RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 410 OF 4 UNO. PROVIDE CD TRIMMER 5,0 UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LIMO, SEE DI, 06100 SHEET A -I BACK FRAMING AND SOIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.& SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING.. UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF. BEAM EVEN WI 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 -1 FLOOR JOIST - SEE SCHEDULE DWG_ SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUB- 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 OVEFFRAMING • 24' OC 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOU.N 3� f� e� POINT LOAD TRANSFERING DOWN W/ LOADING HANGER L 0 POINT LOAD TRANSFERED BY KICKER e HOLD DOWN WITH. SIZE DESIGNATION °�� VERTICAL STRAP WITH SIZE. DESIGNATION e� TO BE USED ON FLOOR BELOW STxz ---- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES. BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SWEAR WALL TYPE OF SHEAR WALL WALL ABOVE r ' ' "'"T WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS AT NOT. PROVIDED IN. THESE DRAWINGS. REC I!'ED CITY OF MLA SEP - 8 2000 PERMIT CENTER r:4 CO TITLE JOB NO : 9908323 BASE PLN B200-073 / / IT -3 1)2 )' -l' ' B' -T 12' - _✓ 5'-0' / S-3 F2' / / 6' -1 12' l' -6' Patio CONIC ( P -y ) 9 / 80X CIA FOR P ) 1 4040 5061® SOD _ 150 .01 ^ J ( E OE DI (. P -4 , _ � MIA. COLUTI ON F W LL FOI F 9N1 L 1 1 I j--- Nook VINYL Kitchen VINYL t ( P-12 J gEzzielmssram E R ; 2>S e1M.1 - t /- 1 DN CLG \/ - TO BOTTal CF STAR xb POST r UP t.R -- \ .... T ' El an a.. r\;: -.71 ' T r B o ° 91 1� , �ISrAL _: 1 ,7, - .1'� . :Pwdr m / I D \(I �•r -IDWa 123 P-12 I i ( 2� 0 - 2x6 POLE 1141.1_ _` ism 1 Dx I I �� �I ! 1 I P -115 3'-0' rcl I Dining C A RP ET ;I- 1I____23 1 ! Living , -..e , 2'-3 12' P 3' 3' -9 1' -2 ' 2' -1't k m I I' , • 3•_11• _ - 12'4 _- ., .• ei4A x OFT. u1ALL 4 FR CF 2= -` DOORS ®/OPT_ DEN P -12 \ v _ .. 50-1 /II- 4.e 6050 I0-i6 6' -5 12 ' ' -II I/4' 6 P -4) ( 4'-10 V4' l0 , 6 -¢� ' j, 6' -ll' I .vi ' / Covered I Landing Porch In WOOD DOIW TO �\ L_ i_ GRADE 1 4 12' / 1 1 r ; � ( P -16 j � r^4 I2' 7 - I1 -3' !1' -9' / 9' 32' - GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1843 SF 220.33 SF 11.8 5 SF. 15 CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN PP.545CTED A 24 HOUR TIMER - 100 GEM MIN, V(O 0T THERMOSTAT 9 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBG WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 1516 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. a PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE' PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN Scala -34 GENERAL PLAN NOTES ( P -I ( -2 J ( P -3 P -4 ( P - ( P -6 P -1 1P -S3 ( P - 3 IF II ( -12 3 ( P -I3) ( - ( P -r ( P 3 ( P -IT 1 P -IS 3 P -IS 3 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS, 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' G111D. 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 -1 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -81, WIDTH MIN. 3' -0'. S. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I2• MIN_ TO 2' MAX CROSS SECTION DIMENSION AND I I2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS, E_ COVER USABLE SPACE. UNDER STAIR WI 5/8' TYPE •X' GAUB. 121 LAYERS S CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 05500 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 05600 51-4EET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 15' MIN, ABOVE TOP OF SLAP. SEE Div. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIv. 09250 SWEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I I P -10 15x24 CRAWL SPACE ACCESS INSULATE AND 3 WEATHER STRIP. 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 450VE 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. 010025 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002.5 AND 9 SWEET A -1 D. 5/5' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36• GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36" ABOVE STAIR NOSINGS. B' VENT FOR MECHANICAL I° CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I 1 P-20 ( PLANT SHELF 3 UPPER AND LOWER LINEN CABINETS ( P -22 ) SO1PIT AREA P_23 IN EGRATED MAKE UP AIR P -24 j 236 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT 'INCLUDED IN CALCULATIONS. PERMIT CENTER cis ) TITLE C ? Co io N Ib � � X CO CJ) O ;J C] CT) o CO JOB NO 9909323 BASE PLN B200-073 SHEET A3 9908323 CITY OF TUiCNILA SEP - 8 2000 F -BJ ALL FLOOR JOIST ARE: II 1/8' TJI I50's s 192 o.c. SEE DIV. 06100 UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale I/4'.I' -0' S 3 (MINERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -I rF` F -3 F -4 t F -5 F -6 F -1 l ( F -B t F -9 [ F -101 ( F - II 3 F -12 l F - I3 F -14 F - B i. SEE COYER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCEf34ING MECHANICAL, PLUMBING, AND ELECTRICAL. 4_ TRUSS DE51G -td BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIY. 6100 SHEET 4 -1 - TRUSS LOADING SEE DIV. 0100014 SHEET 4 -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' or., UNO_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T_ RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN 9, ILL HEADERS ARE 4xI0 DF 2 UNO. PROVIDE fi) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -I SACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIMS SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS_ ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 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 FLUSH - BOTTOM OF 13541-1 EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOII.N BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR 'VAC OVER SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING a 24' OC 2X6 CEILING JOISTS e 24' OC PERMIT CENTER SEP - 8 2000 _r SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING / POINT LOAD TRANSFERING DOWN 21€ POINT LOAD TRANSFERING DOWN W/ LOADING HANGER 0 POET LOAD TRANSFERED BY KICKER 0 y Q HOLD DOWN WITH 512E DESIGNATION 1 g YcRTIGAL STRAPWITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx - - -- HCRI?ONTAL STRAP WITH 51?E DESIGNATION O INDICATES SEAM CALCULATION WITS INDEXED NUMBER ® EXTENT OF SHEAR WALL TYPE OF SHEAR WALL -T - - - - -- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND REc CALCULATIONS ARE NOT PROVIDED IN THESE DRAWI1 TOLE JOB NO. 4508323 ''BASE PLN 6200 -073 i SHEET A4 K`. ;a 9908323 I SYMBOLS AND LEGEND w P FAN- DIREGT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO THERMOSTAT 0 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DI, 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. UPPER FLOOR PLAN Scale I/4' =1' -0• I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY (II LAYER 5/8' TYPE 'X' G.W.B. 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 DI, 010025 SHEET A -1 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025'. SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 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 1 12' MI, TO 2' MAX.. CROSS SECTION DIMENSION AND 112' MIN: CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS), E. COVER USABLE. SPACE UNDER STAIR W/ 5/8' TYPE 'X' GUUB. (2) LAYERS 0 CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 010026 SHEET A -I. SAFETY ANG PR UBC, SECTION 2406 L_=1 A. WINDO ZI WITHIN E IS' OF FLOOR B. WINDOWS WITHIN A 24 ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 05800 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 IV MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE P -I P -2 P -3 P - S ) P -6 P -T ( P -8 J P -9 ) P -lo l P - IS ) l P - IS I P -11 P -18) 1 P - 1 S ) l P -20 P - 21 ( P -22) t2t� [ PLAN NOTES I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIKtntNTS. 2. ENERGY AND AIR QUAIL!, INFORMATION SEE Div. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO WEE REQUIREMENTS. SEE Div. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO USG REQUIREMENT. SEE DIV 010028 AND 9 SHEET A -I D. 5/8' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DI, 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS. , IT AREA P_23 INTEGRATED MAKE UP AIR P -24 ) 2.6 STUDS W/ R -19 INSULATION MIN. 30 SEP - 8 2000 PERMIT G.TER 03 Co TITLE JOB NO. 99080.23 'BASE PLN B200-073 SHEET A5 RECENE� aTV CErui<•nl�n 99083.23 ROOF VENT CALCULATION BASED ON 3 2 -117 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 854 5,300 ,285 5F OF VENT AREA REQ. 50 % AT SAVE = 142 SF REQUIRED 50 %. 36' (1'114) ABOVE EAYE = 742 SF REQUIRED 5 ROOF JACKS AT 50 5Q IN EAci—kmA SQ. N. 174 SF 48 LE OF EAVE VENTS AT 52 5Q. INJLF= 2493 SQ ,173 SF 1 GABLE END VENTS AT F01A x = 2 Oa IN =.D SF GABLE ETD VENTS AT x SQ. IN.=0 SF 2 GABLE ENr VENTS AT 24 DIA =58 SQ. IN =131 SF TOTAL VENTS PROVIDED ROOF JACKS = 174 SF EAVE VENTS = 173 e5, Gnw F END VENTS = .97 5, TOTAL SF OF VENTS PROVIDED = 4.44 5F • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. USG 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I /4' MESH • UPPER ROOF FRAMING PLAN SCALE 114'5 -0' 7 b20004 GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I ( F -I ) F -2 ( F -3 ( F - ( F - F -6 ( F -1 l [ F -S ( F o ) P TE HEIGHT ELEVATIONS AND SECTIONS FOR l ( 0 - 10 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM t F -12 ) EXTENDS DOWN BELOW JOISTS ( F -I3 ) ( F -14 ) ( F - I5 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2 SEE TYPICAL MATERIALS LIST ON SECTION SH.� 3. SEE COYERSHEET FOR ALL NOTE5 AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV 6100 SHEET A -I - TRUSS LOADING SEE DIY, 010001A SHEET A-1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' or- LINO_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION T. RAFTER TAIL 2x4, VERIFY. S. ROOF TAIL AND RAKE OVERI-4ANC, PER ROOF PLAN S. ALL HEADERS ARE 4,40 DF UNO. PROVIDE CI) TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIY. 06100 SHEET A -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING, SEE D15.5 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF SEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV_ 06100 SHEET A -I PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVEORAMING . 24' OC 2X6 CEILING JOISTS +s 24' OC PERMIT CENTER 6 ;4 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DO. POINT LOAD TRANSFERING DOWN W/ LOADING HANG -ER POINT LOAD TRANSFEREE? FY KICKER H OL D DOWN WITH SIZE .DESIGNATION 0 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW fiTpc — HORIZONTAL STRAP. WITH SIZE DESIGNATION O INDICATES 05AM " ALCULATION WITH INDEXED NUMBER --. —.. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL — WALL ABOV= Y "` WALL BELOW NOTE: UNLESS OTHERIUIBE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN TI-05W DRAWINGS. JOE NO.: 9908323 BASE PLN 8200 -073 SHEET A6 9908323 RECEIVED CIiy GF TUnf.'ILA SEP - 8 2000 SIDE ELEVATION REAR ELEVATION Srala VS' =I' -0' SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES IV. 010005) BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV. 6) 7/W COB OR EQUAL FRAMING: (DIV 6) PER PLAN INSULATION: (DP/. 7) R -30 BLOWN -IN SOFFIT: (DIV. n 1/2' RE-SAWN PLYWOOD OW& (DIV- 9) 5W GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV. 0100.5) BUILDING WRAP. (DIV. 7) 15# BUILDING PAPER SHEATHING: IV. 6) 7/W OSB OR EQUAL FRAMING: (D 6) 2 x 4 STUDS AT 16' OC INSULATION: (DIV. 7) R -13 BAIT W/ INTEGRAL VAPOR BARRIER GW& (OW. 9) UT OWE FLOOR CONSTRUCTION FLOORING: (DN. 9) SUBFLOOR: (DIV. 6) FRAMING: IV. INSULATION: 1D .7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE: 2x2 OUTSID& 2x4,2x3 FASCIA 2x8 UNO FINISH PER PLANS (DIV. 01005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -I9 BAIT 1/T RE-SAWN PLYWOOD I I I l IlIU u .I:::1:11 1x4 TRIM OVER bc6 TRIM IS' SHUTTER MDO #1.512000 V2x2 COR60101D STOOL BOARD FROM 3xb 2x4 TRIM 200 TRIMT.. 2x8 TRIM 2x4 P.T.#10005 w/ 1x4 P.T. TROT EACH SIDE iL.w u" u I' J' J is t i i Atli` Lf1,LL JJ 1 l J_L ai l llll1 Ha FLOOR JOISTS PER PLAN Garage BEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION FRONT ELEVATION Scale V4' =i' -0' Kitchen (BEYOND) BUILDING SECTION A -A Scale. V4•-I•-0• B' GABLE END VENT lx3 BAITS OVER ROUGH SALIN PLTIDOOD • R' oc 2x3 5500100.401 L' TRIM OVER Ix10 TRIM ad bc6 DENIALS s 24' ac ATE TOP OF ELATE EEL NOR MGT. UPPER FLOOR TOP CF PLATE 0.01 NOR MGT. TOP OF PLATE Ta 5) PERMIT CENTER co ti FOU DATIO D TAI 18 L APA LATERAL RESTRAINT PANEL 4. WALL o FOUNDATION 3/8' =1 rro00-0610042 10 3/4' =1-0 06100-03300-06_TJI FINISH GRADE NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO RILL BACKFILLING OF WALL NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB \TOP OF J -BAR FOU1 -2' DATIO DETAIL TX4 TOP PLATE GARAGE DOOR HDR (SEE FRIG PLAN FOR 512E) NAIL SHEATHE. TO HDR UV Ed NAILS • 3' O.G s STIR MALL LOC. ONO. ON SHR WALL SCHED. 2 2x4 STUDS -NAIL `.AEATHNG UV 8d NAILS s 3' O.C. TO EACH STUD ONO. ON SHR WALL 50-ED. NAIL ad NAILS• 3 O.C. s Al PATS, HORS. N STUDS TWIN °. ON NEE UTALL SLED. 2 2x4 AT ANY SHEATHING JOINT VA6• 0S13. SHEATHING MIW 511014 STRAP TIE ANCHOR MAIL TO BOARD FORM. BEND LP AFTER CONCRETE CUBES -' U5E 38 -16.1 UBNAILS EACH ENO. 2 -2X4 PLATES, NAIL STITG. TO EA PLATE (2)5A3' AB. W) MR I' ErBEXENT ENO. ON WALL SCED. CONTRJICJS FOOT6. STEPPED FOUNDATION DETAIL 5)8 AB. U(YM9QM 4- f STEEL PLATE WAS.ERS s OL. (Div 3 SHEET A -U EXCEPT AS NOTED ON 51.E.4RW+LL BCED➢.E l' MN EMBED. (2)4 BAR s TOP 4 PERT. BAR s Q• oc, ELL HEIGM OF MALL (DM.3 SHEET A -D 4 VERL J -3AR • 6' oc MT, 3517£11 d -U DAMP PROOFITE ( DIN - I SHIT AU 4 NORL BAR S T0' 4x: OVERLAP TIN) (DIN 3 SHEET d -U TIGHULPE 4' PERaE pre. DRAIN WELTER N 24' GRAY& BED. (DIN 2 SHEET A -V (4).4 54R CONT. (DIN 3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB 019E 4" ROCK OvcR VAPOR WARRIOR 03300.00000 SBYxD' AB. LW 2 SIZ STEEL PLATE WASHERS • 4'_0" OL. (01v.3 SHEET A -U EXCEPT A5 NOTED MI STEAR1ALL SC:TEM L E l' MR EMBED. (2)•4 BAR S TOP vERY BAR s 60' oc, FULL HEIGHT OF WALL (Div 3 SHEET A -U S VERY. J -BAR s oc (DIv 3 SHEET A -U •4 10;L BAR s m' oc (DIv 3 511 d -U •4 BAR s TT oc L =7-6• (0,3 NEET DAMP PANG (DIN 1 SPIT AU ; 2' CLEAR (5) •4 BAR CONY. (01 3 &FEET A -U SOLD SUBSTRATE 4' CONC. SLAB OVER 4• ROCK OVER VAPOR WARRIOR 11111111)= 111111= 111111_I1JIHJII -1 III, L111111 =11NIl i fi'1 =1F1110. =1II11I- 11111E- NI I ,III- IDIIInI�IBnIFIfA =1 IN J�HI=I�IIIII IIII N.T.S. 03300 - 00000 -25 CRIPPLE WALL ® FOUNDATION 3/4" 06100-03300-07_1:11 RIM BOARD RPM BOARD (93/4"4-0' CANTILEVER FRM'G AT FOUNDATION 11 L FURRING DETAIL '033.00- 00000 -23 06100- 03300- 02_TJI 3/4•4 CTP. ROOK FRAMING PER PLAN (DIN 6 SHEET A -U TIP. EXTERIOR WALL CONSTRUCT. PER PLAN (DIV. b SEET A -U LOCATE SHEATH,. JOINT s COMMON MEMBER LOCATE SHEATH,. JONI 0281104 MEMBER .RIPPLE WALL PER PLAIN 5FM FOfDATION DETAIL()) TYR FLOOR FRAMMi PER PLAN (DIv. 6 SHEET A -U TIP. EXTERIOR WALL CONSTRICTION PER PLAN (Div. b SHEET A -U °RIPPLE UTALL, FER PLAN, UM A MIN STUD L.9GTH OF 14' PER WC SEC. 2320115 (DT.!.,E T -U FOUNDATION DETAIL()) TIP. EXTERIOR UAL CONSTRUCTION FER PLAN (DIN 6 SHEER A -U TYP TLC., FRAMING FER PLAN (DIv 6 94EET d -U SOLD CLOCK.. C7vER SUPPORTS LOCATE SFEATHPG JONI' s C09104 MEMBER Nu I' CONT. SOFFIT VENT V2' RESAUN PLYWOOD a SOFFIT TREATED MD SILL SEE FOUNDATION DETALS POST /FOOTING CONNECTION 3/4' 4 08100- 03300 -10_ O t_ 1= 111111 111111 = 111111 = 111111 — Ill FOUNDATION DETAIL 3/4W-0' PER PLAN FOUNDATION DETAIL 3/4' =f-0' TYPICAL EXTERIOR UL4LL CO57R1CTIGN PER PLAN (DIN 6 SHEET A-U I AIR SPACE S. WORDING PATTER HOCKED END MASONRY VBffix TIE TO FRAMING EV 25(iFT_ (DIN 4 Stet All MASONRY vE EFR CONT. FLASFAN ULOEEP HOLES • 4'-0' 00 TREATED PAD SELL MM b SHEET A-I/ SEE ROMJATTON DETA)LS 3 U2' VARIES TYR EMERY:R.14LL CONSTRUCTION PER PLANS (ON b SHEET A-U Cala OVER 4' ROC: OVER VAPOR BARS R -10 WAD NECLATION 2X10 TREATED PLATE OFFSET 3/4' SEE FO NDAFIGN DETA$S 03300 46 b•MUL vERFT N GRADE CONTOURS NOTE THOS OPFTON CAN NOT BE USED AT SFtEARPNJI5- 04200.06100- 02_TJI 06100-03300 -2L53 \ / 3/4 =1 06100- 03300- 05_7J1 \ 1 3/4 =1 TYP DWEROR WALL CONSTRUCTION PER FLAN (DIV 6 SHEET A -U 4' CONC. SLAB OVER 4• GRAVEL BED (DIN. 3 SHEET A -U TREATED MD SILL (Div 6 SHEET A -U SEE FOUNDATION DETAILS 06100-03300-03 • _111111 :111111 = 11111 =1II111_II1111001nin =llnn = lo n1= 111111, =IIIIIJITI 10111= FOUNDATION /FRAMING CONNECTION °FOUNDATION DETAIL 0 3/4'4 HANKER OPTION GIUB. TIP. (Div. 9 SHEET A -I) INTERIOR BEARING WALL (Div. 6 SHEET A -U Irz'A x 10' AB. s 4' -0' O.C. (DI, 3 SHEET A -U VAPOR BARRIER CONY- SPREAD FTC. PER PLAN (DIV. 3 SHEET A-1)4 45• (2) .4 BAR CONY. (DIv 3 SHEET A -I) EM. DOOR AND FRAME (Div. B SHEET A -U DOOR THRESHOLD FLASHE. AS ROD. (DIv. T SHEET A -I) NERVESTRAL FLASHING 4' CONC. SLAB OVER GRAVEL BED (DN.4 SHEET A -U 2x12 TREATED TRESHOLD TRIM ROM JOIST TREATED MD SILL (DM 6 SHEET A -I) •4 VERT. RE -BAR FROM STEN WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER RAN (01v.6 SHEET A -U EXT. DOOR THRESHOLD DETAIL 3/4 - =T-O 06100-03300-04_ FULL WIDTH TREATED MUD SILL HAIBR PER MG TIP. FLOOR FRAMPG FER RAN (DM 6 SHEET A -I) EX, DOOR AND FRAM (Div. B SHEET A -U DOOR THRESHOLD HASH. AS READ. (DIN l SHEET A -U NERVESTRAL P ASTING 4' CONC. SLAB OVER 4' GRAVEL BED (DIVA STI.7 A -V TREATED MD SILL (DN. 6 SHEET A -U ANSPACE TTP. •4 NEW_ RE -BAR FROM STEM WALL s eeED INTO SLAB POST AND BEAT FER PLAN EXT. DOOR THRESHOLD DETAIL TYR FLOOR FRAMING PER PLAN (DIN 6 SHEET A -U TTP. ( •TERIOR WALL COSl31GT1ON PFR PLAN (Div. b SHEET A -U 'TREATED MID SILL SEE FONDATION DETAILS POST AND BEAM PER PLAN D2abo -3o1. FRAMING/FOUNDATION CONNECTION 3/4 T-0' 06170-03300-08 _TA FN. GRADE OP OF DOWEL TOP OF BLAB PER IM NOTE- FOOTNC- DOES NOT SLIDE N THIS CODITIOI, FOOTt4G SPANS HXAaIONTALLT- FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL \LU ' Ta,v10" AB -W 2'#'X3/16" SCE STEEL PLATE WASHERS s 4•40" C.C.., 3 SHEET A-U EXCEPT AS NOTED ON SUEARL.LL SCHEDN_E nM EMBm. PORIL BAR 1' O.C, r-6' COMER OVERLAP (DIv..3 SHEET ,f) •4 VERT. BAR SAME AS STUB STEEL SPACING_ (DIY 3 SHEET A -I) TIGHTLINE DA'IPPROOFNG (DIN. l SHEET A -)) 4 STUB STEEL. FROM FTCxs 0E (Div 3 SHEET A -0 4' FERE FT& DRAIN UOflLTER M 24' GRA2 BED (DIN. 2 SHEET A -U SOLID SUBSTRATE (2).4 BAR CONT- (DIv. 3 SHEET 4-)) TIGHTLINE (2)•4 BAR s TOP 03300 - 00000 of Irz'sxl0• A.B. U/ WASHERS STEEL PLATE WASHERS • 4' 0' OL. (DIN 3 SHEET A -I) EXCEPT AS NOTED ON SHEAR ALL SCHEDULE 1' MN EMBED. (2).4 BAR s TOP •4 VERL BAR sQ•oc,FU- HEKdR OF WALL (DIV.3 SHEET A -U DAMP PROOFING (DIV.I se AD •4 VERY. J -BAR B Q' oc (Div.3 SHEET A -Il •4 HORL BAR s 70' oc I' -6' OVERLAP (MIN) (DIV. 3 SHEET A -U 4' PEPE FT'G, DRAIN WUFILTER • M 24' GRAVEL BED. ' (DIv. 2 SHEET A -U (4) IN BAR CONY. (DI, 3 SHEET A -U SOLID SUBSTRATE T . r ( RETAINING WALL 3/4".1 03300- 00000.22 5/8'+'x10' .V UU 270'X3/16" sf2 STEEL PLATE WASHERS s 4'-2,' O.C. (DIv. 3 SHEET A-I) EXCEPT AS NOTED ON SHEARLL4LL SCHEDULE T MN EMBED. •4 VERY. BAR s Q' oc, FULL HEIGHT Gf DUAL (DIY.3 SHEET A -U 5 VERY. J -BAR 1 8' oc (DIv. 3 SHEET A -U 4 HORL BAR s D'oc (Div. 3 SHEET A -I) •4 BARB Q•oc L =2' -6' (DIV. 3 SHEEt A -Il TIGHTLINE DAMP PROOFING ! DIY l SHT AI) 2' CLEAR (4) '4 BAR COIN. (Div. 3 SHEET A -U SOLID SUBSTRATE E'ER. FT'G. DRAM W./FILTER N 24' GRAVEL BED. (Div.2 SHEET A -1) TTP. EXTERIOR - WALL CONSTRICTION. PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT s COMMON MEMBER RIM BOARD TIP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -I) TREATED MUD SILL SEE FOADATION DETAIL()) TREATED MUD SILL SEE FOUNDATION DETAIL()) TIP. FLOOR FRAMING PER FLAN. (DIV. b SHEET A -I) 03300- 00000 -26 1 TIP. EXTERIOR WALL CONSTRUCTION. PER PLAN (My. 6 SHEET A -I) LOCATE SHEATHING JOINT s' COMM MEMBER SOLID BLOCKING s RIM JOIST a EXT. WALL POINT LOAD BEARR. PER PLAN FRAMING /FOUNDATION DETAIL 3 /4 =t Offt0041 SEP - 8 2000 PERMIT C_NTER • SPAN 2x6 TYP. DECK CROSS SECTION NOT DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE_ 2x2 0 5 E E (CLR D15T. U" NOT TO EXCEED BT 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF I, LAG BOLTS AT I6' oC TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR WHEN POSTS EXCEED 4' M LENGTH SCAB W/ 2x4 EA SIDE 2x (2• GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WTH OW FINL SUB GRADE f3' BEL FINISH LAN DSCAPING) ON SOLID SUBSTRATE 3/4'4 06200. 06170-16_711 (TYP) ROOF CONSTRICTION FRAME OVER WALL DETAIL 3/4 =i-O' 1 0 SECTION ® BEAM 3 /4=f-O �SKYLIGHT FLARE WELL DETAIL 07300- 06100-01 3/4'=f -O' ii II II !I li I I I II 1 � I I BABEL - EXTEND 6' ABOVE BATT, NSUL OR Q' ABOVE BLOW INSUL TYPICAL ROOF CONSTRICTION 2' MIN. CLR FOR VENTING STAIR SECTION DETAIL 2x BLOCKNG WITH (3) HOLES WTH 5CR'EEN EE ELEVATION EXPOSED TRUSS TAIL FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) FLASHING (D1v. T SHEET AU DBL OR GIRDER TRUSS (PER PLAN) FRAMING FER PLAN HI a 46 OL. T OUTSIDE FACE OF WALL 2' MM. CLR FOR vENTELATION BLOCKING BEAM PER PLAN RAFTERS PER FLAW TYP. GUTTER WALL STUDS BEYOND DBL JST, BLOCK A5 NEEDED SEE PLAN SEE PLAN FOR TYP. RISE t RN DIMENSIONS 3/4' PLYWOOD RISER 11/8' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP UNO. CENTER STRINGER WITH 2 - 2x4 S TRONG BACK tTP NAIL WALL STRINGERS W/ (2)16d TO WALL STUDS 5/8' TYPE 'X' GWB. AB REOIIRED. SEE NOTES BELOW N KICKER PLATE 06100.07300 - 15 L HEADROOM MM. 6' -e' WIDTH MIN. 3' -0' PER 4. INSTALL FIRE BLOC... STRINGERS TOP UBC 1006.15 N BOTTOM N ADJACENT WALL.) PER UDC 2. TREADS S MIN DEPTH. RISERS 8' MAX HEIGHT SEC: 1082 3. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD 5. COVER USABLE SPACE UNDER STAIR WITH NOS.. HANDRAIL 11/1' MIN TO 2' MAX CROSS 5/8' TYPE N GWB., USE 2 LAYERS e SECTION DNB.. t 1 I, MIN CLEAR FROM CEILING AREA - PER UBC 100333.9 WALL, RETURN RAIL ENDS PER UBC SEC NNW, 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5033 06100-07300 -37 \ v / 3/4 =T 06200 - 06100 -01 EAVE DETAIL GABLE END DETAIL 3/4W-47 GABLE END DETAIL 3/4=1 -0' FOR 1RM TYPICAL RD. CONSTRICTION TOP EXTERIOR WALL CONSTR. 06100 1.1 FER H.EYATUON B.,. BOARD FER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SCIP SWEATING WIN W. a Or. TYP. 2X4 OHRIGf�TG a 4' OL. WITH 2X2 BETWEEN 06100-07300 -12 06100 - 07300 -13 \ •' /3/4=1-0" O EAVE DETAIL 3/4=T-O' - 1 - �7 i I \ EXPOSED TRUSS TAIL OVERHANG -' FASCIA PER ELEVATION PER PLAN i -L t hrstilit, I*4 ELEV. Q ► \ gOR WM VOt eV EAVE DETAIL 3/4•=1-0" SEE SEE ELEV. BAFFEL - EXTEND 6' ABOVE BATT. INSUL.OR 12' ABOVE BLOWN INSUL. /TY? ROOF CONSTRICTION) 2' MIN. CLR FOR VENTING HI OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 1X BLOCKING WITH (3) 2' • HOLES WITH SCREEN SEE ELEVATION (TYP. GUTTER) Cop. EXTERIOR WALL CONSTRICTION) BAFFEL EXTEND 6' ABOVE BATT. NSUL OR 11' ABOVE BLOW NSUL. (TYP. ROOF CONSTRICTION ) 1' MIN CLR FOR vENTMG HIs46 A OUTSIDE FACE Of WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCK]. WITH (3) 2' • HOLES WITH SCREEN SEE. ELEVATION EXPOSED RAFTER TAIL COP. GUTTER) -( FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) EIFFEL EXTEND 6' ABOVEBATT. ]NBA_ OR IT ABOVE BLOW MSUL (TYP. ROOF CONSTRICT].) 2' nIt CLR FOR vENTMG Hi a 46' 0.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2x BLOCKING WITH (3) 2' • HOLES WITH SCREEN ScPOSED TRUSS TAIL (TYP. GUTTER) FASCIA FER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) TYPICAL ROOF CONSTRUCTION 2' MIN CLR FOR VENTING His48 OL. AT OUTSIDE FACE OF WALL u1vD ON SHEAR WALL SCHEDULE 2X BLO-.KIN(G WITH (3) 2' o HOLES WIN SCREEN ff fff ff ` / � � I \ RAFTER TAIL li DYER A 1 TYP.c,TER I 1 + PER PLAN OW 2X8 BLOCKING TYP. FASCIA PER ELEVATION TIP. EXTERIOR WALL CONSTRICTION 06100 - 07300.01 06100-07300-02 06100-07300-03 :Dzo.. in.30 EAVE DETAIL RECEr.�_e SEP - 8 2000 PERMIT CENTER TITLE JOB NO. SHEET D2 TYP. WALL CONSTRICTION UATH WALL SHEATH,. PER SCHEDULE BOTTOM. PLATE RAIL . PER SHEARUALL SCHEDULE TJI BLO(XPG TIP. TJI FLOOR CONSTRICTION SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS OPERPENDICULAR TO FLOOR JOISTS O TO FLOOR JOISTS © FOUNDATION 3/4' =i-0 1/0700617010 3/4'=1 -0 nom- oevaor 3/4=f -0 rrom-osnoot 3/4' =f-0• nm T TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAIL,. PER SHEARUALL SCHEDULE PANEL EDGE FIELD NAILING PER SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION OATH WALL SHEATH,. FER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4' =1-0' noso- osrtaoe 3 /4 =1-0- rrmaoeno -o2 lL 3/4"=1-0" 17070.03300 - 02 SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS (\PARALLEL TO FLOOR JOISTS NAIL FLOOR SHEATHING THIS AREA WITH 10 d 0.6' or. EDGES 10 d • 10' o<. FIELD BLOCK ALL EDGES 10de6'o.G PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE. PANEL EDGE FIELD NAILING PER SCHEDULE TAI BLOCKING BLOCK ALL EDGES PANEL EDGE FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SuEARUALL SCHEDULE TIP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING THI &AREA WITH 10 d • 6' or. EDGES 10 d • 10' as. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE N FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING e ALL PANEL EDGES PANEL EDGE < FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL 3TO FLOOR JOIST- OFFSET CONDITION 1707006170 -10 L STANDARD SHEAR DETAILS & SCHEDULE NAIL FLOOR SLEATHANG THIS AREA WITH d • 6' f0 ds10' FIELD BLOCK ALL EDGES SHEAR WALL HOLDOWN 3 /4=T -O TY? WALL CONSTRUCTION WITH WALL S.A.. PER SCHEDULE TIP IP FLOOR CONSTRICTION BOTTOM PATE NAILNG FER SEARALL SCHEDULE and NAIL s6' T.. TO RAM JOIST PANEL EDGE < FIELD HALING - PER SaEW.E 10 d NAIL a6' oc PLYWD_TO TJI MOCK.. TOP PLATE NAIL. FER SHEARUALL SCHEDULE TIP WALL CCSTRCTION UATN WALL SIEA71&4 FOR SCHEDULE SHEAR WALL PERPENDICULAR + ®TO FLOOR JOIST - OFFSET CONDITION ®CANTILEVERED FLOOR JOIST 17070- O€17009 3/4 =f-0 17070 06170 - 11 17010 - 24 3/4'=1 -0' TYPICAL WALL CONSTRJCTION WITH WALL SHEATH. PER SCHEDULE TTP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONIDITIONS TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TIP. TJI FLOOR CONSTRUCT. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SE ARCH DETAILS FOR FO CONDITIONS TTP. TJI FLOOR CONSTRICTION TTP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING FER SHEARUALL SCHEDULE CRIPPLE WALL (DI, 6) SHEATH CRIPPLE WALL SAME AS SHEARUALL ABOVE SEE ARCH DETAILS FOR FO NDATION CONDITIONS SHEAR WALL ® CRIPPLE WALL 3/4W 17070.03306 -03 CRIPPLE WALL (DIV. 6) SHEATH,. PER SCHEDULE PAEL EDGE FIELD NAILNG FER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE (L 4 4 BAR CONT: (DIV 3) bZDo .3•c SHEAR WALL ® CRIPPLE WALL INTERIOR NOTE: ALL U1ORM1ATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT_ COORDINATE WITH PLANS: 17000-03306 -04 R CEIVEC CITY CF TUK:VIi. SEP - 8 2 PERMIT CENT �WQ F Z >� _ W pw O �p0 m �mWL1 _ o O ci =O } WQwO I JZ17 w OZ = �WZW Q mpp W Lt >J(1 > W X L Ha -JQ- W WWQ� W ao F I-Wp 175 Z n i% 0 z J Q QOOO o O ¢zOo D o -U °F�QO QQZ17a m ( �ZO�Z (D0 O,O Z_ = Z Q O w >tLW� Q [ll I -. O } WSJ KA ZI -C7Qm = 00 00 Cri CS) CL: CD In CD C CO X �r O U_ cf) s s F L o JOB N0. TITLE SHEET Si 00 TJI JOIST DETAILS SEAWALL PER PLAN AND SHEARUALL SCHEDULE DOUI3LE STUD BOTTOM PLATE NALIG PER SHEARWALL SCHEDLLE TJI BLOCKING BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4=1' 17070. 06170 -29 TIP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILUG PER SHEARUALL SCHEDULE BLOCKING AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS 3/474 17070-06170-28 \ " - / 3/4 =1 DRAG STRUT CONNECTION UPPER WALL TO LOWER ROOF CONNECTION 3/4=1 17070- 06170 -31 +O INTERIOR SHEARWALL TO ROOF COND. (1 STRAP ® FLOORS 5 3 /4' =f 17000-06310-06 3/4 "4 17070. 06170-20 PLYWOOD ROOF CONDITION 3/4=1-0' TR156 PER PLAN WITH SHEATHING PER SHEARUALL SCHEDULE PANEL EDGE , FIELD NAILING PER SCHEDULE ,BLOCK.. h BARGE hB TRIM GABLE END rates A35 CLIP FER 51-EARILALL SCHEDULE SHEAR WALL 0 GABLE END 3/4'=1-0" I6d TO MATCH SHEAR - UTALL NAILING BELOW 2X71 WITH I6d TO MATCH SVEARUALL NAILING BELOW INTO TOP PLATE TTP. WALL CONSTRUCTION WITH WALL SHEATHIG PER SONEDULE (L IS el S d NAIL • 4'oc• EA OUTRIGGER Stl NAB_ • 6' cc TO TOP CHORD h4 BACKEIR FOR BARGE NAIL 11.120 G.1 SLOP SHEATHING WITH I6d .4 OUTRIGGERS s 4 radii{ LIST HAM BR • TRUSS TYPICAL ROCF CONS RLCITON T1P EXTERIOR WALL COSTRUCTILN WITH WALL SHEATHING PER SCHEME 17000. 0631018 17000.06100 -19 * 3 /4'4 SEE (V STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SI-EARL/ALL SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE 11/4' TIMBERSTRAND L. RIM BOARD PANEL EDGE , FIELD NAILING PER SCHEDULE TTP EXTERIOR WALL CONSTRUCTION UT WALL SI-EATHI G PER SCHEDULE TTP. TJI FLOOR CONSTRICTION 3/4"=1 17000. 06100-04 PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRICTION .5 TIE • EA TR. L530 • 48'oc d • S cr. • BLOCK. BLOCKING TER ARCH. DETAILS A35 CLIP PER SHEARUALL SCHEDULE TT? EXTERIOR WALL CONSTRUCTION WITF7 UTALL SHEATHING FER SCHEDULE SZ VE 11090 1111 (1, 17000-06100 -06 STANDARD SHEAR DETAILS & SCHEDULE NOTE: USE 05B ON ROOF NOTE: ALL NFORIATION ON THIS SHEET 15 NOT NECESSARILY NCORPORATED INTO PROJECT. COORDINATE WITH PLANS_ SE PE FE i ��F D O TUn'^ :ICS ' - 8 2000 MIT C ,TER ,"m' TITLE w lb JOB NO SHEET S2 TJI JOIST DETAILS 02 /08 / $ PM SHEARWALL SCHEDULE 3dA1 11111 3dA1 11VN - - TNI1IVN 3903 0N111V0 0100 9NINCO16 3903 01106 NOHOW 31 11101 BLOCKING -. TO TOP PL. NAILING 2x JOISTS BLOCKING TO TOP PL. NAILING TJI JOI6T9 0011100 0101d 1401106 ALLOW el.E LOOP * By REDUCTIO FOR HP. 10 GUS CNE SIDE 5d I I r a r v YES 5/8' 0 48' A35 NAIL .0 42' I6d 0 12' 16d a 12' 100 PLF GI -4 GU.B ONE 5 /B' SIDE COOLER FOR U2' YES 5/e• 048' .5 33' 164A a 10' Ibd 010' 125 PLF G 2 - 1 I/1' GUS SIDES YES 5/8' 048' 20' I6d 0 8' I6d 0 6' Gat -4 OR YES 5/8' 048' 20' I6d a 6' I6d 0 5' - 5/8' GWB TWO SIDES PI -6A YES 5/e' 048' 20' 166 0 5' Ibd a 5' SO PL PI.6 44 YES 5/8' a 48• H . 0 5• I6d 0 5' 240 PLF PI -4 1/16' OSB. YES 5/8' . 32 I6d 0 4' ffid 04' 350 FLF P1 -3 ONE SIDE YES 5/8' 0 24' - I6d a 3' Ibd a 3' 450 PLF PI -310 USE 3x STUDS PANEL EDGES 0 545 pLF PI -2 USE 3x STUDS 8d COMMON YES 5/8' 0 16' 85' DIA 1/16' 0S8. 1W0 SIDES P2 -4 YES 5/8' 0 I6' A35 CLIPS eT (2) ROWS Ibd a 4' - (2) ROWS I6d 0 4' STAGGERED 100 ELF STAGGER SHEATHING JOINTS W/(2) STUDS a PMEL EDGES DBL RIM (2) ROWS (2) ROWS P2 -3 YES 5/8' 0 12' A35 G'-IES 05' I6d 0 3' Ibd 0 3' STAGGERED 300 PLF DBL RIM WEYERHAWSER UBH -4 HARDBOARD, SIDING OR ECUAL comm NO 5/8' 0 48' 12' I6d 0 5' Ibd a 5' 202 PLF PER 1030 RFFORT 2319 E.EE FCACATON SFEAR UlALLS FOR ALL CONCRETE HOLDDCUNS. LOWER SHEAR WALLS ScaU V8' =I'-0' > Lowniuner FOUNDATION SHEAR WALLS SYMBOLS & LEGEND O S POINT LOAD FROM ABOVE 0 POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOEN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER v1? . /4r HOLD DOWN WITH SIZE DESIGNATION v 4 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER N+1C7 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE M0=Ellt WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SHEAR NOTES GLENS OTHERWISE NOTED DESIGN CRITERIA L WEE CALCULATIONS FOR DE51G-N CRITERIA GENERAL NOTES I. ALL SHEARWA.LLS SHOJN ON THE FLOOR FLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOEN SHADED). 2. ANCHORAGE IS FOR SHEARUALLSCPANDLS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED G I6' OLIMTU FER TABLE 23 -I -Q 3. W4ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UB.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSIES SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS, EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY 71-1E BUILDW OFFICIAL ROOF 4 FLOOR SI- IEATI°NNCs I. ROOF SHEATHING_ 1/(6' 058 APA RATED SHEATHING (24/0). LAY UP W/ MINIMA CLEAR BETIJEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6 oc AT PANEL EDGES AND 12• oc AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS a 24 O.C. o ALL UNSUPPORTED EDGES_ ALLOWABLE DIAPHRAM SHEAR =I80 c082= 142psr 2. FLOOR SHEATHING: 3/4' CDX TWG SPA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SFECFICATION AFG 01- PROVIDE T G EDGES AT LONG PANEL EDGES. NAILING 5H�1 L BE VED AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR= 26x082= ITIpWE 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDLL.ILAR 'TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS , Scale I/B' =I' -0• ' zo�o - 3 (. UPPER FLOOR SHEAR WALLS ' Srak V8'.1' -0• 14411111.191.0NT SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TlOP, . SEP R PERMIT C'YTER CO cr j TITLE JOB NO. 9908323 BASE PLN B200-073 11997 UBC1