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HomeMy WebLinkAboutPermit D2000-175 - FOSTERVIEW ESTATES - LOT 13 - NEW SINGLE FAMILY RESIDENCEFosterview Estates -Lot 13 4242 S 137 Place D2000 -175 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Ar THEIR OiWN RISi :: Parcel No: 261200 -0130 Address: 4242 137 PL Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Contractor License No: DUJARD *204L0 Signature: Print Name:__ DEVELOPMENT PERMIT "••dik (206) 431 -3670 Permit No: D2000 -175 Status: I_;SUED Issued: 03/23/2000 Expires: 02/19/2001 Const Type: Occupancy: DWELLING Gas /Elec.: LIBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: TENANT FOSTERVIEW ESTATES - LOT 13 4242 S 137 PL, TUKWILA WA 98188 OWNER DUJARDIN DEVELOPMENT PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425- 641 -5320 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ****************************.k********* '1/4* AAA. ***kk *le*kykkkk* * *kirk•k:4* **:kk;k****k ** *'k Permit Description: CONSTRUCTION OF A NEW 3,014 SO FT SINGLE FAMILY RESIDENCE, 478 SO FT ATTACHED GARAGE AND 118 SO FT COVERED DECK AREA AND 80 SO FT UNCOVERED DECK AREA AREA (BASE PLAN NO. D2000 -059) PUBLIC' :WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING AND STORM DRAINAGE. PROJECT ON WATER DISTRICT #125'AND VALVUE SEWER DISTRICT. •k k***** k*: k: k*** k kk* kk* •k* **•k*k* * ** * * * ** **•k * *•k **kkk *•k•k•kk*•k *k*k* ** *fir**** * *•k -k *kk ** **kk•k Construction Valuation: $ 217,454.20 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: 193 Fill: 30 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*kk** k***• k******• k• k**: 1• k****• k• k****• k****• kk**' k** kk *•kk ** *A'k **kk* *•k *•kk **k•k•k *k k** TOTAL DEVELOPMENT PERMIT FEES: $ 1,818.55 k*** k*' k' k*' kk* kkk' AA'' A' kk* k• k: kk• k* kk*** k• k*• kk k* kk**' k** k: k*****: kkk •k *kkk **** * *k•kAA *k** **AA•kkk ** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances 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 s i g n for and o b t a i n t h i s development pfimit. Date: .2_Affc) This permit shall become null and void it the work is not commenced within 180 days from the date cf issuance, or if the work work i.: suspended or abandoned for a per'iod of 180 days from r..he 'asst. inspect ion. z w 6� , ' J 0 N C' w O u_a N ~w ' i i i I-0 zf.. — O — : = V ~ ` O w z . cn O CITY OF TUKWILA Permit No: D2000-175 Address: 4242 S 137 PL Suite: Tenant: FOSTERVIEW ESTATES - LOT 13 Type: DEVPERM Parbel #: 261200-0130 1.k%*-W*0:14.******1.******k***1.*Ai**AAki Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code ((997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 4. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). S. All 'wood to remain in placed concrete shall be treated wood. 6- Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance, of the jurisdiction. No permit presuming to give authority Co violate or cancel the provisions of this code shall be valid Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work' will be inspected by that agency (248-6630). 8 There' shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 9. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These ,documents are to be maintained and avail- Status: ISSUED Applied: 06/01/2000 Issued: 08/23/2000 able until final inspection approval is granted. 10. *** PUBLIC WORKS Temporary erosion ,control measures shall be implemented as the first or of, business to prevent sedimentation off- site or into existing storm drainage facilities . 11. 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. Contractor shall notify Public Works Utility Inspector at 206-433-0179 of commencement and completion of work at least 24 hours in advance. 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 12. . .... . ■COSUAIMki0.-.iiia 1.66'404^,411,4"'s:Migallat XratkaVa+ lig4 ..:-.4.W4k4WW,12444.440.24:,14-eed,..W.A4i.zwpph, PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N-12 PIPE. 13. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. 14. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 15. 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. 16. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H: 1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY.... ALL....?6ISTURBED:AREAS OF THE" SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. . . . V•01.4.4%*144 .;.•■■!.:.ji 7 14 f...11404640. Proje t Name/Tenant: ,, 0 , J l u • 43 Value of Construction: Site r `l a ctL.4'1 , .-- . P /ate Cit S tate / Zip: `i '-� T ax Parcel Number: c(:)1a0o -0 /30 Prop rty Owner: 4t 4. .be.iio prnercf Phone: 426 3V--..5t) 3 I ?3 Streeyy��d�i e : City_ lI" 63o e ever�e)} -, W pt 5 �ZD t. Fa #: 42 S - 3 '6y- SD L-11 . Contractor : II D and to ooVel D pme4t y Phone: v'e Street Actress: City State /Zip: )117D Vt. Fax #: t , t J � � I t L� �� rC.:n IL Q yz� Phone: s�(p yl -S3 ZO Street A Street A rbss: City State /Zip: I /311 <Se 96 &1 .pllcvoe, tor 9Ibo7 Fax #: ?A -(Grit 5.1 Engineer _ - t C. r/ef 2c 4s5 dc . Phone: / ' S - / IQI -- 10 f 2 Street Address: City State /Zip: 19650 - 719''' 4 ' Ale. /l) Su , Jt se Fa #: g a6. 775 - !?,q. Contacth son: e Ar'ch ��cc s P� Phone: O Street State/Zip: Stae /Zip: a , (e., Fax #: i t Description of work to be done: f skr' v i ex) ESITCH Ix 13 la� , & 2OoO -OS t 'lifoa Type of work: II New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: a Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 4...4 Dg sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. SFPERMIT.DOC 2/13/97 CITY ■ OF TUr Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ' PLICANT`REQUEST>FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW. OF THE.FOLLOW 1. .:(Additlonatrevlews'shall be determined by the Public Works Department) , ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use in Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Size(s): 0 Fill cubic yds. Date cl acc Dat e a catioiex Application t by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM Z ~ W cc 00 U) W J = U) LL w gQ = d � w z = I- O Z I— w w 0 to 0 I— w I— H LL O Z w 0 O~ z 'BU/L'D/NG:OWNER:OR AUTHORIZED Signature: L _ / (f I Date: s. 2i! -00 Print name: - t !4 ll 1 l wo I vCi Phone: Fax #: Address: // /n-i.) n ARANC City /State /Zip: ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUS : SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARE' A REGISTERED ARCHITECT OR • ,.,FESSIONAL ENGINEER MAY BE REQUIRED BY THE BUhr:DING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -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 ". Bullding,Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer;' or, contractor licensed by the State'of Washington, a notarized letter from property owner authorizing the agent to submit this permit application and;'` obtain the' permit: will be;lrequired 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 00 w W w 2 L ? co = w z � I— O w ~ U� rn 0 I— w W I— O w z U P. I 0 z *** • *k•. k.\•*** *Ak *• *;\AA * *• *:\ *A *•A•kA ako\•!` k: lkA• k:% k: 5cA: h•A #:lol•***•:4•h•k•A•A:•k•hk:l M'k l� p 0 CITY OF TU! <WIL:A, !!A . k khk *1•k ***•kA4*;4** ** * *k:C As -:Z-s A* :+ rA*:\* kk• k **k *A•k**4:A,t.k**A•k4A:k* Amount « 1 08/2:1 /Q0 11:49, Payment Method: CHECK Mod ion DU.JARDIii DEVELOP :Chi ti: TLR Permit No .!)?000 -175 'fvpet OFL'Pliut4 DEVELOPMENT PERMIT I ecrCe1 Nct. 261200-0130 Site Address: 4242 S 137 Pt_ Total Fees: 2 „218.51 Payment, 1 ,F 1S.55 Tcta1 L.L. A Pmts: ± 15.x5., 2 5 1*,4***A**AA**14**A.*A**0*4.*****4 or 041 ance t - .00 Acrouny Code 17esr_,-ipt: ion oo.pi322. hUT'I. FRES •t)00.�3 S 0 PLAN tliECdt - UTILITY 000/ ft6.904 S'4 AI E :`0LiI1.07:NG SURCHARGE: 000,'3A2.400 INSr FEE UTILITY' 41.2, 342. 4.QQ XN; P FEE - . STORM DRAW Ooot 22�:10U 1A1•el) ALTERING PERMIT F4_F 000 /3345,830 LAND. ft. Et IMO PLAN CHECK Amour 1,654,55 20.00 4.50 15.00 15.00 72.00 :37.50 7316 08/25 9710 TOTAL' *•A * rit:VaV * k:kA * •k•k ***tka i• kA k**y V•k•k� *e4•k*l filk•kkr.•/ **do td %AA 3•A;k•k4: C1t` TUKlWILA Nth. `` •filt�HSMIT l iss4••k,S;xx- A4it•k* *.i4�k:•k.41.k 1 �- *�V*••k *r*•keV** k A�4 *htk*. ***Azt** **144V•k•k Tk(4NSMIT Number : R9800294 -(uogAn•ta A00.00 06/0 1/00 1 f'Ft'vnirrrt ',Meths d ; CHECK Notet'ioh: I)UJ`IPDIN DEVELOP It; TLD Pe;.rni1st' Mo: D200.0- •1.15. Type: Ut.VPERM DEVELOPMENT PERMIT' .Parcel No: 261200-0130 S.1te: 4242 S. 1'37_ PL Total Fees: 1.. 96 3 . Br.; 1'ht,i' P tvmt rtt 400,0'0 Tat ?1 ALL Ports: 400.00 I3 a l ;once 1,563.85 9. k A !o *.it**•k4A* xkd * , •k r5yk •kit•k****l4.* *•do** **.l i*eV1kA k:V**fir.4** AccoUrit Code Ut cr I p•r'i on Amo.un t 000 / ; ; : t.30 PL.FiN CHECK - .;::.RES 400°.00 4867 06/06 9717 TOTAL 1600.00 oT' U N Pr ject: kJ; f°.4l i ja i— / 2 Type of ection: V Ad cT � i v / Date ca g : 3 / r Sp i nst r uctions: Date wanted: Requester: Pone: J 30.',9000y INSPECT! = NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 0 $47.00 REINSPECT! at 6300 Southcenter Blv INSPECTION RECORC Retain a copy with permit Vo- 1 t1 PERMIT NO. Corrections required prior to approval. Date: V REQUIRED. Prior to inspection, fee must b paid , Suite 100. Call to schedule reinspection. Receipt No: Date: i iviu W. U O . co p co W ', co u w c Z I 0 U O W W H U : I 'U Z ' cs o'' Z Project: r . ro5f ery few Type of Inspection: ( 1 . , -. , r yv ring! Address: 4z/2 137 pl 4 . Date called: 6-- 11 - 0 1 Special instructions: Date wanted: 410 6-1 2-01 Requester: scoff Phone: 2 31 q - 2 to C C 4c ' L • AA) PPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D2000-175 • PERMIT. NO. (206)431-3670 Corrections required prior to approval. COMMENTS: g ce2t4play97 0 /7 frt (gx.7 edo r (Af,f api4 6/4/ ?(--f.t_a-AO Ureln Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • A •) 0 V■4 Matti:444tit.10.4.4tlii +V. eth."44,44.4 AVA Project: 1 �� ,,,� Tyke of Inspection: b �►�„,,, - -( Address: 1 4Z- 17 - 1 - ? P— ate call d: v l Special instructions: Dat6/A701 ant d; p.m. m. Requester. ern Cr ✓j ai /1n 'r Phone: / l? S 3 0—S� -av-t TDa 00v -» 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 ur ci Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Z�c),. 4 1 r 4 ■ 4) 4 ; 1^—LP r, ✓� .jJ w� I' J€- • U� Inspector: uldre,. irr Date: 6 /aa $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite •100. Call to schedule reinspection. Receipt No: Date: . tl�n$ I+ �, iat, ��.aSIGS..aQG:FI,.�G`a.W.�r71.tl 4 0 o 0 111 W • 0 g tl =` H Z w � O N 0 W W, H V': W • — Z Ill 0 Z , Project Address FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575.4439 av :. >:.�::.....i.a sae:. <.i.tiw.�.......wu.....W.:�:.:: h. �...,.c.....,..�.�:c.:.:w.t.•. 7177777 , 7 -s ,.r •. : � ° - ' {' � t ; : � ., �"' :��: .` ` ;j . , . a� rs;^' �`^^ rrrt f��r` � �;r. ,y 7 City of Tukwila Fire Department Name:: f 6, r:.(j !'w r. Retain current inspection _,. schedule_._,... Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Fe() rl Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. 0 M }+ — Suite '# ci - 0 I Date z D 00 mo o. W = J I- N u W Q 2 Q LL Q c = I- W Z I- O W w O • D O F- W W H 0 . O u i z O � 0 z Project: F^ _ v Type of Inspection: Address: ,, LI) co, 5, 13D called: 3/(5/o/ Special instructions: Date wanted: a.m. .11 1.9)0 I (p.m.) Requ ter: Phone! G uas - 33o - Wov4/ INSPECTION NO. Approved per applicable codes. / INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION �,►11 6300 Southcenter Blvd, #100, Tukwila, WA 9818804 • ,d if ir DZ. 111)1) - 11 5 PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: Inspector Date: (` D j 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: :t.. .:h1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: 00,1 sAea - Approved per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. Project: -v (ii.4) Address: Z 5 /3'I Special instructions: /? Date al % Date wan ed: Reques r: 6 Phon 2 - _ 7 �O 96)04/ (a.m,) p.m. (206)431 -36 Corrections required prior to approval. COMMENTS: l)v<5 CO no IPA ¥rolvn vv Cr) re( '\ l71 P(A 1 ,Pro �S ke-CGr �,nve r ra -Q.. Ca�ln I Inspector: Date: 2 ^ G 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: I Date: .�i l?wa A t s ' ° a:: ada<d+ A 41, li. i,.l. isaikRa,` � 1.4 j.l �.k�i,�'X1W.Sr I- ry D U i C.) 0 (0 10 u,w u. W O u_ N 3 ' z ! Z° LU D U 0, , 0 N; 0 I— = V : 0 z ` U N 0 H: z lei 13 TYPe us ?r i o4, (v dr pi. Date called: O 1 Special instructions: Date wanted: j 1 D / p.m. Requester: Ph owe! i f2-5 - 350 :- 16.0V COMMENTS: ' `` ` Wit 1 rSv \a`ttOY. - A raJ eC 0 V._ 4 - S r TQ .e 1 a 114 Ord L1- C) A) T Thry wa U VV\- i `t rA Im t vu Ar;, 5 kP e v ■ GI .kot • p-2_ Wr e 10 , i - r *---o.r r or \Ptr \ 'Oh 5 Inspecton i _ Date: ..3 _I 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. i . ■ l r' j l \ iYl , , F 1. L. : , REC,,il INSPECTION OR Retain a copy with permit "1 1 / / • PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: .R ? Date: i .`re a� - ,e eGnu?IM .t. - kit y.kf} k iitdoodktikWatVc r.4 u9�+i�.1T� 4 h a i�i r «, », ... es . o,? S.t�.a't5u vx�si: tii ' +sie a *wysr •- •- - _, : d» a� ith,'' srlu pia t +1. 4 ,w ` 00 t 0 rn w w O; u - Q; co 3 I- Ili I- O Z F-i W LLJ 0 — 0 W w . I-- V • z . U co ' O Z Special instructions: Type of Inspec ion: Date called: Date wanted: a.m. 3`I- Requester: Phone: l INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. ( -3670 r per applicable codes. lCorregctions required prior to approval. COMMENTS: Trk)cs. S brace 1r 1 �`� j YvSS s ac 11 v's Oar W �gh ckt — rnG " ( 3. ck Fvh, ; n . Iq hr w. sack\ IR '�•� a4ptmPIA1 Pas-\ w a.11 S004 eyt,, V"tr-k\C 'ten nn r 60k as--Ho Y1-Q 'P rc c k. Woe) be4 w -etPn °MCA Q wCtI lJ 1 4 - . i'U 1'\ S Date: 3` — $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid I Receipt No: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ptta�i�4i1n"biiu.5;;'Yai! >ot.'s U` 00 00 N W' W QQ 0 LL -J d, LLI U� 0 N: O I W W ' 0 . u U N: Project: I— , • r 0,5*e 1 V1 w x --, 1 3 Type of Inspef.ti?n: . (0 i4 Z ir1/ Address: _ 1)-1-"P S 1 -- 1 11 Date called: 6 ... . -- 1: Special instructions: Date wanted: 1 a.rri . Requester: 00 Vsl Phone: INSPECTION NO. INSPECTION RECOR 1 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 .000 - q751 . PERMIT NO. (206)431-3670 pproved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Gt rpfnwed • ■ Loa t h 1 - prr Ved'i TQIWL Date: •••._ \ 0 \ 1 $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: ; • 14 ,P,J44. qt"2- . +4 1,4 . •-ez V": 4.4:44444 tI Pro'ect: rr�� T"u5 - kr U (IAA) Type ofJ nspection: Y< 7 h�ry / dress: yt q /L. 5. / 9 P Date called: ,-7/2v(o/ pecial instructions: . Date wanted: a.m. Requester: Phone elZs 33° 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 ZW U-J'7 5 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required•prior to approval. COMMENTS: i tk J_ e1 Date 7 y / $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: fiCeJia `44446.0i "k�.ia� , :i(}i.f 4o .i. dY,J INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' j (206)431 -367 Project: �vsry Address: �( ZLIZ. 5, t"Vi PI. Special instructions: I I 1 2db) -I PERMIT NO Type of Inspection: 1 11u1\ V Date called. a /,5/o / Date wd eed: c /Ut Re nester: Phone: YZS - 330 %O y 0 Approved per applicable codes. pK Corrections required prior to approval. COMMENTS:) 5 5 •C^ lit P! l! / 1, l�/if l/( J— f � ✓ $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t ',Iv 4 '" ''hoiYnr'.u` - , ;,t3, °dTRiii vxa.cc�l'N'�s+ tx Q' W W N LL; W O gQ I- W g. iu 0— O 1- u. u z ' U N '; O PERMIT NO. Project: 1725iei Address: q 5. 1 37 `7y/ Special instructions: Date .fled: Date ante ' : / � o ' / .m. p.m. Regiester: r rb , Phone: VC /25 - 33o ay Approved per applicable codes. (206)431 -3 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rins.ection. Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: ulcer' crku/ 'Walt INSPECTION RECORD Retain a copy with permit c 1e :' . r agel ?t ar4rr/l4,0 s.i... •ybp., .40Lvii)"a • Cs. YnYk..I.10:4 , .AV k(1'EY(iv Project: �S r. V U `it- I Ty of In (.� .9x f,'Y► 6N j� uw, L/R L Address: q 0 3. i 3ri•'N pt Datl r l (0 I Special instructions: Datg wante : 1'� `��� 4 a.m. p .m r Req ester: r, t„ (C_o`E) n Pho U . ct&DY INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e(Yl L c,vr GV4 (S I '' C 4 P too 1 0) 0661 k Li" d4a 3.) .Cinor x rc4 .p .- 3 ( a )0.4 t 1s - \C4 t �a �� t' r\ r w -ev -- r v \ ■ tsii& i ,,P s' Y\G {fir` 011PS r ►- teN 1 . .f 1 or s-1 y �y7$ ra Inspectorlq; 09 r Date: 0 I ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection. Receipt No: .1F-'17�ilfIJr65G.ih f,�' r ...N, e.,..2 :ti ' ' 1t�it 6GCdL�1 y - h . gR'!f+af . 3h: n:.: iaisi.aai�ia«54yiiotlL..��3n:•a �..it,.yti� Wte«?< wityi�� #R'+.E.r.rt +,s !Volt W '; re 2 II U G ' co LL W =1 ! I— O w U W. o- O u j ? I tL ui co co o Project: _Type of Inspection: Address: ( -12.34-7_, S.13n` ?l . Date called: 116 16') Special instructions: -Girt I D e anted: I�` • e Ice a.m. [5:m) Requester: lab y Phone: ,?10 - 3/9-5?? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2 5c - pproved per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 'H'V\UY S Pur' (AJCj he \ \ i v‘t oa p ,P 0 $47.00 REINSPECTION FEE REfititRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 101. Call to schedule reinspection. Receipt No: Date: ' 1 a1 'i��.� . �.' i�4 '1ls.WnvwA�]...i/�,?✓,��(./�' F � 'r'.Y.4 � :v��4 �K"�.."5"k�1.y.:�i i�T:?.��.���.I 1 ,�wl4 ia, ntih"..' b0.v4r) F: r.. �.;<•{ S,.: tJ�Swlt,. a ".rliii4a.4.iut��'1�ak}sL'! -' aJ.l�:�ssa.a3 -. ^.`. -•l vS�: Sirr�vt�rg3�P- �' d4 SJ.'. riJ41. r4., 11lkl r. Y' iU` W, �y i� '.a�Ytnr4�2NJ•s4��:'auD..F�,Sl eta :•.s�w..d *u�.Ni>nx. +.wW. «t�.�:. Project: MS4e/► V 1 e(A) l T -1-- N NI Io Cl t (1i Addre s: �/� t izc1a S. 131'4 Date c IJd: ry_ 00 9 2 O Special instructions: Date wanted UCH m, Requester: i P , g6a)3)45? - ^ 10 INSPECTIO N RECO b2000._ T I Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Date: /1/1A. 1� q� 00 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Inspector. Receipt No: N (206)431 -3670 ' , .1! Y ,lwAtraa 641.04, :97tas brrn:7 x: twaiata r: tars; lfd.+rrt2.nla f�SS::�cr�4GUCia�+n4Rt x,... u , ;i[swi.ar;:� Prat Type of Inspection: Address: 424-2 -- S /3 7 -- Date called: --- Special instructions: Date wa e a.m. Request . .O77 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECOR Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: /,<.(77.e . e Ins r: 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: td: 1Y. L A � W N u `; Lu co 3 LL Q; W Z W 2 Dl O BE W O . w V N 0 � Approved per applicable codes. INSPECTION RECORD - � !� Retain a copy with permit PERMIT NO. 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION � (206)431 -3670 6300 Southcenter Blvd, #100, Tukwila, WA 9818 : ��� Ad�lres_s:. l . )3') Special instructions: T'ofpec� tom' t Date called: ` a.m ( p.m. Date ante Re qu stern , Phone: lkZ 19 -1'1.� Corrections required prior to approval. COMMENTS: I lnspector Q D 3 Date: 1 ` 040 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: ra'kinJ+ ui�'vf4Ydiiti:i,G%.1iY, Yu.ter.7rt Z'. W Q ! W W N LL W O g Q ' N 0 ' W W; 2 Di D O. !O N 0 H' WW LL 5: ii z' Z INSPECTION NO. Pre SCt: Address: St- 4sJ tokA Special instructions: iAr Approved per applicable codes. a COMMENTS: Inspector: Receipt No: 0 ..rl INSPECTION RECOR I � 30 - 171"0 Retain a copy with permit l CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date called: 0 it) 5.( t O Date wanted:. a.m.. 0/140/d p.m. Requester: 5 �_Olt/ T M_r oi Type of Inspection: s Phone: PERMIT NO. corrections required prior to approval. t lat<0J0 04 0 ]� t^� " � t 1 U1/4OY n 4�J �� 5, ICJ r� CtrA -imm \ e. 0_02) - A 414 N , e • ( I Date: E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: ttel 1 sMV r n:41,4 «U,cul:L'i' .11 -�b 4f�44 bdi3� ;.3.QF.'iw%ilit7L�+v1+�G'aYr±$, +sdu.aivno i... _ 4 41 .# SV'. kb' G; �e..,. n.ank;.:b�r'r�nt;5�:wa. 0,15 ..s,:: Project:T,ype Fo+ep W V - I s Lof in -O of Inspection• . C 1 flOI I n A ddress : 7 4 3r7 J nn l Date called: try - D4- __ Special instructions: S iQ.tE IMDE'I')I Date wanted: aLl. -- Requester: ., /I-- Phone: --713-1 -41 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4«4 c% 40,0, ?Cop 4t1 c-' rte( rte. r I lnspector: AstieM / E $47.00 REINSPECTION FEE R UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: I Receipt No: • '•r,�..`1 +' -�� . 'L. ' ° .c�..xA7SlirL+ ;4.0 41',Nt wdu !Y .'+N'.'m +d: a�+,u`,nclint*inkt varix vS4i1V.t , •; Project: f. r� 5-Fc r v t eu.> LL 1 Type of Inspection: FL. l . . " C A ( L + 1 C . r., lA.)ct i `„ Address: L 2-LI e), , 13'1 ` PL._ Date called: 1 c s, —5 u to Special instructions: 7 �.� �-t.0r hc�tt.uear\ l h_ t . ul d j t L_e �.t.) ,i it t- .; L CC r ' NC IL) s +. ,,, r t, S'•.• --1/4c r,--c *r "-Os -1Y c�'i"' ._c d it ' %V a- -f ■xcc U('"VZic Rt,Jc , Date wanted: 1 L _ (c _pc a.m. Requester: . Act c-wn Phone: r i'"�r� 4 — '" t — "11 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: \ ryQ LOci �� 5 tf1+3 i�' r'�4'e'tar+``L.. d3:a :ati:r: INSPECTION RECOR Retain a copy with permit a � A1br 1)z c- t o 0 Corrections required prior to approval. Date: PERMIT NO. (206)431 = 3670 $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: ".W*1wlti ddY ..'';1:Y41! '��3d1 6i�rfLN li7L 1. �Y. atCSP 'JiUlekr,�Y.,lw'ilSitwYrrAX.f ti ;lllu.lr Jt.id..C:1 <f AP.. M1. Ao∎A.i Pr ject y, Type of Inspection Address: 4- 12 1 -1 2- 5 ��7 -Pt- D ate called: Date l 5-00 Special instructions: Date wanted: a.m. 9 ~ 2b' 00 c'pm'1 Requester: , Phone: I/2-5- . t16 - 71 g 1 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 Corrections required prior to approval. COMMENTS: i $47.00 REINSPECTION FEE REQUIRED. Prior t9 inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: AW.A, ' �a' irt�¢: �` �. �' d;' �b` ata�.; �" �t� ,wic���,S�.rx�s..��tt'a��+�:a:: + a�• a«: ar. �..,. u:` kra. !:r <.:1:�a,H.�ti'tr'....,.d,�:lfi +iii! 1 i r . a.,w., . a.. o,. wi3u�. Jr.. cuYrv; �lr .c4�:si;;i;:�a..aww4b.:.S',�. der. a�: l 's+u�sW;r'sauxi.;+oi'rF.+C33i'i bra ;t tUkutr a mu 'ra i . ` rrd� u 9 ti Pro (A, VIA Type of Inspection: Address: Date called: / (/ Special instructions: 'Lot— 13 Date wanted: , jf ,,,,/ a.m. p.m. RequesSL (- a /lf 1. . C 6 Phone: INSPECTION NO. CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to'approval l i COMMENTS: II gei, « at F7 -2A (d f22_41 ihtipaAt ci-rut,Lettitx4 Inspector: Date: a i� 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, a must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i Yktii•r3ts'dtiCl M aiLS.;xd3e ri 3'�';v�x.irrhPlak.,+ *.•. � U 0 ; to 0 co W w • 0 = tL Z 0; Z H. LU U 0 co 0 =V II 0 ' w Z -_ 0 ~' z Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 13 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Our services on the project consisted of observation and testing of the following: Structural fill placement and compaction • Retaining wall installation • Foundation subgrades • Garage and basement floor subgrades • Footing and retaining wall subsurface drainage 1� iboo -115- September 21, 2001 Project No. T- 1515 -2 R ILA CITY OF on 10 oo PERMIT CENTER Reference: Plan Review, Fosterview Estates, Lot 13, Terra Associates, Inc., dated May 26, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 13 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 13 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed copies of our excavation examination memos delineating the foundation subgrade conditions noted during our site visits. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 - 4334 • terra@terra- associates.com re 7 U (.) 0 co fn ui 9 W 0 . g -J. ur ' Z , I- 0 Z I- ▪ tu O i • co A H; • - t .. z C..) ( ': P 0 Z : II Mr. Bill Fowler September 21, 2001 This work was performed and this letter was prepared specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. s Awael '10 101 awes 12/9/0i c1: FootmgEneavalion Examination Reports (2) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 Dujardin Development Gary Burustead Project Manager PO Box 1059 Snohomish, WA 98291 RE: Fosterview Estates Site retaining wall between buildings Lots 13, 14, 15 Job # OO 1 , OO i , 00 +3 Dear Gary, I/ i' ; 111 1 r i it 11 1: 1 ti 1' c' , It , RECEIVED MAR —7 2001 BUILDING DEPARTMENT March 6, 2001 Per our phone conversation this morning this letter is being written to provide documentation for the substitution of the detail called out on the site plans for the above three referenced lots. Our understanding is that the actual site conditions wiry slightly from the designed drawings with respect to the topography between the buildings. Our office has worked closely with you and the geotechnical engineer to ensure that the slopes required by the geotechnical engineer are strictly adhered to. In order to maintain these slopes between lots 13 and 14, and between lots 14 and 15, we must substitute the type of site retaining wall referenced. Between lots 13 and 14, we need to change the detail from detail 2 on sheet P8 to detail 10 on P8. Between lots 14 and 15 we need to change the site retaining wall from the lowest downhill site retaining wall from detail 10 on sheet P8, to detail 11 on sheet PS. The other two uphill retaining walls are fine as noted. Please be advised that although the details on sheet P8 referenced a foundation detail they are also acceptable for the site retaining wall details. Simply do not install the anchor bolt or mud fill. Also, the site walls should have footing drains surrounded by well draining material as called out and approved on the permit set of drawings. These drain lines should be installed on the uphill side of the wall. These walls should be inspected and included in the geotechnical site- specific reports. 14311 ST 1 rFi Street . 3efretiue, WA 98007 1.800.888.4527. (425)642.5320 , j (425)642.5318 www. ka mepra ns.corn ce: Dujardin CO301_02rosterview A35 clips.doc Should you have any questions or comments, please do not hesitate to call. Sincerely, John Kappler, Architect Kappler Architects P.S. Please provide this letter as substantiation that our office has been involved in the substitution process. NOTES: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3- g - 0 / PROJECT NO /S /S' 2. PROJECT NAME: F657 - r g / 2= A) CONTRACTOR: LA74P41N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ff <;7 i e 9'7N(- ,f eff45 ,1R.6 50/7425c.0 - D(26 e-r IW /L A /n/G f .c, 44 S. Y 2 5L atrer tF 5'74-,t1101 Ad G c Zii? ore L.cx) S }- rpf I X17 S vL 1C) /9 R 6 P�c� 77�v� ofreC4 PL Ace arc i Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened s• -. ,.. �• ■u ■►•uu�•r��..,_ . s due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE eeNII Xitr3c L TERRA ASSOCIATES REPRESENTATIVE Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777, • Fax (425) 821 -4334 TERRA ASSOCIATES, Inc. PROJECT LOCATION. /UrCCJ /CLA REPRESENTATIVE. Cr ! HOOrO) COPY TO: �i2LO� 7e rr vtl `Rl'TE" S ,.. z re 2 w 00 fn W W J w o' LLQ I— W Z = —. Z O t— 11.1 ul 2p U 0 I- w w I— H O .. H I.. 0 z FOOTING EXCAVATION FIELD CONDITIONS NOTED 3 R ' t i N / A / 6 1 4 o z . . 4. F t 0.1 ' - / / V 6S • / ,77NG CAlc i e, G'Xcaty tD rile NORTH Co" ICRS /nt70 Co»-►, 4c7Z 57720c7iiRkt. 1 7Zt) L°r/ ` of LOT /' • /$- LO ra_L ro / ! /G , 4 M e- 7z 7 ex T t2FcYC 114-me i4 exP.cz- / /q . rrr int,iAY K)ri[.vn/ 77' , 7''O soPPeR7- . 700O exAtAidvU, itousE - clv- v64 N c4-47..-1.-S. Psi L0.175 5 .. Poo 77 N G 4 1.1.23K-6" • P'f/ o1 441/6 KCi\t- Yliz,)i vG . / \ NOTES: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3- g - 0 / PROJECT NO /S /S' 2. PROJECT NAME: F657 - r g / 2= A) CONTRACTOR: LA74P41N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ff <;7 i e 9'7N(- ,f eff45 ,1R.6 50/7425c.0 - D(26 e-r IW /L A /n/G f .c, 44 S. Y 2 5L atrer tF 5'74-,t1101 Ad G c Zii? ore L.cx) S }- rpf I X17 S vL 1C) /9 R 6 P�c� 77�v� ofreC4 PL Ace arc i Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened s• -. ,.. �• ■u ■►•uu�•r��..,_ . s due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE eeNII Xitr3c L TERRA ASSOCIATES REPRESENTATIVE Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777, • Fax (425) 821 -4334 TERRA ASSOCIATES, Inc. PROJECT LOCATION. /UrCCJ /CLA REPRESENTATIVE. Cr ! HOOrO) COPY TO: �i2LO� 7e rr vtl `Rl'TE" S ,.. z re 2 w 00 fn W W J w o' LLQ I— W Z = —. Z O t— 11.1 ul 2p U 0 I- w w I— H O .. H I.. 0 z 1 !! Dujardin Development Gary Bumstead Project Manager PO Box 1059 Snohomish, WA 98291 RE: A35 clips not needed at overlapped plywood shear walls. Dear Gary, S incey, ili /4, enn S. er, chttect Kappler Architects F.S. CC: Dujardin EP • i 0 11 1' i 0 iv, Ii 0 III . tit II It t N ,1 !' I' fi '' . February 28, 2001 The A -35 clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common member at the plywood edges and then back into the adjacent plywood diaphragm. Therefore there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these 'conditions. If you have any questions regarding this matter, please don't hesitate to call. 14311 SE 16rfi Street . Bellevue, WA 96007 1.500,688.4517 . (425)6641.532 ..fax: (425)641.5318 'b% .kayvCer(wnteyians,com GSS NOTES: i 3/4' =1' -0' � - + T1'P. EXTERIOR WALL CONSTRUCTION IUITFJ WALL SNEATWMG PER 3C4EDULE TOP PLATE NAILING PER SWEARUUALL SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL 9CNEAULE 10 d • 6' et. PLYWD. TO RIM JOIST JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON MEMBER FER SCUEDULE. TTP. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS Kappler Architect P.S. iron SE ism St Wawa, Waer,rgton 98007 (425) 541-5320 " Fax (425) 641-5313 17610- 06100 -02 17610 - 06100- 02_TJI 2 -13 -01 Gary Bumstead Construction Manager Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Fosterview Estates Lot 13 Dear Gary, Sinceel J ` ) J ' ohn Kappler JitiLER, cc: Dave Larson, City of Tukwila RECEIVE NOV 0 6 2000 COMMUNITY DEVELOPMENT 11: i cs.; T T - I ) l J 0 l 1 1 . C 0 1 1 1 0 1 .' r i 1 1 o i l l i pi t l f l I I 1 1 1 t i I' i s 11 I" i t MtaZ000 November 3, 2000 71':7, • .c �� EZ:r � Er. D _ "IC Per our phone conversation I understand that on Lot 13 we moved the lower floor window from one sidewall to the other sidewall of the house. I further understand that the Inspector has requested a letter stating that this relocation of a window is acceptable and meets with the conditions of the calculations for Lateral Resistivity on the plan. Please understand that on the lower floor most of the loads are transferred on the sidewalls into the concrete walls. The loads imposed into the wood walls are lower than the allowable resistivity therefore it is not an issue to relocate this window. Please provide this letter to substantiate that I have reviewed this condition. If you have any questions or comments, please do not hesitate to call. 14311 SE 16th Street .'Belle''lre, WA ')S007 1.S00.SSS.4517. (425)641.5320 .fix: (425)641.5315 www.kap_p(er•horncylarls.coin rn w ', w g3 (_ d : Z Z I— w w n U O O N CI ww V ; L o a/ z : U N z 11/07/2000 10:57 FAX 425 821 I TERRA ASSOCIATES .Sincerely y • TERRA. , • •Anil Eutail Principal BKIAB:ae cb: • • ).•••••••■• ...07Ntiyyvin . ., . itl:', ' 1 I TERRA ASSOCIATES Ic . , • ,r,. 4, ;•,..----:,,.. . Consultants in GeoteChnical Engineering, Geology , • 1. ..:•1..,-' and ' • . • Environmental Erth Sciences , • ' ;11 • ;CE Pliart. . 0,3 MA7,41: • • Mr. Gary Buhistead • Dujardin aeveloprnent • •• • P.O.. Box 1059' • Snoliornish,'•Washington 98291 • Subject: Footing Drains FostervieW Estate's Tnkwila Washihgton , Dear Mr. Bumstead: . . . . . . , . . . ' . • This letteisumnaarizes.Our discussions regarding the 6xterior Thoting drains for the residences to be construct C'el at . --7 the Fostervi piv hi onr•bpi7.1i.:-.A, X drains may •cC.Insist of the fnl.lowin5;•_......._.„,...„.. ... ., ...,, .. ,. • , • • A•four-inClaperfOr PVC drainpipe shouldbe placed alongside the base of the exterior footingt.' • • . •• The drain should then be covered with at.1eisi,18 inche's of.pea,grayor •onc-inch minus washed rock ' a strip of separation fabric plaCed over the tdi.. • . , ,. . . . • On the downhill side of building's, thedepth of washed rock may be reducedto 12.inches. • - . . . . . • . The pipe should. be sloped to promote positive flow to the downhill point where it will be transported ' • ' ... • away from the stricture, We understand the:prOject drawings show a fony-perbeni slope. • this slope is • not necessary to promotellow. . . . . . . • .. „ , • • • • • ' . •• . • . • . • • We trust the .informa,tion•presented is sufficient for your 'current needs. If .you have any questions Or requite . • additional info • • chitects • Li.464:6 0 .4r . . • , .1 November 7, 20 • Project No, T • • • RECENft) CITY OF TUKWILA' NOV - 8 200o• PERMIT CENTER . 1252•WillOws•Road, Suite 101, Kirkland, Washington 98034 • Pholie.(425) 821-777 • Fax (425) 821-4384 • terradterra . • TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED SEPTEMCtER 6, 2000 PROJECT NO. l S ^z. PROJECT NAME: Fosreluir_,a CONTRACTOR: b TArto1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: R•5fO I/Parl COn/ O4 - 11On1.5 Lor tt13 PROJECT LOCATION. TIM -14 tik REPRESENTATIVE• C2Art4 (30 el s T6A 65 'ToOA1 ITS - TfAn-As OP/„JIOC...7 %l-f-A T TR F_ SO GG rz.ADE C.DNO T1 ,,,as b X Pos Eo 1/,) 'THE- Fo .nN(�, a OF L,r t" 1 Art-F— Aor G1,AiF r'Jr•-- 2 000 PS A G CAv4 , r7 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. A7- SIGNATURE ( `I5 -77 P � /,lltQJO TERRA ASSOCIATES REPRESENTATIVE COPY TO: 6 A")/ /7 6-) ' FOOTING EXCAVATION _ FIELD CONDITIONS NOTED Bea AN/ AT1On) Fort.. row./ ,,,u SOILS EXPO 5e0 ARE DE.JSE rO R. S INGED FAMIL RESi nfMc6 14ATNE SOILS ANO Com P;AcrE O Ret.- /C. LF_ (.. -»iG2 A Loose f r- - I - O (3 6. � 0,10./fn r2 FUO•r1„JG Su(36tino#C RI- on_ -rc , Raja. TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED SEPTEMCtER 6, 2000 PROJECT NO. l S ^z. PROJECT NAME: Fosreluir_,a CONTRACTOR: b TArto1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: R•5fO I/Parl COn/ O4 - 11On1.5 Lor tt13 PROJECT LOCATION. TIM -14 tik REPRESENTATIVE• C2Art4 (30 el s T6A 65 'ToOA1 ITS - TfAn-As OP/„JIOC...7 %l-f-A T TR F_ SO GG rz.ADE C.DNO T1 ,,,as b X Pos Eo 1/,) 'THE- Fo .nN(�, a OF L,r t" 1 Art-F— Aor G1,AiF r'Jr•-- 2 000 PS A G CAv4 , r7 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. A7- SIGNATURE ( `I5 -77 P � /,lltQJO TERRA ASSOCIATES REPRESENTATIVE COPY TO: 6 A")/ /7 6-) Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: kAPP ER ARC August 18, 2000 Should you have any questions or comments, please do not hesitate to call. your C o ni p l b t e home p l a n n i n8 r e s o u r c e S rely, I EC • y RECEIVED CITY OF TUKWILA AUG 2 1 2000 This letter is to request a substitution specified in our drawings. Our drawings callout in the garage and basement concrete flatwork, 6X6 welded wire fabric. We feel that substituting this welded wire fabric._ with fiberglass fibers will .. provide a superior product. We would therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. PERMI I l clvi tK RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. I would appreciate your consideration in the above matters and look forward to your response. •J• on 1 , •• <. sk:..,.vltz Cw.+∎••••k '!X, • John Kappler President / n f C. ( 7 tat /:e;,! iv Je'ii i kaPp /r r 011 5 /,:yh .f r_ ?::kr4 ,, ' 11 1 !L =i r i I--q`( 40:' 1 � r � ,,;.J? t 11' YO(1I� co ?heir? I�1 �,�• �:�` , c tJY 1- t,khe �:J'rt ,r 1 i L ? 1' �' ;,� ? r }� 1 f � 11 SLc 15 �I Ur 2 II .L'711 71c; f. S 1 )tc 0,1) .0- S ILb, 4-. I�u'111'1 C: LI. IL' I CG.I.: cl5 C Qp l ( (v.) c s kec h ClU h )' L I ‘ 1 .1 Y ' / /z.t Chi-Z9! ? . .1t V Li P l l5 fU9�'iC' � �1 � 1 ' J ly I ' � C 1 1' 1 j I '- G l r id lie C LI /Cl p((1 p k1F (4 14311 SE 16th Street. .'Beffevue, 'WA 98007 1.800.888.4517 • (425)641.5320 . fax: (425)641.5318 www.kappCerfomeplans.com II LL Qs 1- w z 1-o Z 1— n 0 O N 0 I— w Z 0 I— z t July 26, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER t#1 Development Permit Application Number D2000 -175 Fosterview Estates — Lot 413 4242 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the sane time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Wyk Brenda Holt Permit Coordinator encl xc: File No. D2000 -175 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206. 431 -3665 PUBLIC W vRKS PROJECT REVIEW COMMENTS Project Name: r £5Z471r5 Location: L(//S /3 1 /4 AND /7 File#: D 2IXJO/75, D20OO/7, b2XO./77 Action: DEN /ED Date: Z 25.tO • Reviewed By: JOANNA 6PGNcit (z&43 -V/ If PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN OVERLAY PROGRAM MISC. STUDIES RFA WD 125 PW STANDARDS PRE -APP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS P/ease ois€e lot i - /arcs rnee6 . wi,t. P, Show U,ai'hior4 tLa'nJi dies �o,- 41204- /ot L (;(4. r.tis a uJ at- ya/rris 01 pt. )L,Lf rifi445 5/WtJ "" e 1 i s ,tiGO/red— PLANNING DIVISION COMMENTS DATE: June 6, 2000 PROJECT NAME: Lot 13 Building Permit PLAN CHECK NO.: D2000 -174 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The fireplace intrudes into the side yard setback. Please revise to meet setbacks. C: \Nova's files \FSTRVIEW\LOT2REVISION.DOC Reference:. Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Mr. Bill Fowler Dujardin Development. Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 13 Tukwila, Washington Dear Mr. Fowler: • As requested, we reviewed architectural plans prepared for Lot 13 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. Proiect Description We reviewed the following plans: ' TERRA ASSOCIATES, Inc. • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.2, Architectural Plan • Sheet P6.4, Site Section for Lot 13 t Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences May 26, 2000 Project No. T- 1515 -2 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate a three -story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 150. The daylight basement level will be at approximate Elev. 138. The basement will be constructed with a slab -on -grade flood To achieve the planned finish grades, it is anticipated that temporary excavations of up to 12 feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be - required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be backfilled. In some areas, a Keystone wall or concrete retaining wall may need to be constructed to aid in maintaining finish grades. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 ehiApp„.a2 821 -7777 • Fax 42( 5) 821,013.4 . • terraa.tprrarasspciale5,cQrn ., ., . „ w ; 8 v co o co u . w 0 g Q Ana 1- O Z al 3 CI co O I- 11J W L z w =co O z Mr. Bill Fowler May 26, 2000 Excavations and Earthwork 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. The site plan indicates that temporary excavations of up to 12 feet may be required to construct the foundation for the lower level of the residence. It is expected that the excavation will be made through previously placed recycled concrete and native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site, be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Minor Keystone, and/or concrete walls may be required to accommodate grade differences on slopes adjacent to the houses. These walls should be designed to support the pressures given below for retaining walls. Rockeries 'should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Foundations . The foundation excavation on this lot may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing'soils become disturbed, they . should be overexcavated and replaced by materials, such as 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 - 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 (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per square foot (psf) should be added for restrained conditions. A uniform pressure of 60 psf should also be added for basement walls adjacent to the driveway and_garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures_acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The flipper 18 inches of foundation penetration should be neglected in the passive pressure computation. Project No. T-1515-2 Page No. 2 , t A .. Mr. Bill Fowler May 26, 2000 A representative of Terra Associates, Inc. should observe verify that the site conditions are as anticipated. We trust the' information presented is sufficient for your current needs. additional information, please call. Sincerely yours, TERRA ASSOCIATES," INC. /a Costa Philippides Engineer Anil Butail, P.E. Principal CP /AB:ko, cc: Mr. Jo , P.S. excavations, backfilling, and foundation subgrades to . r If you have any questions or require Project No. T- 1515 -2 • Page No. 3 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 JAMIESON CONSULTING Consulting Engineering & Praject Management JOB NC. 2.0 rat Sy Vj Z 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1 ' ^5) 803.2581 • FAX (425) 803.3289 OAT: SHEET NO.. I CF 8 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf 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 INPUT NAME OUTPUT UNITS COMMENT TYPICAL CANTILEVERED RETAINING WALL 4.67 a - 50 w4 0.67 w 0.67 t 0.67 toe 0.67 heel H 5,34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 ft ft ft ft ft # - ft # - ft # - ft # # ft ft ft ft - c' Z500 F51 =.5zO 110K d=4" 7�I /b "o. c, C � Foora& spAk5 hoe,z. 11 416" 3 ,D3(7 Air /4 Lime 14.1(1 2 4 = 21 JOE NAME FO✓ : (ECM ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 #1 ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force # Net 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 4 S 5 e' I (?&O (Z� #4 TDP (ll ((I (I It 4 egirz (41 waz 4jsi6' (3) #4 coil i J . ---) • J CONSUL'T Consulting Engineering &Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS 35 EFP # / ft3 0.267 Cf 5,33 a 50 w4 0.67 w 0.67 t Q.50 toe 1.33 heel H 6,00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft ./= Z500 =4O KS/ l 'lu=1 AIM) 5T EL el/lete 5PA/V die 5G1D/b A o.¢ /A) 23 �� M zo. Zo� (lz) Z-414t/r. I, 7(,/e� JOB NAME./ r &W JOB NO. 20 le,' 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3`'G4.2 BY Y41 Z' SHEET NO. Or 2116. t o uj U SA 0 r` • ' CU L a U • 0' t A w z 0 H-' z JC JAMIESON CONSULTING Consulting Engineering & Protect Management `301 KIRKLAND AVE STE B4 • KIRKLAND WA 98033 r' "s) 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 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 25G2, pI -4o 41 lulu= 3,67/ d A= 0,3/A pi %L" lb ' or c. 114p 1,5744' //=4.75/ I 51,1,//U&' rOorNG S 44) 1./0, z0N7A JOB NAME JOB NO. DATE SHEET NO. 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 Fosr7vrevi zote/ • . kW N BY 1 t a , strtio ()44 I.S. 7z- 111 OF 4s /o'D, c Me 1,''D, c 4t4 or C s) 4 cota 2)g. Toe /0 , Jr' W 2; U o co � w W ' -J N � w 0 u. N _ f— W; Z � z O' H U 0 ;O N' = W' V O Z ` ' z JC ,.901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 JAMIESON CONSULTING Consulting Engineering it Project Management 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 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft / Z5C 1 � i = K51 = C' ZK/ d = 4 0 r37lNi/ V = z,s 525' JOB NAME JOB NO. DATE SHEET NO, 4 OF 20161 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety = 1.5) 7.33 Height of earth above "base" 0.67 Wall thickness 0.67 Footing thickness 1.33 Length of toe 2.00 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 �-- Myr/Iti 5P4?15 6'OZ'Z, L =ZZ a g= 4,4- b - 8" 42" / 4 / 2 " C 3 ) 4 4 -?` 3 Tug 1 I4 • • 8 BY ^AJ 4fr6.c idJe.6`tonc. 4 x 3 -p'► -rr .-lZ "Or c , (7) 4 cav r • JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 r' ^5) 803-2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 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 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1,787 643 800 343 3.08 2.41 1.71 c � 2500 751 1 / 40 xs/ lik= 5 4" ,4= a 37/AI 4 Lf/ irorC , / /N'D L Foe -4-s \), # - ft # - ft # - ft ft ft ft JOB NAME T1. ,='V IEW JOB NO. ZO 'et BY -- BY DATE SHEET NO., 7 OF Z rl g e" 5/PAD (Z> TOP "cc. Tz It z oo 111 uj 2 00 ON w H 0 _ c cn= O p z ,. ' C JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a W toe heel H 10,00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 = 245' = 4, z5 " OUTPUT UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft RA' :Z / 4' 4 // Or G► , # - ft # - ft # - ft ft ft ft 7L 2500 p1 4 = 40 Ks( ¢ (O Ks/ . 5 9,92 d= 6,t 4 =D,4-/ 5 G2 ( G e g o,c, JOB NAME _ / . v IE JOB NO. zo / e/ DATE COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X Is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing o " 3 SHEET NO. ea OF (z4rop (UE(1( 111 oc- j G? 00 Gg „ orc, l tr ��4XZJQ Gl(o "orC, & COW t �l ,t "' l N 2'3 8 l -3 �w U co g cn w N U. w O' 2 co � n ON o w ui O ui z N s H = O 1 J.0 JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' ^5) 803.2581 • FAX (425) 803 -3289 u CANTILEVERED RETAINING WALL W/ BASE SLAB 't ! INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H • 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overturning moment (2)4 4 TOP Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 # Total weight on footing w1 1800 # Soil weight on heel (1 2� pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft = K( *5 7z''' dig// 43= .53tit/7 ' , - &" rC, f //VD �! l J - dca t2'O,C, e" btu 3,54-' f vx, JOB NAME FC5l Q ��, VIEW JOB NO. zo / ett BY 6. 7,4 DATE SHEET N0._7 OF N Z // • • • /1- -le /0 //-3 vnM£ HAVItIC*C 9� -...{ j {f A��'MXIIWFT ppfpv PT)Mnni5Varee tvp-wNpP�vIMM!KM JC JAMIESON CONSULTING Consulting Engineering & Project Management e 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB 81?8 4 and 50 psf vehicle surcharge o At= 23.3"/ B = 0,74 /AlZ. 45&.5-do,c, F /ND # doe 4S/o u - 5 3l k/ &i'/o" INPUT 35 12 0,83 0,83 3,33 1.83 -z Ps/ NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft ft ft ft Ih r 5 t JOB NAME JOB NO. DATE SHEET NO—B__ OF ,5_ COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is In mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 Dcf) Weight of wall Weight of footing Ors V ?EW Zd /SI BY 'DJ z 3/ _ 4 » N T5 (d • V. 1Z- 111 ,t d44 • 67 1/ Z&O C llorC, 4x 3 0 " Via c, g4 coicir • /0 , t •)r. HO" Nr5 gg � w al � w z � 1– O z l- IIJ U • u O N 0 H w : r • = Z N ` O z jC INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 7.33 50 0.67 0.67 .0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP 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 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 2522 ,sr 'O kS /4=3,9 a" 45= 0,3/4/y 4sito,c, F/,/tiz). #40//birci, /14= /99 /1=6,75` At 'U 7 514D/N& fW774I SPAS WoZ/z. 4 %r ©r PA s/ vE JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment (Z � � r� n Total weight on footing Ultimate moment for concrete desi Soil weight on heel (120 pcf) Weight of wall Weight of footing O tt Ng • 3 • BY SHEET NO. OF got Mb JC • 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 INPUT 35 0.267 / zO2 ' _ i si - 76s' ,45= 0.47 ? / 4 e 5 "Orc, M 'V „ pg 4vo'o, c1 = 3,17 /= 7s ' 4)0 T SLO NG FctcT /AlG SPA -i% Ioiz NET ct Ph EVE. JAMIESON CONSULTING Consulting Engineering & Project Management 9.17 50 0.67 0.83 -1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu 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 JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3''C SHEET NO. OF It l?&O (2� 11FflIT :=((( II & /0 I k d=t-L_&5 - caw BY BY 3 L8 "(Airs 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 11.17 62 0.83 0.83 1.50 4,67 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 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 0 5 0 9 7 / 44s/ ('O 0 , 045) M /3433g' d= Sit 4-- ®-4l inl L #>� 5 c 9'0. C. ((, 2.6o) A I D ' ( ' Foz 4 &9q0,6 ij 14t7' ft =775 7 ID 41 s -(M)J % T /4I 3P44 /rz(z, td,( Nor tF 7711 e( 3CCg 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 log ii 0 (2);Etel- TOP 1111 =111 `(1( 1 f 4.4.L8`OrC, riVz #4c - 9 s #5 9b (s) 4-coJr 4 (Nr 5) r TOTAL GLAZING AREA S.F. -: ENRGYCOD.DOC 2/13/97 TOTAL CONDITIONED FLOOR AREA S.F. x 100 = CITY Oh rUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE, H -15 ACTIVITY #: NO MANUFACTURER FRAME MATERIAL MODEL # A3 SIZE TOTAL GLAZING AREA 44 (a dd entire column) U -VALUE AREA S.F. PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ `Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed 0 Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY ( Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, . exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. t4!fl.. ValettRt PE1Ai: b'( Mt ?!MSVitM`At4 ramNHks..v.. ...,,, wmw �vmMt: weartx! eL' q! iftPt:aifa3rur;enn+a..ru•*u.n.. H -15 ACTIVITY #: n h ' co w W O g a' ° I— W I— O Z H W U O co, 0E— W W 1— O ui Z r— z CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* O 0 0 0 0 0 0 0 * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 . . . Ft2 lw." X70 tlti ttgr zo kt∎ l..� e , ' K.v vm "l.Kr,,c rc . . :,..mr ' S9 Sfi1 "T4'1'G'•` ?%1 """r'v;y o.iM MM.!' - +"- j ' ,..pa r...u^'w rarc :xry.'"'", M"^j" r`na '"'!"11'"!f CHAPTER 6, PRESCRIPTIVE OM IONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC`A hVU ib ove'g ra ^'b elow ?gra Ce ilin oori ,value value a ra HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I O OPT II 0 OPT III O OPT IV 0 OPT V 0 OPT VI* O OPT VII* 0 * < two stories ' The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 z w re 0 0 W O la I w • 0 �Q C 0 ° Z = I- 0 Z I— w 0S 0 H w W u_ O w z i 0~ z Project Name: Fosterview Estates Permit File No.: D2000- 115 Lot # 17 Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: Building Department Review Comments 1) Pages missing relating to site specific soil conditions and foundation elevations. Geo -tech letter refers to pages not included in plans and sheet index may not be complete. 2) Wattsun program appears to be based on total square footage of house including basement. It also lists R -19 floor insulation which would lead me to assume that the unfinished basement will also be unheated as insulation would be installed in ceiling above basement level. Wattsun program should be based on total heated area not including basement or basement wall and slab Insulation should be substituted for ceiling insulation. Show insulation in plan cross sections to clarify intent. 9 N u. W g N D w z 1- z Ht W W ; 7 p 0 H wW Z W N 0 ` ACTIVITY NUMBER D2000 -175 SITE ADDRESS PROJECT NAME: FOSTERVIEW ESTATES LOT 13 DATE: 05 -18 -01 4242 S 137TH PLACE SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 AFTER Permit Is Issued DEPARTMENTS: Building Division Wft Y -2212/ Public Works � ip ti31-f DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS RODUING: Please Route Approved V'RROUII.DOc vri CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP CJ CL Fire Prevention C�.L2 - I Structural Incomplete Structural Review Required APPROVALS OIj/CORRECTIONS: (ten days) Approved with Conditions n Gr Planning Division 14.6 S- Permit Coordinator Not Applicable DUE DATE: 05 -22-01 Comments: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 06-19 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PERMIT COORD COPY ACTIVITY NUMBER: D2000 -175 DATE: 8 -31 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 13 SITE ADDRESS: 4242 S 137 PLACE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Division WY% q -2o Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Structural Review Required u Planning Division Permit Coordinator No further Review Required n ■ DUE DATE: 9-5-2000 Not Applicable n Comments: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10-3-2000 Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -175 DATE: 8 -4 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 13 SITE ADDRESS: 4242 S 137 ST Original Plan Submittal XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Bur ,ing Division C 0 - 1400 dm P blic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: WRROUTE.DOC 5/99 Approved with Conditions n Planning Division • � ,� - $ -CO ism Permit Coordinator 1p DUE DATE: 8-8-2000 Not Applicable No further Review Required DATE: DUE DATE: 9 -5 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: z W (.) Q C N w twt = N LL w0 : LL Q ; Cl) 0 Z �! ti U 0-- 0 H: U. w ui w z 0 : O z DATE: 6 -1 -2000 ACTIVITY NUMBER: D2000 -175 PROJECT NAME: FOSTERVIEW ESTATES — LOT 13 SITE ADDRESS: 4242 S 137 PL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B}} ildin Division Public Works rU.44/pd 7 - -a) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete CORRECTION DETERMINATION: YY10.o111t.DOC L'N Incomplete TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention V Comments: Pl Division degicd. (o-4 III Permit Coordinator DUE DATE: 6-6 -2000 Not Applicable LI No further Review Required Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: cievotehim l k ( wathg 514 1- 2G -6 U DATE: DUE DATE 7 -4 -2000 DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: 6 00 N w' J w g z �'' Z � w uj U �. 0 N' i w r z ti 0 '' w Z O Revision • No.. Date Received • Staff Initials . Date Issued • • ' •'"Staff Initials 1 I r3 -31-WD 1 WE2. I Summary of Revision: N Arc kr f ectt ra I d vaw 1 r19 S -Fo r :'cr red' _ lot Summary. of Revision: • Receive 1 _.■, ... Z L Q ( �� Revision No. Date Received Staff Initials Date Issued Date Issued Staff .,: Initials • I I I Summary. of Revision: • • • • r Received By: _. Received By: Revision No. Date Received Staff I Initials Date Issued Date Issued Staff Initials I _ .....�.. I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Received By: - PROJECT NAME: �OS+6.. ,eAft/ -� LD 13 PERM. NO:. Site Address: 1 -1242 .S 131 PI .- - - -- Original Issue Date: REVISION LOG ' (please print) (please print? • i Revision No. Date Received Staff Initials Date Issued' Staff Initials Summary of Revision: Received By: (please print) please print ,z please print) UO u, N o: m u. An w , F— O Z w ui N' O i- w W , t— U. Z, w H I ,, o '- z PROJECT NAME: - t — DS *' V I J � =' 'k PERMA . NO. . b 2.-ooa Site Address: y S 13 '1 PL _ - -- Revision ' Date I Staff I No.. I Received Initials Summary of Revision: L Revision No. Revision No. . Summary of. Revision: Revision I Date No. ' Received Summary of Revision: Summary of Revision: Date Received 0 REVISION LOG Staff InitialsInitials Staff I Initials Original Issue Date: ° --Z3 -Oc) Received By: Received By: Received By: Received By: Date Issued Date Issued (please print) • 'Staff Initials (please print) (please print) (please print) Staff Initials Date I Staff Issued Initials Staff Date I Staff Revision Issued Initials No. I Date Received I Initials 1 1 Summary of Revision: Received By: Date Date I Staff I Staff I Initials Received Initials Issued 1 Revision submittals must be submitted in person az the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 'rte' -I • 0/ Response to Incomplete Letter m ❑ Response to Correction'Letter T (pr Revision # after Permit is Issued Project Name: F STt`2V t E1,J. . ESrArra LOT Project Address: 424a S 7w Contact Person: o Jv (1,14 y (tom Phone Number. Summary of Revision: LANOScf/ - W4iL. AO:44O. 7D sva �it�Ccl City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 93133' (206)43 1-3 670 Sheet Number(s): t2. 4 "Cloud" or highlight all areas of revision including dare o Received at the City of Tukwila Permit Center by: Entered in Sierra on - i ( l - ID l Plan Check/Permit Number: D2a7O - 1 revision RECE'JE: • ,. t ' Tt p < MAY 1 ? Zni PERMIT Ct.i 1TER 0s/30 /00 „, �i rn N W NIL W } 0; u_ D Z F '' pi Z F uj 2 O CO 0 F— W W' tii Z, 0 Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: • 6.O/ Sheet Number(s): P1. 4 Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 93133' (206)431-3670 ❑ Response to Incomplete Letter m ❑ Response to Correction Letter m Xi Revision g • after Permit is Issued "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: Plan Check/Permit Number: D2400— Project Name: FoS•2v tELJ. ESTA'rra LOr 13 Project Address: 42 42 S !3 77V PL ", r Contact Person: o (,l,i4 ,p " 'T (D.• Phone Number. Summary of Revision: I A N D s a $ i h r - W d t c . 0 6 . 9 6 . o ; . 70 riot Yiveii revision t e ar " RECEIVOJ • rrry q" T% • MAY 17 2001 PERMIT CENTER 03/30/00 4.F.M.btan rylNnwnNwwevRM , 94 , pyM+M' Mw "gpq�"n 15! MerWswiltrIMP4M8 z mow 0 0 CO 0 v� w w 0 U. a ,— 1-0 Z 0 N w w' • Z ' U N O z City of Tukwila John W Rants, Mayor Department of Community Development sr eve Lancaster, Director V {lL ' e r !' IF"sR trppritientwi '..fitry 1 } S r µµ JT4 i r,c..wA.i`asiKr:.Ip Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 13-al- zooa Plan Check/Permit Number: 1) 1000 — 1 '75 0 Response to Incomplete Letter # 0 Response to Correction Letter # g' Revision # J after Permit is Issued Project Name: 7"OSier ecv E6. Lo-- ►3 Project Address: '--I Z LI Z S • 3744'` 1? t oc f Contact Person: 3C)'vw ■ tam? ley- Phone Number: 1 4 zS (0L1 5320 Summary of Revision: li e w Arai c 4 irra,` C1rGW t 1 s •COv" C C1 V re ot- (of. PECiNGO CITY OF TUKWILA AUG 3 1 2000 PERMIT Chip Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ? 1 w O Entered in Sierra on 8'31 00 06/29/99 enter Boule Suite #100 • ukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 a+da 'I..MMKA1rkRmY.NR...Arsogampg Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i 4 1 Do City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Plan Check /Permit Number: D2000 -175 Project Name: FOSTERVIEW ESTATES — LOT 13 Project Address: 4242 South 13 7 th Street Contact Person: John Kappler Phone Number: Summary of Revision: Auld 5 415 kV-) Nproz sett.) (Lev isEh 10 Pri Dart ILL 1%0E5 ?EYL Y rtv W 1 hT Wev- " P V.)O\ -.1( OtAA 1t' Et.) P - }4oW r) c » J is W f\ ) PgPD QV O Q CctadLLf l 1) TO 1 P-T i-1ov1 Pi&M, Patika431 101 • r E fit Received at the City of Tuk 8,-14- ila Permit Center by: Entered in Sierra on 06 LOW ER-- 'i=1.0.70- 1 kkW(iS t & tt +lt r ` d 4 \ €7110( ER wtc, t+ UPL -teA It) Ft ►J IS ti OD l EV- 'Fi ao f- -e 1-0W ER. Fes - v 4w4 1,3 ILL f, E (1JYt� AYrz"D FR - W M »J L �"'P Sheet Number(s): 5F T 1 N - 4 k 1 —7 1 , 1 ?is Pea "Cloud" or highlight all areas of revision including date of revision RECEIVED cr r OF TI 1KWILA PUG -423°Q 07/26/00 PERMIT CENTER CP z W �U 0O 0 . -J J CD 7.1 U = 1- W z I- O ': z w W' U 0; O w w! u i z F.: U = ' 5 z Dear Sir: city of Tukwila Fire Department Fire Department Review Control #D2000 -175 (510) Re: Fosterview Estates - Lot 13 - June 8, 2000 4242 South 137th Place have been reviewed by acceptable with the Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans The Fire Prevention Bureau and are 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 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Cii of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206-575-4439 • I Kappler Architects P.S. VERSION 97. INCLUDES ] STORY Job No. 99086 -21 Lateral Analysis for: Dujardin Plan #2108 wl Office City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Date 2/25/00 SPM 4 Y;34 8 3' rr 065 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 Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086.21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls Long Wall I �' ' ti 15i "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 8/4/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 341 25.37 228 22.60 249 0.00 0 • REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - (20 / ( r max ((sq. root of AB))) VALUE USED where: Ae 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= WIND PER SECTION 1618 n= T story shear r max = 1 2337 1 13470 1 therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 1.06 1.30 16.40 1 WIND.EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) I x.:,818 P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 1409 38 23371 0.17 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (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 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls PSF PLF SF # FT # FT # FT # FT 7/12/00 PAGE 2 -. h�.........,.,. r......... y,.. nr�'+ � wnrae* naNs+ N�orru* tlnw .u- .".A r+Y1.`II.'DVICIO° -i°1E® w.� ww mM1�IAMMK9� I ( Wi 08 ; N 0 to W 0 O W u_<, F=- W z ` I-0 z w W 2 DI W W'- I- V! III Z ' V N : H 0 H, Z (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 31596 30 947880 947880 0.4730 6371 Upper Floor (Main walls) 31437 �1 0.3294 4437 Main Floor (Lower walls) 33003 12 RFC � § WA 2004093 0.1976 2662 (P) Upper Floor (Main walls) 15 931 SF 13965 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31437 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 92 12 11040 F / B EX. WALLS 10 64 12 7680 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33003 #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 UN /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 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 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL SHORT WAL I WEIGHT 31596 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= 96036 TOTAL FLOOR FQ0g4114320 2555937 99086- 21- (ExpC) Plan #2108 w_Office_1997-9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 96036 18858 WORKING STRESS WOOD DESIGN 1.4 I 13470 # Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi ... wA' h` F' �/ N_. �: ��Ma:' ��N. 's'MISSIL'�L"�94eyipmrRM+amnsas �•"••••"'•"'.'^ �«.. wt'+ t+ �* �+^l aaT! rw- isexeu.'!Ff5'u'NFfN +Y�9RUT!!y'M 13470 I# /12/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 164 113 145 # FT # FT # FT # FT SEISMIC FORCE 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 164 113 145 0 341 228 249 0 # FT # FT # FT # FT # FT # FT # FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 # FT @ 569 # FT @ 818 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 6269:489i #FT CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 )75694 97 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 .H X11,1805:89+ 16d �('( �.x ;Q1 1.33 143.64 # /NAIL 12843.20 NAILS 550 1.331 731.501 # /BOLT MIN BOLT SPACING is ;'; " ?, -t : ?" '1 "x851 FT O.C. 790 1.33 I 1050.71 # /BOLT MIN BOLT SPACING ^; 2:65' FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 7/12/00 PAGE 4 ... .w.vtV"MOfi' -"1".4 M.'Qn►e .r s ra+vamsoe.. nr.. ^TM"' ••�n .. mvona is •* , V W h Wh F Roof (Upper walls) 13470 31596 13 410748 5236 Upper Floor (Main walls) 13470 31437 9 282933 3607 Main Floor (Lower walls) 13470 33003 11 363033 4628 #N /A 13470 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 164 113 145 # FT # FT # FT # FT SEISMIC FORCE 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 164 113 145 0 341 228 249 0 # FT # FT # FT # FT # FT # FT # FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 # FT @ 569 # FT @ 818 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 6269:489i #FT CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 )75694 97 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 .H X11,1805:89+ 16d �('( �.x ;Q1 1.33 143.64 # /NAIL 12843.20 NAILS 550 1.331 731.501 # /BOLT MIN BOLT SPACING is ;'; " ?, -t : ?" '1 "x851 FT O.C. 790 1.33 I 1050.71 # /BOLT MIN BOLT SPACING ^; 2:65' FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 7/12/00 PAGE 4 ... .w.vtV"MOfi' -"1".4 M.'Qn►e .r s ra+vamsoe.. nr.. ^TM"' ••�n .. mvona is •* , 3.5 o 2.75 0 9545.39 0 7499.95 0 #N /A 220 #N /A 0 #N /A 0 #N /A 0 326.67 o 201.67 0 2633.92 0 2653.92 0 2- CS16 -30 o 2- CS16 -30 0 2- CS16 -30 0 #DIV /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 3.5 2.75 2.75 0 9545.39 7499.95 7499.95 0.00 280 220 220 0 0 0 0 0 326.67 201.67 201.67 0.00 2633.92 2653.92 2653.92 #DIV /01 2- CS16 -30 _ 2- CS16 -30 2- CS16 -30 #DIV /01 22 8 13.5 0 0 349 ( e1=¢ 1 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 22325.43 37674.17 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 640 1080 0 0 0 0 0 0 1706.67 4860.00 0.00 0.00 2577.35 2430.68 #DIV /0l #DIV /01 2- CS16 -30 2- CS16 -30 #DIV /0! #DIV /01 15 4 10 4 0 199 :rRE Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6363.59 15908.98 6363.59 0.00 MIN PLATE NAILING 9 INC O.C. 320 800 320 0 288 672 384 0 810.67 4906.67 938.67 0.00 1388.23 1100.23 1356.23 #DIV /0! CS16 -30 CS16 -30 CS16 -30 #DIV /0! re 6 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 0 2 U- UPPER FLOOR Load Ht. R UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 TRIB.LENGT 2391 #N /A 8 Mo= Wall(DL) Roof (DL) /3DL Mr= EACTION T =C HOLDDOWN REQUIRED TRIB.LENGT 3411 9 8 Mo= Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 341 2 /3DL REACTION HOLDDOWN 239 2 /3DL REACTION HOLDDOWN 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 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE #N /A MONA, MIN PLATE NAILING #N /A INC O.C. 341 Inagigiglal MIN PLATE NAILING 5 INC O.C. d 7/12/00 PAGE 5 9 12 13 0 0 123 aP1r41 MIN PLATE NAILING 14 INC O.C. Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 11781.74 12763.55 0.00 0.00 960 1040 0 0 0 0 0 0 3840.00 4506.67 0.00 0.00 661.81 635.14 #DIV /01 #DIV /01 NA _ NA #DIV /01 #DIV /01 14 1 1 1 1 12 0 0 0 0 2 208 ' . 1 9 24 19 0 , 0 71 lifgialiii Mo= 13699.70 10845.59 0.00 0.00 Wall(DL) 1920 1520 0 0 Roof (DL) 0 0 0 0 Mr= 15360.00 9626.67 0.00 0.00 MIN PLATE NAILING T =C - 69.18 64.15 #DIV /01 #DIV /01 24 INC O.C. REQUIRED NA NA #DIV /0! #DIV /01 0 0 0 0 0 #DIV /01 (*DIV[01 Mo= #DIV /0! #DIV /01 #DIV /01 #DIV /01 Wall(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #DIV /01 #DIV /0! #DIV /01 #DIV /0I #DIV /01 INC O.C. REQUIRED #DIV /01 #DIV /01 #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR Load ' Ht. 8 0 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 H z w U UPPER FLOOR Load Ht. 8 J UPPER FLOOR Load Ht. 8 341 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 w 2 /3DL 0 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 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 OYM+YAS+aum...wn...ww + emvuNwry H.hr'..R)!w. �:!rM15.Ii'M W S45ORQ NhT°4fShKlIIAANM�O[Y W'u�.uw. +aMf'R W/NMMn. RBI: +Nn rwrw���11�UM 0 0 0 0 0 #DIV /01 (*DIV[01 Mo= #DIV /0! #DIV /01 #DIV /01 #DIV /01 Wall(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #DIV /01 #DIV /0! #DIV /01 #DIV /0I #DIV /01 INC O.C. REQUIRED #DIV /01 #DIV /01 #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR Load ' Ht. 8 0 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 H z w U UPPER FLOOR Load Ht. 8 J UPPER FLOOR Load Ht. 8 341 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 w 2 /3DL 0 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 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 OYM+YAS+aum...wn...ww + emvuNwry H.hr'..R)!w. �:!rM15.Ii'M W S45ORQ NhT°4fShKlIIAANM�O[Y W'u�.uw. +aMf'R W/NMMn. RBI: +Nn rwrw���11�UM FRONT TO BACK UPPER FLOOR Load ' Ht. 8 0 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 H z w U UPPER FLOOR Load Ht. 8 J UPPER FLOOR Load Ht. 8 341 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 w 2 /3DL 0 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 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 OYM+YAS+aum...wn...ww + emvuNwry H.hr'..R)!w. �:!rM15.Ii'M W S45ORQ NhT°4fShKlIIAANM�O[Y W'u�.uw. +aMf'R W/NMMn. RBI: +Nn rwrw���11�UM 12 1.75 1.5 0 0 8431MILRRIMI LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 11803.28 10117.09 0.00 0.00 280 240 0 0 0 0 0 0 163.33 120.00 0.00 0.00 6651.40 6664.73 #DIV /01 #DIV /01 STHD14 STHD14 #DIV /0! #DIV /01 I #NIA 3.5 0 4 0 P2` IMP2WEIS 0 19126.60 0 #N /A #N/An Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 560 #NIA 640 #N /A 0 #NIA 0 MIN PLATE NAILING #NIA INC 0.C. 653.33 0 853.33 0 5278.08 0 5251.41 0 HD10A 0 (2) MST48's 0 4361.59 0 4585.59 0 REQUIRED 0.00 (2) MST48's 0.00 (2) MST48's 0.00 0.00 #NIA #N /A #N /A #NIA #N /A #N /A #N /A #N /A 24 3.5 3 4 9.5 P2` IMP2WEIS Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 19126.60 16394.23 21858.97 51915.05 MIN PLATE NAILING 3 INC O.C. 560 480 640 1520 0 0 0 0 653.33 480.00 853.33 4813.33 5278.08 5304.74 5251.41 4958.08 HD10A _ HD10A (2) MST48's HD10A 14 2.5 3.5 3.5 3,5 613) OMP,241` Mo= 12260.64 17164.90 17164.90 17164.90 WaII(DL) 400 560 560 560 Floor,Roof(DL 612 1068 780 396 Mr= 843.33 1899.33 1563.33 1115.33 MIN PLATE NAILING T =C 4566.92 4361.59 4457.59 4585.59 3 INC O.C. REQUIRED (2) MST48's (2) MST48's (2) MST48's (2) MST48's RIGHT TO LEFT MAIN FLOOR Load " Ht. 8 O u- 213DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 2 MAIN FLOOR Load Ht. 8 228 569 2 /3DL REACTION HOLDDOWN 569 2/3DL REACTION HOLDDOWN 569 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b w/ SSTB28 w/ SSTB28 TRIB.LENGT a b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE w/ SSTB28 c d 7/12/00 PAGE 7 14 19 5 0 0 332 " Pal° ' Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 50472.97 13282.36 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 3040 800 0 0 0 0 0 0 19253.33 1333.33 0.00 0.00 1643.14 2389.81 #DIV /01 #DIV /01 STHD 14 2- CS16 -30 #DIV /01 _ #DIV /01 9 23 17 3 0 119 P1_ Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 21922.51 16203.60 2859.46 0.00 MIN PLATE NAILING 14 INC O.C. 3680 2720 480 0 0 0 0 0 28213.33 15413.33 480.00 0.00 - 273.51 46.49 793.15 #DIV /01 NA NA CS16 -30 #DIV /01 ' 0 0 0 0 0 #DIV /0! WIRIIVIDIffit Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0l #DIV /01 #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /01 #DIV /0l #DIV /0! #DIV /01 #DIV /0! #DIV /0l #DIV /0l FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 569 Ht. 8 Mo= Wall(DL) t7 Floor,Roof(DL rc 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. 8 re H z w U 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 569 569 569 w 2 /3DL O REACTION HOLDDOWN a WALL SEGMENTS b c d SHEAR V WALL TYPE 228 IiIMPS4M11 11 20037,39 880 312 4370.67 1424.25 STHD14 4,5 8197.11 360 156 774.00 1649.58 CS 16 -30 4.5 8197.11 360 156 774.00 1649.58 CS16 -30 2.5 4553.95 200 108 256.67 1718.91 CS16 -30 CS16's TO HAVE STHD14 BELOW AS REQ'D PER GRADE TRIB.LENGT a b c d TRIB.LENGT a b c d MIN PLATE NAILING 8 INC O.C. TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d 7/12/00 PAGE 8 I #NIA 13 0 0 0 0 0 #N /A4' -f #WA 0 #N /A IONOWA1001 MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #NIA #N /A #N /A 0 #NIA 0 0 0 0 0 0 0 4824.12 0 0 0 0.00 0 #DIV /0! 0 0.00 0 2 INC O.C. 0.00 #N /A 0.00 #NIA 0.00 0.00 #N /A #NIA #NIA #N /A #NIA #NIA #N /A #N /A I. #NIA 13 0 0 0 0 0 #N /A4' -f #WA Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA 0.00 #N /A #N /A 3520 #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 3593.33 0 0 4824.12 0 0 ON CONC. 0.00 0.00 #DIV /0! 0.00 0.00 #N /A 2 INC O.C. #NIA #N /A HD10A #NIA #N /A #N /A #N /A #N /A 24 13 16 7 0 545 ;+ .; PZ=3 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 77966.96 95959.33 41982.21 0.00 MIN PLATE NAILING 3 INC O.C. 2860 3520 1540 0 0 0 0 0 12393.33 1877333 3593.33 0.00 5044.12 4824.12 5484.12 #DIV /01 ON CONC. ON CONC. HD10A #DIV /0! 14 3.5 3.5 3.5 3.5 818 T-3 d; Mo= 31486.66 31486.66 31486.66 31486.66 Wall(DL) 770 770 770 770 Floor,Roof(DL 900 1740 1164 396 Mr- 1948.33 2928.33 2256.33 1360.33 MIN PLATE NAILING T =C 8439.52 8159.52 8351.52 8607.52 2 INC O.C. REQUIRED HD10A HD10A HD10A HD10A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 818 0 ce u. 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 818 2 /3DL REACTION HOLDDOWN 818 CG 2 /3DL REACTION HOLDDOWN 818 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c w/ SSTB28 b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE d w/ SSTB28 w/ SSTB28 wl SSTB28 w/ SSTB28 7/12/00 PAGE 9 .., �.....,,.�,r,..�.•r...M,...,.., _.. �....,. �,. r„ Y...» F�. �„ mra��n�rr.. v�, �„ �xivc• wn�mti,. n, ��. m,.....,.,,.,,., �.,..,..».. ��,,., M.,. ,,.,...._..__..__........_..__� �, 9 20 5 0 0 2941M1:14 l Mo= 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 4 INC O.C. Wall(DL) 2200 550 0 0 0 Floor,Roof(DL 312 156 0 0 0.00 Mr= 16746.67 1176.67 0.00 0.00 MIN PLATE NAILING T =C 2401.29 3003.29 #DIVl01 #DIV /01 6 INC O.C. REQUIRED ON CONC STHD 14 #DIV /01 #DIV /0! 14 19 5 0 0 4771 .P11s31O;1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 99707.74 26238.88 0.00 0.00 MIN PLATE NAILING 4 INC O.C. 4180 1100 0 0 0 0 0 0 26473.33 1833.33 0.00 0.00 3854.44 4881.11 #DIV /0! #DIV /01 ON CONC HD10A #DIVl01 #DIV /0I 9 .'.` 20 5 0 0 294j�R1 4 +;;l Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 4400 1100 0 0 0 0 0 0 29333.33 1833.33 0.00 0.00 1771.96 2871.96 #DIV /01 #DIVIO! ON CONC STHD 14 #DIV /0I #DIV /0I o 0 0 0 0 #DIV/o! DanDwrot l Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #DIV /0! #DIV /0I #DIV /0! #DIVl0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIVl01 #DIV /0! #DIV /01 #DIV /0I #DIV /01 #DIV /01 #DIV /0! #DIV /0I • FRONT TO BACK LOWER FLOOR Load Ht. 11 x 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 o: W w 0 LOWER FLOOR Load Ht. 11 L J LOWER FLOOR Load Ht. 11 818 818 2 /3DL REACTION HOLDDOWN 818 2 /3DL REACTION HOLDDOWN 818 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a WALL SEGMENTS P1-4 AT CRIPPLE WALLS TRIB.LENGT a b w/ SSTB28 a b P1•4 AT CRIPPLE WALLS TRIB.LENGT a b b c c d d SHEAR V WALL TYPE c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d 7/12/00 PAGE 10 f FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Home o finer :�" Builder: 4' Site: DUJARDIN PLAN #2108 w/ OFFICE REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration COMPONENT PERFORMANCE ENERGY BUDGET PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @13% * *vinyl clr /air REFERENCE 707 11.66 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3014 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 07/12/80 HOUSE ID: 99086.21 Area = UA 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2671 165.6 1299 46.8 28299ft3( 181.3) Reference UA 706.9 X Area = UA 930 52.1 32ft 21.5 119ft 83.3 1299 53.3 394.0 204.9 3 U U Q cn co IL w O' J lL Nom; W U ` N 0 F-k LL O w Z O z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS HOUSE ID: 99086.21 Doors AG Wall Ceiling Infiltration Struc Mass HEATING /COOLING /VENTILATING SYSTEMS SUPPLY RETURN Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(Over) : Annual Cool Requirement: PROPOSED DUCT SYSTEM Wood 1 3/8", solid flush R19 STD Lap Wood R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls Solar Access: Location PROPOSED Gas Furnace DEFAULT Vented crawlspace Attic or garage 78 0 62 0 0.60 45724 Btu /hr 9962 Btu /hr (22 0 ) 55686 Btu /hr 83500 Btu /hr (150%) 176 MBtu $ 986 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded Avg Rvalue U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 Surface Area 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 3014 697.4 9042 Page 2 R- 8.0 R- 8.0 602.8 ft2 120.6 ft2 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS HOUSE ID: 99086.21 GLAZING ORIENTATION PROPOSED PROPOSED South 99.0ft2 North 99.Oft2 Southeast : Northwest : . East 98.0 West 98.0 Northeast : Southwest : Eff S Glz: 4.4% . Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 07/12/80 JOB NAME: JOB NUMBER Copyright 1994 Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: 99086.21 WINDOW TOTALS ROOM NAME i WIDTH (IN FEET) HEIGHT j AREA 4 1 (IN FEET) (IN SQUARE FEET QUANTITY (HOW MANY) TOTAL AREA TOTALS (IN SQUARE FEET) I (IN SQUARE FEET) BASEMENT BASEMENT BASEMENT 4.00 6.00 8.00 5.00 6.67 5.00 0 R FLOO 20.00 1.00 40.02 1.00 40.00_ 1.00 TOTAL MAIN DINING FAMILY FAMILY FAMILY ENTRY TOTAL UPPER _ 161.02 100.02 MAIN .' FLOOR 4.00 6.00 5.00 2.50 1.00 UPPER FLOOR MASTER BEDROOM BEDROOM #2 BEDROOM #3 LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER _ TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 7.00 6.00 6.00 4.00 4.00 5.00 2.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 25.00 12.50 6.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 BY: 2/25/00 MJM 40.00 40.02 50.00 25.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 132.50 UMMARY 393.540 3,014.00 13.1% .+....n«..:.y..auvRSaeP ..g.t enauro,A.,,1w..,wv+.....sa, o.a.+.m,..n 7/12/00 sena+aara a:c er.m+s eel mg, 9908621 - Glazing.xls re w 00 N O cow '.. W O; LL Q ' co n . W Z I- O Z ~, U O' ON 01- I- U : I- LL g w W.. 0 F z DOCUMENT TITLE(S) (or transactions contained therein) * i t 1 it ` L a SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 6 ❑ Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO nu INSURANCE CO hilliNl has picked the document of record d accipt customer liability DUJARDIN DEVELOPMENT COMPANY to 9oeufohM r validity of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, townslup, 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 4528049n3x1 04909/S ntiX734 e62 See Attached ■ Assessor Tax # not yet assigned cn crip a c e r) 0 RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 II I Ill n Id� III 'III II I III nl iil � i it l 20 3 �� I I ,,4 , CHICgCO TITLE pp " 03 G4e1 2OF Ne KING CO2 @OUNTY A Z WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) Y 1WPTUJAADQJWOSIFR2NDAi ffN D mtO.DOC 1 rt 0 N O w =' J H CO IL w 2 D. a _ , Z �. I— O Z W o- O = V o IL Z 0 h- Z ■ SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, 1 EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT 0 o .. CO wI Jt... w This Second Amendment to Declaration of Protective Covenants, Restrictions, g 5 ' Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment") is made this 13 day of `Mfse2Ll4 , 2002 by Dulardiin n 92 a Development Company, a Washington corporation ( "Declarant ") Z _ CHICAGO TITLE INSURANCE COMPANY z H. has placed the document of z o record as a customer courtesy z ii—, and accepts no liability for w w RECITALS AND DECLARATION the accuracy br validity of �' RIP dAbwflioht O N; A Declarant is the developer of the real property and improvements thereon legally Di— described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w w Property is comprised of all the real property shown on maps recorded with the King County I �, under Recording No 20000505000735, Volume 194, Pages 062 -065 6 z iii CO U B Declarant previously recorded that certain Declaration of Protective Covenants, o 1 Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not termmated, 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 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y 1Wp'DU)MRDWAFOSTE?2NDAMEN D 1MO.DOC NOW, THEREFORE, Declarant hereby amends the Declaration as follows 2 vans+...c�twr •.024MmWV=&au.r -..M in cn csks ca 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 51 1 The cleaning and maintenance of the water courses on Tracts A and B; and 5,12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 514 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundanes of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 51 6, The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 51 7. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be in the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y %WPWDUJAADINWOSTEi 2NDAMEN D NO DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: Y 1 WAD WARDIMFOSTEA2NDAMEN MUG DOC (Printed Name) �� Its / >S. fie" STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me )AVoo %\eules, to me known to be the ?e.ss %oe, rcr of Dujardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said mstnunent 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 yy, GIVEN under my hand and official seal this 13 day of / /) frect4 , 2002 43414\sslo4, ' '&LtC \ (c 3,15'2003 • '��ASO w O' 2 g CHICAGO TIRE INSURANCE COMPANY 0 has placed the document of record es a customer courtesy H = and accepts no liability for z I—, the accuracy or validity of Z O. the document. . o N . 0 t— w w' I I U o Z ture) {{�� ���� 111'1 a 11 f}'. 4 )'Liiri.'et So 1 (Print Name) Notary Public in and for the State of Washington, residing at SrcPtTt 1. C My commission expires 3 -I S -0 3 4 t`NeLIOW1.70"..1 , 71 , 0 01 rtr o.mv+ t.on on , e.,40,JV ve.vo ro w,rww co 0 w W `; EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y 11VIADUJA1tDINWOS ER2NUAMEN D 1M0 DOC 5 CHICACO TIRE INSURANCE COMPANY has placed the document of record ds a customer courtesy and accepts no liability for the accuracy or validity of the document, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200 0030 - 00 261200- 0040 - 080 261200 - 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 261200 - 0080 - 09 261200- 0090 - 07 261200 - 0100 - 05 261200- 0110 - 03 261200- 0120 - 01 261200 - 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has pk: crd the document of record its o cusiomet courtesy and dcreepts no liability for tho accuracy or vafrdity of thu dacumu t 261200 - 0210.- 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370- 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 w 0 0g: (o w N LL wo CO 3' w z ? 11J uj, 3p; .0 I- 11J w' I H U o w z, 0 z RECEIVED CITY TUKWILA CITY OF UKWILA JUN -- 1 2000 Permit Center 6300 Southcenter Boulevard, Suite 100, TukwilatinW4E 088 Telephone: (206) 431 -3670 Certificate of Water Availability H-ha PROJECT #: Foerier I ieuJ *rRequired only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and • showing hydrant locat ion and size of main): OW 1 #} ` �. i yr ti pf i 7 Name: OU: 04.)IQkk Address: Name: Kap () let tarcd/VieC'it Address: Phone: 4as - 334 - g l� Phone: z5 — (OLI t —J This certificate is for the purposes of: Residential Building Permit ❑ CommerciaVlndustrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Owner /Agent Signature: 5 /8x 3 /4" Oru_ C C Area is served by (Water utility district): CCoXIA Watt/Jr Flo. G Date: . Zrz• 06 PART B: (To be completed by water utility district) The proposed project is located within s rakf`atc (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3 OOH) gpm at 20 psi residual for a duration of 2 hours at a velocity of / Z- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. )G, Agency /Phone 20c t 2 o Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date z � re 2 6 C.) 0 W H w 2 u . = d F . w I-- 0 w 2 0 O N a t- w H i- LLO w U O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: ti Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: la Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: Du, \�Ji ltY( 3 Vvus:iA Phone: krC — '- S3'ZQ)., . Property Address or Approximate Location: 4 t,D0 - A \Q3 t11- P(otee Legal Description(Attach Map and Legal Description if necessary): ii ` �y - RECEIVED �`7`kr' \- , 1 � '�_ � I . D t k- � a0-6 r-6 I ) OF TUKWIU �n v t ( "_ / JUN - 1 200( Part B: (To Be Completed by Sewer Agency) 1 . w a. Sewer Service will be provided by side sewer connection only to an existing & size sewer feet from the site and the sewer system has the capacity to serve the proposed use. RECEIVED OR ❑ b. Sewer service will require an improvement to the sewer system of: CITY OF TUKWILA ❑ (1) feet of sewer trunk or lateral to reach the site; and /or MAY 3 1 2000 ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): PERMIT CENTER 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 . Fa 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: $ 86 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: D z 0 00.r 5 ..r rv;.wt ?..2'"r r '..12: trA"' nogg,",.. mw.S4V r .„ .....:. ,,,+ �s!.'�rF'r�'ti"w�±n" !+r z+;,ovt,Am oaxm‘KS•reV I tw -Mrtone=;amu::' . :. s,. CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY all Certificate of Sewer Availability I h- eby certify that the bove sewer agency information is true. This certification shall be valid for one year fr the date of siggall�e. l 'WORKING TOWARD A DETTEN,ENVIRONMENT 717, Z \ SEWER DISTRICT t. 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 OR ❑ Certificate of Sewer Non - Availability 4 , -9/2/01/ Title Date i— - F625. 052.000 (8197) I F625.052•000 (81971 PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD nn� n srnrn',n nn „IAPA flu \1,, o-.u. . (- Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. ,Ire , . CC ^ DUJARD* 0fLO I°IV16: Y'. > c IVEr DAT r a � f ; s+ OWAZO' / „T9' `bUJARDIN - - DEVELOPMENT CO PO BOX 1059 SNOHOMISH WA 98291 -1059 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. #- EXP. DATE:. Please Remove CCOI DUJARD *204L0 12/16/2000 And Sign EFFECTIVE:' DATE. 06/20/1980 I Identification DUJARDIN- DEVELOPMENT: CO.. . Card Before PO BOX 1059 Placing In SNOHOMISH WA. 98291 -1059 Billfold Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES L DETACH TO DISPLAY CEP' .CATE_t F825 -052. 000(3 -92) i u. W O g Q C d H W : z o' O- 0E-' W W X LLI U N F FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 13 ADDRESS: 4242 SOUTH 137TH PLACE TAX PARCEL I.D. #: 2 12 0 0.0130 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT WA 98026 425 -743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 - 775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 -641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE. EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 -803 -2581 FAX 425 - 803 -3289 CONTACT DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO A*)1, SHEET INDEX T Sht 4 of 4 P1.0 PL1 P15 P16 P22 P6.4 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECTUARAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHLTECTITRAL SITE PLAN - LOTS 9 - 11 13 - 15 SITE SPECIFIC SECTIONS - LOTS 13 - 16 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 13 GINS C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHI j EC u RAL HOME PLANS (FROM BASE PLAN # B2000.0_59) ARCHITECTURAL COVERSHEET Al. CODE NOTES All FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN Al. ELEVATIONS & BUILDING' SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE By Dat Fy at No CORRECTION LTR #J gppRMIED ktlb LL BUILDING VISION SEPARATE PERMIT REQUIRED FOR SIECHANICAL CeZLECTRICAL t91 LUMBING I►XGAS PIPING CITY OF TUKWILA BUILDING DIVISION I understand that the Plan Check approvals are subject to errers and omissions and approval of plans does not au - hence the violation of any adopted code or ordinance. Recrtpt of con - tractor'scopl��fap6u iodplans ckno»- w These plans have been revietvrr, t,10, • Works Department for confor r_. City cl rds Acceptance is si. and oiniesiane which do not auiitor adeptod standards or ordinances. T for the .adequacy of the design rest, the designer. Additions, deletion or these drawings after this date 1 acceptance and will require a re L revised drawings for subsequent ap t a .: Final acceptance is subject to field inspection by the Public Works utilities inspector. D ate: e ifecess 5® RECEIVED CITY OF TUKWILA AUG 4 2000 PERMIT CENTER :D2000 175 CO PP^� rJ CD Lr crr X * _c _C 0 CO �i L[> Q Cfl L 0 CC Q. TRLE JOB NO. : 00132 SHEET COVER SHEET AREA LOT 8 PHASE LOT I 1 LOT 2 A LOT' LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 5 7 LOT 9 D LOT 10 LOT 11 LOT 12 B LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT19 C 10 LOT 20 D AREA LOT I 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 B LOT33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 4C D CONDITIONS t. 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 OUTUNES 10 AREAS EACH AREA IS TO BE DEVELOPED IN 7HE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN ABEAZEIZASE_KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER TsIE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATTONBr ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERItf3S'' t,1 A LOT 8Y 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. D. E. GEOTECHNICAL REQUIREMENTS' NEEDED TO ALLOW OF THE NEXT HOUSE CONSTRUCTION PHASE. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS FOOTINGS AND FLOOR SLABS ADDITIONALLY, THERE WILL BE UNITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN'INCLIG NATION OF 2.5 :1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY: EARTH RETAINIIHG WALL. WINER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS, CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SNG.E FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS GROUPED IN PHASES THAT 1-E 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 10 BE SUBMITTED TO THE CITY. AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES B. IMPLEMENTATIONS OF, FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A. ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. THE GEOTECHNICAL: ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE NTH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH ,OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY: OF TUKWLA 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 KT TH /N THE PLAT,•? PROVIDED, THAT THIS RELEASE SHALL NOT APPLY', TO. CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RE ULTING, 'FR(M! THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CITY OF SEAMS ErnLITY EA EMENT P.M. #230415-1-011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS ITS SUCCESSORS AND ASSIGNS THE RIGHT PRIVILEGE AND AUTHORITY TO INSTAL[,,' CONSTRUCT, ERECT, ALTER; ;IMPROVE REPAIR, ENERGIZE': OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMER'S 04.101t VAULTS, :MANHOLES, CABINETS- CONTAINERS CONDUITS, WIRES AND OTHER NEc SARY'OR CONVENIENT 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 /OR ACCESS AND UTILITY 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,. RENEW4N6, ALTERING, CHANGING PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND .TFIERIGHTA ANY TIME TO REMOVE ALL OR ANY PART •.OF SAID ELECTRIC' SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE; ITS- SUCCpsORS AND ASSIGNS , 'AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS'" STANDING OR GROWING' UPON' SAID LANDS OR ADJACENT LANDS PWH /CH, IN THE OPINION OF THE GRANTEE,' INTERFERE WITH THE: MAINTENANCE OR OPERATION OF THE SYSTEM. ORCONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVIINANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR, PERMITTED WTHIN THE ABOVE DESCRIBED EASEMENT AREA: PRIOR •WRITTENAPPROVAL FROM THE GRANTEE ITS SUCCESSORS AND ASSIGNS; THAT'ND DIGGNG 141LL REDONE OR PERMITTED WITHIN ` THE:EASEMENT AREA:.WHICH WILL 'IN ANY " MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY R.,UNEART ANY PORTION THEREOF; AND : THAT NO BLASTING OR DISCHARGE OF ANY 'EXPLOSIVES WILL BE PERMITTED"•Wi1HITI 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. OPEN SPACE EASEMENT LINE TABLE S E L L SW ELi2 ELT3 EL14 EL15 LIN I DIRECTION I DISTANCE EL, N895954'W 40.25' EL2 N003904E 10.13 EL3 N8959 EL4 _ N73'41'17'W 10570' EL5 N73'41'I 262' as N1 93634 • E 456 TEl N8778'54 E 51.21" EL8 N0953 32 EL.9 N5720 04 N 83 46 N13K5 57E N8936'14 N1499'3'E_„ N6816. 09 W N58'160911 15'6MM N 21 • 45 N82 40'23"W ELIE EL17 EL18 EL19 .2 1472'4 1 N52V2'47 -14 021 '... 1452'0247'W €7.22 N8920'56'W EL23 N8920'56 "W EL24 N8920561W EL25 N60'4138E EL26 N00130 EL27 N8920'561W E 28 57539'14- 61.29 N8632'39E 7544 27.23 29.05 22.55' 46.42' 3505 47.06 5.12 3200' 2544 14.86 20:92' 3209' 28.92' 26.97' 24.39' 16.55' 5567' 9.61' 3340' 45.91 22.42 €L30 N1938'54'W EE31 N3255'12'W 33.44'. _ ELM N135226 E:33 -. N5157 18.82' EZ34 .. NO8'450 220A' a3.5 N4IV8:351W. 22.68' EL36 NO2'2461W 21.13' 0.37:.. 146453'411W: 6003' ELJB : NO2'J2'46 W . 19.68" EL39 N3895'34 2.98' EL40 N64 41 4 1.6 6 EL4I N38V534 .16.16' 0.42 N742941E 2649 EL43 110356'32•W 31.75 EL44 N3459121'.. 25.95 E1.45 N087949E 1518 EL48. N2835'42'W 1493' 0.47 60244355 1708; E.46 N356527'S 21.05' EL49 "N224240 - 16.28 887'48'28"W .:20.74' -B.51 N87'48 28 W .1083 5152 N87 •' -W 2.57 6133 N01 OPEN SPACE EASEMENT CURVE TABLE RADIUS LENGTH 1 7.25 2059'52 36.25 6225'18' 49.81'. 142'41'51' DATE 2/7/00 Dxv 91 WO ,8 NO 96089' SN T 4 OF ': RECEIVED CRYOFTUKWIIA FOSTERVIEW �y�y� �ovLn v� AUG 4 2000 T OSL ER ♦ IE ESTATES TES PERMIT CENTER A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., WM. CITY OF TUKWILA, KING COUNTY, WASHINGTON R.L. MCIYIFFFY':Sc ASSOCIATES, INC LAND USE CONSULTANTS ENGINEERS o SURVEYORS 0 PLANNERS m. MANAGEMENT 3605 0501 MOVE EVEREIT, WABIWSITW 98201 ( 425) 258 -4439: FAX. (425) 256 - 1618 PHASE A PHASE B PHASE KEY LOT # PHASE: -I- PLAN PORCH , AREA i--- I LOT I I843B X LOT 2 1843A X A I LOT 3 2119 r LOT 4 2246 L LOT 5 2108 X LOT 6 , 2246 LOT 7 2246 LOT 8 2108 X B- --+ - - -- • 2 LOT 9 2108 LOT 10 2246 LOT 11 2108 LOT 12 1568A LOT 13 2108 LOT 14 2108 IM 15 A moin (1) 3 LOT 16 2108 MOD'F.D (2) LOT 17 2246 - 1 LOT 18 2060 I LOT 19 C 2119 4 I I - PHASE C USES IN PLA PHASE D TO BEM ESINGLE, F 8A818, UAL no ETC. St THE APPRO HO PLAN 0 s IN DEV1ELOPE N LICTION • AS DEVX I ED MMENDA NS GEOTECH L CITY OF PORTION zi) DURING 2.5i WHIM COMMIE 01 PORTION* PROI LEMS EIR SIN HNIC EOTPCLIN!C IN AREAS DESTO "DAMNS.' is TO mire PLAN. FIELD UKWILA AND \\-- PROPER T LAC - TYP TRACT A'' , ' LOT # PHASEI PLAN m p'orif AREA I LOT 21 2119 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO LOT 22 B 1 2060 5 CORRESPONDING CONS LOT 23 1568A ,_ LOT 24 1568B LOT 25 C 1843A ACCEPTABLE ONION ,IS TO PROVIDE A MECHANICALLY swim RETAINING WALL THE (NORTH END) OF HIE LOTS WILL HAVE THEM CO RIKTM MEMO LOT DEVELOPMENT, 2119 , 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT __THESE G 1843B RECOMMENDATIONS AS WELL AS A LETTER FROM IIIE ENGINEER TWAT CERTIFIES ON A LOT BY TOT IASlS, THAT THE HOlf_ AND- FO UN I843A ADDREM SS AND MW TINE GEOTECTINICAL -, 7. DURING CONSTRUCTION, THE GEOTICTINICAL THE IMPLEMENTATION OF THE HOUSE DEMME! REPORTS ARE TO BE SUBMITTED TO THE CITY OF A. TEMPORARY EXCAVATION OF CCINSTRUCTI AND AREAS ADMM MITIGATION MEASURES. 11. VERIFICATION OF POUTING, FOUNDATION, R N KING WALL AND MOOR SIAll INSTALLATION METHODS ; ' I DRIVEWAY NACFNENTS ACCORDING TO GEOTECHNICAL ' 1 ENDATIONS. ----- C VERINMION OP BACK RLL AND PREPARATION I cotentucnoN LOT 20 1 2060 L01' 40 D 1843A 10 IN A.DJACENT Roo nvnaLontaft °GESTE 'N AREAS ACCORDING TO GETTECHNICAL RICOMMENDA HOME PLikl\T MATRI)C & SCHEDUI,E T G E 4 The rt N IC AL E 3 TO PROVIDE 11FICATION ON A LOT BY LOT BASIS TUT TEE WORE HAS SEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECTINICAL RECOMMENDATIONS (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) --- LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 1568A 1568B 1843A 1843B 2060 5 2108 5 (.2) 2246 5 2119 6 LOT 26 1843B LOT 27 1843A LOT 28 1843B D 1843B I 7 1843A 2060 2119 A 2060 C 1843B I843A 1843B 6 8 9 CONDITION L CONSTRUCTION OE IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT MAN, 3. THE CONSTRUCTION AREAS PER TEE GEOTECHNICAL it OF TERRA ASSOCIATES OR ENGINEERING FIRM AS APPROVED BY t THESE GETTECHNICAL RECOMMENDATIONS AS PART OP THE STIGHTIAL FOR EACH OF RESIDENCE PERMITS; ON A LOT EY IN CONSTRUCTION PHASES. 5. THESE RITOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE WALLA FWIINOS„ FOUNDATIONS AND ET/001.S B. CONSTRUCTION AREA AND PHASE MTITGA FOR SOIL STABILITY AND EROSION CONTRO -BEFORE DURING HOME COIGTURCTIOIC C GEMECHNICALIBINITEDIENTE-NEEMETO ALLOW immiteN. U cosy:fatal...no PIS.ONICNSVITAITE LOT 1,0t RING co UCTION MATERIAL HAM E FOR LOTS DTHROUGH UNSUITABLE TOON Of Anignonis wow CONDI AREAS SHALL BE OVER EXCAVATED 'DU F POUNDATIO ,E10111WS, FLOOR MME LITTON THERE cil'EXCATAINN AND REMOMLIF SOIL DURING AT CONSTITICITOIL F. FOR LOTS 15 ' , E44,11111SLOPE ON HIE (SOUTH: END) OF EACH LOT WILL ran LOT DEVELOPMENT Or:METE AN'INCLINGIO I ' D2/1 OME DEVELOPMENT PROPER Y LA, - TYP ORAcr eor) TRACT B" KEY PLAN ..........----= ....,„,..-_-- -- -- ______ • - _ 111 R/W -- ---- 1 RECEWED CITY OF TUKWILA AUG 2000 PERMIT CENTER 20 40 80 160 Sill_____1111111111111____111•1111 E 40' ICILE JOB I 0, 980321 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 1 LOT # ;PHASE LOT 1 LOT 2 LOT 3 LOT 4 LOT5 LOT 6 LOT 7 LOT8 LOT 9 LOT 10 LOT II LOT 12 LOT 13 LOT 14! LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 MOD'F.D PORCH j AREA X X a A PLAN 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2108 2108 2108 MOD'F.D (I) 2108 MOD'F.D (2), vtl 1 NAP.;£.. YENTA OME DEVELOPMENT PLAN DETAIL% PHASEA PLAN R H , AREA LOT # PHASE; LOT 28 LOT 29 LOT 30 LOT 31 LOT 21 2119 LOT 22 B 2060 LOT 23 1568A LOT 24 1 1568B LOT 25 C 1843A LOT 26 ! 1843B I843A 1843B 1843B 1843A 2060 2119 LOT 32 LOT 33 2060 LOT 34 2119 LOT 35 1843B LOT 36 I I843A PLAINCL USES IN PLA , 1568A 2 1568B y 1843B 6 2246 , 5 2119 6 (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 2246 LOT 37 C 1843B 2060 ! LOT 38 1843± C , 2119 4 L LOT 39 1843E LOT 20 2060 LOT 40 D 1843A 10 H _... E PLAN MATRIX & SCHEDULE .1?5 TRACT "A" PROPERTY LAVE - T YP (TRACT BO YJ WOAD? Y UNE - nP (TRACT BOY) TRACT " B" KEY PLAN R/W RECEIVED CITY CF TUIVN I. AUG — 42MO PERMIT CENTER 20 40 80 160 E:1' =40' SHEET P � , /�\_ I cNliz v -' , m► s NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 1 LOT # ;PHASE LOT 1 LOT 2 LOT 3 LOT 4 LOT5 LOT 6 LOT 7 LOT8 LOT 9 LOT 10 LOT II LOT 12 LOT 13 LOT 14! LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 MOD'F.D PORCH j AREA X X a A PLAN 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2108 2108 2108 MOD'F.D (I) 2108 MOD'F.D (2), vtl 1 NAP.;£.. YENTA OME DEVELOPMENT PLAN DETAIL% PHASEA PLAN R H , AREA LOT # PHASE; LOT 28 LOT 29 LOT 30 LOT 31 LOT 21 2119 LOT 22 B 2060 LOT 23 1568A LOT 24 1 1568B LOT 25 C 1843A LOT 26 ! 1843B I843A 1843B 1843B 1843A 2060 2119 LOT 32 LOT 33 2060 LOT 34 2119 LOT 35 1843B LOT 36 I I843A PLAINCL USES IN PLA , 1568A 2 1568B y 1843B 6 2246 , 5 2119 6 (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 2246 LOT 37 C 1843B 2060 ! LOT 38 1843± C , 2119 4 L LOT 39 1843E LOT 20 2060 LOT 40 D 1843A 10 H _... E PLAN MATRIX & SCHEDULE .1?5 TRACT "A" PROPERTY LAVE - T YP (TRACT BO YJ WOAD? Y UNE - nP (TRACT BOY) TRACT " B" KEY PLAN R/W RECEIVED CITY CF TUIVN I. AUG — 42MO PERMIT CENTER 20 40 80 160 E:1' =40' SHEET P PROPER, Y LINE - (TRAC) 880 SOUTHGATE PARK D100 17 L/771/7, POLE N EX. Ul7L /EY POLE 15' NA 77frE vE6FL4noN 80/TER \F4.5 077L/TY EX ROCKERY PER CIVIL FINAL GRADING PLAN SHEET CO3.1 EX. GUY POLE ' GRADING AND STREET PLAN -TELE 4. - - ------ - --- - - - - / - ---- • - I \ \ 4(EY PLAN \ Y" T 4- 1,77771 SIREET 1 SCALE 1 40 0 20 40 60 80 160 5EE SHEET 45,7 FOR 5ITE STEP INFORM,. REFS 45.0 NE 5' CONC WALK NEW 5" ASPH. WALK c m OWN ° <1Nn AUG - 4 2000 PERMIT CENTER -PA CI 0 SHEET P1.5 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. LOT TOTAL TOTAL CUT FILL t,\' PMYAIORA/NACE ANO. ADJACENT TO LOT WITHIN P.O.W. CUT FILL N/A 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 10 PRI. IF SEWER ES, TOTAL CUT TOTAL FILL ADJACENT TO LOT WITHIN R.O.W. N/A N/A N/A N/A 33 38 122 34 35 37 35 36 37 38 39 N/A N/A N/A N/A POLE 15' AP4E 1•E'i TA POV I - CAN SPA NAnu£ yi - iEC�rAnoN BUFFER -\ XY / • 3 /1' Aft \ \ - PRTY C /NE - TYP .. _ (TRACT BOYf - � • \ .� \ TRACT " \ N . SOUTHGATE PARK ANO P162 1C CS, YEASE4, 1)21)0 5 1 '4 CPEN C�'A;E � f \ \` I EASF.uENT I X CONC.. WALL r Il , GUY POLE - \ !'''7I: v rt l' . ,dYA7F i 10' P'JEY /C 1 ��.•.,.,��, \ , t ' i l l ' iA<T.uzi - . �- G°.ALVAC£ESIr��ORA/NACf ESV; II 1 1 .. r - - - -- - tea - -- -- pc - -- • -- -• . Mili:t --1001111111 1 wog m PL /TY POLE GRADE COMPARISION EX ROCKERY \ • FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT - I SCALE I:40 20 40 60 80 ' Z . I ' I � NEW 5CONC WALK 1 160 UY POLE 1FLE SITE STEPS SEE A5.0 ---- • - -• -- -- -- -- -- -rr/ NEW 5' ASPN WALK SEE SHEET A5.0 FOR SITE STEP INFORMATION RECEIVED CITY CF ruKWILA AUG - z: 2090 PERMIT CENTER TITLE JOB NO. 98013 SHEET P1.6 CLEANOUT PLAN: NOB GARB. BA $ pp IG': ''LLti AD IAF£BB 4294 SEWER S. �ft + TOE. i •'� CONC. DRIVEWAY '•. ' WIDTH MAY. 4 SLOPE MAX.) WATERLINE NT WA1 03d51'28" D = 14d48' R = 50.00' L = 12.94' '6T ORI NAL GRADES 0' FRONT ACK NE 'TES.� CONC. DRIVEWAY / (20' WIDTH MAX. & 159, SLOPE MAX.) 7 / i 1 OP 141. � 0 ' L 26.6999 5' UTILITY EASEMENT WATS 20' FRONT SETBACK CONC. DRIVEWAY (20' WIDTH MAX. 15% SLOPE MAX.) 141.5• %AP " ND. CUL 20' FRONT ETBACK STORM WATERLINE N g 1,1'E SPECIFIC ;MODIFICATIONS. - IPO CH SLAB NOT TO CO +30 ABOVE FINI ED. GRADE) .D.S. :EAT CONC. DRIVEWAY (20' WIDTH MAX. & 15% SLOPE MAX.) WATERLINE. D = T R = 21 L = 42. 0 REAR SET STORM t� ••IVAE DRAINA SMT TOE 160' 2S' FRONT SETBACK CONC. DRIVEWAY )20' WIDTH MAX. &' STORM 15% SLOPE MAX.) VIER 0 f I - ECY�.._y 32d55'41$ N. 174.00' N. 99.97' � N 89d20'5&" NJ 144.38' — �- -- - -' R = 214.0 L = 37.06' 6;' 74.12' J l i the F..EIiA Works utilities 7 Date. By: 15' VEG. � BUFFF�2 LI \ These !Anna have been reviewer+ by the Works f 'ment for conform - . - - - C Acceptance . a' . .:lion do nct VU - .i ds or oRinanccc fo : > d,uacy of the`design m_. tho '' _Inner. Additions, deletions or 1 c. .cce d after thi§\date will vc: �111s acceptance and will require a resubrni,,cl of •revised drawings for subsequent approval. ce is subject to field inspection by \THE SITE PLAN SNOWS FOUND SITE PLAN N FtQUNDATION DETAILS NOTED 0 PR&SIDENCE OVER THOSE ON - 11-1 OVERALL SITE TOf'la4f`�, tiDLP1 ON 5H 3. ALL FOOTIt4G�RALNS.AI $.4 DETAIL 9/P8.0 \ \Z 4. STORM DRAIN \SEE CIVIL SHEET C -8: TIGHTLINE FOR SHALL BE 4' NO ORATED ADS N -iC PROVIDE 4% = .'SITIVE GRADIANT. TIE TI IN�AND FOOTING DRAIN TOGETHER A LOWEST POINT IN FO DA7}ON. PROVIDE GLEANOUT AT JUNCTI THEN CONTINUE TIGHTi�� 3 DRAIN. SANITARY SEWER - SEE C11..•51ET C -12. SANITARY SEWER SHALL S''SpR.35 WITH A MINIMUM29F 2% POSITIVE GRADIANT. CLEAN' BE 'ALL E PER Cr' INFRAA'•T UCTURE STANDARDS. Y FROtJ'METER TO ROUT IS 3/4' TYPE K COOPPER. F9ETTICHT "1. CONNECT'TER SUPPLY TO WATER E CIVIL SHEET C -13. '\ OUTL 5. THE HALL TAKE AN s EWAYS SHALL BE 4' CGKRETE t9YER 2' OF 5/8' MINUS WASHED ROCK. '. MAXIMUM SLOPE ALLQWED IS 15%. 31,32,33 AND 34TOX4AVE TLINDED TO STORM DRAM. DE SLOPE GRADIANT. \ 0 . SEWER \ �O`,,'S� RY EROSION COIOE� L BE PER SHEETS vo'N- = �UNv ■TION AND API' , ER LANDSCAFFE �G. �� . •. WATER o_ a`3 C m 0 v z V TITLE 105 NO.. 98013 DETAIL PLAN SHEET P2.2 O N CCIvC. DRIVEWAY ' WIDTH MAX. Ec 15: SLOPE MAX.) \ WATERLINE 20' RONT SETBA'K OS. I N- 0 ?) , ,, , , 0 N 89c120';a6 N 144.38. ---- - - - --- WALL, DR4t1144G e- sysram 71E5 inrw, House D.S. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE X EXPOSED AGGREGATE OVER 2' OF 5/8" MINUS WASHED ROCK. MAXIMUM WIDTH TO BE 20' - 0'. MAXIMUM SLOPE ALLOWED IS 15 %. I \ 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. OUT — j \ SITE PLAN NOTES X2000 - 175 1. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P1.5. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C -8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER Al LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE 1IGHTLINE TO STORM DRAIN_ 5. SANITARY SEWER - TEL CIVIL SHEET C -12. SANITARY SEWER SHALL BE 6 SDR 35 WiTi I A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTHUCIUHE SIAiJDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER. WATER METER IS FOGTICHT fl1. CONNECT WATER SUPPLY TO WATER METER SETTER. SEE CIVIL SHEET C -13. 7. 0, 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS P1.0,P1.1,Pi2,P1.3 AND P1.4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P1.6. 1. 50100' 27 70' uN4INrc<cED cone caisuec These plans have been reviewed by the Public Works Department for conformance with current City standard.. Atom *tibial was nrat omissions whisk do not stetsons winNotio adopted sib for the a e< d 4 KM es designer. Adak" dei dastIk 1M0111 . drawings die dot nil IVA for snbeeetwat wood Final ampule is aka to Mt 20111.11$) the Public % Maio 10110, Dee: 3/ D� Sit Loader that the Plan Check approvals ro schlect to err , and OffItSiOnS and approval of I :ices not aitnorize the violation of any d code or Ordinance. r : of co ..,actor's copy of approved plans acknowledged_ By Da =1G.1L LdNDSCd�E WELL SECTION ST,D UNIT - I' MINIMUM SETBdCK ,, 11 1011Ir . Permit No. 0 ac.�v �a o °o 0 N ^ u7 0 o c ri TITLE JOB NO • 98013 DETAIL PLAN SHEET P2.4 -∎1 [P6.4 SHEET 1 F "" - - -- L TITLE Kappler Architects P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 DUJARI IN Date POSMIMIIIIIMI By Description _ JA EE 0ENTS- li7fCT naw 5 1 A!E f 4tiA .--- ____--.._" < ,......, 0 JK sR CLOUBED FOSTERVIEiW ESTATES THIS DRAWING iS ©COPYRIGHTED AND IS THE EXCLUSI VE PROPERTY OF THE ARCHITECT ... _ �. ,._ 11111 =I =ii' f', V1': CLEAR fi - - °mom RASED W stAATER)et 2-0 MIt OVER TtXRYs DRAN 4 {LIGID PEPFORAW PIPE (PD87WEGRAGLIU) 4% MIN. SLOPE. v veer-Wee.. lee acsui f SE 1 .4 VERT +roc fDM. 3=ORET A-D A4 EORL13141se0 DAMP maws, DTV T SNP ,i1GERL!!E' . •4 .4ERTSaR � iC OC;�SLL ;EGNCCf elaLt:- .SDM.3 REST A U M vERt.JBaR • BA oa• (DP/ 3,SEEET AL DAM±PaS N3(DivTSM Au t f.R ;o. NUIE -.soy. Puri BE ... b PLACE mem tom 2., BCRPLL.'ARN.L DAMP M QCMWG ( CN. FS1Y AI eiik 6• onsm.AR cT'EJ) sSN. 3S wars U (DN 3SNBeT s) SEE dETAtl. 9.P8O FUR $p ODTh*t3'DRANC& STPoItEIUR �. ,(DIV, 1`SRET A FH 90LNY SBBTRATE, E. 4 CONCSLA6, OVER4 • -RUCSf tEb • AS R' a A3/ S RTES[. hats aWS4ERB a 4. C.G. (DFi 3 BESET AfS .ASAU1ED QfREARhALL RUS E µ EIORIZ. BARS 0G. P•6• CORER OVERL ( DW.3 EFEET'AtS td i�Ele'I. J i3AR A OF. ALTERNATE RSRUS (O}J - .3 REST A.0 DApPPRCbfiS (DIRT SIRE/ A -U. SEE DETAIL 34.20 VOR ROOTING DRAt5 01:44Stt2E-KN (DN:1 °&SET A -IL SOLb casemRATE (3) A ISAR coat (EV.3 PRET -U N xwLL OfTA - L= PP x ;iHE BALL -I. SOUTHGATE PARK RED /P3rL£ HESH'LE "ORE ,SGSit3° AffNISHS A.H4 SCH 1 5 /O17L TRA 7: /ON SWALE SEED ea HEAOOIV' P X7ALL ALEcmczavas• PRA7INSS APFL Y IRS .4V7ZRE AT' A RATE Cr HO L8S /ALHS' W AITHIRNAL SHLM ~MS' OH NA71L£ N 7LVNO PLANTS stict1 AS HULL Rags' (4 ARS ACG?U,£ IALe4.4 LN ALCHOCAFY&'S,( CREEP SHAVE Rust (EPt7241ARRS PALLa7JP..51, SCOL .92'C£ (CAREX LEWL.9 4 OR OT7IER'S AS WOWED Br HE Ca" /M44.371£ 71£ PLANTS SLOW AS L:A7TAa (7)A LAIATA!.G(A RE® CANARY !ARABS (R/ALMS ARINIANAC:E4,4 AAV RIPPLE LO4SESTRNTF (L YAWN SAL/CAW.4) SHALL NOr BE t/ ) MITER ANY LaIP:GCbSTANGLS SPEC /1= 7CA /70NS N T EX 545 CC.4710 � CA/ wr.or LDs_ ,.F FA <- 1 1,(1 /JT i EOGF JF CA "Ch" EA ENS EcA, 5E T/PE I U /JLES 077,FRIPSE N070 7 NA NS 27A, BE 04 /N' h OIA "nA F Ac P E SAI 'N WALL a :2 - M 'OE AL ,"/5. JPLF IHGTW£n✓ A 5A EN CCA. SHALL 6 OW. AA: HP, TYRr - R PAM 'F? 0,47 C'.' CW / 07 h G !' - RUC FD d E, x_ K,:. ._,,A Ln„ hS _G 75 A1!7 C. cr///. APPROP,A 7 "H 7i /_ ' .3 NETw'✓r ..Y° FYLA/TY X 4971.0'4 Tia'✓ .%T 3L7 50 , / !0, CAS£IJEJI1 ,, ' 25-400 . C O .- - C8 44 z i ' ' 26 C r 27 / 28 33 34 -15T VAUL 3 cf l 21 29 30 i CR • TRACT 0121.____ l ~ _ B 43 ,£ P\ EA' , 15 " � 35 36 37 RTOPElf7Y LAS" - Ti. (TRACT NV C "OGF OF EX ASPHAL 5 � 38 XS RA 5,150 OJ. CH' yr s 39 \ WATER COURSE i 123 OG ` \ EOGE G � FY ASP HAL (A eA NVON- i NOTE AS —BU /L T /NFORMAIION IS AS OF 9/30/99. MANHOLE LIDS \ \ \ I AND DRA /NAGS ACCESS LAOS IN PAVEMENT Ai IN ATP. %H \\ /?/41 ELEVAl7ONS MAY CHANGE AFTER FINAL L> } "�R OF \\\ / \ \ .' ASPHALT PAVEMENT HAS BEEN APPLIED. CRAP,. SCALE / \ o zo so 80 NOTE THE FOL L OH4NG CBS ARE ACCESS OR ✓50.0. 70N STRUCTURES, NOT /NCR TS, AND HAVE 50L /0 COVERS 5 75 15,4, 185 244, 29, 294, 3G, 40 404, 42 45. 1259 40 Y/ fl AN ALLEGRE ENTERPRISE 00 4 r J2c /z o-/7 29( 02 . 7 294( C CATCH BASIN DATA (ALONG 2 .S 1.377X P1ACE, OFINE7S ARE 70 FACE CURB WERE CURL'S ARE PRESENT.) RA! ELEV /NL£RT REV 222381 - 5.15 c' "NJ 2 21548 27.48 8 ti 3 21200 21 5 7 (o 5) 2'0 52 B ✓f 4 204 75 200 IC 8 1, 200 05 "8 5') 5 786 73 /87.2 2 (8" 781. 7J r 1 12 N'6I,0, /8102 (12 hE) 6 18959 18569 2 5' 7 17477 71 79 ,''72":S,40, 1 /10S (12 'NE2 B 774 45 171.40 (,3"2 9 174E✓' I 7i. 7 2 8 10 788 95 18354 ( 2 R) 78070 7 /575 0 2 00 I 7559 (12SE,' 7950 I 754 / ,'2 5E '/ L 72 "NN✓ =W� 75 18223 154 42 40 .'1 78320 77 84 15 2 ,7E 74 'J 12 24,0 7 74 t '2 SR) '7687 , /._.:`. /. ✓r .....,6 (12 J' /E% 17 174 55 '8 77 - AWE -)" ' /7 XII! L., i65 6 ,'8 - 007 7'NE OLTJ ;EA '75 45 780 1 ;59 "✓ 3; if E C ✓ %,;'. . _''. 9u ,.u` S! {YET VA /'L T /3 '40 06 - - 7 4=00 \ 270 7E0 "CO 4'0 44 22., / j4 2,70:5 45 "52 77 766 (e.,._Y�, jV / 50 12-/NCH CUL l£RT OA Tad EX /NkE47S) EOL;E L: _F,Y ASPHAL PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;® DEVELOPMENT COMPANY EVERETT PHONE 334 -501, SEAP1E PHONE. 743 -61 -, \ x'A7cR EXPIRES 1 -15 -00 cn u . u In w_ w 0 .'urJ (/5 70297 /75704!) -TH 5`TTr'EET , o o 0 1 0 Y q , , ,I c4 ,, j �: I V .z, Q p er . ‘K �^ V A f C..) O a z RECEIVED!,. CITY OFTU AUG - 4 2000 PERMIT CENTER PEDESIR /av AND R /&/0 U77,YEADIOVT 5" UT/L /TY EASEMENT 75' PRWAIE SEAER & DRA /NAGS ESMT 15'EWAIE ORN 46, ANO SEW, EiMT 70 ' PR /✓ATE 21 � °� REDESIRMA' AND PLa/C U771.17YEA271.0/ 15 r - % - / - l 28 29 30 '� 5' UPLITY EASEMENT fRCWER7YLAE - 71P (1RACT B7YJ 5 UL /TY EASEMENT TRACT "A" WATER COURSE SOUTHGATE PARK KEYSTONE WALL EX SAN MH /9 -30 RE /877 /E 787.6 EDGE OF EX ASPHALT SPEC/F/CA 77ONS ALL 1ffaCW,Sn'ALL BE AV CONFORMANCE IMTF/ MS DOT (AIWA) STANDARD PLANS AND S.EZYF7CATX)NS FOR ROAD, BR /DGW AND MUN,CYPAL COVS1RUC11 PTY OF 17/A P//BL/C MOWS .SEME7? CONS77PUC ON AND DE6ELA°A/ENT STANDARDS AND VAL WE & 47/571i'/CT STANDARD SPEC/F/CA77DWS MANHGCES SHALL BE 48-AVON LAAA/F1E7P, TYPE 1 MN ECCENTRIC CONES THE MAX/M(.W NEWT Gi' 1NE R/S>=R ABOLE 7 /E Q;WE SHALL BE 24 /NCNE4 /NCLUD /NG FRAME AND COLER. BASE SWOON SMALL CON1A /N A PREFABRYCAoED COA/QRE/E CHANNEL AY,47BER GLASS SY/PPORVED PLASTIC LAVER BY GI/ LAVER LTD OR E01./AL. ALL MANHOLES 57/ALL BE CHANNELED TO 11/E CROW OF THE SEWERS THE /N6E4T OF THE OUTLET SEVER SHALL BE A AONANUA/ OF al FEET BACON 77/5 /NCOIONG AVLERT EZEVAM:WS ALL MANHOLES S)YALL HALE LADDERS AND SAFETY STEPS algER P /PE 57IALL BE PLC, ASIA/ D -303, SDR NO7• AS —BU /L T /NFORA/A77ON /S AS OF 9/30/99. MANHOLE L /DS IN PA kEMEN T ARE /N M. RIM ELEVATIONS MAY CHANGE AFTER FINAL LAYFR OF ASPHAL T PA IEMENT HAS BEEN APPL /ED. EX SAN MH /9 -37 RE 208.4 /E2022(e "N, S& W) EX SAN ALH /9 -32 RE 2577 /E 230.7 175 EX SAN MH /70 -72 RE 108 46 /E 10059 (8 - 7N ) 5X RcCKERr /E 70024 Or OUT N) EX CONC. WALL 8 S \ A \ \ \ \ \ \ NOTE SEE &WY C -15 C -16 FOR PROFILES NORTH GRAPHIC SCALE 0 20 40 80 1" = 40' EDGE OF EX ASPHALT (ABANDONED) AN ALLEGRE ENTERPRISE P /PE DATA MH NO TO /MN NO SLOPE 2 3 4 5 6 7 8 79 9 10 >1 72 73 I4 75 16 17 18 20 00 (/0752) 2 955% EX 1271% 4 551% 5 194% 6 1 73% 7 2 61% 11 1050Z 19 70,3 9 9 8 84% 10 555Z 11 96% 72 74 55% 13 856Z 14 529% 15 724% 18 1520% 77 5 45% 75 224% EX 14 46% 75 1515% 20 122% WA 7ER COURSE ^T WA TER COURSE 1.3717- STREET /E 734.7 1 8- /N /E 7338(8 "00/7) EX SAN 775 //0 -32 8/A' EDGE OF EX ASPHALT MANHOLE RE 149.86 /E 1427/ (8" W) /E 747,45 (8 "S) /E 747.55 (8" E2 EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIET ESTATES DUJARDIN ®® 'DEVELOPMENT COMPANY EVERET PHONE: 334 -5018 SEATTLE PHONE: 743 -6140 MH NO R/M E EV /NVERT ELEV 1 776:92 171.69 2 165 99 155 77 75925 -417 789 181.41 8550 17504 17287 5 ) 775 09 1 171.29 177.19 6 ( 77758 ( 16565 16553 7 1774.79.) 16696 16672 8 789.95 18120 9 17870 170 42 17015 76572 16542 71 ( 168671 15522 (FROM MH 15522 (F6041 41/1 10) 156 72 (OUT) 14790 14745 14295 142 65 I4 ) 144 68 ( 135 48 155 78 75 1 756 60 ) 13150 (FROM Mh' 74) 757 77 (FROM MH 17) 751.47 (OUT) 16 15338 146 73 77 740 13547 13552 78 720 90 71150 170 95 /9 786.09 17563 /FROM M/-/ 20) 17554 FROM 6f 8) 17514 (00 20 19758 70 772 27 .:AN MH /70 -51 Lai c‘a �olW 7J 01 RECI CITY OF pns - KWH A 70 PERMIT CENTER 6 C -12 Imvsmnal 416eue WATER COURSE 47529TEP MO/ • TRACT "B" AMON 0217 MLLE 116M ADP PRVS747/ON e w (SEE Off C-14 1. APHROPPE LOCAIEWS a L/771.117ES HAW MEV OBTAMED FROM AVAILABLE 11L AND AA" SNOW FOP aVIVIESICE 711E CONM'ACTON WALL BE RESMPEELE FOR tEM7CADON OF LOCAMN MOON AND A72? DECOLEPT OF POSSIBLE ADDR1P64L 1172/11ES NOT SHOMY $v AS 719 AH2V DAMAGE a? aLS'ESPBANCE: 7HE 02V7RACEW SHALL CaVTACT liE OPLMES LINDEROWPMLI LOCAPLW PHER (1-800-421-55551 PR/OR M CONSPIECIADAL PiE tHEVER igg REPRESEWA PHIL RE CONTACTED FA ilid/7Y CaVFLICT PIS75 2 CONTRACEP SHALL NO7FY 4107RICT EACWEER A MAIMIAI OF 18 HOURS I V ADVANCE OF ALL REPESTS Fa? STAA2V5 7E371IM a? MSPECPON I COMPACTOR IS RESPONSILE 777R CaV7ROL AT PE OF STAVING • CONTIPACEM SHALL ROW? PCP DRAMMS FOR APPROVAL WEE REWIRED BY 7HE DETAIL SPE:IF/CAPONS AHD EAPON FROM PE ENGEVESTS M3)12M 5 CONTRACTOR SHALL INSTALL ?Z4P4�WT4V ACCORDAACE 101711 MANIFACTIIROTS RECONMEN24170A5 IC ,7125 SPEL2F1CAP0A5 AND OTT Ce" EMMA STAAVARDS • COMPACTOR SHALL FORNSH ALL MAMMALS 7 ALL EMIERMAIN PPE SHALL BE DIMPLE NAV PASS 5.2 PLE111-aV A2MT 0 R AELIVANDAL .0W1; COVENT-UMW OM A2142 ErIEWCR OWED w111 CO4L TAR VARNSM PSEML/4170N 70 BE IN ACCORDANCE M711 MANIFACTURERT IIECEM4EWIAllag5 ALL MEWS PAU BE CAST /NON AM 7 5VAU COAraFe/ 7 0 APPLICABLE PORMIKS' a' A4( STANDARD A21.14 A21.11, 6152 9154 ARV A21.5.? 81711 A 1010,118,1 PRESSURE RAY/NO a" ED PS/ AND MU BE MEAT-MEd d ALL 547E VALPES 70 BE MLISLEN ALL HIVRAAIS 70 BE WELLS? 112 CAST Pall MEDVAMPIL OWT2EEW GCEPLINGE RETX4052 TAPPWC SZEElf3' SHALL BE MUELLER CAST PON ,42V Parr COWED SEEL, Oh' ffallAC 557 111771 SUMPS SEP FLANGE 12 02V7RAC1OR /S RESPONSIBLE' Fa? SEEFIEVO AU DOSTAV P/PE 7 AND SIZES 1VR =EPIC= CONNECTIONS GY.17-05 AND NW TAPS 15 3 1/2 MOT AMMON OPE? 0149? AU 1017E7iMAIN PIPES 14 DPEOPE? 70 PAY PO SE41 COLW7Y AND OTT hiCSPEC770N FEES 15 ALL AIEER LOCATEWS 70 BE COOP46917ED M711 8541ER 0,571ED7 411,25 SOFEEMEME7V7 16 ALL EMM HIVRANE AND MANS 70 BE OPERATIOAHL PREP 10 CONENCELOVT a GOESPLICSON 17 NO SPACES ARE 10 BE MADE 11177101/T 01877271 APPROW4L BY 71E W /725 SEPERINIE769- ENT a? OSPICT EMMES? AND ME WY a' EMMA PUBLIC MVP'S EMPEDE REFER IV ID "725 CCA0/77aVS AAV STANDAR= AND M IHE CITY a' MINA STANDARD S°EaF/CA770ALS Pa? ALL REMAINWO NOES AND DETAILS I'd PROICI• SPINE LAKE ARE TAP GOALAECIMALS Fa? ZAP/ PEIWO IWIER ME7E7? • MAXMLIM AUOMMILE OPP/ TRENCH MALL BE 80 FF27: 21. STOP' AYES SHAU BE COSENED PPM AU PERMS OF PRE 22 MODIFED FROG CaLPACI7ON AND 0126124 t'MOE EST /PEPPED AND COWS OF ?EST REPOR7S SUSIC7181 711 111E LVS7RICT SCAM! AU CaVPAC71ON MOE? PALED AND 7RAP7C AREAS SHALL BE 958 11/1100.41 GISIS717 WARP' PROCTOR PER AVM D-1551: AU OlhE? AREAS TO !FE. SOT MAMA& as$5 MaDFOM PROCMP 21 ALL VALIES FRE MORAN): AND SEMMES 70 7NE AETE? SEP 7V BE INCLUDED AS PART ar measaet AND PARITY 1ES1S NO E7ICEP7ALWS 24. 1RAPE CON7PCI SHALL BE IN ACCORDANCE 81171 Ger Gr :70781,4 REPPENEV75 25 ALL PPE AND APPEC7EVANCES 7 0 BE 7E37171 TO M7MN 10 FEET a" ANY CGWAEC71aV PaW75 MIPS 0711PHIRIE APAWLED ST ENGELS'? 26: 02VCRE7E PROST BLOODWO SHALL & /WIWI AT ALL BENDS 7E15 MEWS a? 071ER APPLP7EVANDES EWE ANTE FORCES REOLME RE3MAIN7: itt0P7NO PHU BE eV ACIMR9AACE MP RD 025 STANDARDS 2.2 THE lES7INO AND DZAFECNIN OF THE Et47ER SYSTEM SHALL BE MPESSED BY ED 025 • All REMIXED M0RAMS SHALL BE SE2NERS7 70 PIE NH7E? 1457RST YARD BY ME CGAIRACTOR. CONCRE 170ZECT INIERNMAI NU GT 25' ANT 70 WRAY PEET OF • fliEM C 31 32 33 34 -e 45 'BOO fiAL,M.0 CONGREE 61000N6 NO1E• ESZP7 1017E7HIAN MAX a" 25' PE7? ?NT AS NEEDED 10 LOCATE IMERMAIN AS 4i2/CAED ON PEWS EDGE Or EX ASPHALT (A//ANTI//IS) WATE COY SE \ - 0' x 8' Er x /7„) \ 1 - LT PE VALE In 1 - 8' X 6 097110E? Pi x 14) 1 - 1/110,W7 ASSOM7 (5.7.7 RON) EMCEE 00000 S Si?? t-rxrarpeztv 1 - S4� warp xM - HYDRANT AdEMEY awariz AXIOMS CONCRETE OR/I,, CONCRETE WAIL CONCRETE STEPS CONCRETE WALK MAME Et 800 COMECT F ?/18718" - 8' x 111116/ 17.) 1 - CAE HILIE • 1 - HMOS ASSORT (1.15' RLIV) COVO/f7E 8102210 19k)1 GRAPHIC SCALE 0 20 40 80 1_= 40" EDGE OF EN ASPHALT [PIRES 3-15-00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE: 334-5018 SEATTLE PHONE: 743-61. a 96152.00 C-13 RECEIVED CITYOFTUKWILA AUG - 4 2000 PERMIT CENTER Dining 12'3N121 Kitchen M. Bain . i'6' Side Elevation Rear Elevation tion rI (C , C , 0,1:1144ff 13/.911,313 WOM Lower Floor Plan ESTATES Porch a Cefice 200 LIAKE FOOTAGE .„..,, DRAWING INDEX • _, -- Al. CODE NOTES AID MAIN FIOR 995 SF AZ FOUNDATION & UPPER 443°11t 12-S-SF LOWER FLOOR. PLAN UNE EASEMENT 950 sp A2.2 MAIN FLOOR FRAMING TOTAL 2246 SF Al MAIN FLOOR. PLAN GARAGE $F TIO A4. UPPER FLOOR FRAMING 139 SF AkUrPER ROOF FRAMING 503 -- A5. UPPER FLOOR PLAN DECK / PA tOLA A7. ELEVATIONS & ''''' BUILDING SECTIONS Di. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS s3. LATERAL WALL SCHE1DUL Edriti #2 1 (9).1.1444.1 .02, I ioor Plan fr.e bje,t : at"( Of TIPAWIA WPROVED SEP [_] REVISION t ji4 B _ _ IDPIJC PLN B200011 1ME HEET RECEIVED CITY OF TUKWILA MA 3 I 2(ITT COVER PERMIT CENTER SHEET 1 . 5,00,22 D 17 Dlvlebn GENERAL REGUIRSENTB 01909) f�7ffRAL 1 he covereLnml tee been prepared .. a generic out. Form following the s era:vas eat by tin ConetructIon Standards kettle. (al/ It Is For the ...nos of the Camracc /Os err. 1, aullNa i. Intended to work with a material erasion IMO foil., .,C51/ Faint Not all Ilew are rece.earil y required to deplete this spat, pole. Coad.b meth Contractor /Over facarpi, Iletrlg of epecln.ttone. 1111. Urie covers eat It will state 'Coordinate with ma Leda l MI..!alai saeO k'. 1. or nge are e the PLER KAF ARCHITECTS. P5 rel.. all rlgh., Tethers* Tethers* and copyright gn I M f copyright ac . Repromctlore Of IlhetraUaa or working drawees In try fan le by authortratbn of tin KAPPLER ARCHITECTS, P5. only 3. Aut... reproductions mint bear the ems of KAPPLER ARCHITECTS, P5 4. Corslruction/working drawings by thaw very retire are deg uc and do not prpot to Mow all details or co di.. of construction*. Qnstione generally arise to the arditectuavdesign Mme and to commuction tednieal detailing mithw these d Ae cbrlTlretirne, nterp ase, ad revieicro are all pmt of the carelNC , poemas KAPPLER ARCHITECTS, PS, therefore that' not be !lab. for a, case., rare. or consequeua damages one a rasa of not parucpate, . the corelrucum process_ 5. Do not vary or modify ohs work anon, erzvpt with trnt4l setrueuon from KAPPLER ARCHITECTS. Report dleaepanclee, and onMors to KAFFLER ARCHITECTS, P5. Imed:ately 6. Due to tin nature of construction and to bulling process there will be bidder design and Contractor/Puler eeetio of the Pea, p.m., ampere., and ...Iles. nye eel of wo., ddwInge le ardor. a lauchar ea' and does not Include epecincatbne or Wilding materiel Ile.. There ore k la to Contract... regxroblpty to povlde and coad.A specifications, ncludkg pods miectlon and maauon a Ammer, KAPPLER ARCHITECTS. P5. assures no liability a responsibility fa dlwepan des or conflicts Much moor trough Contractor/Purer speared materials and .Mir respective Mialiewon. KAPPLER ARCHITECTS. P5. a.m. no Ilabillty a ra cesibnity For any tram Wh may be called out or referred to by aruraa;rer as brand name, Item caned out are done so for comer. r. only 1 Do not scale these dean. for mteal dinar, verify all drenialone and .tuna before canna*, work and be reepaeble for their accuracy ad report dlwepe oleo oceekro to the arhtect l.nedlalely. 8. IM Contractor /Other !e responsible fa coax d.t.g work with that of all trades to metre proper and adequate Interface of all trade wade. 1M .actor than lea reepamlble rim all read sat, pee e.. arcs prose.. required to do this work 4 Except as epeGrcalkj de.. oUaw., Intareation for all definitions, abbe'vatlone, and supp.e tat dd.Itiass dill foil. sampled referenced standards. 0. All work wile wt contract can reereeent tat or in cletry atadarde for the respective trades In this location In dhkh the poJea la Welt 0001 111571 I a•Pn - n45FYl1 etiRq - FLATS I. Provide caul apace amen. mnkwe 18' x 24' mbetructed access per IIBL. 23173. IJo lab ad weather -et. pp energy regnrenente. Allow B' ..urn space tin . wood J lets mind p' leh*m spa voter wood girders. 1. Ro.de attic access, Mar 21• x 30' with 30' ea. headroom at ...clad readily acceselble cp., per UF.L. Neaten 5451 Mule. and weather-amp per mangy requirement. 3. Provide ventilation per UBL as folic. A/ Crawl space vent... icier. net area tali be not lees than I e.f. per 50 et. under Floor arm. Comings 4111 be placed as c5es to the corners one pacucal ad stall provide crone ventilation on at least two appro... opposite elder per beat, 23113. B) Attic verellatlonl rine.. area Gall be not Imo Um 1 ad. pa 50 et of attic arm a 1 e f. perm 300 af. of attic area If N ta In tin soffit and 1/2 b at least 3' above iha pal Ire per U.B.C. section 8053 and energy reek/ melts. 4 Slope all cede, mks, divemy., and patios away from Wilding. Minimum M par foot 5. Garage/Nouse ocopancy separation: At Ocopancj separation Von garage to home shall be of fire resistive core... and be on the garage shade, and extend from rW -sill to roof ...thing. The canine Iota., wall, pore and beere mpportirg othiCtire above call be covered with 5/5' type x' EIS wren a ilvng area is above thin garage Use 2 lay.* a la' t 'x' GtE at 1 ad Tr, per UBL 3024 and table 1 -13. 6) 81 Door between garage ad Mums den be tight faktg, ern- closing solid wood door 13R' .. per UBL. ext.+ 302.4(32 6. 5ter meetly: 4) Headroom 6' -8' man. width 3' -0' mMn. per UBL. .scion 1006.5. B) At private Bare tread 9' mnlmm riser 8' nexmun. A11 other stairs tread II' minim., Meer 1' maximmm per UBL 063, C/ Top .grail shall be 34' sinus 69 ad 39' maxhvn above Ua main mcuon ad not lase than 1 le' or more than 3 17• from the wall and alth r.me at mrh end per UBL..aton 10065 D) Install Mrs blockJng at top ad bottom of etrmger can ad mall along etrirger per UBL sector 10511. E) Cover unable apace under main with 5/8' type •x' OE, use f 2 lasers a .111, area. 1. Laundry Chase a Dubraltm 51RS - povide 5/8' type •x' Gab or 26 gage dheetrt al with lock jades on an opera, to dart surface. call be sell closing bold core door i 8. Freale/pp', - as per MC. 255. 9. ...al demon criteria: Theme rotor are moulded for convenience only ad do not rely tat caplets etructral analysis a6 been done on the et - vawe. At Truce Lcedng: Load Top chord live load: 25 psi Top chord dead bad: R pet (20 pal, If tile) Bottom had uve bad: 5 pal TOTAL LOAD 42 pl B) ,Goof live load: 25 pal C) Roo- five load: 40 pl Dl 5 h and condor Ilve load. 100 psi E) Mara. tilts: weights provided by mamrfacWer Gl Wind: 80 mph l op 4'51 Pse8 3 a.e:mod H) Allowable 4II r,eeawe: INleae a sole report bye quelltt vgleer Ia p ci a Moorings era fowc.tiae man lea rn dssuned 2¢00 pal bmr.g capacity. JJ EgWValent fluid preeewe 35 pal. 0. Prefabricated Fireplace .d Solid Fuel Bthneg Appliamea• A/ Solid fuel bee, appliance, Include aktlght stoves, fireplace stoves, room Matm,/flrepece mimosa, rectory built rata., and Replace Mete, and all stall corona, Leith Un povielam of Section 304; -3046. UMC B) Meml C Ball be encl.. above to story . uhth the appliance served . located, et wawa art, one Gar fire reeletance rating, and with a apace on all eider betm. ch.ney and ado., walls wfncier for examination ad repair for entire Were, Ualle shall. ash.. pmange per W1L. 814.1 -8.14.4. C) Rohde fireelppng at char l per UBL satchel 108.21. D/ .ail metal fnep;ace with deal, and tem/sads per arufactirere Prefabricated Flreplecee, htmrnje, and related comperes. to bear UL. epeolRotorm. or co I5 seal of approval and be Melted per mnutactrere requirements. R TYa hearth shall and at least 5'. from of ad 8' to ea, side of tin fireplace p4'r'9 deer the open, Is smaller than 6 el. If W opening g k 6 el or larger, to dearth call extend 30' . From and e• to eah side, per BBL. 31021, 03100 CCNGFtTE FORI'WDfd' I1BC. END DIVISION I Division 2 SITE ODTdC Division 3 CONCRETE o MI _ .. CIS a: -raw Loa,. Mon. n Massy Fireplaces: A) Masan, nreplausa Mall be dealglmd ar.1 constructed to oamly with UB.0 section 3102.1. B) LNmrhry [4m.ta.. ,hinny suet exted stone rode a mlfnun of 2' -0' above an ntar cap, sloped a tin t on shed en 10•-0' outle dmmey. n or c to have reM'ad eerd- cement. rx L a mtr_, a mrary, ne a concrete Won ulth sand cesant p ing m shed eater. Pmgtrg to be 2 7 . 3 /a' a a " e 121ae aeoa sexes a careseb cep b d peth r le or relfaced with 92) s l bare one bad baare as churn. Rookie Ion' slash mimes spark erreal at flue teens.. type C) Chinm9y D) Raeder, flash and comet h with mint 26 ga. galvanized duet metal i lerA ltepna a �' E) Mdurage - Anchorage *hall be povlded at all ulimge and Moore e then 6' -0' above gads, except when Constructed entirely wkhn tl'e exterior mil of t h e .111.4 anchorage to be (L 3M' x I' steel straps oast at least U Into ...ay with an 180 degre. bend a. a 6' extension around the vertical'af ford, bars on the osier., of the each strap le b be seared to yes 6WChral Gaming of the bulking with at V22 b*. ' bolts pa strap. Where Joist. are parallel to the dhhn.y straps are to be anchored to 2x4 mos.. connecting at bast 4 Jolts and seared with (11 lad mil each joist type. F) Clearance. Provide I' ceararce between moony ft.. a dem, and cortmetble hang what on exterior wall (N' when ern M.h a gaol Provide Y clearance between meorry fireplace on char, Goer combuetble Framing Men entirely let. the.1dkg eeno.e Corbuetb..e.lal call be an 6• clear hoe freplam ant,. No sdt material ullhn l2' of eM opening shall poJect more than VW for ea h I of clearance horn the tp4Jay. Roe. sisal rood Rreetopprg at all separate betseae Replace and moadhamrg. Wall header to be met 2r above Replace opening for Prep.. belt flush with the mall lame Mader height 6' For every 4' of masonry projection Into elks room G) Smoke Camber - Smoke cheeses to be ecnelruceed of clay products, with mnimm tddaeee as folbre: hack mall - 6•, Bide wall - 8', front wall - V. H) Deeper - Dar.- to be ligx fktng, opera, ells a ready accesstle normal or an appoved automatic control. Deepar fully opened 6.1 have free area equal to or greater than the required maser rue elm. Meabutlble Intel VI._ J) 1 earth and Extension - Hearth to be dirk etc. one, a other appomd non cadr5tble starlets, on re- Informed to carry Its can melgt and all nepomd loads. Hearth met exterd beyond replace as follow: Opening 0 eq. R to 5.99 eq. ft I6' In from, e' each aide. Opening 6 eq. ft or Ierger 20 In hat, R' mh side. Conc... ate este.. to be re.fonced with mt here • 6' or_ each way Pre -at slam on pre -cast concrete hearth ad ext4*ICne to be m opened by 353,346• angel • 24• our Rose. anchorage to floor framing as noted above gads. Hearth to be dlUrgulehabie Fran acJacent flooring material. K) Firebox L/ Caebustlon - Ar porkies an aAeide source For carat.. ar, 6 aq. in mat duct size, with operable damp., outlet to be boated nelce the frebox N Ua fret portion M) ...Ion I. Famdation malls film 8' Ude. 2. Footing to be mart 0 thick and axle d 6' byod fireplace re -Mated with 4 bare at 6' mole each way, and beaming on nen mdletubabie soil. 3. 5p11t foeing berg to v.li 21 chimney re- enfacee.t per Wp.e 19 ad 31, 01060 REtJ. ATt REGaJIRETFNr8 I. All Caethbton Gall conform to thes 1991 thifov WWI, Code NBC) and t e ccordanca with aII Stab Laws a R g Uom and varies codes Imposed by Juniedictlom requlrenmme ad loca e utna tt 2. Arrange uwpexewn that are mareatory din to Jvl. 1.5.1 regmrenets. 01 TGd TIOUF ! ITIF L Reside Temporary Facetee - Irokwdtrtg electricity, eater, temporary toilet, per Jeried.loml ragwlremems. 1. Provide Contemporary Controls - Inducing erosion sediment and carte. water control and envapmen:t dining conetuttlon per J.ledbtbnaI req iren.ke. Part 3 01100 - Ewe.. - Eucuuon Pfa grading: 4' beau flea, grading unless others,. specified. Feld, gadng Landscaping diviebn 01900. 3 Excavat., badflling, and coact, For atrucWea as needed. 4. Excavatlon, badfilling, and cap e, for pavement ae needed. 5. Mull, are deposal of excavated materiel as medad 6. Iepatwg of material as needed. 1. Rock removal as needed CaP2 Part 1 - Product L Mk. road, ad parking paving. 4 Asphalt 2', donee B, over 3' crushed rock or 2' ATE. B. Crushed rock 5/8' aka. C. Concrete per Divfelon 3: L Flesh and cola: Coord.te with material Mldh x!ectlon edhadWe 2. thin Pavers: I. Coad.te with materials fri. mlecion edadub. 3. Pavement marking, I. Coordinate with meets. finish aele chi. echale. 02100 SEWAGE AND DRAMACE Part 2 - Product I. ar. nage eye.. A Foundation dra.ge 4' ADS p.faated pipe non- rigid. 2 Stein serge eyetee, A Exterior catha., gates, and frames: I. Coati.. with material flnieh select!. ahedule. B. Culverts: L Coord.te with material. flesh m.ctiw adeale. C Dram pipe: 4' ADS non- perforated tight Ilea. 3. Sanitary sewage mate. Sewage collation Ira. 8' PVC ellees cast iron le noted. B. Maio system. Per aawltge a bidder dent, Part 3 - Execution L Svdeage s j 5Iope te damn end surround In well crate, materiel par cbialle. 02810 SITE IMPPOvETENTS Part 2 - Product L rrlgaurn syetol: Bader des I, Coordinate with mater.. Mieh ..trice whale. 2. Fmcee ad gates: Caond.te with mate.. Mlah mlectlon schedule. Pan 1 - Product &Oder Design END DVI51ON2 Pert 3 - Execution I. Fans r. ad brae, for structure! cast -In place concrete mall be bJ rut orlraeta and meet Ms requirement. of the Mawt, and tttuetry sardar., 1. all fon .shah be pled . eac a manner as to all. reset -. place concrete to be placed on solid subsets and to allow sWCtral euppal nerb®n to Nt Woe the Vat Ira 031¢0 re t^me Part 1 - Product I. ReWorce, steel: Deformed bar slue ad localism per plane and detail. Grade 40, Fy• • 40.1, 2. gelded ere fable: at leaders per pane and dotal, 656. it1.4r141MP. Part 3 - Execution I. A Wee. lap for all bas .all be I' -6' a 30 delete., whichever a larger. Provide come bare b mieh Ftmrtronbl rUnfacentex Mee. coverage one detail and MC Chapter 19 03250 CONCRETE ACCESSORIES Part 2 -Product I. Ander bolas: la' x 0' mese of ensile noted on cram, 1. Expansion and contract,. JoMe: Ul' asphalt irpregneted Mk one located per draelnge and detail. Part 3 - ExmU. L Anchor bolt at 6•45 min CC, p• ham corner and jokes ....Mere .Mere min T, 2 bolts per piece of wood. 03320 CART -N -PLACE CRdC.FETE Part 2 -Praia I. ethuctural concrete: 5 melt mix. Fc' • 25¢0 psi at 28 days. 2. Aremectral concrete for erpoeed aggregate Minh (memd), 5 ea, mix F.. • 2500 pet at 28 days, alt, 3/8' rand aggregate. 3. atm..: All A. An concrete deli have water reducing admixtures except for footings. B. Air ermertainmr Mall be 5 -8.. all concrete exposed to is-star. C. Colrg agar: L Coord.te with atrial Mesh.lectlon echecute Part 3 - Execution Dlvlslon 4 M ASCJRY Part 2 - Rodct L Type '5' mortar with Integral mteprotg agent Part 3 - Execution 0460 MASONRY ACCESSORIES Part 2 - Rodxt 2 . ins and Tea: I. wide n guag cartegeled. steel eW p : non- caraiv5. 2. Join rCMa eardar ladd4 t,}'/8 9 gage wire 1 - bin tan mall thhldvl Pert 3 - Execution I. PmU cC1per11 Part 2 - Product 4 Exterior bcatone: neee., L Cocrdeate with material. finish mkctlon so edulet Merlin boat. mre/ag: Coordinate with easier fires, sekcUon schedule C. Pavers/planters: mmeanfg: Cocd.te with materials Mleh selection schale 2. Concrete .sorry mite: grade N -I C74J, mkee ahe Ins Ndlrated sizes p4 ask. e. A Special ilea: I. Coordinate meth materials nice, selection schedule. 3. Glass masa, Mte: ( gram block! A Exterior locations: mrc/nrg: I. Comdr. o. materlala I e. selection echo... B. Irerlor bcatgne there/m4: ' L Coach.. with materials Mesh eebctbn schedule. Part 3 Exec.. Brick and Veneers A &Iola veneer alt.a supported on footing, fardatrn, on other tern- comLVtble mppau. It tail eve 15• felt backing and tee at I per ea, 2 st of veneer. Provide I' mhh.. air epees batmen veneer, and bac ki g,. approved IN * at lam M v.5e -, end 3 /8' raid weep.. at 32' ot. at the bate a veneer ext..s, from tin air space to the exterior. Veneer 4111 exp.. no bad other tan its an wesight and .M vertical dead lead of veneer above, B Per UBC Chapter 21 1. Cone. weary unit (CMJ/ A. Co.., masonry Mt wall than be communed to conform to ARM C90. It than be aid yp,..faeed, and anchored one Mown on Maunege. 04.10 5TCNE Part 2 -Prod. I. Ae ehwe on dawrge. A Extents ;matt.: nesantg: I. Coord.te wllh .ter.le Mash mkaon schedule. B. Inman locations: mamtg: 1 Coordinate with materials firth selection .heekrin Perk 3 =r o I. Stone Yam.. A . See &Idle Weer. END DA.. 4 DIVISION 5 METALS 05050 METAL FASTENINE5 Pert 2 - Product 1. Bolts: Um alzee ad dupes per dug. or one need. for Intended pr.poec.. 05500 METAL FABRICATION Part 2 - Rod. I. Wdmlla and gmrdalle. Provide In slue and locations as Mow per de, END DIVISION 5 Lake. es U0 CO AND PLASTIC$ 06100 ROUGH CARPENTRY Part 2 - Product I: Freeing Curter: Framing Iuel6er - sta11 be earked es confamente with the WCtB. standard grading rube fa met coax I:Naer ro. I6. lateee editbt All KM bbd mMm. BL. Jo.t ad rafters: Ux6 and larger) Her -Fir 2 or better. 8. Beams ad etr2gere: (4x ad larger) Doug -Fr R a better. C. Poet and le.. Doug -Fir e. D. Std.. plates, a. mi. light Va., Hem- Fir/Do, 9 standard E. TArs ad micronann Per arufacurer Glen .r.ted timber. I Simple span: 241 V5 DF1N31N 1. Catnuow a cantilever: 24F V8 DRDF • G All other lumber: Hone -Fr Standard on better. H. Plywpod/alerad .Vend board (015/ APA gad. I. Well .a thing: see 'TYPICAL BULDRG MATERIALS' Mt on to dugs. J. Flax .ar g: see TYPICAL etnLon. MATERIALS LIST'cn the dug. K Win: Ae noted on damage. 2. Particle Board: APA graded A Indenlaynent • I. Flamm 5/8' (UON) 2. Sheet vayl: I/4' NDNJ see division 3. Cabral steams 3/4' MORA 3. TNeed A Refalri.ted corral pate mood roof tines call bon designed and stamped by the ma-uracwrer et acrad. Mh 1 I lt sign epee... n for natal pate ctxrected mood tn.., Design acre ge and d dea to be amt.. an request. B. See Roof Fr., Nam' on arenas. C Roof dvige, layout load., ad bra g shall baby manufacturer. D. Flea alterations . tr. meet be desegrescl by menm6aarer- 4. Fastetas and aches,. an rail dell be coax l mare of em for htereded prpoes. Attach Umber pat to flush heads ad beans lath Skpson V hangers e a ga eai metal to eult M oe ended pep t 5!epeon herdmre at oUr locate. as outifned pa drawings. Bola heads., and at masers per Ph.. 5. 5 Post to eat Footings caredlat Reseda pressure ...post MO poeIUVe correction to focWg par LEG. Pat 3 - Emma I. The toll. j all apply urdese .teem on drawings. All rood Vaelg detalb den be trvcted to the eahi. t end.. F ites I'EC. All Framing a. conform t the requrements a Chapter 23 a the1EC. 1r' vin conform to tab. 23- II -B -I of h 1 C. Hdg. and epacrg of nude dell morose to table 23 -IV-5 of tie MC. 25200 FN15Fh C.4•d414f2h' Par 1 - Product 1 Crane. A Comdr. with ratma. F.t. mkctbn ached. 2. tel.ak and caelg: Co... a. omens. Finah selecton acted+. 3 Pmelug: A Coordinate .th haferae fie he selat.n xkesdw. 4 5a1r and hand. by A Card.. etth eater.. frith eelecttm schwa. B. yes dr.. 00.. mac. mealy rag ream.. 5. Booi arm aed bix -n eheHm Coad.b eilh Materials (trod: eebcJOn schedule. 6. Plastic Its ate and ad *•face natural: A Coordinate mat mimes M. sol ace ahra.- ETD DM..6 Division 7 THERtAL AND t' OGERS PROTEC11011 0150 DArESQ2EI Pert 2 -ROdtt I &orayedmon en,. aWSlot Part 3 - Exertion 1. Qtr( I/ coat per IEC1402.4 Apperalx 1819 0150 VAPOR AND AIR RFIAFDFR Pant - Product L Gard cover: 6 mil polyethN 2L LYadc 2 Building leap: seer the TYPM, MIME MAMMALS IM on to dram, Part 3 -Enema I. See DH TI, energy rare.. 0800 11.54-ATON Part 2 -Prod. L Fiberglass or newel wood tat., bla-.at mearal pool, ad extruded payee,. A tall: L See the TYPICAL Bin IN MATERIALS' tat on U dugs. B. Canino: L See tin NP2 BURP. ATA TWS i.1 an e dugs. C. Root I. See the TYPICAL EUILDFE MATERIALS' IM on to e4gs. D. Foudatlon Pena' R -10. 3 .1.24 foam: A Stadmd meant Foaa Part 3 - ExeCalbn [ See division R: ant, recOrercms 01300 RCOFk6 MATERIAL Part 2- Product 1. Shingle. and roofing tiles: A 5. the TYPICAL BALM MATERIALS' Mt a: to drama 2. Marano roar, A 3 -ply tat soppetd. Part 3 - Exeeutae L .all per .rrtfacerer's recaren.tion ad Chapter 5 or to IEG. 01460 5I1D2E MATERIAL Pmt - Product l Sldkg: A See to TYPICAL BUILD. MATERIALS' est on to dae2I 2. Ire A Sons to TYPICAL eau.. MA1E12141.5' lime on to damrge 3 Soffits-. A lea to TYPICAL &1lDMCr MATERIALS' IM I the Oawrge. 4. Other: A See the TYPICAL BUILDING MATERIALS' Mt on tin dmmngs- Part 3 - Exertion I. Moan per manefacurere recornendetbn end Greater 5 of to WC_ 01..5 FL 45.. 0. TETA/ Part 2 - Rock. L Gauge galvanized, prate. Part 3 - Bee.. t Beall per C.. 'Ada 5 orthe EC 0T Pan 2 - Product I. Yore: A Ridge vat: maned... by: I. Coordinate enh materlale fllh select. sd1. B. M.o. venR .ufacwred by: I. Coach.. with mate iate.fin. se..on schedule. 2. Gutters: A Conteexas a prorated: I. Style: K pot. 2 Color: Mat, Ms. • 3_ Daumpouts: A 1.3 rectergWar alert. prem.., I. Color. Match fascia m ire B. Teto [Mot eyries 01800 SKYLIGHTS Part 2 -Prohw I Marmface Teri A Coordinate with mama, M.■ select. schedule 01900 SEALA2LT5 AND CA1- ILKIN(t Pert 2 -Prose. I. Caul.g A 54. WMd.:e aukrg (SI3R) L Color: Mae, aiding END DIVISION 1 Division 8 DOORS ARJ WNW. 022.1V 1'V' D DOORS (Lout Level, Ma. Laves, Upper Level/ Part 2 -Prod . Panel wood are A Coos.te with materials flesh seleeUon whedule 2. Fl eh wood done: A Coed.. with toter.. Fin. mleake ed1k. 3. St. ad ratestone dooF. A. Coadmte maaterta. fn.h select. whale. 4. Paolo door: A Coordinate Filth ... la Meh area. schedule. 5, Other. A Coord.te with mimele fetish selection schedule. 0 25 SFEg,j_ DO0R5 Part 2 - Products: I. 511., gam door: A Coord.te elth miens. M.h .miscue. sdndw. , Garage door: (eaka/ety.} (see dlvIelon 11450) Coord.te 4th materials flth m.clon eciadub. END DMSION I4 115" 08600 UCODMMYL 1 = Part 2- Produce I. Note: Egress tOOD- 4_ Every sleeping room 4141 have at lout ones operable M cow with a net clan opening of 5.l e7 The cp., Might shill be 24' mIn.m. width of 20' mIn.me ufth a 221dxed sill heght not more 11n 44' above the floor, per UBL. section 310. 5. Serety glare per lEC Chapter 14. C See pane for gees and operatwn 2 Mandeared by: A Color: L Coordinate with materials flits, areal, seta. B. Style: L Cocrdnate with.terlals finish selection schedule. Part - - Produce L Type: A Coor.ale mirth saterale fate, select. erns... 2..a4m eerlpprg: A Cololod Mte math mtera4 f Weh session schedule. Tree..: A Cm... with materlaie fire, sekec ton s Mdule. Mg52 GL.AZkKe Part 2 -Prod.. 1 Giese Wdreesa to be deuenmined by elm and wind loading per EC Table Cheaper 24. 2. Safely glaze per EC Cie,. 14. 3. Maser to loo elHmed V4' float plate glass. END DMSICN 8 Division 9 FMI51E5 09150 GYPSUM WALLBOARD Part 2 - Product I. 14414 Sea 4q 'TYPICAL BUILDNG MATERIALS' Ile or the eramrge. 123 dt I. Coordm1 with Lrnraeta /pe material mkctlon*. 2. Cent,: Sea the 'TYPICAL WILDING MATERIALS' net on the draw. . Pnieh I. Coord.te with material flesh selection ea.. 3. Code rogured areas: A Type x: GlE ae raked L See dNe1on 01001 mix. mealy requirements. B. Waterproof GILS 5e req'd at sat or deep bcateom p415Leec2511 4. Worse board or droc at all this locations MOM Meal comer bead profile: Coordinate with .terale Mash ask. n ache.. Part 3 - Exeoebn L Apply as 33454 d 2 UB1 Chapter 15 and Table 15G and 2544 Nan a Bann In place, per Mlles. Part 2 - Product L Ceramic, quarry and marble tike: A Coo .. with eaters. F.eh relocation xadu. Part 3 - Execution L Refer to mend act., recommeciat.s. l aNOD 14 1 , 1,Cr Part 2 - Rode L Type A Coadnms with mterlaa fln.h mlectkre sd 1. gi.WFBSIL01 Part 2 - Produce. I. Type: A Coordinate with mterlal Mieh selection schedule. @3680 CARPETNG Pat 2 - Remits L Caper ad Pad: Coord.te with ma..Iale Mich sale . eche.. 09900 PAMTSG Pal 2 - Products I. Pa Ming over prepared evface pm maufaces ., recommendations Coondl.. with materials Mth mech. wills 03950 UWLL COVEPoNt:'fi Part 2 - Products L Type: 4 Coe... with Coeractor/Oarer material edema . END DIVISION Division 0 SPECIALTIES 10200 LO NFRS AND vENT5 Part 2 - Products L Hardware cloth seem V4' z V4' on soffit vents one detailed 2. Caeinuoue Y performed meal soffit vsm as deleted 3. Roof v.t (See Division 011001 4. Other vents as noted per plane m300 FRE gyierATED FIREFe g,, Part 2 - Products I. Locatlaelcdel /ACCeseorlw: A Coo... with mabrlal firth select. schwa . Part 3 - Ewe.. I. See d1Nabn 00026 for mix. a.m., require Ma is fireplaces. 2. See division Il energy requirements. 0400 IDENTFTING DENCES Part 2 - Products I. Building numbers: Coordas with material M. mlect. shlxtta Part 3 - Ex4mabn 1. ,stall In location per prledletbml requirements 0800 TOILET ATP BATH ACCESSORIES Part 2 - Prockx. I. Toter and bath accessorlee: A Coad.te with mt.lale Finish select. ached e. 105 WAFAROBE 4444 C308E7 5.k'ECI Pare 2 - Prodrete L Steins. Closet: A Coed.. with materials, flesh Selection ehedae, 2. Clothes Closets: Coadmate with Metals firth mlatbn ededele 3. Parr, Etna DIVISION 10 (Liston II E/aIIPFBfT 1910 MANTPH55a F211EPETIr Pant -Prod. L Maim c.a., Mystem: A Coord.te with materials finish cola. schale. 11450 RP5IDENTIAI- EGUIPT ENT Part 2 - Product I. Garage doer open.. A Coordinate with material F..h .simian ache ule. 2 ron.g board cab.el (a dawn /. A Coordinate with malerla. finish selection schedule 3. Pee-etendiny appilaecee: A Coordinate with mate.. Mils, mlea. a role. ETID DIVI510N II DNielrn 8 RFNISHRYb 5.509111520i113EAIT@IT Part 2 -Prod. 1. raw treatment: A Come.. with materlae Fir. selection schedule. END DIVISION 12 DiesIon B SPECIAL CONBTRETION 13150 PCO Part 2 - Rod .> 1 Bidder design 556 HOT TUB Pen 2 - Products I. By: A Coord.o with materials knish mlxelom ed.ua. END DIAS. 13 Division 14 CONVEYING SYSTEMS 14019 DLIEWAITER Part 2 - Rodrt I. DuMwalter: A MmeacurerMOde1 rmber: I. CoadMm oath materials Minith selection schedule. Division 5 MECHANICAL 110015ra5p : Part 1 -&meal L Mechanical syeeme to be bidder de i. 2 Re Refer to D . i dal Pequlrenees. 3. Cats...or meek out paling and HVAC diagram layout A Coordinate with other trades. 5,400.85512155E Part 2 - Product I. Plpm and Rote. AUaeb / soil: ABS p.elg of sizes req'd For the Mernied phoneme L Provk. inset Wen with Compression neoprene Jokes per beatlam sheerce the craw 2. Provide cTmnwa at bends. B Ver.: ABS C. Gone: Per cods, verify bcatlal a appliance. D. Water L.e L Bel. Gads: 1 1/4' two K aithkard solder 1. Above Grader Type L w/mN solder 2. 3:cbr g 53 2 6) 14843 : A 1. C icier e set ( ether In .ands) I. C'dord.rte with arvm0 matSal >eI>'ctrn. B. How bib, frost proof type: Tanned units C. Main art -off valve in garage. D. 7nbfrg flares I Coach.. with amens material mleclo'1 3. Irrigation: (bidder dagnJ A Rookie T c .. man Ire. garage by. cut -off t -off valve with separate dot -off and d 4314 den valve Part 3 - Exeatbn I TM Mailer to dedgn to exp. M appropriate Jurbdictbml requirements and Motion In a mem. connate. oath 214try standards. Fefer to genlerai require.. 55239 HVAC Part 1 -Product L Faced A, A Fiance system I. Coord.b with mate.. no. selection echo.. B. Duct work and Meal. L Coord.te ethane.. Mlat select. schedule. C Ar care: L Cocrd.te with mt4lale nddh eeleet. schale, D. Controls: I. CocrdMte with slerials Mleh mledrw schedule. E Regleme with adjust . reply: L Coadlmt5 elth materials finish select. sdrdule. 2. Fans: see ay., M easy regWremehte. 3. Ver.: I. Cardnate teth materials Ml, sele...7 schedule. Part 3 - Execution l 7a ineeler to doigh the system 1 appoplale Jm1dl62bml regrna.. ad Mot. In a Minna corer.* ulth Indusr, redercl. Refer to ameeal ragJrest.. END DIVISION 5 Division E ELECTRICAL Part I - General L Electkal syetens to be bidder deek 2. I r2324)1 ten. rM b Div.bn I - General Requlremeete 3 Contractor to povlde declrlca18I241arm1g Iayoute, design encultry: follow lifting plan II provided. A Coed.. with other trades. Part 2 - P rod Part2 -Precut L Wire and Bowe. A volt: 12 64 (3) Wire I. CPI • Daga Location* B. Low voltage. treat r4 type 2. Panle: Circuit beaker box fully labeled A Cepaclt, Bidder 3eelgn B. Cranny. Bldd. Desgn 3. Grand, A. Provide (I/ 2 le' schedule 80 PVC conduit at Concrete stem wall fa e.Ctrbal eervlce and (11 5/8' diameter x 8'0' long galvanized rod Fa electrical grand,. 4, 5ecke Detectors: A Provide and Install per 1.15C. eealan 3105 5. Fro alder: A. RovIde and install per UDC. chapter 31019 and ail required by governing fire man. Part 3 - Exeoxlon L iM Installer to design the eyst88 to appoprlate 4448 ctlaal rege65neNe and Realm 13 a mamma caret 1 with to ad., etadar82. Refer to general require . and UBL. 16200 G=.1121CATIONB Part 2- Products L Irrusirn serer ad security debalon eyste e: A Coordinate with materials Flesh aelectlon ed chle. I. Ph. system: A Coad.te with material flesh mkaon schedule 3. MmcaMrllcetlen &Vo a: A Coord.te with rat.lale now, ...on edhsdule. 4. Stereo ewe. A Cmrd.. with mter12 Mleh select. whale. Part 2 - Products L Florian: L Coordinate with mate., Mel ee.co..dada. 2. Control: A .Itches* Pooch.. with ea... firs, miealon .chedule. 3. Dlmars: I. t:oofdmate wnh materials lash eel,. schedule. 4. Boxes: L Coerdmte fire, tamtbn Mdeedu. 5, Other: I. Coadinete with mtertale Mleh eeka. shedder Part 3 - ExeaAlon L fie Matter to dear. the system to appoplate Jwkurct al red. 22 and nirmtion In a erre coma.. with 2128 Inde11 renderd14 Refer to genre! regatta._ END DINSICN 16 DIVIOIrn n PEPPY REQUIREMENTS W45HNGTON STATE ENERGY CODE: General Notre: L Ekctrg water Mater,. shall have per 15504 k separate poser a gas shutoff. Noncaprese bb RIO pad (Metaled spaces only) 2. NACEA label on lark 3. Tempera.. edt4g Bess then or • b)120 degree F • 4. and lavatories shall hilt flaw a to (leas than • to 25 goner (S 504 8.0 14 6811 A Celing Iroulaller. I Ba3T.e to marten 1 a5 apace above lnsuaUon 1. Baffles to extend 6' above bait tau.. 3. ,M. to strand IT above Bose nil Mulatto, B. Mill Mutation I. Face stapled bees 2. Frisbee fit mlad bath 5. Poly vapor retarder re 6. PVA paint oda cty ap perm sale of I ax 1. Concealed Insulation shall be placed: A Bahl. ehater/tub B ea,In. perlItirn etude /earner 8. Floor Imam a:: A One d'y cuts rated vapor barer ce the warn side B. Moiety. control Mulatlon I. Attic and crawl space access panels to be leuated and uleaNU -etrlpp 1. 9 Recessed 1,4 g Rehr. (8504.441 0. fkyvle11 Inwauon ...lied and came. to the reared malt R- values as theun In elks 6J a 62 IL Yap. retarders .11 be Installed per 1501.161 U. Six (W ell black po.Jmthylara grand rover, ewe be lapped 12' at pods and ext. t a4.iut the crawl apace to rotndation m11. A All eximlrn doors (.eat 10 minute doors) thaw be weather stripped p. 1145014.41 13. 4.v1w het end cold water plpkg in ...or. epee. .4111 be Insulated to 3 -3 (5503.11 5050345514863452505050 A. General Notes: B. 5andard ar kekege (5501A3) 6214688 le complete Met Matkd 6 to tonguing L Between sole petealloor 2 Wnrg/pkrbrlq /dt reglt. penetratione Run Joiets e11Ie (healed guer floors) 4. Pall...Lel panmatiore RECEIVED CITY OF TUKWILA END DIN.. n' AUG 3 1 2000 PERMIT CENTER w H 0 0 U A z H TITLE JOB NO.. 2897 L16C SHEET Al Ni 1 =1-1-4— 4- - 8 'OA, OVER zc'.ro TrEiLATfai GWED TG C;GflC. STEM` 1W12- -241 • SitE Fn"EfO�iG F:7Je•1CATIOh FrN: rp BE INCLUDFt7 Wt M EACH 'Lof• WECIFIC PER'Si r PACK.... Pc.,N7 ■.OAC (• O1NT LOAD PPE- H JAr NC3 ..OA_ nan r-BP'E_D `tc TENT ,..: • L - _ -- 71 BALL Er:LC'.0 C�LC:i,1 ;. n;'� ,.! 'T. TL'. 'CrE::�ir••t t J(eF�,ui I:sS.. 990! 0. CITY OPTUKWMLA. tai +JC 3 I PERMRCENTE` F HOUSE EXH,, E .. is ct RER SEE i tETER - I ;lR DEC-, Ff20M PLE,P, AT tD FOE DAM =ER& »•.L XPAKt:v 1 , 4 WATER L GENERAL FRAM I'L NTES E COYER 5.4EF_T FOR ALL GET TER 1.:d`7 2 5EE 1,EiCAL .�. rE:R �' ' "i EC,CA, -SHEET _ 5EE CO•, tt tt-iEE. FOR ALL NOTE: ANC F.BaliPLENIE &C:.ONCER".t'G'E -Sri,. _4i PCUrIEEN.a _ND ELECTRiCAL . 4. TIB,BS DE `B ": :`;f `Ji,Yr. ;Kc,15'S PLAW tlS! t5 FOR - GEtKEP,, SEE. Div. 'IZ1Q. SHEET 4 -' .{ TE+J93 1.OADI"tic SEE C IV. 0 %0001A Sk -PET A rRi15s SPA' PER PL a' , r t PER POOP =N� t, ROOF ,=RAE11NG. 3PACNC, '2- , .B. EXTEPiCP PEP EL ii - 6N1 — E,O R PER s_CT■Cid. R_OG, TA, 'ANC "•CAKE OVERHAir C, < %;;;;2 RV PLAN TRMMER erUD TC 2,4 12%T.Rji`i:"iEF 51 .1D` O`ER A'-P" SEE ✓i'•. 614EF7 F% FOUNDATION KEYNOTES SEE Cif," C3 SHEET ( ' 7,7 il_L "PLE WI rl t i; f `� " cOp CN i }iT- .'oc,__'C. AtL ' RAG"' ' .TfOFIV1ATIO"r2. BEE DPV 3 SHEET A -: C.01,7—,E, E_ -DES , c_ -PACE --,ALL BE -i' Ti ;GK STEEL TROWELED rIr:1,51 -+. U1/ 6�n i1't ti•�WL± tiLF ON 4' GRANULAR f!L:_ SLOPE. 2' TO -POO, PR.OV:G THICKENED c`iX,E:`AT G:YR 5EE Div. 3 5,4E_7 A -I - �F. 1 .1 Ptiv r4C I ETR. 5EE C.... B-, r , c,Rr,J. !=F •4c,• 4..1V ?- Ft?. - 3 � I A! t CRIPPt l4LL•s a 6 C - R e, I<c • - (_ ) 11,14 . 14' 4"N 57 C LEFV t -ER SEE. DIY. ,- Bi.Efti -I ! { cd,r4cr dT ,li CF SE..E Div 6 5RE_ - " F , - 4 c_ POS? fJt• err — CLT CN•I f'1r3i fi .ii. ._i Jf4? 4:46 PO, aBEAI'iSPLlCE .t P.n5■"Ti`:E NEGTI� FRO!'i f'OE, f'-E, - : PEP DE'tAL .�; G'. C`"BE L ✓ o V:;t:? A. .I EL..G'< ROL SEE D!`✓. a 51.-.RE -, EL.ECTR:C:AL 1 EP -ILD PR7v'DE (- 2 CONDilli FOR r. - J _f .• -'- <,7L.- SER`.'i;:F AND <i: 5'r,';: 2' �_n'- ��AL':'ANi r.;, rT•.'ii� FOR ELEy:TR, CG,.. Gf20Ut4v N's. SEE. D1'',.:6 ANC':- YE: cY tU 517E G'JNLiTICtiS Oi.00K CUT !Ft ` MEN lilA_L r"OF DOORB FF 32 1@ 24' CPA.: _r:E ACC F> ir`:.li 4 Tc .=ND - - -� 4/ yTK'f FE' d 0022 51-' _, 'FH SUP= F 5:21E 5,7E ,]s rP-i4 4 '4'�' I o ^T1 J '; ?' TRATE 'J.F fll "4 SAR EACH OA, .„ y7RIF Fv�rl ' °ER.GETAiL, F00Tt'4., C 501_ D t ,,TriATE i2) "4 BAR EACH ORI,STRIP f• .pTtnl:z PER DE , , i9 �G•'. AP -t6) , 'X! NA - OO 512L.I S RSTRA.TE rEP -17 1 STUL' 6TEE:L 12' ,NTO _kNJ TTKT 4 BEAM L N BO BL Y CNO BETWEEN J01, f 1 j L.IG .BEET n. -I f 201 PRgv ✓f: SG D ?..LOG.k2,,K THRi C 5T J 5Y57Et'. "O FRC1+lCp[ S 4MB AREA OP 5E :..!'4 'b'.JE'PORt;' A5 450YE A.. .D BELOW SEE IDIV ¢•'. SHEET .4 -1 Ft' -31 Mum.: _E/ - tN FROM CONCRETE AT END O .�.. PP-722j E.TENP NUN :P' � i _ "DI:?tiETER .. =,TFE_I =!70; Fr -z 4 i EtX: E or- Cc :NC:PFTE tI I 1; I ■13,2"; '_ t - - t ; 1 l I I, C . --. - t -..--- - -- - - tc4' 7411 DEC< MO, ti MAIN FLOOR FRAMING PLAN 41E GENERAL FRAMiNC NOTES I.. F. EEE T FRAMING PLAN KEYNO Es _ Fta, j L AC .iiJ '1,7•P -r- r TCF 13E4 rtEtte-E,F, U. EU, FLATE 1 tr-to UU r ' ) SYMBOLS & LEGEND cjir; -• OF .-• -^ . 9 CITY OF TUKINIIA Ali6 : I nog PERMIT CENTER BASE PIA B200fl-059 r ' vENT T h._,.I _-, N1-. rc. r1ECHAh!CA4, PLUM ENG, 4 ELECTRICAL SYBTE FOR !Ali, PEEP =,',..-. u. SEC J -EE.T -'. -,J., L14 ; 'l';i_t 1 iU 7 c - _ ,....� D. .,.ER F:2i•.SI ;E FR42 -` .J CEP 4 ' i AIR P L . AT FURNACE c.;t, IED FL^ DAP'FERE 1R-AL EY.PA. 1 .: T4'54Y 5.T EATER T, 1:51, 5 :. ..._: & ATl)N TOTAL. S.R n., HOME 2246 SF TOTAL. L :.F €bar • GLAZ,. NM: • _. ___ 2k2,. T c_SF TOTAL % OF ^' 113 € n ,57 T ENERST OTC ^E� 3 a , E' A :_R 'ID 1-15, -s RE1_1, 4445 ,4 ,521 1 51D To :52! JN7L'c i Y °i3 �c »:`SACS %vAI • -2 11+' 8` -3 f/2' Kitchen 41N L I a! � I I 1 I .---- - - ------- i' Eta E2�L S LAN NOTE I _ - -_ iLi rP..N 3Fr =aSlaA .:sit: APPLY t ti LAYER 5_ TTPE 'Y .151143. TO ALL WALL 5. AMP CEILINGS CF Ga: ,A.sE 31C'E FR,1 5.,D NDAT,D, TO r ,55T BEA^iS. APPL 1 C; LA TERS TO Rus, AtiD TJ{ FLOOR .101ST. SEE Div. 010025 5..E1,7 A -1 -.__. I ; 3ffl' MIN. SOLO CORE DOC-- 511114 SE 5 • '< TO DE NC.55.11 F. TTINIG SEE Dl, 010023, SHEET A. I �_3 "i STAIR 456c' HOTES: PER 116C SECTION 1003 WIDTH MIN. S B. 'FEACS i0` MIN. DEPTH. RISERS b' r1AN. HT. C. HANDRAIL MIN. 3-P TO MAY 3E' AeovE TREAD NOSING. NANDR.A:_ 1 +%2' M1N, TO 2' CR:'S6 secricti DIMENSION AND I V22' M1T:. CLEAR FROM WALL, RETURN f-AIL ENDS, D. - INSTALL FIRE BLOCKJM1iG 47. sTR2N6ERS. A e p0TT0 *1 AND� ADJac:au WALLlS E -C 1 S OVER U54 _ ACE LNDER STAIR 5, 5212' TYPE 'k GLUT: (2i LATERS CEtLR - :G -AREAS_ F. INTERIEDIATE LE.ALUSTER5 SHALL DE SPAC'_ll" +:ESS THAN 4' 5ETUEE ?U B. ^_L25 ER3. SEE Dtv. 01002.s. 12-2 T A -I. 54 ETT GLAZING PER UP-.O SECTION 240:b F. WINDOWS WrrAlri FLOG a J!4DC}Ax !111Tt?Ih A 2, ARC. OF DOC,PE . C. WINDOWS AT TiAD.„ AND £1- 105,tRS r;. GLAZING 5. 121W12 STS -f R+2 LI& F WIT14IN 3 OF TOP CP BOTTOM O STAIRS EE ID v :4 54,2 A-I ___- .CRESS WI 1 DU PER lUy' SECTID1 3,0 4: ...E D a s IGNITER., FOR. GAS Pt. C G tPPLI N ARAGE ODE IS' N. AE ✓_n, 3 T ' lam 9L.AE SEE D1V I. SHEET .A -I , COVER IL L , DJ C s( , 1,5 O31ER:. :I., TH »12+ ,4175,P.E; 30' SEE ;DIv. 032,0 SHF_.ET A-I OF R.COR SHEA:141N, . ^..,.EF". ., 5.2 12 RISER WITH 10'1 R2,51 f Mc:PE ,_ I- I THAN !j JSER . 1-1ANDRAI_ R 12 OLII ED UJ SECTION 11236 SHEE A4 P- - 1 112'04' C 5. 44.a. SPACE ACCE55. INSUL!4E 42'.1 1 - J UIEATHER STRIP BE Dix 120122 51 -2E12 4-I 2•;:30' ATTIC SFACE 4.CCE56 30' 1+2412 P 1 CLEAR4NCE. 11d5UL ATE AND WEATHER 51R!P. SEE DI - 120022 124EET -1 _P_',_) ROC, 1 _TATERIAL 3F2EAK. p_13 WALL LINE A &' P -Id j WALL LINE DE Ow l__. IREYL C.E ASSEEIE4 1 .NOTES- 1� 0 7p /E'N 1221212124412121 FiREpLACESINST.ALL PER MFG. S - IFI ATICNS SN' LL CONFORM TO UDC REQUIREMENT 1EIE DIV 000e3 SHEET A 1 1s FO ,144121 FIREPL..CEs .44412. :*FORS 10 4212 12121212121221112125. . Dl y. 152001.5 SHEET A - 2 .:. 12148114 11 -1144 C ONFOR1 TO UDC 1211242121211121212. SEE DID ot002b AND ° ENI=ET 21 -I U. 51£ TTFE ix' GWS 12 i40:15E 52D1 OF C.44A5E C_OC't3RE "i3 500F 5FIE12124 212. - 1 5EE SITE PLAN 1 ¢ EXTENT = W.ALKS J 450 DFiVE'll4" 3. 1211415 .R STEEL POSE• 30' GUARDRAIL PER 1124 52,2 A A T 5TA1-Z£+ 1LGPES AT AP ^i 5�1 "AiR NOSI14s5. 1. �a 1 EN 'FP F _M - rNAVI .____ E E4RAN t. 443 12.541 1 PE, J":_ SEE 24,5.'5 SHEET A -1 r�..;;j1 PLANT 514E F [( _22 UPPER Ate LEVIER 641 C:-SPt..22 5,51T ARE ,_23-11 I TEWRATE'.". 114:10`= '.'P AIR (r F_2-F T .xw STUDS '2 15 11.41142231 MIN. SEE 5.J" a SHEET FOP 4-4 GENERAL NOTES AND RE1iIREME535 2. EI.ERL. AND AIR a5. a - INEORIATIC 2 SEE Vv E 1224412111212 121231 - :C 105 . '! , 1 12 0 , ;2 OPE?ATIC21 SEE DI" 8 `1-EET - \ -i 4 31413122444 MA F.RIAL1 L!52 34 5EGf21 SHEET 5 5+`_E 6 14-1EET FOR ALL NOTES AND <01221R12412 'TS CONGER.. MECHANICAL, Ftiu 2 5.s, nNn ELECTRICAL, FLOOR PLAN KEY TES -1 SQUARE FOOT'AG E MAIN FLOOR yr5 SF Li PPER FLOOR 1251 SF UNIC BASE ME.N'f 950 SF 2246 si ToTAL K J P ;'i'1C 139 S€ BASE PLN 82059 -359+ 9i090:22 RECEIVED.. CITY OFTUKWILA. AtjG 3 f 2900 3/4' 14 !A5,51_ --I rt= 1 LL FLOOR :J0IST ARE: 11-1/3' Ti! FRG E:o a. AT 152' cq vERIF W/ C'FFCx. LAYOUT. :EE DIV. 00,1 BASE PIA B200 -659 a^+Rla F1 � CfnY OF TUKWIL4 {kee 3 1 a'.0,(1 PERMIT CENTER lib FFTR:• 2r.4 C!G JSTS u )4' oz." UPPER FLOOR OWER ROOF FRAMING NOTES 1. SEE co ✓ER `v.•'.cET FQR -.A_L GENERAL NOTES A REQUIREMENTS. 2: 5F-F. TYPI._AL MATERI.2La1.15T ON SECTION SHEET 3. SEE COVERS-!EET FOR ALL *.0 +TES AHD REGJiREI`ENTS CO`*iCEP.I:NK PLU"B AND ELECTRICAL. < TRUSS GESIG, TR,S5 - PLAN SHOWN 16 FOR Ca NN �.A'• :J`J' ONLY D1 ✓ 6100 SPEET A 1 TOt153 LOADING SEE U v, 01000 +,+ FT. ,A TRUS5 SPAN °ER FOR F AN3 TRUSS TYPE PER R <."F C.R.4,11 b . PLAN 5 ROOF FRAI'ISlr SPACING 4' UN.O. 'c. RO, PI TC*; EX'ERIOR PER. ELEYATIC'-1 RI:ERiOS PER SEGTIG ^L :.:d.: YERtFY. P.-..ROC TAIL A,D RL.K:E Y' /ERNANG PER ROOF ALL {EADER:S :.s; S:..e3 E- ::.`10. PFY.i'• 9 E 01 *RIVER STUD UP TO d' -,'J SPAN ANG (.:) TRIMS !PR, STt 5 OvFR ,..:E Bfy: 06:00 :. 4E1 FRAMING PLAN KE N BACK FRAMING AND SOFFIT AREA PS RECZUIRED. 0 ALLOW FOR W' SAC DUCTth'Cs- [1:1-,_,) . SEE ✓IVIS SHEET A -1 -1Y °' RAKED Pi WALL fir'. TOP OF LOWER RO - FRAMING MEMEER3 %PPORT1NG UPPER • - ROOF PRAtIN :' iBEr3S; - :_.Ltrd2N EDGE of :J015T WITH F4CE CF WALL c AL T<_xN'MSIDE FACE OF BEAM WITH FADE OF U1Li;.L UPSET - EgTrom OF SEAM EvEN !O1. BOTTOM OF j JOIST' AND TOP OF 8E4Y1 EY.TENDS UP ABOVE JO15TE . TO OF SEA,—. I,5 FL1:51 -1 WITH BO C 1 , .'OiST WI.TR NO TOP PLATE. C:UT ADJACENT FRAM:: C F1EME>ERS !h'TO BEAM FOR A1DECUAT E.y F_ "1 ATTIC SPACE ',ENT 1 SEE CALCULATION 'SEE DIV. 01002 SHEET 4 , FLOOR J015T -SEE SCHEDULE ) . S E E r7v. 2vcle45. 5:4EEF A -( SE.E cLEYAT EIaIN5 AND `=ECT FOR. r " 3 ) -PLATE H T l PR.E35URE oLOC.:., 1 Div 0.I0✓ 54:_'T A -I F -il i PLUS{ { _ 60TT :'f`I Cf: E'4L4M E , ee4, Fl.lf.:H x ?P , -.'' AN .J E,ENDS DC).:ld EF G'Ul OI&IS TOR OF BEAI'M1 5' E_L01i TGF' :'E J015T TO ALLOW FOR AV.AC &ER °EA"I =NU BCA.M BUi DOUN BELOU J0131S F -14 I '-XFi O ;L- FFx3At!InG= ro +' DC r `r -15 I axe CEIL'LS JO15TS :'d' CMG D:000 (7g LOAD FP.,, Aeo L: END POINT LOAD FROM ABOVE W. LOAD., PONT LOAD. TR.AN5FERIN, DOWN PC LOAD Tr :4=EFRING '.ao!C! HANGER ( r L"AD r4y�nIEF�.REG E:' K!C:I<ER Wr /Ur HOLD SI'.E pFS;!3r:,dTILN RTICAL STRAP W,1 - - . NATk., T o O BF USED ON FL.00R EEL. N0xRIZON1,' STRAP WITH - "XE = .EGIGr l'i 1 y RIL'IC- T BEAM CALCULAT LLiiTH rM � -EEN : EAR L : L , ,EAR 1 L. ET.:vEER.ir:_+. AFID +L V •u TIO*!; Ah� N.:' %7 �r"G 1TJEL% N TNG - R.&WINc, ' NI BO AN fC AN- ;`J3 NT G G Ch(C a.4'rHPCnr EAU I � : a- aKIT,151, ;00 CFi•M miN, -WHOLE ,. 1 100 231`3 MIN. ,tea I I.41 i [J] l4JCF'h' ,. x T .. AE3OVE FL OGR (! IYc' -i F DET,CICR, ,,17 -� P M.: - �Cr•...i INTtSR- _Np�... �, H,UR TIML:R TO I LE t- 10:15E PAN - A1 3a nu P 3 9 M. 3• -31 3`-4 Hall CA4 ET- Office r_ ARFET' 4,_3 UT I1 = 3 > 1/2' ' r- a--- -- 5' - 117' 11111..L LRE EELC/U 1/1' S' -43." . GENERAL PLAN NOTES L SEE COVER SHEET FOR ALL GEP5RAL NOTES AND h"eCu1REMr"7'IT5 2. ENERGY AND AIR CUALrr r INFORMATION SEE 231V. 11 5'- -"OET A - 3. SEE 6t71L31NG ELEVATION. FOR 33NDQW OPERATION SEE DIV.. SHEET A-, 4: SEE TYPICAL MATERIALS j_.ISt ON SECTION 5 SEE COVER SHEET FOR ALL NOTES AND FEGUE3 ENT9 'CONCERN;t3 MFC�L.11'AICAL. .: PLurtal M5, AND ELECT'RJCAL. , FLOOR PLAN KEY lvOTES � A1- t r i i/ b cR 5/8 TYPE `k' 32W32 TG ALL WALLS. RIND CEILINGS 3F: 3ARAGE 5ID 7�RCM c CL ATl314 20324?AT''I'332. ! FAP .c2 .=ND BE9I14 'APP' Y 027 L4 TO- Tf715 41 T_3 FLOOR J013T. - . 5E€ 3Vd 14033 . 311E l 2 1 318 HIM- SQLl23 .:ORE DOG4 W i�. [:3=. CL O SEf TO t3E. T1 4T fIYT443 oEE 231'/ 43032332 SHEET A -I P -J STAIR AS3EME,T NOTES: PER LIBC SECTION 1003 - - 4 HEAF.aRG 32 MIN. 6' -8'; WW16114 TREADS .ib` MIN AEFRri, Ruse 1 8' M4i- HT. HANDRAIL MIN.: 34' TO MAX 332 480` vE T AD NosW3 . 4ANDRA4L 1 Ir2'.314^3 TO 3'. 1144). CR053 SEC b1MEW510N AND 11/2' 711N. CLE FROM WALL; RETt1F1J RAIL E?:DB. IX, INSTALL FIRE ELOCKIN3'AT 52 INGE TOP N 30TT0M - AND ,4DJACENT UfALLC -), E. C USABLE 3231413 .. 31 t3333 ST4!R 3l/ 3/4 13_31E ';1 4:337; ,"'LATE m 3EI3NG AREAS F. INTEkv13D!ATE ' BAL RS 5344L EE SPA,GEb 33 /.LE55 THAN 4'. BET1I3EN 3Ai il3TER3. - {. SEE DIV- 0'002:4 SHEET. A -i i -_- 543322'; /3 33313 PER. 133113, 3707,033 2404 A 313413343 WITHIN IV OF FLOOR B. WMC'O3S: 03231N A 24' 430 33 0003,5 C, 0300 4 AT 3300. SHOWERS D. 00451N6 1N DOORS E Ik 3Y?.i31ELL3 5 0534 N 5' OF : TOP OF; BOTTOM OF 43433/6 SEE plv. 67&.;000" • E'. ll EGRE66 WINDOW PER 330, SECTION 310.4 357 Drr. 0300@ $HEE 4-3' • F,^0. ,GN3TERS FOR GA3 ,FiREb APPLIANCES 3 - GARAGE TO BE I4 . MIN, 333103E TOP oF 3545. SEE DUI.. 13 SHEET 44 r T } GG .R 4344 Lb ADJACENT TO Tu 3 `ND L ! __J vHO:UERs 1111TH NC/- 40SORBENT MATERIAL TO 10' :431032 CR4/ MLET5. SEE DI V. 05250 5 -4EFT 4 -1 ( LAYERS OF 55/333/ SHEATHING OVER FRAMING, � $' MAX.. RISER WITH 10' 3133. 3/314 IF MORE J THAN 631 RISEN,: HANORA3L. REGk11RED PER UBC. SECTION 1006 51 -IEET A -r i$ x24 04045 Sd..455 4640=35 INSULATE AND C L 3 ) UEATHE 2 553(31. 3EE Q.V. 03/032 S 053 A 22330', 45510 5 '.ACE AC0E35 W/ 30' 34340 t - 1 GLEARAtJ(:'E .34 40 .ATE AND I:,BATH53/ STRIP SEE 01V.'01002.t SHEET A - ! p_� = - } FLOOR MATERIAL BREAK ONE " �p. {3 WALL LUNE A3%'!E i -14 !VALL LINE EELOW 1 / FIREPLACE 43563/3/51 NOTES: � 4 DIRECT 3117 FIREPLACES, 336TALL. PER MFG.' S-PECIFIC4TIOt,S. SHALL CONFORM' O UBC REOL'tREMENTS SEE 01v..0100'2.0 SHEET 4 -I E,. TERQ..LEARANC /3REP'ACE6 SHALL CONFORM TO UE+C REOU1REMENTS.. SEE. Ole.. 010020 SHEET 4 -1 C: HEARTH SHALL CONFORM TO UF4C 3/5AU1RFi13345. SEE 'D5', '002.0 4,10.9 SHEET A-i D 5 /B^ 5334 'x' -Gina i 'JN 4036E SIDE OF Ct- 1.4E CL03G'RE TO 323203= SHEATHING. ( - 327E 517E FLAN FOR, EXt'33T OF WALKS AND 0Rh /3314'5 L p_l� 3` DIAMETER 343405 POST , 1 36 GUARDRAIL PER UEC 612 3 A. AT 6143/535031064734- 43035 0.12 STAIR: NOSING6. P -13 3 VENT FOR MECHANICAL 1• 1 CLEARANCE ALL S!DES PER UE,c:. 6EE CIV, 15 SHEET A-! • I p -z RANT SF. l 31_3) 1 UPPER: AND LOWE R LINEN CABINETS i 31_22, 503: IT ARC4 P -23 IN/TEC:RATED MAKE UP AIR Fa - F .: J 2x6 57U05 3, 5 -13 NSULATI 11 RECEIVED AUG CITY OF TUKW ILA A'L G:. 3 '1 2O0p, PERMIT CENTER :. BASE FLN B2Ofi$ -O59- D , 453341._ P'_I40 SING ANC ELEGTR/045 sTEM F UNITS: PER LJ I1:' 15,16 SEE SHEET Al 410 4' DIAMETER FRE4• A f /TAKE FROM 1 610_ TO '2'2T 3/4 LR PLE AT RJRN CE 4I1TH r•70R,zED FL. CAMPERS. a R -'. CE H n.'I EXPANSION TANK AT WATER ,JFAIF R C 33,AP 3 7ER'HEA. ER TO33/4/ G 1CP 4N-, 1",301 O M. SELO`4 55 3 /353 1350 TO OUTSIDE.- ROOF:23E EEL. , MASTER 6G@2'Y.*f TRSSE3 TITLE BASE PIN B2000459 6 c17Y: OFTUKWILA AU&' 3 ' 2' +?0 PERMITOENTFF E UPPER ING PLAN b n5 GE iERAL FRAMING NOTES I SEE COVER S-F' EET FOR ALL GENERAL. NOTES 41 REQJIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON.5ECTION SHEET 3, SEE COVERSNEEt' FOR ALL NOTES AND. REQUIREMENTS GONCERAIN( MECHANICAL, F1:; Jt1 4Gf " ANC ELECTRICAL. 4 TRUSS DESIGN 27 Mt.,.'TRUSS PLAN 54-i06.N 15 FOR rENEip,AL LAYOUT ONLY SEE DE, V S "51-IEET A -I • TR s'LOADIN SEE Dlv: Ot0001A S4- IEE?".4 -1 TRUSS•SPAN PER FLOOR PLAN - Tfa15S TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 2.4' oc . F,,ROOF PITCH- ECTERIOR.PER ELEVATION INTERIOR PER SECTION. �. 44FTER TAIL 2s:4. 4'ERIFY.. 9. ROOF T^ .41, RAKE 0VER#440, PER ROOF PLAN, 5 ALL HEADERS ARE 4444 SOF 0 4N.0 PROVIDE 10 TRIMMER STUD. UP TO 4' -0' SPAN AND (21 TRIMMER STUDS OVER 4' -0' LINO SEE: D10. 04+: SHEET 4-1 1 FRAMING PLAN KEYNOTES 1 of 1 ACK FRAMING AND : SOF4-T AREA A3 ES RE0UIRED TO ALLQILI 404 '.,,AC DUCTING 5E4. DI '.15 SHEET A -I .. .L F =2 RAKED PONY WALL ON TOP OP LOWER ROOF _ J FRAMING MEMBERS 141444 TI ;G UPPER ROCS FRAMING MEMBERS ALIC4V EDGE CF JOIST WITH FACE OF WALL (_ A0,GN.MSIDE F4GE O BI1 EM WITH OJTSEE ID L F__ PACE GF WALL: OTTOM .1 T AN0 aoTrom or 5EAM EVEN 1 OF BE FYTETID ' 4500E J015T5 TO GP E 'er - PLUSH 1411TH 201:611 OF �,_ J JO IST . 10 140 011 PLATE. GUT ADJACENT FA-1144 MEMBERS 1NTO REAM FOR ADEQUATE SUPPORT,. r ADRC 1PA6E: 44- l F- _ �E CALCUCnN SEE DDV. 0141,1 (,SHEET A -I ( BOOR JOIST - SEE SCHEDULE DUki. - 8 � 54 DIV. 04 '00 : 444ET A -I 54c 46 HEIGE:'ATI ONS 6.14O 5 POR 41- .77 9, .;IREBLOCKRv.'s EEE DlV- 0oV0<7. SHEET A -i F-3-1 OF JGEST 6664 OF BEAM EVEN itv LOTTOM r -12 - OP OF BEAT" F= L.USH'Wi 70P r0:- JOLS 4ND BEAM EKTEl4tJ5 06141 Es€LI%J 4015 T5 (-'� I3. TCP OF E4EAM s'- ESELQIAF TOP C14 JOIST O I'" 1ALLOW. FORNV14C OVER.BE41- 144 RU.^1F1 60(24 BEL-O'J1 J(DISTS OVERFRAC'.I4-4 6124' OC rrF - 1 � 2X6 CE:ILiNG 4'6(42(2 ".0 24' OC 1— ROOF VENT CALCULATION 1 - BASED ON 3 2-112 HOLES PER VENT BLOCK SCE 4- 4LL042 Q5�3452 Q0. = 5i..06424L ? TOTAL ROOF AREA ' 2St_, SF/300 c1.17 - __._.SF (DP VENT AREA RE0 1 , AT EAI'E af7 SF RECJ • C `5 -� 36' 141114' ABOVE SAVE. 0 5F RE0JIRED C1 ROOF- JACKS ",AT.. 50 50 IN EACH =Q 4-Q IN.= _ LE. OF EAV£ VENTS AT 52.5Q. MALI =760 5Q IN •542 ' 4- GABLE END VENTS 'AT 2 . ;c �- .__ -._ .0__ 5Q 11• : SP] -__ GABLE END0ENTE AT_ —_ I ._. -_._ ; _.._._ SO Ito. =C S' f I t _ GABLE END VENTS AT 1['L 114, - 24 `"O IN W TOTAL VENTS PROVIDED • ROOF JACKS 2 _ 'v-'r FAVE. VENTS SF 442.611 1 ND !4ENTS TOTAL VENT PROVIDED _ AREA MAY RE 1 /5411 IF A '✓APGR RETARDER 1 INSTALLED ON THE 0412 - 1 SIDE OP TF1E ATTIC IN(ULATI0N. I4BC 15050.2 ^ EFFECTIVE VENT AREA BASED ON A 305; RED4GTION DUE TO I/ SYMBOLS & . LEGEND POINT LOAD FRCiM ABOVE POINT LOAD PROM ABOVE 6/ LOADING POINT LOAD TRANS €4- l44 POINT L040 TpiANSFER444 DOLN liJ/ LC AGIR/s HANGF_R POINT ;.GAG` TRANSFERE'D EY KicT,.ER HO_D 004N 1211•1-1 IZE DESGN,,ON TICAL STRAP WI, SIZE FE USED ON FLOOR R 311 -1 4-420-6 6L STRAP WITH 512E D _(04.4'710 INDICATES BEAM . =4444J44T 6Al'4464 INDCO56 4 1 I R TYPE OF SNE 00.,_ Ill4,4_ AS0014 Y . 6LL WA:. L NLE'44- 01 1_RWISE NOTED, 4-140154/4-4-440 1644-44-0 - 4142 /NOT !. 1 // DR.41_IN.: FLOOR s TYPICAL. BUILDING MATER IA ItOOF _CONSTRUCTION ROOFING: (OW. 7) SSHEATHING PAPER: {DIV. 7) . 66 FRAMING: (DIV. 6) INSULATION, (DIV. 7) SOFFIT. (DDIV.'S' .. °WB: (DIV. 9) EXTERIOR WALL CONSTRICTION SIDING MATERIAL: (DIV 7) WOOD SIDING (DIV: 01005) BUILDING WRAP: (DIV. 7) - 15# BUILDING PAPER SHEATHING- WIIN: (((D�)V 6)) " - 2 xa )'T II AT I6 OC INSULATION: -(DIV. 7). R.13 9AU W/ INTEGRAL VAPOR (DIV. 9) -. - 1/2' GWB F OOR CONSTIUCTION FLOORING: (DLV. 9) SUBFLOOR:. IV. 6) INNS LINO: ( IV_6� U ATIOII: (DI'V..7) SOFFIT: (DW. .1): TRIM :(DIV: 6) WINDOW (WITH NO BRICK MOLD) CORNER BOARDS FASCIA.. SHINGLES (OW' '010003) 306 BUILDING: PAPER 7/16' -OSB OR EQUAL PER PLAN R30 BLOWN•IN _. 1/2• R&SAWN PLYWOOD. 5/8' GWB- FINISH PER PLANS (DIV. 0)005) 3N' T &O (PITIED, COMPLY, OR PA PER PLANS R.19 BAIT 1/2' RESAN'N PLYWOOD BEAD: 2x6 7ARI : IiiLL az6 INSIDE: 2x2 OUTSIDH: 2x4 2'(S Jk0 Ling DI c 09 FLOOR Jtr815 PER PLAN SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION 4YP' =RFLCCR 2xh CAP 12 RnLem Gs. uc 32` 2`.. r— 02 7000050 06. ?Ri0; I OA"{ FL :A,r< 990911:22 18 16• 1 AP LATERAL RESTRAINT PANEL + CRIPPLE WALL o FOUNDATION TJJ • FOU DATIO 8 /4' =f-0' 19 FFOU L . DATIO D ` AIL 2x 14 2X4 TOP PLATE GARAGE DOOR FOR (SEE FIRM x. PLAN FCR SITE) NAL SWARM TO IAR RV 64 NAILS • 3' OL. • °,4R WALL LOG UNO. Ud SMALL SOLED. 2 2x4 STUDS-NAL SIEAREE pV Ed WULS • 3' OL. TO EACH STIR UNO. CS SFIR WALL SCIED. NAL ed NIL$ • 3' OL. • ALL PETS., HORS. 4 STUDS UNO. CN SIR ROLL . BONED. 2 2x4 AT ANT {WEAR.. JOINT 1/16 O.SS. 614EATNING MIN.) 611-1714 STRAP NE ANCHOR MAIL TO BOARD FORK BEND UP AFTER CONCRETE CUES) USE 3845c DO U8 NAL6 EAU) uNa. 2 -2X4 PLATES, NAL 5NTG. TO EA PLATE (2) SAY• AJ3 AV NFL T' EMEDPENT LINO ON 84R WALL MED. C0M4T... FOOTING Irt•++dB'' Ur 2)070/16' S.0 STEEL PLATE W45NEPS • 4' -0' OG (DIV. 3 NW A -U EXCEPT AS NOTED ON GFEAREALL as4Frxa E 1' 11N EMBED. Z -BARS •'W oc SEND OR MO SLAB I r vERT. BAR '• 10' oc (DM 3 BEET .4-1/ a FIORZ BAR:• b' x ION. 3 SLEET A - i) 5 4132(. J -BAR • V os (DIV 3 SWEET A -U M FICRLBAR • I0' oc a4ER.AP lM W (DM. 3 •SLEET A -U a BAR •2'oc L•7E' (DM. 3 SWEET A -I) DAMP ',ROOFS. ( DM 1 Sit AU (4) a BAR CONT. (DM. 3 SHEET A -U SOLID SIBS1RATE 4 Ca. SLAB OVER 4' RACK OVER VAPOR B4RRJOR TYP. FLOOR FRN41G PER FLAN (DN. S SWEET A -U BLOCKl6 OVER BE415 veal PER PLAN POST PER PLAN OVER NERVESTRe1 amt. FOOT56 PER PLAN MAr rot 5NG PER PLAN 11) ONT. * BAR A35 RAMSET TO FoOTNG FOR F'OITME ect.tdECTICH FER JIRISDCTIONAL maaRemaIrre TYP. FLoIR FRN1NG PER PLAN (DIV. 6 SHEET A -U TAP. EXIEROR WALL CONSTR1CTICN PER FLAN (ON. b SWEET A-U RIM BOARD CRPFLE WALL PER PLAN SEE FA4DATICM DETAILS) Flil_lHIll_IIIIII_ _IIIIII= 111111 III < ) I Ifl�l_ � II euil llI I eu �wm = 11f111— {1111{ Ir'lll III nhI11= 7 1111E Ialll ADD BARS TO MATCH REEF 441 PER PLANS Lill Uf11R =11Uif 111111= 111111 111111' -1 =fly ''IIII llNil Illlll -'IIII LSE CF EXCAVATION 1111 F. 111111 = III - 91.111 • TYP. EXTERIOR WALL CCNOTRJCtIcN -PER PLAN (DI16 SWEET A-4 TYP. FLOOR FRAMING PER PLAN ION. 6 SLEET A-U SOLD BLOCM1 OrER SUPPORT LOCATE 6NEATIWG ADM • COMM SEVER RM BO4JR7 Y Cart. Rani VENT VI' RERAN PLYSOCO • SOFFIT TREATED MID BILL SEE E FUl4ATI 4 DETAILS *CANTILEVER FRMFG AT FOUNDATION 02_TJ1 i 6lA9 . 5OGERER IV NAILER EA SEE AT BENT SPLICES UBE 264 WAS EACH 814E FOUNDATION DETAIL 3/4"4-0' STEPPED FOUNDATION DETAIL POST /.FOOTING CONNECTION n SLAB o STEM WALL 1) .T.84 03390- a0000-25 16 3/44.Or;' caao oQ-to TJT 1G 3/44-0• L L TYP. WERE* BEAJ.L. CONSTRY. E PER PLANE (DM 6 SE ET A 4' CAC. OVER4 + ROCK OVER VAPOR BARRER R -0 REID INSLATICN 2XI0 TREATED ELATE QiBEr 3/4' SEE FOUNDATION DETAILS TYPICAL E5TERaR WALL COt67RICTION PER PLAN (DN.6 SHEET A - U P AIR SPACE 15•13LEDI G PAPER FIOUKED ETD 1144052T VEREER TIE TO FRAME EV. 2 SOFT. (Div 4 EN••U AD 11A60NNr VENEER CoNT. FLASHING uI EEP MOLES • 4• -EX oL TREATED MD ELL (DN. b BEET A-U SEE PCOVATIDN DUTIES NOTE TMS OPTICS' CAN NOT BE U5D - A CRIPPLE WALL o. FOUNDATION OUNDATION DETAIL =e AT SEAR BAL A 93300.00000.24 14 3/4447 ,TJL C%/4=1-0" !1 Ems EMI O >;IU= i numg I VIII =11 .�� FURRING DETAIL .T. TTP FLOOR ER FLAN (OV.6 NEST A-0 -ll TYP E cTIERIOR WALL COSIFICFICN PER PLAN (DM 6 SLEET A-I) LOCATE A•E.ATFAE JOINT • cot.. MEMBER BIACIONS OR JOIST • WALL RBI 30AIA RAMIE BALL I AIRSPACE CD TION /FRAMING CONNECTION �9 O DETAIL 6 Mk VERIFY GRADE cOMCAW. YAROR BARRER DAMP PROOAC (Div 15444 Al SE FI3DCATICN DETAILS 08100-03300-21201 3/4"4-0' N EXT. DOOR THRESHOLD- DETAIL O FOUNDATION DETAIL W- 08300.06 _TJI 3/4 =1'-O TTP FER PLA.N 6 SWEET A-D 4' CaRC. SLALSOvE R 4' GRAVE MD ,DM 3 SWEET IOU TREATED 110 61.1. (NV 6 SWEET A - SEE r. DETARS umI- �. I 1116': " i — 111111 'Pllilllll . ; ; •. %Illlii = IHIII= IHN1== nii'i =umi =u Nil= flllll. itlTl11111 IiIQI= JITMT/M.ATARTAMiSIIIIITAI . A41441461 I I I I I I / I I! £YLOODT n 5 EM. DOOR AND FRAME (DIV. 8 61EET A -U DOOR TIAiE&gLD FLASIM AS RE.. (Div .1 SWEET A -U NERVESTR.AL FLASFI G 4' coma SLAB OVER 4' GRAVEL. BED 1514.4 SHEET A -U 242 TREATED TRE6NOLD TRIM RM JOIST TREATED MID E LL (51116 SHEET A -Il a VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TIP. FLOOR FRAMING PER PLAN (DN. 6 SWEET A-U EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL 3/4'4-0 0610aae300• 04_TJI 3/4"4 03300-00000-22 FULL =TN 'MATE, MID 8L1 NA6EAR PER MFG TYP. FLOOR FRAHM PER FLAN (DIV. 6 GREET A-U EM. DOOR AMD FRAME (DN. 8 SWEET A -U DOOR TREEOFICLD RABWHIY AS REDD. (DIV. 1 ...BET A - FERVEBTRA. FLABFING 4' CONC. BLAB CSBR 4 CAMEL END (Div.4 SWEET A -U TREATED MD SILL (Dlv. 6 SWEET A -V I AIRSPACE TTP. 4 VERT. R= -BAR FROM STEM BALL STUBBED INTO SLAB TIP. FLOOR FIRAMA PER PLAN (DIV. 6 SEET.A -i1 TTP. EXTERIOR WW1 CONSTRUCTION FER FLAN (DM 6 SWEET a -U TREATED MID SILL SEE FOWDATION PETALS' POST AND BEAM PER FLAN • FRAMING/FOUNDATION CONNECTION 3/4'4 - 00116SSSSO -0D_TJf FRAMING PARALLEL TO STEM WALL FRAMING'PER'ENPICULAR TO STEM WALL �4�T�T�14►rsI� IIII /IIII i e I I I I II'' CQ1'KN MEMBER RM BOMA TREATED MUD SILL SEE POU DATION DETALL151 03900- 00005.0( V2'•xi0' AB. UV 27070A6' S STEEL PLATE WASHERS • 4'-0' O.C. (DN. 3 SWEET A EXCEPT AS NOTED ON SEAWALL ECIEDULE 1' MN. EMBED. aZ- BARS•24' BEND OUT INTO SLAB a VERT. BAR • IV oc U (51113 SWEET A - a WORE BAR •IP' (DIV.3 SHEET A -U 5 VERT. ,BAR • 8' oc (DM 3 SHEET A -U TIT? EXTER1oR WALL CON5TRK110N PER PLAIN (DIY. 6'844ET A -11 L0C41E BREATHS. JOINT • TYP. FLOOR FRAMNG PER PLAN. (DN. 6 8FE5T A - U a FIG.. BAR • i0' oc Ov4RLAP (1'140 (DM. 3 NEE" A -I) a BAR • IP cc L•2' -6• (DM 3 SWEET A-U TIGNTLSE DAMP PROM.. I Div 1 5145 .411 (4144 BAR CCNT. (DIV. 3 MEET A -U SOLID SUMMATE 4' PETS. FT. MAN WFILTER IN 24' Cr VEL BED. ION. 2 SIEEr A -U 09909 - 00000.20 1 TYP: EXIEROR luau. 505TRU5TUL . PER PLAN (5N. 44 aver A - LOCATE 4EATIISG JOST • COMMON MEMBER SOLID BLOCKING • RM JOIST • 541. WALL PONT LOAD BEARING PER PLAN RECEIVED CITY OF TUKWIIA TREATED MD SILL � I ( ?our �ctu BEE FOLMAR,. DETAILS:) TIP. FLOOR FRAMING PERPaPT CENTER (Div.6 SWEET A -I) FRAMING/FOUNDATION DETAIL 3/4' =1 00100.03300-01_1.11 SHEET D1 L 3 TYP. DECK CROSS SECTION 4.0E tga ara.. t E7L RAIL LN EK MOWED DECK ELEVATION IS 30' OR LESS - . ABOVE PiNiSFED GRADE 2x6 2x2 ■ 6 V2' OC (CLR DIST. BTUN • NOT, TO EXCEED 4' SOLID BLOCKING+: OVER d]PPN95TS D /4 'x 4 M CDR DCIC ATTACN.LEDGER W/ 2 RCM CF I/2' LAG BOLTS AT b' oc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY DAL)- , 4x BEAM 461TE TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION. OR IGEN POSTS EXCEED 4'. M LENGTH SCAB W/ 2X4 SIDE 2x (2' GREATER DEP I THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH 11.1tT14 FIK Sib GRADE (3' BELOW FINISH LANDSCAPING) 00200-0e1To - 99 TJI 2X& GCMG UM (3)2 VP • a • • E ROLES ON SCREEN II #1�TiT�i�'IAI i -- 'BEE ELEVATION EfIFGSEA TEES tAx. I ** WA I ft, '.. : MP. EXTERIOR NW. C243TRETICW ,'�! RASEG(DIV T seer AU i ix � `_ II II II BARGL EXTEND @' AECY'E BAIT. IERL CR - TV ABOVE ELAN IMIL TTPICAL.ROLF CQGTRICAON 2' MN p.R FOR N3iRNS l TTP. GITIER FASCIA PER ELEVATION DEL OR GIRDER MSS (PER PLAN) MP) ROOF COIBTRICTICN FRAME OVER WALL DETAIL 43/44.0 o010o-072oo-15 WALL MOO EET@p - 6Bi. JET, BLOCK AS NEEDED SUE.' PLAN SEE PUN FOR TYP. RISE 4 RN DP9E Ot3 3/4' PLYS OCD RISE 2 1 ES HARDBOARD 11RAD ERTII EAb®NOSMG 3 2x eivelem TTP.UNO. Q3dER STRINGER ''H 2 - 2X4 , BACY.TY? NAL WAIL 6iRNCb254V(2)1641 TO WALL RIDS SAS' TYPE 'X' GEE AS mama, SEE NOTES E& KICKITR PLATE L 1 SKYLIGHT FLARE WELL DETAIL j GABLE END DETAIL 3/4^4 -0 - oraaao6TOO O1 `'J TYPICAL ROOF CON65R1CTION M. EJ(1ERIOR WALL CONSTRICTION TYPICAL ROOF CDSTRICTIGN TRIM PER ELEVATION BARGE BOND PER ELEVATION 2X4 BACKER FOR BADE - NAIL TNRI SKIP SI.E.AN GWTH Ed• M. 2X4 MIZGGERB.• 4' QC. UN 2X2 BETWEEN FOR TRx1 TRPi FER ELEVATIONS BARGE TYR Se. ELEVATOR 2X4 BACKER FOR BARGE NAIL THRU SEAMING W114 d O.C. TTP. - 2x4 OUTRIGGERS 4' - WITH , 2x2 BETNLEET FGR 1RM 0 , EAVE DETAIL 3/4.447 EAVE DETAIL 3/4"4.47 4 EAVE DETAIL oe100-07000.12 ff ' 3/4 -0 SEE ELEY'. BAFfEL EOM 6' AEOVE EATT NSL R. ABOVE ELOAN NNE.. MP. ROOF CONSTRICTION) 2' MN CLR FOR vain. lirgf WAR 4DECALE NOI.E6C 13 )21 I SEE ELEVATKM EXPOSED TRUSS TAIL (M.. GUTTER/ FASCIA FER ELEVATIO4 MP. EXTERIOR WALL CONSTRICTION/ 08100-07300 E1 L. • E(TL3C 6' 480YE BAIT. NSA_ OR Q' AEOvE BLOW MSTIL (TTP. ROOF CDIBTRICTICNI 2' MEL CLR FOR VENTMYs 4S 0.C. AT OITSSOE FACE CP WALL WO 24 SHEAR WALL SCiEDILE 2X BLOCKING NW (3) 2' • HOLES WrtH ecREEN EXPOSE) TREE TAIL (TTP.GUTITERJ FASCIA PB ®® \ -I T PR I°. nzfikEkaricgtEEa too ® C ® I:) EC) E 'TT 00100. 07300-02 TTPKN. ROCF CDIETIEAITICN 2' MN. CLR. POR VENTNG NI O46' AT CUTSIDE FACE D: WALL UNO CN SHEAR W4L.L % ED. • 2X BLOCK!. MTN IDLES SRN SC'lEEN3) 2' 0 • m� � ® ••• 4EADR70TT MPL .cry,1111.4 MN 3'- O' .PER 4. NSTALL F11 BS.CKJ9NG • SiRIWEdb TOP 2 TREADS 9' MX NEEDLED OR NEDT WALI:(6)PER UDO • 3 NNCRAILLp �PEL �334 TUX 3P ABOVE � AD S. COVER IS1NV a NIGER STAR IEE4 .. WALL.. REIURJ RAL DDS PER YLB69 ' 4 ATE MALL .!!: F ACED • APART TET OPENING PERUSC SEC 5033 STAIR SECTION: DET f 3/4 =f-0" 06100-07800-01_ i \ 3 8/44 SE EV. ,, A ►`;\ 2X6. BLOCNIG I."' EXINEED RAFTER TAIL TTP. AJflER FASCIA PER ELEVATION TTP. E7liBiax YIALL COETRrn A4 RECEIVED CITY OFTUKWILA AUG 3'1 210 PERMITCENTER aD I'� atit I.II III"4""l".'" 7 1 , '1 .. 11.: al l ∎Tt1 .1 r i iT1ITATB •1I 161 . M1 1 TTP. WALL CONSTRUCTION WTH WALL SHEATHS. PER SCNEDLL.E BOTTOM PLATE NAILING' PER SHEARL'ALL SCHEDULE TJI BLOCKING TTP. TJI POOR CONSTRUCTION TOP RATE HAIM PER SEAWALL SO.1.LE aortal RATE HALM PER SIEAREALL SOEDLLE PANEL EDGE t FIELD HALE. PER SOEI.LLE TA BLOCKS. TTP. 7.11 FLOOR CONSTRICTION TTR NULL CONSTRICTION W M WALL NEAT.. PER SCI EDLLE SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR @ ' TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS '7'TO FLOOR JOISTS 0 FOUNDATION 3/4" 7070-0617046 o � 3/4=T - • Qozo otva0r 8/4 =?-O voroaevo 7 v 3 /4 =? 17070-08N0-01 + � + O BOTTOM PLATE NALEG PER SHEAPWAL1 SOEp1E PAGE L EDGE t FIELD MA . PER SCIECU.E TJI FLOOR JOISTS FER PAN ALIC34 TA FLOOR HOST W WALL TOP PLATE NAILS. PER SPEAR., SGEDLLE 'MP. TA FLOOR CONSTRUCTION TTP. WALL CONSTRCTKN EETH WALL SHEATHINCs PER SCHEME NAIL FLOOR SHEATH*. THUS AREA WITH d•6'oc EDGES 10 d • b' oc FIELD eoxx ALL EDGE& IV dab'oc FLYEDOD TO BLOCKS. BOTTOM PLATE NALEG FER SHEAdUALL 804011E PATEL EDGE t FED MILS. PES SCIEDU.E TA BLOCKS. BLACK ALL EDGM PAEL EDGE t FIELD NAILED PER SOEOIE.E TOP PLATE NALt. PER SFEARUALL eGJEDILE TTP. WALL CONSTRUCTION SETH WALL B4EATI4t. PER SCH4DLLE NAIL FLOCK SHEATHING THIS AREA WNH d•6' or. EDGES b d " ID' oc FAD BLOCK ALL EDGES BOTTOM PATE HAILS. FER SHEARLIA1I SCHEDULE PANS EDGE t FIELD NAILS. PER SCHEDULE TJI FLOOR JOISTS PER PLAN TN BLOCK. • ALL PANEL EDGES ,NEC Ecr.. 4 FIELD NAILING PER SOEDLLE TOP PATE HALING PER SIEARLWI P.C,EDILE STANDARD SHEAR DETAILS SCHEDULE TTP. IILALL CONSTRUCTON aim WALL SEAN. PER SCI4DLLE SHEAR WALL PARALLEL LO TO FLOOR JOIST - OFFSET CONDITION L OSHEAR WALL HOLDOWN 3 /4 =1-0' nvm-oe1O -LD (D SHEAR TOP PLATE NAILING PER SEARUAI.L SCEDULE BOTTOM PLATE NAILING PER SHEASUIALL EO EDLLE b d • S or. PLED. TO PAM JOIST PANEL EDGE G FIELD NAILING PER SCHEDULE TR, EXTERIOR WALL CONSTRICTION W WALL SHEATHING PER SOEDILE TYR TA FLOOR CONSTRUCTION 2x4 PANEI. EDGE BLOCKS. TOP PLATE NALHG PER EARBIAI SCHEDULE BOTTOM PLATE NAILING G PER 91EARWALL SCHEDULE d • 6' 04. P7µ0. TO R 1 JOIST NOEL EC GE 1 FIELD NALSG FER SCHEDULE TYP. EXTERIOR WALT. CONSTRICTION ICTION UN WALL SHEATH. PER 8OEDUE TTP. TJI R.00R CONSTRICTION 3x4 PANEL EDGE BLOCKING SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS 8/4=f -O• 170/0-06/70-08 3/44-0' 170700e1m -e2 \G l /44 TYFTCAL'LULL CONSTRUCTION WITH WALL SHEATHING PER BGIEDIILE TTP- TA FLOOR CONSTRUCTION BOTTOM PLATE HALING PER SEAWALL SCHEDULE TOP PLATE NAILNG PER SHEmPUALL SC-ELME ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOIE FOUNDATION CONDITIONS TYPICAL WALL CONSTRUCTION WTH WALL BHEATHNG PER SCAMI E TTP. TJI R.00R CONSTRICTION BOftO1 PLATE HALING FER BHEARUALL SCHEDULE TOP PLATE NALNG FER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CCWITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS O FOUNDATION ttm. TJI FLOOR CONSTRICTION SHEAR WALL PERPENDICULAR 11 TO FLOOR JOIST- OFFSET CONDITION CANTILEVERED FLOOR JOIST ® SHEAR WALL CRIPPLE WALL + + I 3 /4W-0 ' " 'Dol000- CRIPPLE WAN. (DIV. 6) BEAMING PER SCH&DU_E PANEL EDGE N FIELD NAILING PER SCHEME ANCHOR BOLT PER 0FEAPoWLL 8OEDULE (2) 4 BAR CONT. (DIV. S) SHEAR WALL 0 CRIPPLE WALL - INTERIOR t7070 -06T/0-24 L O3/4aif-0 • NOTE. ALL 0FORIATION ON NIS SNIEET Is' NOT NECEse0P'I x INCORPORATED. INTO PROJECT a PINATE WITNt PLANS. 17010 -03300-02 RECEIVED CITY"OFTUKWILA AUG 3 i 201 PERMIT CENTER, f BNEA MALL PER FLAN AND SHEARIMLL SCHEDULE CCUBLE STUD BOTTOM PLATE NAILMG PER SHEARUN_L SCHEDULE TJI BLOCK. BEAM PER PLAN e) HOLDOWN STRAP AT CRAWL SPACE TYP WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILIr1 PER SHEARJALL SCHEDULE BLGCKRY AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN i - _��II���IIIIIIIIIIIIt� 2x4 FLAT P U1/ .1 NAIL STRAP W/ ed LOPPION •b'OG SIMPSON 0816 STRAP x18' LONG, LAP 4' ONTO WALL OR BEAM AND NAIL WITH ad COMMON• 4' oc. 14 HOLDOWN STRAP AT FLOORS 10 DRAG STRUT CONNECTION 17070-0C,70-28 3/4'4-0" NT5 UPPER WALL TO LOWER ROOF CONNECTION 3/4•=1 IMO-043170-31 STANDARD SHEAR DETAILS & SCHEDULE its3o ® INTERIOR SHEARWALL TO ROOF COND.vHOLDOWN STRAP o FLOORS 3/4 =f-0' i o - octoo-oe 3/4• =f-0" VO70 - 0170 - 20 NOTE USE 056 ON ROOF TRUSS PER PLAN WITH SHEATHNG PER . BHF.ARUALL SCHEDULE Wd TO MATCH SHEAR- WALL NAIL. BELOW 2XI1 WITH 1541 TO MATCH SHEARWALL NAIL. BELOW INTO TOP PLATE PAEL EDGE l FIELD NAILING PER SCHEDULE TTP. WALL CCNSTRLCTICN WITH WALL SHEATH. PER SCHEDULE (2) W d d NAIL • 4' oc. • EA OUTRIGGER B d NAIL• b' ac. TO TOP CHORD BLOCKING 2x BARGE / Ix3 TRR7 2x4 BACKER FOR BANE. NAIL THROUGH SKIP SHEATHING WITH Ibd 2X4 OUTRIGGERS • 4' OC. WITH JOIST HANGER • TRUSS GABLE END TRUSS A. CLIP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRICTION PLYWOOD ROOF CONDITION 3 /4• =r-o• TYP EXTERIOR WALL CONSTRICTION WITH WALL SIEA1141 .s PER SCHEDULE (2/ k d 8 d NAIL • 4' ac. • EA OUTRIGGER d NAIL • 6' oz. TO TOP PLATES 1 BLOCKING 2X4 OUTRIGGERS • 4' OL. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRICTION (2) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARIW.LL aC1E ULE STRAP PER PLAN SHEAR WALL SCHEDULE 11/4' TR1BER5TR4I1D L5L R 1 BOARD PANEL EDGE 1 FIELD NAIL. PER ICIEDULE TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATIUG PER SCHEDULE T7. TJI FLOOR CONSTRICTION PLYWOOD ROOF CONDITION moo-moo-is 3 /4'=T -0• Troco-O W-O4 D a0o0 7 / TYPICAL Fd�OF CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION I I TYP. EXTERIOR WALL CONSTRICTION W WALL SHEATHING PER SCHEDULE WITH WALL SHEATHING PER SCHEDULE L ® SHEAR WALL o GABLE END L r, WALL o EAVE 3/4•=f-O noaao61oo- 3/4W 1425 TIE •EA TRUSS L530 • 48' ad 8 d• 6' oc.• BLOCK. &ACKNG PER ARCH DETAILS .5 CLIP PER SHEARUALL SCHEDULE L NOT ALL INFORMATION GIN THIS SHEET IS NOT NECESSARILY rnicowoRATED INTO PROJECT. COOT NATE WITH PLANS. RECEIVED CITY OF TUKWILA AUG 3 1 2000 f/000-08900-06 TCENTER SHEET S2 TJI JOIST DETAILS • SHEARWALL SCHEDULE Y` � x2 2 j »&� i C eSteolierN \ Rirki er' GIES ae 51DE � - - - YES x;5' s. d8' F%5 Ira .a. UI - 4 OR G'.X -i. . 'r' E$ 593' a 4S` E55 53 `L'i _.,.I s IL• I2 r t cF V2 6.,te nx. 5.55 S4 _ TEfi 5 /a' o lb' 2'u` :6d e 7' V d a 5' C. CPJLF ' .rF5 5/9'. c 4t3' NL' 6 cc 54E' die TWO SiDE5 FOS 15 r 1 -k4 : YE> >rE :� 4E � L �.. Ed r Y F ly -b j - YES .A5 s , e. 9n' ks m E' of . _ • iw PLF -.. A PI.H - .., -R -310 ae 510E. USE -3x STUDS R .YES 5!3° 0 3:" t1' ..a 2 ■ iTI. PI., ��.^ Ft, : -5. °.f Pi -7 USE 3/e STUB 2d YES - - m W' TPb 0841 ,11157 i^E C. RC. '2 P7 -.{ -. 5TAS.j Y 5F TTS.z JO4i U /fT)62WJ5. <+ , .g5 5'@ A )� Ae .,_� :, mT' .6 d 4j•r 4c`_G " °L= PANEL. MCIE5... YF5. - 513' s 12 435 CLIPS :2} RGw8 4-d m i• I T)): OUti . 5 SGT f'L-- - - CAL iJ;1 1.165.4 ¢£Y R . :..EN c E AAt 510IU' & R EcakL R� 6r3 r <sr' C.,, , 7JC` ell' w 42' J:' �:cf a 5 k e F' E TC EIF ;Ito, l 88'iB2s TO E.d: iJ5E =7 , - I A PIROVIDE Tr114XCE} FOOTING Uil V COVERAGE ALL S[G;ES OF .,43: 4) M. AiEB: :--� SYMBOLS & ' LEGEND !) . POINT LOAD PRk"St AE;ravE PCINT LOAD PfSC , AerovE POINT LGAR irtAtiSFERU3G COUJ FOIfiT LOAD 1 1.At..FA'&.; HANSER POINT Losp T.RAN5FEI.D BY KICKER CGW ISTN 517E DESIGrfATIGT, VERTICAL STRAP WM., SIZE RESIGNATION TO BE, US`D ON FLOOR BELOW SFx:( HORJZONTAL STRAP WI9.7 SUE. fJESiGNATi^'! It iO 4TES.EAM CALCULATION VT. x HDEXEO HUMBER pl -0 --' - EXtcNT G'S• EAR WALL LL . T7'FE OF SHEAR 'WALL ABOVE .liAl_L EELoW UNLESS OT41ER ESE NOTED, EX4+iEEERITIG AND CALOULATION6.4RE NOT PROVIDED -1. *: Tc{ESE.RR.AWL Kam. QESIGN. CF2fTERI4 FOR ...Eye_ -*r C.R.TE. 4 :at4.5.&+6. NOTES L 61 - fEARIVALLS ARE FOR .Ill4LL5. - CSd TH4 ? 5,40:14. SWAGED,': FOR ?c�- Ar�3: °= ..'�c�3i" C/.'LY, c.rt I0N5 rX WALLS G5 SHEAR FANELS, NILI S MA.Y E'E 5PADED 5 IST C... {. 5, 1, PER TABLE . !L'4 ERE P'ORTIC,S DES,INATED AS 5:-:E$ F'.4N;ELE NEN SI -iEAR FCLOJf 5, [PI 'RE W RE'N_'1 : ITS - - - l .RC ✓DE TiD STJC _. SEE 4.14NUFACTURER'S AND DE.AfLS FOR EACH TrFE :,,,,p04t1. "RA.P, .dt ;:7 Cr r",TOR ROPER RSS_ LATiC.'F. {: ALL FLY:U00r UR G"P°J E.= F'i14,.LS 514444_ 5E APPLIED HJRIZCNTALLY OR VERT„CA_LY OP1 SIT-1106 - EDGES .SLi.ALL eE TACfER C .' CENTER t ST`../DS AIPV E3LOC!.Eb °EC; SCHEDAILE. .. 1. D-2 NOT OVEREF!✓ NAIL h . ,TaPLES Oft 5CRE,' 4Z NCT AN ACC F'TA3L E .' -+�%�" .1TI E G N4 FOR GE iSYtATED ++E4@ WWL.L P VEi & UNLESS P.cF - c -AP '£T T 4E. li LDJ C C'4L ROOF e FLOOR SHEAR -HNC/ ' R.CO' SF+EA'rtlh ' 053 APA RATED SH =...ATAING (24/02 LAY UP tlY r1INIITIU! CLEAr2 BEThEEf' PANES TO ALLC JF R XFANSIG, NAR—NG °HILL BE ad AT A.4EL- Et3GE. ..'4..' a - -I`.- '.t+TER £DIATE._ 4 .,FA'PGRTS. :P''ROY∎DE EDGE CLIPS 2 DC 2 F * ° ALL a: . �4`C =vG - ..�_O..LG�E -Y ';R4'"t EAR =D D a2.^=. LODP. SHEATHING 34'. CD:_ TIG APA'. RATED . L JOD NAILED AND ;DLUED. ADHESIVE SHA'L'L -CD F=O,E^T TO CPA AF Pf?.OViDE TU EDGES AT L =+` .Pl LEDGES. 'i;:.lL ;.LL 5E FD AT 6' DD D PAWS,: EDGc:S AND !C' •5c A INTER D147E ...PORTS ALLOWABLE D: API -R ",''^HEAR= 2ur.L'32'«[7'fp55 FLYWOOD 5F, iL�" 5_ _AID d . 6 R C5RAPPI PERPEND+.-.i'LAR . C SUPPORTS ANC. END �catc3drsl z - � NAAR i 1 w�. OTHEKr45.E = �� _---- VALI T '. ET STAMPED CAT P+' OWER SHEAR _.._ WALLS 14= TYP. S IEAR;€,h..L f Ta��r�r:�rlrff RECEIVED cm of TUKWILA AO I nog PERMIT CEN„f