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HomeMy WebLinkAboutPermit D01-155 - FOSTERVIEW ESTATES - LOT 20FOSTERVIEW ESTATES - LOT 20 4270 S 137 PL D01 -155 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000200 Address: 4270 S 137 PL TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 1059, SNOHOMISH WA Contractor License No: DUJARD *2041.0 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access/Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm FOSTERVIEW ESTATES - LOT 20 4270 S 137 PL, TUKWILA, WA DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA $189,306.14 N/A Y N N N Y N N N N Y N N DEVELOPMENT PERMIT Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Number: 0 Start Time: Volumes: Cut 140 c.y. Start Time: Private: N Private: N * * Continued Next Page * D01 -155 Permit Number: Issue Date: Permit Expires On: Phone: 425 - 334 -5018 Phone: 425- 641 -5320 Phone: Expiration Date: 12/16/2003 D01 -155 05/22/2002 11/18/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,707 SQ FT SINGLE FAMILY RESIDENCE, 523 SQ FT ATTACHED GARAGE AND 124 SQ FTCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTE -RING AND STORM DRAINAGE. Size (Inches): 0 End Time: Fill 25 c.y. End Time: Public: N Public: N $1,744.25 1997 0007 Printed: 05 -22 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: E sc. Date: .f- ,ZZ - 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 provisions of any other state or local laws regulating cottructio r the performanc of work , ._lam authorized to sign and obtain this development permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D01 -155 II Date: - I 2-- . c(' V O W DQ 80 0 ZW O Z O Z Printed: 05 -22 -2002 00 �W City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000200 Address: 4270 S 137 PL TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 20 Permit Number: D01 -155 Status: ISSUED Applied Date: 05/22/2001 Issue Date: 05/22/2002 1: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (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 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12. THE DRIVEWAY SHALL BE DESIGNED AND SLOPED SO THAT DRAINAGE FROM THE DRIVEWAY DOES NOT FLOW ONTO EXISTING ROAD SURFACE. 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: 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). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: 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 to violate or cancel the provisions of this code shall be valid. 9: 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). 10: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11: All mechanical work shall be under separate permit issued by the City of Tukwila. 12: 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- able until final inspection approval is granted. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions PERMIT CONDITIONS 14: 15: 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. IMMEDIATELY FOLLOWING STORMS. 17: 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. 001 -155 Printed: 05 -22 -2002 I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating co truction or the performance_o work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -155 Date: ‘2_.-_ IC Printed: 05 -22 -2002 Project Npme/Tenant: f1)51f. -4/ ie J esfa/c5 Lo 1 Z o Value of Construction: /oq c9 Is this site served by: El Sewer ❑ Septic (King County Health Dept. approval required - 296.4722) Site Address: City State/Zip: 5o , \21-t ptack. �4V1D u t Tax Parcel Number. 2 �1ac - owo Proposed New Square Footage: 2 014 O sq. ft. Dwelling k 2-4 sq. ft. Covered Deck(s) Props Owner: U 6 1 an d ivy r) st we ran -2ri Co . Phone: 425 • 33Li -- So 18 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 11/F) Street Addre` : City State/Zip: 'g'.O.$n'C S EUe-re.... 'U ik 9g2106 Fax #: 4-t2s•33( -5041 . Cont tor. , IA aro(iYW DvJe,t np 'net er t - Co . Phone: cx.4.0 0I" . Street Address: City State /Zip: ct..1D Fax #: 0 U '_ Architect: Phone: 42.s. ta'41 — 53Z° 0. 40 et eAr Wcrc/P itA-e..:f 5 'P . Street ddr City State/Zip: 1 S l‘ S E l tom M) e.. Sie1ivt,teuwlti citica Fax #: a z.S. toy t -- 53 t _ Engineer. Y' i G l e_71 Y oc.. Phone: (-12-5'. 71\ 71\ Fax #: L42.S' 17S• 32 co Street Address: City State/Zip: 1 c 35.30 1(OEX 1 I e, W. t Eshlethii.dstiM /A02.(0 Contact Person: K..Ck. ?ter y-ritN j -" e i s Phone: a.1. p 0 e Street Addre s: City State/Zip: .9.)0 co e_. Fax #: .,.1 0 v - , Description of work to be done: Q 1\16\A) 'S K RrbW bast/ t loo WOO— 0to3 Type of work: New Single - Family Residence ri 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: El 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 ft. Accessory Structure(s) sq. ft. Uncovered Deck _ sq. Proposed New Square Footage: 2 014 O sq. ft. Dwelling k 2-4 sq. ft. Covered Deck(s) 5 Z 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) 11/F) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUK! `'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F • " STAFF USE -ONLY Project Number: Permit Number: (/ L! t-•' ('1 �`. .�: 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. PPLICANT REQUEST FOR*PUBLIC'WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: '( Addlticnal re'vlews shall be determined by the Public Works Department ❑ Channelization/Striping Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone Hauling NtLand Altering: 0 Cut ( 1 1 ()cubic yds. ® Fill ar cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): El 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. Date application accepted: 6 -2,2-o Date application expires: Applrn taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: V IQ GO 'it.. kA L W G Phone: Fax #: Address: ►oat - YC4i * ec S ? .9 City /State /Zip: ALL SINGLE- FAMILY RESID ,TIAL PERMIT APPLICATIONS MUS "` SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE[ Y A REGISTERED ARCHITECT OR PriOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. Cl ❑ 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 drawirfgs, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State. of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000200 Permit Number: D01 -155 Address: 4270 S 137 PL TUKW Status: APPROVED Suite No: Applied Date: 05/22/2001 Applicant: FOSTERVIEW ESTATES - LOT 20 Issue Date: Receipt No.: R020000685 Payment Amount: 1,644.25 Initials: SKS Payment Date: 05/22/2002 10:22 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT TRANSACTION LIST: doc: Receipt ACCOUNT ITEM LIST: Current Pmts Amount Payment Check 5178 1,644.25 BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Type Method Description Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 RECEIPT 1,497.75 15.00 15.00 54.50 37.50 20.00 4.50 Total: 1,644.25 Printed: 05 -22 -2002 • 44. ey , (JflY OF 111KW11. A , WA 1PANSM11 o r r ******* *********** A4( ** (A***k****A Ak AAA**A*kk* A*A AAA A** A VA INANsmn Number : W0100665 Amount : 100 .00 0!)1 72/01 11: !)0 Payment, Method : CHF Notat i on: 1)11.:1ANDiN M.A.! (H I ti i t : fll I. I Permit. No: 001-155 1 y pe : VIA 1)1- V1-.1 01-'111.141 P1 Parcel No: 261200- 0200 Si 1.,f1 Addre5n: 4270 S 1 37 PI. 1 Qt.M 1 602 . 2!) Th fi Payment 100.00 Fo tit 1 AL I Pmt;: 100.00 Balance: *************************k**A***********A**************44**k***** Account Code DcrIpt Ion Amount 000/345.830 Ii AN CHFCK PFS 100.00 «Y 23 171.0 TUTAt Project: c ( - '►o"of( ► /r/:217 Type o - Insp : ection -`1- . r /<14 Ad • res_ s• Date Cal led:• _ 0 ../ Special Instructions: Date Want d: ('►� equest =us Phone N • . y, 2 �. ' fj, 1 1 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto 0'4_ Al) `r _AS) (206)431 -3670 Date: t - 03 El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6304Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type o I spection: / / / L " . Address 1 ; , ,)7 1 S i /i £ r Date Called: - 9 C 3 I I F't, t Y'■ r4 \U►'\` C.Ap YeAre ( a.m,, Request r: ' l / / / /S /Z /_) o� J - y'N\-r✓ %G v U.)6 t boar(" " tit ('1 pv011ee C) ' r>'` , \, e e'0 i.l it Pro I0 c - 1 . V1 * - c4.#'{ 1 ` ))- - 0 77 Pr C2_ 57 11f d 7;gIZ 5 Type o I spection: / / / L " . Address 1 ; , ,)7 1 S i /i £ r Date Called: - 9 C 3 Special Instructions: 4/03,,e? — 1 , /� �f ��/`7`) �7r` !J 4172U A9E-1/101/6)) Date Wanted: ( a.m,, Request r: ' l / / / /S /Z /_) P on _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 6 0 Inspector: ved per applicable codes. a.. D o / - Corrections required prior to approval. Date: 5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: 1 Pro 05 0 VE 6 Type of +xpection: ; i A dr ss: a . D ate Can..: 3 D �. Special Instructions: Date Wanted: a. rr�, f ^ ! ` 0 3 p.m. Requester ,�,� /� 6/ ,5/ 2∎4∎0 Pltdne Q: 3 t) / ,e ,,, . n INSPECTION RECORD s 5 I Retain a copy with permit IMINI INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3.70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t ��" \x/11 �.Q a ("4. COX F" L# v\ c5C_,l. - t,-s"..0 Cc e !/ - L'N st_. cr Irispec o 7 REINSPECTION FEE quid at 6300 Southcenter B Receipt No.: Date: REQUIRED. Prior to inspection, fee must be vd., Suite 100. Call to schedule reinspection. Date: 'COMMENTS: Type of Inspection: lQ ---• Address: 1 5 1> D) k 2 - ` u 2 ' 4+.. t View, , 3 Date Wanted: t 12" a.m. 0 7, p.m. 'Requester: S Cc '- p k 0 Phone No: k 2_stqc-Y1) c o c ciAp '\ - '- 6 s -cam j P " S P '1,10 : T v 1F Type of Inspection: lQ ---• Address: 1 5 1> D) Date Called: \ 2 Special Instructions: L A 3 Date Wanted: t 12" a.m. 0 7, p.m. 'Requester: S Cc '- p k 0 Phone No: l INSPECTION RECORD L� Ul ; i `� J 1 Retain a co py permit with it INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: ! Z S (di) COMMENTS: a a ^ 14-2, • Type of In pectin ; to. i I) / 00r ---V\c,L or. - A ' )9 i (7\1 Date Called: I(f -7l l . Sp4ctat instructions: Cr ) ) A () • -C `woe' - -. I f (I vv. t v, ri " CO; t1 - 1 `- till/1 ( :..3' VGIn" r r 1 , 1 1 (Jt 71 �iIC; 6 rI I t; !tone C._ S� )33o - q 0 4 1 0. •• Cj ivm ) . h - i "7")kur , ;\C kGt 1 ( \ .r r 1T=)G r74 -1 C ` (' , OS1=> (+ fir) r 0 p \IVI 9 1 40 - Co' , c 1 iuciA r V' 1 C (i�1( h r__ - . ° tMf) o¢ „ vs r\ ' 1 A v xi Pro ect: w cam.. • a a ^ 14-2, • Type of In pectin ; to. i • ! I / Address: �)�.. 0 s. 1 Pi, Date Called: I(f -7l l . Sp4ctat instructions: Cr ) Date Wanted: a: tfl: Requester: -."' !tone C._ S� )33o - q 0 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of I pection: ir77 go j , A.92s /3 / Date Call�ci: t K c 1 Special Instructions: Date Wanted: a.m. p.m. Requester: P one fro: 7/ - _ ee' ... ii e ),-) ` ,�,-$ f'%t_. C;' .." �- Y -1 Prpject: 5 t /�l l .. J[7 O Type of I pection: ir77 go j , A.92s /3 / Date Call�ci: t K c 1 Special Instructions: Date Wanted: a.m. p.m. Requester: P one fro: 7/ - _ ee' ... ii F -4-4-. --. INSPECTION RECORD J � -- Retain a copy with permit I- / l ) INSPECTION NO. PERMIT NO. vo l CITY OF TUKWILA BUILDING DIVISION it- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l p(l Approved per applicable codes. Corrections required prior to approval. Inspector: A / Cart: --1 , i Date: , 1 l // El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P oject: / C T VJP t , -- r ,/t 7 (9�. Type of Ins ection: J// ,/ r ,, � _ /t y, J i ?lt " / Add •ss: I ,/ r C= V FL Date Called - Z- (.3 Special Instructions: r f Date Want ,at ` a u Request r. Phor) No: jL, _ 9/l-'W COMMENTS: Receipt No.: A INSPECTION RECORD �' ` Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El required prior to approval. 411 e4c4 1 4 v w, r '� �1 ►1c V., m Date: rA 4' V' t, Inspector( . y ) 2Q q Date: k _ 8-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: i _ 0 forryl CL- I 0 ? Type of Inspection: ( ) / v Li Address: P I . Date Called: 1 ) 3/ Special Instructions: Date Wanted: —ratrn, - Pit Requester:. 6 tt i )t ytracC, Phone No: 9 -3 0- q 6,c INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 rotinel-e 4-1 PERM CITY OF TUKWILA BUILDING DIVISION ; 06)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect° . Date: 03 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: i s: • Typ. of Inspection: .6 .i . 4 .. /S 1 T tri m l y.r P }r Q e 1 Pad Ad ress: ,-2 7‘, .5 , 2 i Date Called: / , 7 Date Wanted: /..ge)/ T - 27\,, *-i 5 to ;\\ b-e iIAS?ec -i44 X Ivor USv1,41, n , Ph w � ee No: v1 �' ., l *VP Cauca s Pr • t: i s: • Typ. of Inspection: .6 .i . 4 .. :./ Pad Ad ress: ,-2 7‘, .5 , 13 7,•?Z , Date Called: / , 7 Date Wanted: /..ge)/ ( -a.m. p edal Instructions: Requeste : Ph w � ee No: l Inspector{" INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI (206)431 -3670 lEt - Approved per applicable codes. Corrections required prior to approval. Date: 1- - 3 I 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r Receipt No.: Date: Project.r• 1 tQ r'vrV111' w 41 20 Type of Inspection; - k . . 3 � 6 2 s n Address: 2-g s i i tom') Date Called: 1 .� ?, � Special Instructions: Date Wanted: I) .- (J ) a.m. P.m. Requester: e."XiY l Phone No: COMMENTS: 10 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 1.3670 pproved per applicable codes. Corrections required prior to approval. Date: la_ �- 02_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: I ( Ave '. t - korI ,( v Address: '/Z 70 -. /..7 1-Z Date Called: 12 i'.‹).-07_ Special Instructions: Date Wanted: <a.m. Requester: _, Phone No: „/ ` , , ? �J �r, ��� 7 • ..� P v' .t 'V ;..r � . 14\ C \ear ,,, UV - y A 4 ") 1 � S °roe W a t k GtA ( Y f. C .Q CC / 110 ti _S ( Y +C.k 1 Oh `t tr CA,NA u t. f e onr - t ( ►` e (JCL -0c r— 5 ( COY ( I 0-i r v,, . P `E f ) 1 r1,V 1'g.- _ Proj 7 c , S 7G i1 cJ /C-: cc./ 147 70 Type of Inspection: Address: '/Z 70 -. /..7 1-Z Date Called: 12 i'.‹).-07_ Special Instructions: Date Wanted: <a.m. Requester: _, Phone No: „/ ` , , ? �J �r, ��� 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspecto INSPECTION RECORD Retain a copy with permit (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. Date: 13. ) $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: Pr ject: �_ v r�� L �' ltd e Ty. e o Inspe &i i • • ,r `` 1 / 1 l J ( A a►tss: /. Date Called: ` S eciai nstructions: Date Wante ' : equirSter Y ((f)( Le-f‘ P one o I.. [=5 INSPECTION RECORD R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: (206)x31 -670 i a. $47.00 REINSPECTIOrEE REQUIRED. Plor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Pr ject: 11..) [ V 1 t5'fale, T of In ection: 0 0 Ad r �� Date Called: Spscial In�s,.tructo ns: G-0 i v� G7 Date Wanted: ! I / 1-7/0 J ,,,? 2 ,, p.m. Requestcd: Phone No;,, F INSPECTION RECORD R etain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: $47.0' . INSPECTIO E RE. IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: (Receipt No.: Date: Do P oter.,t: ewe )-Lo 0 Ty .f Ins •ection: c 4- Ai( lei A / ,.. 7 , /oh. Date C : / Z- 0 2 - Special Instructions: I A It Aiv ate Date ynted: / 1 3- 0 -2- Ca.75"7 P.m. Requ ster of Phone No: 4") i zr).---... ,/q-2v77 INSPECT N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: PERMIT (206)431-3670 A pproved per applicable codes. OCorrections required prior to approval. Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of ) Inspection: ddress: �-�- , l 1 r Q i Date Called: / U 2 SpeEial Ins tructions: ( Date Wante : 1 l L 7/ (Z p.m. Requester: �� P one N NO 13v "qL 14 INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ! "r < ci9 "-4 I .--.'r2 r- " i Srw?.e -r' -C �.�}2► 0 Approved per applicable codes. El $47.00 REINSPECTION I REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No.: Corrections required prior to approval. Date: COMMENTS: Type of Inspection: ( , Address: Date Called: Special instructions: . Date Wanted: a.m. P.m. Li I (ii,.,r ;1., %.,, , .. Phone No: . ,. 4, •T':.• ,-- (-- ( i . ..... . . ., Project: .-, i t - - ".„,,, ,-...,.....-, Type of Inspection: ( , Address: Date Called: Special instructions: . Date Wanted: a.m. P.m. Requester: .. .. %.,, , .. Phone No: -',•fi.14i4; . .1 F----(? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. PERMIT NO. Corrections required prior to approval. Inspector: Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type o inspection: 4 r. 4 .. / i r. (clrr4 P-r.. y / . j 1 K:..,r l (- , /3 r2.... le Date C yy /P- ( Special Instructions: fit!' 216 ? A 4- 40-4-7, 1 jai ' 4 I t1f ti.G44. itequestr: �` . r,y (/, ; (t% / Phon o: ' .,rte NI �] i ,, /42 4 L ! /0 _-- do. le - C, Project: !r_5 — t r/ )b Type o inspection: 4 r. A re • sa 99rs // 27 /3 r2.... le Date C yy /P- ( Special Instructions: fit!' 216 Date Wa d: i d A el a.m. itequestr: �` . r,y (/, ; (t% / Phon o: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Inspector: $47.00 REINSPECTI E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: b Date: Date: Corrections required prior to approval. Project* L. /. ;.. Type of Inspection: 7 I L.* A it. Address: 170 ■e fir? / 7 Date C • Iled: Special Instructions: Date Wanted: ) �,r-� (a.m., Requester: Phone No: E:? INSPECTION RECORD R etain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 Ap proved per applicable codes. El Corrections required prior to approval. C O MENTS: Inspec Date: i / f g _ 2_ $47.00 REINSPECTIOI1 FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , 1/1( ' - 1 tr lit Type of Inspectipn: / 1), f / Pci 1 (t„r( I k Address : 2 /-, /-- " Date Callp: Special Instructions: Date Win : , .,. — _,,? CLP .:m1 Requester: Phone No: 7- .INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. COMMENTS: Receipt No.: stt,t__= 01 INSPECTION RECORD Retain a copy with permit Date: O torrections required prior to approval. c nyy-vvo L."04)14 fisp t9r Date: CAA) Cki / 0 .00 REINSPECTION FE REQUIRED. Prior/to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. cii to schedule reinspection. 1 PiaOect: i 1`Z.� vAlie - LCl IC Typ.� -of Inspection: re C(tie:Yl FC{�4C ddGes Date led• ,, Special Instructions: Date WpRtedx� a� * e heques •' Phone 2o: 0 (h . ,;.)7 . 0-?>°0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: G;T) T-r rrpdr Orr sa e sf-k LS f 4vrv(J \101.5 s S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Cal) to schedule reinspection. Receipt No.: Date: • Project Name FINALAPP.FRM Authorized Signature Ciiy of Tukwila Fire Department Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r f t s y � ( ai ` TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM , -'71-?( 1/ 4.7 (1.) Address /i 7 / 3 7 It Retain current inspection schedule Approved without correction notice Approved with correction notice issued Rev. 2/19/98 ) j Permit No. / C f' Suite # Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 TERRA ASSOCIATES, Inc. Dear Mr. Fowler: Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences June 16, 2000 Project No. T- 1515 -2 Subject: Plan Review Fosterview Estates, Lot 20 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 20 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. Project Description We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.4 and P2.5, Architectural Plans • Sheet P6.5, Site Section for Lot 20 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two -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. 168. The main floor will be constructed above a crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to six feet will be required. It is not anticipated that any significant fills will be placed on the lot. After completion of foundation walls, excavations will be backfilled. DoH55 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com 1 1 Mr. Bill Fowler June 16, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to six feet may be required to construct the foundation for the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed at other locations on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. A uniform pressure of 60 psf should also be added for 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 upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 w 6 D J U co co u. w° N_$ w O- W w 0 0 — w u- O z U= O Z • Mr. Bill Fowler June 16, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. eok 41:4Zdaa-/Ao EXPIRES 12/9/0 Costa Philippides Engineer Anil Butail, P.E Principal CP /AB:ko cc: M tects, P.S. Project No. T- 1515 -2 Page No. 3 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS Homeowner: Site: DUJARDIN DEVELOPMENT PLAN #2060 Builder: Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 2060 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET 'REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 434 8.35 Floor R19 vented Joist 16oc Glazing @16% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R38 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass PROPOSED 437 Btu /hr -F 8.31 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 434.4 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.031 ACH -0.350 Proposed UA Light Frame, Sheetrock walls M- 3.000 HOUSE ID: 99085.22 Area = UA 1254 51.4 309.0 200.8 38.0 14.8 1971 122.2 1254 45.1 16653ft3( 106.7) X Area = UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 1254 51.4 332.0 172.6 38.0 14.8 1948 159.7 1254 38.9 16653ft3 (106.7) 437.5 2060 6180 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: GLAZING ORIENTATION Location PROPOSED South 83.0ft2 Southeast : East 83.0 Northeast : Eff S Glz: 5.2% PROPOSED Gas Furnace DEFAULT 78 % 0 64 % Vented crawlspace Attic or garage 0.60 28099 5229 33329 50000 85 MBtu $ 474 Integrated Spot & Whole House Btu /hr Btu /hr (19 %) Btu /hr Btu /hr (150 %) 0.0 () Btu /hr tons (@125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 250.0 ft2 50.0 ft2 PROPOSED North 83.0ft2 Northwest : West 83.0 Southwest HOUSE ID: 99085.22 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 Kapp ler Associates JOB NAME: JOB NUMBER Copyright 1994 Architects Dujardin Development Fosterview Estates Plan 2060 DATE: BY: 2/25/00 99085.22 MJM WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR DINING FAMILY FAMILY 4.00 6.00 5.00 2.50 1.00 4.00 5.00 6.67 5.00 5.00 6.00 3.00 20.00 40.02 25.00 12.50 6.00 12.00 2.00 1.00 2.00 2.00 1.00 1.00 40.00 40.02 50.00 25.00 6.00 12.00 FAMILY ENTRY . LAUNDRY TOTAL MAIN I - 173.02 UPPER FLOOR j M. BEDROOM BEDROOM # 3 BEDROOM #2 OPEN TO BELOW BONUS ROOM 7.00 8.00 6.00 3.00 5.00 2.00 4.00 4.00 4.00 3.00 4.50 3.00 28.00 24.00 24.00 9.00 22.50 8.00 1.00 1.00 1.00 1.00 3.00 1.00 28.00 24.00 24.00 9.00 67.50 6.00 M. BATH TOTAL UPPER 158.50 SUMMARY TOTAL GLAZING SQ. FT. 331.52 TOTAL HOUSE SQ. FT. 2,060.00 Glazing % 16.1% 6/6/00 990 &522 - Glazing.xls P01- I55 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKVVILLA, WASHINGTON EXPIRES 8/23/0/ 1 5 /2ao NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 . C JAMIESON CONSULTING Consii:Lng Engineering & Pr o;ect Maneieren: 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 93033 '5) 8803.2381 • FAX 803.3239 INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.257 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 4.67 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.67 t ft Footing thickness 0.67 toe ft Length of toe 0.67 heel ft Len th of heel 7'. e .io -mil 9 =40 ,s/ btu = zoe d= 4 ' 4 1/ 4 Chick Poomv& spM3 do eiz. ,A5: (2)4 df&" .g= .0%7 41 t,: /4f" ` lax- TYPICAL CANTILEVERED RETAINING WALL H 5.34 ft Lf 2.01 ft fs 1,495 # /ft2 fs2 1,732 # 1 ft2 Lf /3 0.67 ft X 0.42 ft 2Lf /3 1.34 ft F 499 # Fk 207 # FS 1.619 Mot 888 # - ft Mr 1,349 # - ft Mu 1,010 # - ft W 1,094 # w1 375 # w2 467 # w3 202 # x1 1.67 ft x2 1.00 ft x3 1.00 ft x4 1.00 ft At liz A,76747) = 21 C9 %AME Fe (I/VW JOE NO. Zo / el "aJ 0xr3 Sri:ET ,NO. I S Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 6# 4 vp U(I III ((( 414e I ,C. CTEz Mi w14L 4J Vto` 4-!i, 5E/O S i (3) #4 . " 4----4 3 11 C/E/rtZ 0„ 8` S JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT NAME OUTPUT UNITS COMMENT JAMIESON CONSULTING Consulting Engineering & Project Sfancgement 35 EFP 0.267 Cf 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL a w4 w toe heel H Lt fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 # /ft3 ft ft ft ft ft ft ft #I ft2 #1 ft2 ft ft # - ft # - ft # - ft ft ft ft ft -/G, = ZEco Fs! = /45/ I'4= l.5"` Ai/,t) srE.E. C//gete $PTV Mpg 5 /Db( A, 0442- 2- d 231l I A = 20.5 Z0.30Z7 Z-Ndy = 7/7(.Is JCS NAVE tit( A/ JOB NO. 20 tel OAT= Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Len th of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing SY 1)4 SHEET NO. Z " G- (fr(rov 3"C1- 6f g t, I ► 4 tl 111 - rrr 4- 4J c/b nt-r; 73 s I 't 1 CA0 C5)444 JC JAAIIESON CONSULTING Consulting Engineering 61 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ') 803.2581 • FAX (425) 803.3289 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) 6 a ft Height of earth above "base" 0.67 . w ft Wall thickness 0.67 t ft Footing thickness 2.00 toe ft Length of toe 0.83 heel ft Length of heel H 6.67 ft Overall height of equivalent fluid Lf 3.50 ft Total footing width fs 1,155 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,246 #1 ft2 Soil bearing If X Is not In mid 1/3 Lf /3 1.17 ft X 0.85 ft Location of resultant force 2Lf /3 2.33 ft F 1,079 # Total horizontal force Fk 654 # Net sliding force per foot FS 1.515 ' Net factor against overturning Mot 2,631 # - ft Overturning moment Mr 3,985 # - ft Resisting moment Mu 3,672 # - ft Ultimate moment for concrete design W 1,591 # Total weight on footing w1 639 # Soil weight on heel (120 pcf) w2 600 # Weight of wall w3 351 # Weight of footing x1 3.08 ft x2 2.33 ft . x3 1.75 ft � = 40 ,51 Ala= 3167'' 4 4= 0.3r,V/ rr- 4e g'0, c. / ?NP i / 'l TVL 4-16 Mu= /t99 '=45' 5oDmi& oori lG 44A15 ,e / ZDA./74 „..NAME Fo9rEe V i x JOB NO. 2.0 ( e� OAT_ N o III= —I��ll SHEET NO. 111 CF BY - ti a (2)44 ?VP I. f ` I/4 f CGE42 ;4J&e" o ic, ).4 ¢ caul; (2)e - ros g /0" j( JC JAIIESON CONSULTING Consulting Ergsreerirg & Project Monogement 901 KIRKL.AND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 35 EFP 0.267 Cf 7.33 0.67 0.67 1.33 2.00 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 Jam_ NAME jTEXV1E4I JOB NO. TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT DATE # I ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) ft Height of earth above "base" ft Wall thickness ft 'Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing If X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net sliding force per foot Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing # Soil weight on heel (120 pcf) Weight of wall # Weight of footing ft ft ! z z, f t = 40 vi X �.z d= 45=0,37/Aix I.L-4466/ro.ci . Nsi. -, I lv�u t l ,, N FWD f7 rog_ *4 &/2 "a.c. l 6 s.z5' /'WT/IVG 5P47t/5 6'ozi. L 444-xi b= /- 42 " 6 1 ' A s 62r3 /41 (3)-4. , lc- 20161 EY 7) • • • '-4" SFEET NO. 4. OF N TOP Il• ttr (I1 =III I ete-lo`ku, 444ef2 "00c, 4j c - /2 "o, C, (7),44- cavr J C JAMIESON CONSULTING Consulting Engineering & Project Jfancgenent 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1 •^ . 1) 303 -2581 • FaX (425) 803.3239 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w2 w3 x1 x2 x3 5 CO UV 5, 01/4 NAME OUTPUT UNITS COMMENT :5.✓stdF } :. 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 = Xs/ 0.57 (i # / 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 #1 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 pct) Weight of wall Weight of footing # - ft #•ft # - ft ft ft ,c ' ' F o e # 4a /2'0. 4= ZLnsk' - £ Z5 J09 ,NAME J03 NO. DATE SHEET NO., j 2.0 g • • • • EY Vr Iiisill 4 I2 'bc. r'IY cl ,12 —44j J for c , &.)-0 4 coo; ,1' „ • l 53 ��z JC JAMIESON CONSULTING Consulting Engineering & Project Monoge ent 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 35 EFP 10 a 0.67 w 0.83 t 2.25 toe 1.25 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 Z.z1 2500 F4 4= 4o or Itik 4 60 K5/ 41 5 9 6 4o.4/ . S clew �. �'0.r✓� RAID :4 m 1-iz', 4j24s' /) .Z5 " UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 #/ft2 ft ft ft # - ft # -ft # - ft # ft ft ft JC? NAME I / v 1E- (A/ JOB NO. ZO r e/ =Y 4.J Z ' DATE EH::T NO. CF 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 C) 4-4TOP ((EEO , rrl #4&- io'OrG. (lZ g atz SJ &g 00 G g "or c. ..41. 4 x 2 2 g, " "O r C 604 COW' !i k JC 901 KIRKI-AND AVE STE B -1 • KIRICIAND WA 98033 ' "5) 803 -2581 • FAX (425) 803.3289 JAMIESON CONSULTING Consulting Engineering & Project Management JOB NAME F5+ E ti/ + E W JOB NO. 20 /St DATE EHE NO._L. C= CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 12 0.83 0.83 3.17 1.25 EFP a w t toe heel H Lf fs fs2 Lf /3 X 2Lf/3 F FS Mot Mr Mu W w1 w2 w3 xl x2 x3 -PL.= z590 75t 12.00 5.25 1,850 1,954 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 1800 1494 654 4.63 3.59 2.63 gs / Ks( # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # -ft # -ft # • ft # ft ft ft 405 ds" 4.0,53,41Y w&"61,c, z6.0 f/> u1 , Fog -- 4 e 12'0. c. oj= 0" u = 3 -5¢ 7' 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 (12 pcf) Weight of wall Weight of footing • 3 , • BY `TOP 3ilarai ,le /o" I - 3 JC Consulting Engineering & Project Mcncgunert 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (4 25) 803 -2581 • FAX (425) 803.3259 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 JAMIESON CONSULTING NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 OUTPUT 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 4,966 2727 1494 746 5.08 3.75 3.00 UNITS # / ft3 ft ft ft ft ft ft # / ft2 # I ft2 ft ft ft # -ft tp • ft # -ft ft ft ft Id ' JCS NAME ,c ) E .V ! E v JCS NO OAT': _ SHEET NO.. S C� COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force '�� • ��- Psi 4 1c'ii 4 As/ .` g . 23.3 d - s , 5 =0,74/4 45e5do,c, F/ ,/ FOZ +@ /O0. a + , io n Mg= 6.3/ 14/ = &L/0 Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing y Soil weight on heel (120 Dcf) Weight of wall Weight of footing %L)• Q • • Nis • BY VJ 2— (4- ror il'r V. - 0 1 _(I .. . r a 1 ill ,+ -4/ r ° 4e lo 'Of C 1 al► V c 4•sJ G, 4o (� 5"oc, 3 ib 0r c. /E7) 04 ci • o / /if 4/7- z CC w 0 w 0 u. w0 u.? w w no of tu U L- O p JC 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 0.87 2.50 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 35 EFP 0.267 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w 1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.28 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 .1Z = Z5C0 p t y . 5 XS � 3,9 o46" 4 t,.3/AILr 4s'c. /i1i /s99K" -575 'L E'T WD'N& - Rv77 c c S`Pktis do / z, NVT or P, $/VV UNITS # / ft3 ft ft ft ft ft ft ft #/ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME JOB NO. BY GATE 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 des' • n Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing - g tt • 5"ag 5' 0 (g)14 4 la> ti 1-5- I l (II .4e16 l,c, `-vo o,c, / VeisAtz 4-LQ-ellorc, i<34;011 eictc. ( 4 4 coArr k JC abAk JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 9.17 Height of earth above "base" 50 Weight on top of wall 0.67 Wall thickness 0.83 Footing thickness 1.00 Length of toe 3.67 Length of heel a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �C z5co F 9=4c' lulu 76514' ,45 /4X, 465"ore pivz ' "toe 4 4 -c. /o'b ct Ala= 317' fz = 67s/ 4/0 41E 51,0/416 Fc TMJG SPA- feiz, NEr o Piss' V-- JOB NAME JOB NO. BY DATE SHEET NO. OF 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 CL • • (z� 4.4 TOP 17 --3(11 r• 4 &Io ' .c. .� /'Ic Al2_ .ti- zt-L&' f 0 ,c, _ 4 x 3L0"6 /O'D,C. , (CO 4- coto 3 , 8 ll C irs JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 11.17 a ft 62 w4 # 0.83 w ft 0.83 t ft 1.50 toe ft 4.67 heel ft # / ft3 H 12.00 ft Lf 7.00 ft fs 1,850 # /ft2 fs2 1,969 # / ft2 Lf /3 2.33 ft X 2.91 ft 2Lf /3 4.67 ft F 2,520 # Fk 228 # FS 3.476 Mot 10,080 # - ft Mr 35,033 # - ft Mu 13,821 # - ft W 8,584 # w1 6260 # w2 1391 # w3 872 # x1 4.67 ft x2 1.92 ft x3 3.50 ft x4 1.92 ft PS/ 4 i 0 1 l i /3.S3' d 4= 0,4/ /A/ L # 5 9 `o. c. (o) >�/ U '` / "fi - 49"cc, 775 FloJr an)fit ) ; ,77it6 bP4t' 9 tO" JOB NAME JOB NO. BY DATE SHEET NO. OF Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Len th of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if Xis not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete des' Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing (2) 4 70P III ‘ 4 0 11 0 re. �---� 7 �� .4 Le 9 be c, • 5(4 "@9 a (e) 4-Svr) Kappler Architects P.S. VERVOMna INCLUDES 3MON Job No. 99085 -10 Date 2/22/00 SPM Lateral Analysis for: Dujardin Plan #2060 Jurisdiction 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. 1133 927 0 WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SF SF SF OTHER SF, LONG I SHORT WALL r o J 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 #N/A OTHER (Roof + 1/2 Floor) 9908510_1997-9 Lateral analysis worksheetl.xls KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 Long Wail B 80 3 0.38 0 42 7 1450 8 8 0 0 12 15 10 8 14.0 9.0 0.0 0.0 "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 STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 32 0 6/6/00 PAGE 1 Do i 5 °.S WALL HEIGHT Ce Cq qs lw 0 0.00 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 - PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 227 13.22 119 0.00 0 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq. root of Ae))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r , = element story shear x 10 / lw element shear lw (LENGTH) Ps WIND PER SECTION 1618 VALUE USED Ce - Cq = qs = Na - ri story shear r mai = L 1167 1 8507 1 0.62 1.30 16.40 1 n= therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P it (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq It Method Factor qs = Wind Stagnation Pressure lw = Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) ( 1 350 I 3 1 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 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 14.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 #N /A 0.0 PSF 1450 38 1 11671 1 0.14 1 PLF SF # FT # FT # FT # FT KAPPLER ARCHITECTS BELLEVUE, WA 425-641 -5320 9908510_1997-9 Lateral analysis worksheetl.xls 6/6/00 PAGE 2 (P) Roof (Upper walls) 12 1133 SF 13596 ADDITIONAL LOAD 0 1133 SF 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 (P) Upper Floor (Main walls) 15 927 SF 13905 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER, WALLS 8 74 8 4738 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 30481 #N/A 15 0 SF 0 S / S F.X. WALLS 10 84 0 0 FIB EX. WALLS 10 64 0 0 INTER. WALLS 8 74 0 0 #NIA 0 #N/A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N/A 0 DESIGN CRITERIA FOR SEISMIC ANAUSYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: BUILDING LOADING DEAD LOADS STORY SHEAR Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED z= R= Ca = Rw= Rw= 0.3 5.5 0.38 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 9908510_1997-9 Lateral analysis worksheetl.xls 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL1SHORT WALLS WEIGHT TOTAL WEIGHT W= 30172 # 606531 load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 60653 11910 WORKING STRESS WOOD DESIGN 1.4 I 8507 It/ 6/6/00 PAGE 3 Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi / sum Vi Wihi Roof (Upper walls) 30172 18 543096 543096 0.6644 5652 Upper Floor (Main walls) 30481 OA rri r R 7425 0.3356 2855 #N/A 0 0 RFI I FV1IFP WA 817425 0.0000 0 TOTAL FLOOR F120 1360521 8507 DESIGN CRITERIA FOR SEISMIC ANAUSYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: BUILDING LOADING DEAD LOADS STORY SHEAR Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED z= R= Ca = Rw= Rw= 0.3 5.5 0.38 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 9908510_1997-9 Lateral analysis worksheetl.xls 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL1SHORT WALLS WEIGHT TOTAL WEIGHT W= 30172 # 606531 load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 60653 11910 WORKING STRESS WOOD DESIGN 1.4 I 8507 It/ 6/6/00 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) #N/A #N/A ROOF DIAPHRAM 161 105 0 0 S hear Wall, UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 2 -2X4 10.5 ` '10833 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 : ','- '-68940.60 16d MIMI 1.33 143.64 # /NAIL 7919.24 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 518" DIA. AB 790 1.33 MIN BOLT SPACING 9908510_1997-9 Lateral analysis worksheetl.xls # FT #FT #FT SS FT 696747.0573 SEISMIC FORCE (F) Roof (Upper walls) I 161 WIND GOVERNS WIND GOVERNS #N /A , 4015 #FT 731.501 1050.71 # /BOLT 2.78;FTO.C. # /BOLT 3.99 O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 (F) Upper Floor (Main walls) I 105 #N /A #N /A 8507 WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #NIA #N /A Not included in total 0 0 227 119 0 0 © 227 # FT 346 # FT CO #N /A # FT #FT # FT #FT #FT #FT #FT FT #FT 6/6/00 PAGE 4 V W h Wh F Roof (Upper walls) 8507 30172 14.00033333 422418.0573 5158 Upper Floor (Main walls) 8507 30481 9 274329 3350 #N /A 8507 0 0 0 0 #N /A 8507 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) #N/A #N/A ROOF DIAPHRAM 161 105 0 0 S hear Wall, UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 2 -2X4 10.5 ` '10833 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 : ','- '-68940.60 16d MIMI 1.33 143.64 # /NAIL 7919.24 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 518" DIA. AB 790 1.33 MIN BOLT SPACING 9908510_1997-9 Lateral analysis worksheetl.xls # FT #FT #FT SS FT 696747.0573 SEISMIC FORCE (F) Roof (Upper walls) I 161 WIND GOVERNS WIND GOVERNS #N /A , 4015 #FT 731.501 1050.71 # /BOLT 2.78;FTO.C. # /BOLT 3.99 O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 (F) Upper Floor (Main walls) I 105 #N /A #N /A 8507 WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #NIA #N /A Not included in total 0 0 227 119 0 0 © 227 # FT 346 # FT CO #N /A # FT #FT # FT #FT #FT #FT #FT FT #FT 6/6/00 PAGE 4 H a b c d 0 0 0 0` #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #NIA j #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 2271 #NIA Ht. 8 Mo= WaII(DL) 0 Roof (DL) u. 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= WaII(DL) a Roof (DL) U. 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht, 8 Mo= a Wall(DL) 2 Roof (DL) 2/301 Mrs REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 227 Ht. 8 Mo= WaII(DL) Root (DL) 2/301 Mr= REACTION T =C HOLDDOWN REQUIRED 7 4.5 4083.30 360 210 855.00 717.40 NA 4.5 4083.30 360 210 855.00 NA 717.40 2.5 2268.50 200 150 291,67 NA 790.73 2.5 2268.50 200 150 291.67 NA 790.73 113 I% RM61 TRIB.LENGTH 9908510_1997 -9 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b b I 12 1 20102.42 18 3.25 5444.40 260 1275 1662.92 1163.53 CSI6 -30 4.25 7119.61 340 0 481.67 960 0 3840.00 1355.20 CS16 -30 _ 0 0.00 0 0 0.00 1561.87 CS18 -30 #DIV /0! #DIV /0! 209 P1lc b 0 0.00 17 4 6495.08 320 1152 1962.67 10.5 17049.58 840 2784 12684.00 1133.10_ 415.77 CS16 -30 NA 0 0 0.00 #DIV10! #DIV %0! 4.5 7306.96 360 1248 2412.00 1087.77 CS1 6 30 203 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 c c c d d d SHEAR V WALL TYPE #N /A #NIA lag MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 15 INC O.C. MIN PLATE NAILING 8 INC O.C. MIN PLATE NAILING 8 INC O.C. 6/6/00 PAGE 5 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 2271 #NIA Ht. 8 Mo= WaII(DL) 0 Roof (DL) u. 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= WaII(DL) a Roof (DL) U. 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht, 8 Mo= a Wall(DL) 2 Roof (DL) 2/301 Mrs REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 227 Ht. 8 Mo= WaII(DL) Root (DL) 2/301 Mr= REACTION T =C HOLDDOWN REQUIRED 7 4.5 4083.30 360 210 855.00 717.40 NA 4.5 4083.30 360 210 855.00 NA 717.40 2.5 2268.50 200 150 291,67 NA 790.73 2.5 2268.50 200 150 291.67 NA 790.73 113 I% RM61 TRIB.LENGTH 9908510_1997 -9 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b b I 12 1 20102.42 18 3.25 5444.40 260 1275 1662.92 1163.53 CSI6 -30 4.25 7119.61 340 0 481.67 960 0 3840.00 1355.20 CS16 -30 _ 0 0.00 0 0 0.00 1561.87 CS18 -30 #DIV /0! #DIV /0! 209 P1lc b 0 0.00 17 4 6495.08 320 1152 1962.67 10.5 17049.58 840 2784 12684.00 1133.10_ 415.77 CS16 -30 NA 0 0 0.00 #DIV10! #DIV %0! 4.5 7306.96 360 1248 2412.00 1087.77 CS1 6 30 203 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 c c c d d d SHEAR V WALL TYPE #N /A #NIA lag MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 15 INC O.C. MIN PLATE NAILING 8 INC O.C. MIN PLATE NAILING 8 INC O.C. 6/6/00 PAGE 5 a b c d 12' 0 0 13.5 6832.19 0.00 0.00 7686.22 960 0 0 1080 336 0 0 372 5184.00 0.00 0.00 6534.00 137.35 #DIV /0! #DIV /0! 85.35 NA #DIV /0! #DIV /0! NA FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 227 Ht. 8 Mo= = WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 227 UPPER FLOOR Load 227 Ht. 8 Mo= WaII(DL) Roof (DL) w 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH UPPER FLOOR TRIB.LENGTH Load 2271 #N /A Ht. 8 Mo= WaII(DL) fk Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH Ht. 8 Mo= WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997 -9 Lateral analysis worksheet) .xls WALL SEGMENTS a b 3.5 4680.28 12 16048.67 14 280 1080 1586.67 883.89 CS16 -30 3.5 4680.28 280 1080 1586.67 883.89 CS 16-30 960 0 3840.00 1017.22 CS 16 -30 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 167 (ONE SIDE) a b a b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 d d d SHEAR V WALL TYPE 71 1341 Ipt l MIN PLATE NAILING 24 INC O.C. MIN PLATE NAILING 10 INC O.C. #N /A MIN PLATE NAILING #N /A INC O.C. 10 20 9306.67 1600 528 14186.67 - 244.00 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /0! w 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 19 8841.34 1520 504 12818.67 - 209.33 NA MIN PLATE NAILING 30 INC O.C. 6/6/00 PAGE 6 0 0 0 0 #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N/A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 227 Ht. 8 Mo= = WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 227 UPPER FLOOR Load 227 Ht. 8 Mo= WaII(DL) Roof (DL) w 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH UPPER FLOOR TRIB.LENGTH Load 2271 #N /A Ht. 8 Mo= WaII(DL) fk Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH Ht. 8 Mo= WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997 -9 Lateral analysis worksheet) .xls WALL SEGMENTS a b 3.5 4680.28 12 16048.67 14 280 1080 1586.67 883.89 CS16 -30 3.5 4680.28 280 1080 1586.67 883.89 CS 16-30 960 0 3840.00 1017.22 CS 16 -30 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 167 (ONE SIDE) a b a b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 d d d SHEAR V WALL TYPE 71 1341 Ipt l MIN PLATE NAILING 24 INC O.C. MIN PLATE NAILING 10 INC O.C. #N /A MIN PLATE NAILING #N /A INC O.C. 10 20 9306.67 1600 528 14186.67 - 244.00 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /0! w 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 19 8841.34 1520 504 12818.67 - 209.33 NA MIN PLATE NAILING 30 INC O.C. 6/6/00 PAGE 6 i a b c d 2 1.5 1.5 0 9436.97 7077.73 7077.73 0.00 320 240 240 0 0 0 0 0 213.33 120.00 120.00 0.00 4611.82 4638.48 4638.48 #DIV /0! STHD14 STHD14 STHD14 #DIV /0! RIGHT TO LEFT MAIN FLOOR Load Ht. dZ u MAIN FLOOR Load Ht. 0 a MAIN FLOOR Load Ht. O 2 MAIN FLOOR Load Ht. TRIB.LENGT 2271 13 8 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 346 8 Mo= WaII(DL) Floor,Roof(OL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 346 8 Mom WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 255 8 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997 -9 Lateral analysis worksheetl.xls a #N /A #N /A 0 #N /A 0 0 0.00 #N /A #NIA 0 #NIA 0 0.00 #NIA #N/A 0 0 0.00 #N /A #N /A 0 #NIA 0 0 0.00 #NIA #N /A a 3.25 8991.21 20.5 520 0 563,33 2593.19 4.25 11757.74 680 963.33 2539.86 STHD 14 RJ S THD 14 RJ 9.5 26282.00 1520 0 4813.33 2259.88 STHD 14 RJ 3.5 9682.84 560 0 653.33 2579.86 STHD 14 RJ 346p94M' a WALL SEGMENTS b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 c c c d d d SHEAR V WALL TYPE 590 590111WRIMOPRI LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 3 INC O.C. MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 5 INC O.C. 15.5 2.5 3.25 3.25 2.75 336 6729.66 400 1902 1918.33 ` 1924.53 STHD 14 RJ 8748.55 520 2640 3423.33 8748.55 520 2640 3423.33 1638.53 STHD 14 RJ 1638.53 STHD 14 RJ 7402.62 440 1248 1547.33 2129.20 STH ---- 14 RJ MIN PLATE NAILING 5 INC O.C. 6/6/00 PAGE 7 a b c d 11 4.5 4.5 2.5 10820.19 4426.44 4426.44 2459.13 880 360 360 200 960 312 312 588 6746.67 1008.00 1008.00 656.67 370.32 759.65 759.65 720.99 NA _STHD14RJ STHD14RJ STHD14RJ FRONT TO BACK MAIN FLOOR TRIB.LENG Load 346 Ht. 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED F (9 ce MAIN FLOOR Load Ht. o: W z w U MAIN FLOOR Load Ht. i MAIN FLOOR Load Ht. 346 8 TRIB.LENGTH 346 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 1 4 19 30036.57 3040 0 19253.33 567.54 5.5 8694.80 880 0 1613.33 1287.54 STHD 14 RJ 0.00 0 0 0.00 #DIV /0! #01V /0! 0.00 0 0 0.00 #DIV /0! #DIV /01 198 TRIB.LENGTH 346 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997-9 Lateral analysis worksheetl.xls a a #N /A #N/A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #NIA #N/A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N/A #N /A a WALL SEGMENTS SHEAR V WALL b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 d d d TYPE MIN PLATE NAILING 14 INC O.C. MIN PLATE NAILING 9 INC O.C. MIN PLATE NAILING #N /A INC O.C. 0 0.00 10 23 15519.54 3680 1128 36861.33 - 927.90 NA 15 10121.44 2400 408 14040.00 - 261.24 0 0 0.00 #DIV /0! #DIVIO! 3 2024.29 480 624 1104.00 306.76 NA MIN PLATE NAILING 20 INC O.C. 6/6/00 PAGE 8 Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET 2 bw- LS5m Lot Address Tax ID # Plan # Main Upr Bsmt Total Gar Cvr'd Base Plan# 1 13602 42 'Avc South 261200 -0010 1843b 835 866 162 1863 637 117 B2000 -072 13608 42 'Avc South 261200 -0020 1843a 835 8 162 1849 637 192 B2000 -073 4202 South 137 St 261200 -0030 2119 964 1155 0 2119 422 109 B2000 -058 4206 South t 37 St 261200 -0040 2246 995 1251 950" "r 2246 503 139 B2000 -059 4210 South 137 St 261200 -0050 2108c 931 906" "r 2108 B2000 -060 • 4214 South 137 St 261200 -0060 2246 995 ® 950" "r 2246 503 139 B2000 -059 4218 South 137 St 261200 -0070 2246 995 ® ' t 2246 B2000-059 8 4222 South 13T St 261200 -0080 2108c 931 1177 906unr 2108 487 38 B2000 -060 9 4226 South 13 St 261200 -0090 2108 931 1177 906unr 90+ 2108 487 38 B2000 -060 10 4230 South 137' 261200 -0100 2246 995 1251 950unr 95t 2246 503 139 82000 -059 11 261200-0110 21t : 1 177 906u "r : 38 B2000-060 12 4238 South 137' St tt -0120 1568a 715 853 t 1568 450 150 B2000-061 13 4242 South 137 Place 261200-0130 2108 931 1177 906uur t: 487 38 B2000-060 14 4246 South 137 Place 261200-0140 2108 931 1177 906unr 2108 487 38 B2000-060 15 261200-0150 2108spel 931 1177 906u "r 2108 487 38 B2000-060 16 4254 South 137 Place 261200-0160 2108spc1 17 4258 South 137 P al 261200-0170 995 125 I 950.0r 2246 503 1 l8 4262 South 137 Place 261200-0180 20+ 1 927 1133 0 2060 . 19 4266 South 13 Place 261200-0190 964 1155 0 1 119 422 109 B2000-05 20 4270 South f 3T Place 261200-0200 2060 927 1133 t 2060 523 B2000-063 21 13714 43 Place South 261200-0210 •. 1 19 B2000-058 1 3710 43`' Place South 261200-0220 t• 2060 B2000-063 ® H 13706 43"' Place South t • • 450 150 B2000-061 1370143 P al ceSouth 261200-0240 1568b 722 849 0 1571 450 43 B2000-062 13705 43 Place South 261200-0250 I843a 835 854 162 1849 637 192 B2(1100-073 26 13709 43` P cc South 261200-0260 1843b 835 866 637 117 B2000-072 27 13715 43" Place South 261200-0270 1843a 835 854 162 1849 637 192 B2000-073 28 13719 43" Place South 2b 1200 -02$0 1843b 835 866 637 117 B2000 -072 4P Place South 261200 -0290 835 866 : • B2000 -072 H 13723 31 13727 43r Place South 2b1200 -0300 1843a 835 854 162 1849 637 192 B2000 -073 13710 42 " Ave South 2060 927 1133 0 2060 523 124 B2000 -063 13714 42"` Ave South 261200 -0320 2119 964 1155 0 2119 422 109 B2000-058 13718 42 " Ave South 2060 927 1133 0 2060 B2000 -063 13722 42 " Ave South 261200 -0340 2119 964 1155 0 2119 422 109 B2000 -058 4275 South 137 Street 261200 -0350 1843a 835 854 162 1849 637 192 B2000 -073 • 4279 South 137 Street 261200 -0360 1843b 835 866 : • B2000 -072 4283 South 137`" Street 1843a 835 854 162 1849 637 192 B2000 -073 38 4287 South 137 Street 261200 -0380 835 866 162 1 : • B2000 -072 38 40 4291 South 137t Street 261200 -0390 1843a 835 854 162 1849 637 192 B2000 -073 4295 South 137 Street 261200 -0400 1843b 835 866 162 1863 637 117 B2000 -072 Owner: Dujardin Development Phone #425- 334 -5018 Fax #425- 334 -5041 Agent: Kappler Architect, P.S. Phone #425- 641 -5320 Fax #425 -641 -5318 FOSTERVIEW ESTATES TUKWILA, WASHINGTON K: \Kaa \98\ 98013 \98013g \Dujardin \Fosterview - Addresses - Tax1D - SqFt - Base #.doc Doc -ass /110 October 3, 2002 John Kappler 14311 SE 16th Street Bellevue, WA 98007 RE: Permit Application No. D01 -155 4270 South 137th Place Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to November 18, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D01 -155 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Steven M. Mullet, Mayor Dear Gary, January 22, 2003 Sincerel Dujardin Development Company Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Fosterview Estates, Lot 20, Plan #2060 KAPS Job #00139 Glenn S teiner, Architect Kappler Architects, P.S. RECEIVED JAN 2.4 :2003 Per our plume conversation today, it is my understanding that one of the skewed hangers was not installed per the foundation/main floor framing plan (sheet A2 in our drawing package). Instead, a pressure - treated post was installed directly under the joist, down to the concrete footing below. The post was then attached to the footing with an A35 clip, to provide a positive connection at the base, and with a 2x4 nailed to each side of the joist above — similar to our detail #16 on sheet D1 of our drawing package. This is an acceptable alternative to installing a skewed hanger at this location. Therefore, no further bracing or hanger is required. Please provide this letter as substantiation to the jurisdiction that our office has reviewed this condition. Should you have any questions or comments, please do not hesitate to call. Iss 1_}311 SE itirli Street . Telievtie, WA oSoo7 I.Soo.J8S.4 17 . (425)641.532o .fax: (425)( 41.5318 C0103_22 Fosterview, Lot 20, Plan #2060 - Skewed Hangetottir etnit ttlt }ohtiihioutleftth[tWi #.QWU).doc ..v.. iw.wl Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 20 Tukwila, Washington Dear Mr. Bumstead: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Reference: Plan Review, Fosterview Estates, Lot 20, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated June 16, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 20 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Foundation subgrades • Final surface stabilization Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 20 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. At the time of our final site visit, the backyard had been hydroseeded and the side yard had been hand- seeded, but the growth of vegetation was not fully established. The landscaping had been installed along the front and side yards, the backyard was covered with straw mulch, and the hand- seeded side yard area was covered with landscape bark. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra January 21, 2003 Project No. T- 1515 -2 Mr. Gary Bumstead January 21, 2003 This work was performed, and this Company. We trust the information presented is additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. cc: letter was prepared, specifically for the use of Dujardin Development sufficient for your current needs. If you have any questions or require Examination Report (1) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 PROJECT NAME: CONTRACTOR: Q vjaeol , n DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATLS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 93034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 10f /o Z PROJECT NO I SAS Z PROJECT LOCATION - r7.14.),14% REPRESENTATIVE' .cco ft (Y4ort-Ire) NOTES: 400 ,z i t 6 C0/7 t - . lQc- r ,1-r „ �' Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs. we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE liti e Kid/f TERRA ASSOCIATES REPRESENTATIVE COPYTO: ' on9ir / p/ '''. .....a FOOTING EXCAVATION FIELD CONDITIONS NOTED {. f or I / 20 . 1 !r C 1 I 10 ma -it ve c4 t 4e , Si lt 54.-) - ' r . lei 74 S I aol Z harl 3 ii it I . 411 auras 1.41 -4 f -. a.•� noel- a,..... PROJECT NAME: CONTRACTOR: Q vjaeol , n DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATLS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 93034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 10f /o Z PROJECT NO I SAS Z PROJECT LOCATION - r7.14.),14% REPRESENTATIVE' .cco ft (Y4ort-Ire) NOTES: 400 ,z i t 6 C0/7 t - . lQc- r ,1-r „ �' Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs. we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE liti e Kid/f TERRA ASSOCIATES REPRESENTATIVE COPYTO: ' on9ir / p/ '''. ACTIVITY NUMBER D01 -155 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 20 SITE ADDRESS: 4270 SO 137 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Elul mg Division E. AttG (0 -21-oI Public Works cv�15 Aw v '• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Ti REVIEWER'S INITIALS: 5,.9 PLAN REVIEW /ROUTING SLIP S I'z-- Fire Prevention '1/& 5 Structural Structural Review Required n Planning Division tk 514 - 0( Permit Coordinator DUE DATE: 05-24-01 Incomplete Fl Not Applicable ri Comments: No further Review Required DATE: DUE DATE 06 -21 -01 Not Approved (attach comments) DATE: DUE DATE Approved with Conditions Ti Not Approved (attach comments) n- 40 n I I DATE: ACTIVITY NUMBER D01 -155 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 20 SITE ADDRESS: 4270 SO 137 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: WNU01.111 DOC sem Fire Prevention Structural Incomplete Ti Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved it Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: n c n DATE: Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable n Comments: No further Review Required DATE: �I DUE DATE 06 -21 -01 Not Approved (attach comments) n n n DUE DATE Not Approved (attach comments) DATE: rew 00 v)w w u. D Z 1- O 6 ' W 2o w O w z � O PERMIT NO.: 155 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00(1(1 Pre-construction ❑ 000113 Investigation ❑ 011004 OK to Occupy ❑ 00005 Remove Slop Work Order ❑ 1)0006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 001170 NLEA Inspection /Modular Struct ❑ 00071 Mobile I Ionic fie Down Insp ❑ 0(11)7' Marriage Lines 00090 Rested 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 011250 Foundation Insulation 00300 Concrete SIah,Slah Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00451) Plywood Wall Sheathing 00501) Roof Sheathing Nailing 01)525 Plywood Deck Nailing 00551) Exterior Wall Sheathing 006011 Masonry Chimney 00610 Chimney Installation /AII Types 11071111 Framing 00750 Root /Ceiling Insulation 0118011 Floor Insulation 181801 Wall Insulation 1111811' Exterior Roof Insulation OOK03 Glazing Inspection 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01001) Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- rerouf ❑ 01400 Final -Fire 01700 Final - Building ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -plum /Resist Cone Frame ❑ 04003 Special -Rcinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- Iligh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf (iypsnm Concrete ❑ 040(18 Special - Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - filing, Piers. Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading. lixcaviFill ❑ 04013 Special- Retaining Wall ❑ 041114 Special - Panels ❑ 04015 Special -Smoke Control System ;;//ma�cc,, I TENANT NAME: ______ .r Vt€UI) CONDITIONS • • • 00(11 No changes to plans unless approved by Bide Di% 11111(1 Special inspection required. notify I31dg Div ❑ 0111 I Special inspector shall submit final signed repon ❑ 0012 New ceiling grid & Iieht fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 1)(114 Readily accessible access to roof'rnounted equipment ❑ 0015 Engineered truss drawings & calcs shall he on site 0 (1016 Exposed insulation hacking material 0 0017 111118 Suhgradc preparation including drainage. excavation Statement From rooting contractor verifying tire retardant class of roof 11019 All construction to he done in conformance wiapproved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ (11)2(1 Structural observation shall he provided for this project ❑ 01)2I All find preparation establishments must have King Co ❑ 111132 Fire retardant treated wood shall have Ilame spread of ►. (1023 Notify Building Division prior to placing any concrete 11 All spray applied fireproofing shall he special inspected 0113 5 All wood to remain in placed concrete shall he treated IIO26 All structural masonry shall he special inspected 111127 Validity of Permit 1)1)28 Rack storage requires separate permit 011113 Flectrical permits obtained through L &: I 111)31) No occupancy of building until final insp by 131dg Div 111133 Remove all weeds. concrete. stone foundations. flat Concrete ❑ 0036 Manufacturers installation instructions required on site ❑ " 13'1'1 maximum allowed per 1997 WA State Energy Code" ❑ 111135 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C ol'0 will he required for this permit 11039 Final approval for all 't'1 w /in the limits of the SC Mall 1)1)1)4 All mechanical work shall he under separate permit (11)411 All construction noise to be in compliance with 8.2 IM (1(141 Ventilation is required for all new rooms & spaces 001)5 All permits, insp records & approved plans available 111106 •\11 structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Cu" ❑ "Anchoring — All new construct and substantial improvement shall he anchored to prevent flotation" ❑ 01107 All stnuctural welding shall he done by WAI30 certified inspector ❑ 0008 inspector high- strength bolting shall he special inspected ❑ 011119 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of FDIC 16.(14 ❑ 111134 Removal of septic tanks require approval and compliance with King Co I leabh Dept. ❑ °( )Main required inspections from appropriate water . sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. winch generate.. .. ❑ "Water heater shall he anchored...." ❑ "Remo)" Plan Reviewer: Permit Tech: Lo1-2o I)ate: 01 Date: 5 -3 0 O 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -155 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 20 SITE ADDRESS: 4270 SO 137 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # __ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works C n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ell Comments: TUES /THURS ROUTING: Please Route LI Structural Review Required REVIEWER'S INITIALS: S Incomplete LI i't/ APPROVALS OR CORRECTIONS: (ten days) Planning Division n n Approved n Approved with Conditions n REVIEWER'S INITIALS: Permit Coordinator n C DUE DATE: 05-24-01 Not Applicable No further Review Required );:f 0 DATE: DUE DATE 06 -21-01 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER D01 -155 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 20 SITE ADDRESS: 4270 SO 137 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision if AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete [I] Comments: C C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUESITHURS ROUTING: Please Route LI Structural Review Required REVIEWER'S INITIALS: t'U-t &—) APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP Fire Prevention ri Planning Division Structural Incomplete El rl Permit Coordinator DUE DATE: 05-24-01 Not Applicable LI No further Review Required DATE: �jfZ Ti DUE DATE 06 -21 -01 Not Approved (attach comments) ri CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -155 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 20 SITE ADDRESS: 4270 SO 137 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete TI Comments: REVIEWER'S INITIALS: Approved n Y9R111111 DOC SY1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: S CORRECTION DETERMINATION: Approved n Approved with Conditions C I I n Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable Fi C No further Review Required REVIEWER'S INITIALS: DATE: DATE: 01 DUE DATE 06-21 -01 n Not Approved (attach omments) DATE: 8 3 oJ®, .moo DUE DATE Not Approved (attach comments) vo. 4 r te.. ,ate, r.«., I D T 9 f t" , \ DOCUMENT TITLE(S) (or transactions contained therein) ry� tot La SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / '� N/A LO • Additional reference #s on page of documents) 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) CHICACt3 Mu. if +SSE CflMMi't has placed the documer+t of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accepts no liability tot h� d0! r *ay et ❑ Additional names of page of document LEGAL DESCRIPTION (abbreviated 1 e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 46230490V3x1 048>78c CX3 ifl.14315 ( See Attached ❑ Assessor Tax # not etY assigned telt rn I re) c N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y \WPTUJARDDAEOSTER2NDAMEN D MO.DOC if + it II I if ++ � ; ill I , i it { 1, p �1 �� I i f f ° li j I I I Ili' II II I I I I 1 1, bill f j� 2 ��314��1 Iaj ► t I l n I U � II I I CHICGO TITLE 1964 PAGE 0ei OF 009 14 0® K ING 4 GOUNTY3 4 yg 2 WASH NGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) 1 RECITALS AND DECLARATION the accuracy or vaQdity of 2 D 0 the daeuftlar A Declarant is the developer of the real property and improvements thereon legally o t described in Exhibit A (the "Property "), commonly known as the Plat of Fosterview Estates The tu w °' Property is comprised of all the real property shown on maps recorded with the King County P • under Recording No 20000505000735, Volume 194, Pages 062 -065 z tli N B Declarant previously recorded that certain Declaration of Protective Covenants, F X '�', Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The cz Declaration was previously amended by a First Amendment to the Declaration (the "First Ctl Amendment ") recorded under King County Recording No 20000505000737 SECOND AMENDMENT TO DECLARATION OF Z PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS C FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT U 0 c a w 0 This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 1 3 day of WAs,t1 , 2002 by Dujardin d Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COWAN( i has plated the document of record as a customer courtesy �z and accepts no Pebbly for iii w C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following YM ER214DAMENDSMODOC 2 c After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5.1. Association Responsibilities 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 1 4 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining will and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and ;; 5 1 6. The maintenance, repair and replacement of the retaining wall and its o associated drainage improvements located along north boundary of Lots 13 and 14 and the a Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 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 m -4 the best interest of the Owners 2. Maintenance Res s onsibilities - Retainin • Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows Y 1WPDUJARDIN1rOSlF.R2NDAMEN D MG DOC 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 3 Cr) tan CC) 0 CNA C) N DECLARANT: J '.a�aal 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 (Pnnte4 Name) Its At ?S. Ql f° — CI!CAGO 1111.0 VSURAN E COMPANY has placed the document of record ,'s a customer courtesy and accepts no liability for the accuracy or vabd►ty 01 the document. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me QAUvo %kkeblee, to me known to be the ?9,.G5%0S rcT' of Dulardtn Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument yy, GIVEN under my hand and official seal this /3 day of ! l� ileCL4 , 2002 Y %WPtDUTARDWIFOSMUNDAMLY AJIG DOC 4 ture) ,kt n. oil t�`t! -i )4 oc WAS �� � c , '�" (Print Name) Notary Public in and for the State of Washington, residing at kit ti My commission expires 3 -15 -0 3 Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y ‘WADUWARDLNAFOS ER2NDAMEN D SMO DOC EXEEIBTT A LEGAL DESCRIPTION 5 CHICACO ME INSURANCE COMPANY has Ar=ced tte document of record ,is a customer courtesy and accepts no habity for the accuracy or vaddriy of the document, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS Plat of Fosterview Estates Lots 1 through 40 261200 - 0010 - 4 261200 - 0210 - 02 261200 - 0020 - 02 261200 - 0220 - 00 261200 - 0030 - 00 261200 - 0230 - 08 261200 - 0040 - 080 261200 - 0240 - 06 261200 - 0050 - 05 261200 - 0250 - 03 261200 - 0060 03 261200 - 0260 - 01 261200 - 0070 - 01 261200 - 0270 - 09 � ' 261200 - 0080 - 09 261200 - 0280 - 07 a 261200 - 0090 - 07 261200 - 0290 - 05 cz 261200 - 0100 - 05 261200 - 0300 - 03 261200 - 0110 - 03 261200 - 0310 - 01 c 261200- 0120 - 01 261200- 0320- 04 c-4 261200 - 0130 - 09 261200 - 0330 - 07 261200 - 0140 - 07 261200 - 0340 - 05 `.' 261200 - 0150 - 04 261200 - 0350 - 02 261200 - 0160 - 02 261200 - 0360 - 00 261200 - 0170 - 00 261200 - 0370 - 08 261200 - 0180 - 080 261200 - 0380 - 06 261200- 0190 - 06 261200- 0390- 04 261200 - 0200 - 04 261200 - 0400 - 02 CHICAGO TITLE INSURANCE COMPANY has pl -cr d the document of record nC a customer courtesy and dcrepts no liability for tho accuracy or validity of the dtWUmfafit, Z 4 CL 2 U U§ 'n § ij U) ii. w uLD II Z � o LU w no h ww Lt U. 0 ui Z u , 4 0 Z CITY OF 'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability • PROJECT #: Fo rfeu) e V feu) ERequired only if outside City of Tukwila water utility district) Site Address (Attach map and Legal Description showing O ,Vifitari it ft rmatibn: Name: DLL Address: /� / - [� j / �I and size of maip): L iA 7 l.�ti i �� v / ! a- �- Lei t X-V f t y . OvfelopyrulAdl Phone: 4 -. 3 li This certificate is for the purposes of: B Residential Building Permit Area is served by (Water utility district): Owner /Agent Signature: I hereby certify that the above information is true and correct. k C- g -ic_ 'N f 2. A enc /Phone - z - Use separate sheet if more room is needed WTRAVAIL.DOC 6/5/96 A4tilitlCttnfict:ifirtiori t r. Name: Ka.p pier is rejl_N t Address: Phone: L— — Coq — 6390 `9Q Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5 f $ X 3)4 tr 0 NA— �1 Vehicular distance from nearest hydrant to the closest point of structure ft. PART B: (To be completed by water utility district) The proposed project is located within 7"c.e 4. cc,/ ff kt (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: l ci tAx• O i e*r i c; Igo . las Date: H-ha (Use separate sheet it 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 00 6 gpm at 20 psi residual for a duration of 2 hours at a velocity of / Z fps as documented by the attached calculations. S — -QC) Date PART C : . (TO be completed by governing)urisdiction 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) A enc /Phone B Date ,22 r Balance Due: $ � Li' L 1 /. )s Need Current Contractor Registration Card: "� es ❑ No Need to Enter Contractor Information in Sierra: es ❑ No DU3hI:PIC2,C'4U) FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 20 ADDRESS: 4270 SOUTH 137TH PLACE TAX PARCEL I.D. #: 261200.0200 . r✓ 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 -4428 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 SHEET INDEX PLAT ARCHITECTURAL PLANS Sat 4 of 4 PLO P13 P1.5 P1.6 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR LAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P2.4 ARCHITECTURAL SITE PLANS . LOTS 12, 19 & 20 P63 SITE SPECIFIC SECTIONS - LOTS 18 - 20, 31 - 34 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 20 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C•12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS • BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS FROM BASE PLAN # B2000 -063) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS S1. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Dl-15 5 SEPARATE PERMIT ° JIRED FOR: ( 11, :CHANICAL FCTRICAL " MBING L_ ,-AS PIPING CITY OF TUKWILA BUILDING DIVISION FI LE COPY I understand that the Flan Check approvals are subject to errors arc omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Rc7. :ept of con- tractors copy of approved plans�sknow1edged. �0 � � Permit iVo. AccEss LAW) A LTE2 w6 S77Qi"t DRAINAGE REVISIONS EE f.��� TO +vr t`Y 1 , Tr�v�T Pr M 701": 1 - OF TUKwIt_A D,tl VAY 71. n; r.l�r • h^ve been revievp- I;v ' :ment for conform ; Acceptant... , • ; which not aut c „. - ndards or ordinances, Th. rr ,quacy of the design rests t, t'..- ,:z:rnor. Additions, deletions or rows drav:ings after this date will void ntnnce and will require a resubm;: ,I of rove; ;l drawi,;_js for subsequent approve'. Fin?r ;r'c: otance is subject to fi td inspection by t!; .•,c!' \s utilities in .ector. o , ray. aJ . AO/ /ft1f.. age • N z W a o W W u A z c� Z U 41 4 0_, A 0 I) 1J 0 0 a� 0) 0 0 (0 Q) 0 N 0) CO TITLE 3 NO.: 00139 SHEET COVER SHEET 0 • - UNE DIRECTION DISTANCE at N8959'541V 40.25' E12 N0039 4'E 10.13' -T 58.26 - EL3 - NCy sa T 4 W � CA R 73 7 -- 102.70 E15 N73 41 1 2.62 116 N19'36'34 - Y 4 6 EL7 N87 t 51.21' ELS NO9'07'32E 72. 4 as N5 720'04"E 2723' EI10 N8373'46E 29.05' EL' I N1 325 22.55 EL !2 N8936'14'W 46.42 Ei13 NI 4'09 - 35.05' a 14 N88' 47.06' - 415 N88'' 6'09"W 5.12 EL16 N1653'05E 32.00' a1 7 N2120'45 "t 25.84' EL18 N82 23 W 1 E 119 N 72'41 '47 20.9 2 EL20 N52'02 32.09' E121 N52D2 47 28 92 EL22 N8920 56 26.97' EL23 N8920'56'W 24.39' E1.14 N892056'W 16.55 EL25 N80'41'36E 52.67' E1.26 N0000'00'E 9.61 EL27 N8920'56'W 33.40' EL28 57539'14E 45.91 EL29 N6672'39 E 22.42 _ _ E130 N19'38'54'1 38.71 ' EL31 N3255'12'W 33.44' 832 N8522'57"W 49.06 EL33 N5157 55 5 18.82' a34 NO8'45'04 E' 22.04' C.135 N41 '06'35'W 22 68' EL36 NO232'46'W 27.13' EL37 N6453'41'W 60.03' EL38 NO232'46'W 19.88' EL39 N38133'34E 23.66' EL40 N6453'41 "W 41.66' EL41 N3805'341 16.16' EL42 N7479'41 "E 26.99' EL43 NO336'32'W 31.75' EL44 N34'59'32 "E 25.95' EL45 N0819'49 E 15.18' . N2635 42 1493 a NO24434 17.08 E14e N35'052' 21.05 a49 N22'42'40 'E 16.28 EL50 N87'48'28 W 20.74 fL51 N87'48 28'W 10 3 EL52 N 8r48 T 28 w 2.57' as., N01 43 -I 50.00' EL54 - Tv.*-53737nW34' - EL55 S53 . 1 . • AREA LOTI PHASE LOT 21 5 LOT 22 B i LOT 23 LOT 24 6 LOT 25 C LOT 2E LOT 27 2 LOT 28 B 7 LOT 29 0 LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 3 LOT 35 A LOT 36 9 LOT 37 C LOT 38 4 LOT 39 C 10 LOT 4C D AREA LOT # PHASE LOT1 I LOT 2 A LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 2 LOT8 B LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 3 LOT 15 A LOT 16 LOT 17 LOT 18 4 LOT 19 C LOT 20 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST 9E ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPM' NT PLAN AREA /PHASE Near 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS' ARE TO BE INCLUFcV AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME r ERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDA ;IONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTI\'GS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DR/ VEWA Y CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLA TTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5. 1 ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED �,ONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF TrIE LOTS WILL HAVE THEIP SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THA T CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDA PONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. 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 PHA ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CEP T►FICAPON ON A ,_OT BY LOT BASIS THAT TIH: WOK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDA 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS AP °ROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFr7CERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, 1 TS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415-1-01I THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILI TIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCE$ 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 DESIGNA TED AS "UTILITY EASEMENTS AND /OR ACCESS AND U T1LIT'r EASEMENTS ". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WI THOU T PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THA T NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEA TTLE 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 TERMINA OPEN SPACE EASEMENT LINE TABLE OPEN SPACE EASEMENT CURVE TABLE cups RADIUS l C1 53.11' EC2 4700' EC3 33.27' EC4 20.00 LENGTH I 57.93' 1 7.2r 36.25' 49.81' DE1 to 6279'43" 20'59'52' 6275'18' 142'41'51 2''41 5 -7 FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R.L. McDUFFY & ASSOCIATES, INC. LAND USE CONSUL TAN TS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 COLBY AVENUE EWE7Pf_TT, WA90C7tW 9882171 (425) 258 -4438 rAX (425) 258 -1616 DATE 2/7/00 DWG BY KMG Joe NO. 96089 SH T 4 OF MAY 2 2 4 • LOT 1 LOT 2 1 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 H- LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 A A PHASE A PHASE B 1843B 1843A 2119 2246 2108 2246 2246 2108 2060 2119 2108 2246 2108 1568A 2246 - - 1 2108 2108 MOD'F.D (1) 2108 MOD'FD (2) 2246 PHASE KEY MOD'F.D LOT # PHASE PLAN PORCH AREA PHASE D \s/ ` 's," \ h./ N./ \I N/ \/, \E' ‘,/ 1 4 2 3 PHASE C LOT # PHASE LOT 21 h-- LOT 22 B LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 D LOT 30 LOT 31 LOT 32 LOT 33 A LOT 34 LOT 35 LOT 36 LOT 37 , LOT 38 LOT 39 LOT 40 D 1 L PL 0568A 1568B 1843A 1843B 2060 2108 2246 2119 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B 1_ 1843A 1 18438 1843A - USES N 'IN'lric,L:AT 2 5 5 (+2) 5 6 5 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 7 8 2060 HOME PLAN MATRIX 8/ SCHEDULE& (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) 10 6 CONDITION \ , I. CONSTRUCTION OF IND UAL HOMES, INC DIN MOD'F.D FOOTINGS, FOUNDATIO ETC MUSE EFO PLAN PORCH AREA IN ACCORDANCE W THE APPROVED HO DEVELOPMENT PLAN. • THE HOUSE DEVELOPM • T PLAN 1PR_U AREAS. EACH AREA IS TO DEVELOYE CORRESPONDING CONS RUCTICP 3. THE CONSTRUCTION AREAS SH L BE D PER THE GEOTECHNICAL REC MMEND OF TERRA ASSOCIATES OR ANOTHE GEOTEC ENGINEERING FIRM AS APPROVED BY Ill CITY OF 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASE& E TO BE E SINGL BASIS, G 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMM DATIO AREA TO ALLOW FOR THE INSTALLA • N OF H FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MMGA • N MEASITE$ FOR SOIL STABILITY AND EROSION CONTRO BEFORE ND \ DURING HOME CONSTURCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW E IMPLE4EN. TATION OF ADJACENT HOME DEVELOPMENT CORTI s WAS ' 1 D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B LOT BASIS E FOR LOTS 21 THROUGH 34, THE UNSUITABLE L MATE SHALL BE OVER EXCAVATED DURING CON RUCTION F I FOUNDATIONS, FOOTINGS, AND FLOOR SLABS DMONAL Y, THERE WILL 1E LIMBED EXCAVATION AND REMOVAL OF UNSUff SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 1J PER PORT! N' (SOUTH END) OF EACH LOT WILL BE FLA ;1 ED DURING LOT DEVELOPMENT OT ACHIEVE AN INCUNATIONO • lit ANOTlER ' ACCEPTABLE OPTION IS TO PROVIDE A CANTIL ' '. I CONCRETEIOR MECHANICALLY STABILIZED RETAINING WALL THE • " PORTIOF (NORTH END) OF THE LOTS WILL HAVE THEIR S • PE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. I i l i ti. 6. THE APPLICANT IS TO INCLUDE, AS PART OF EIR SINIE FAMILY RESIDENCE PERMIT, THESE GEO CHNIC L RECOMMENDATIONS AS WELL AS A LETTER FROM THE EOTECHNI AL , P" ---- ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS GRO D IN Al THAT THE HOME, FOOTING AND FOUNDA ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO MENDATIINS. 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OISE VE THE IMPLEMENTATION OF THE HOUSE DEVELOPMEr PLAN. FI1LD REPORTS ARE TO BE SUBMITTED TO THE CITY OF TULWILA D A. TEMPORARY EXCAVATION OF CONSTRUCTIO1 AREAS 441) MITIGATION MEASURES. 1 H. VERIFICATION OF FOOTING, FOUNDATION, R NINO WALL AND FLOOR SLAB INSTALLATION METHODS A7D DRI AY 1"--, PIACEMENTS ACCORDING TO GEOTECHNICAL LMENDA11GNI C. VERIFICATION OF BACK FILL AND PREPARATION FO CONST1 ON 'to-- - IN ADJACENT HOME DEVELOPMENT CONSTR1JCrION WAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS, 1 ?I THE GEVECHNICAL ENGINEER IS TO PROVIDE C RTIFICA N , ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLIS ED; i IN ACCORDANCE WTTH THEIR GEOTECHNICAL RECOMMENDATIr& TRACT "A" PROFFR7Y CAC - np ("MCI NOV 001--155 OME DEVELOPMENT PLAN • : 1 2 • 1•• 7 P2 • is _P2,9 f ,■4 ,.4 ,■4 / / / / / / / / / C DED F ILY / / / / / / / / / / / / / I / / / / / / / / / / / / / / / / / • / / / / / / / / / / /7/ / / / / / / / r / / / / N./ N./ ./".>:,\' I , > \,(.1 \,/ \I \f %,,4 \I \,/ N1 \/ \/ \,/ \/ \/ )., ■./ N/ N./ \/ . ' ' ' N ' ' ' N ' N " ' \,/ ‘,/ \,/ \,/ '1, \,./ \,/ ■,/ N N NV \,./ N,/ \,/ / \VS,/ v v v Ne v v v v Ne v ' S,/\,/ \ ‘,/ \/\>/ ,,,/ S %,/ \,/\,",/ \/\/ ■,./ \IN,/ .\./ N,./ Nye \IN,/ N./ \I N./ ,./ \IN,/ r w_' - I_/_ . / N./ Nvf \IN/N./ NI \/ ',/ N./ \/ \/ N./ N4/ N./ N./Nk/NveNv"Nv NI ,./ ,./ ‘,./ • ,,, Noe Nor \./ \• ' NV \/ \l \/ \/ \/ \./N,/ ..mt• -4.1 \./ \l' 1 . 1, ,./ Nye N,/ \/ ‘,./ X ,/ Vs./ ,,, N./ N4/ \, \_, \./\,/ N../ \,, 1,/ \IN,/ \/ './ %,./ ■,„e \./ \,/ \/\,/ N,./ N./ \/ N ' \./ \/ \/ \./ •• 1/ TRACT "B" st, F311 P2 8 KEY PLAN 40 E = 40' • Ilk is 80 so 160 a ad 1 - 88 0 CO g Q) 0) 0 z 0 TITLE NO 9801321 SHEET P1.0 11,11; LOT l LLOT 2 LOT 3 H -- LOT 4 LOT 5 LOT 6 L LOT LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 2246 2246 2108 B - 2108 A C 1843B 1843A 2119 2246 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) MOD'F.D (2) 2246 2060 2119 --+ 2060 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT # PHASE PLAN PORCH AREA 2108 X X X 1 2 3 1568A 15688 1843A 1-- 1843B 2060 2108 2246 L2119 LOT # ,PHASE PLAN PORCH AREA LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 , LOT 26 , LOT 27 , S LOT 28 LOT 29 LOT 30 r LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 D 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 r 2060 2119 1843B 1843A 1843B 6 7 8 9 1843A 1843B 1843A 5 LOT 40 D HOME PLAN MATRIX & SCHEDULE (SEE SHEET C•I FOR STREET ADDRESS OF EACH LOTS) 10 \\ 4 TRACT "A" OME DEVELOPMENT PLAN DETAIL PHASE C --- r- ---'- P14OMRTY LAC - r►P (TRACT 8DY) Doi4 55 R /1C -------- - --- -- 160 h H a E-♦ w t,'", WO H 4t4 x U OD co CO ,9 CD � co cn N - + y D CO Z cs •� L O 5 o a? co • Q a ' J SHEET P1.3 4 p WM - -' . . , 7 I • '.. _ .4.: . 2. . . 4..... _ ...L;.. . ____ 0542.00 IK PER MIT7ff 06.30-00 ;SR U :CITY COMMENTS CLOUDED - ... ._. . . - ___. ..... Mr - .MillilililiMili , ARCHITECTURAL PLAN FOSTERVIEW PLAT / SOUTHGATE PARK - ‘ \ \ • • \ .• -..,___ • - -- - - -4- - ■ .___ "..------.-....,__ \ i ...• _ ----, • \ • c: ..,...- „......„,.,--..........._ -......„ ..... -....,.. '' . . , , me . --„........„., N. . . . • / ) -.... ; S. r EX U77L. /TY \. , 15 NA WOE TA 770N I i s SUFFER EX. 1177L/ POLE A 2 4 5, 1/171/TY POI — • EX POOkTR,' TRACT Ex COW EX GUY POLE GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 I \ • \ • \ • •••, • ■-• • - 1,2 ,- GET,4 77CPV / ....•----- / .4!---- .. . A. ___2.I - - ---:7' --••••• ...--,, \ / ) -- 20 ,, ----„,„....-- •.- ._ ,_, ,/ _ - 7,....., ,,,, , , )0' . • . /- ,,,, ■ . , ' // / - .7/ ... ■ ....,../ ' A • - 1 ' A ' % it \ A \ \ 1 :•. ' .. ___-----V ........ ‘ - ti' 7 t'` ."...-'7- ...,,... ' ',' .' ' .//" .. • i 1 , 1 i • ' ' 1 \ -..,,. X/ , i/N _ ---.-- , / ' / \ . , - • -.1 ■ 4‘ , / / : : I r9OPER TY Z/NE - TYP /'' A 1 . . C- • .• h TRACT " PRAF - • Of A „ • , \ .:_ • . \ '•,,.. - , \ \ ' N. • •\ \ N \ \ A 1 • • \ \ ‘, -,1 ' A \ - -- %, A \ ' " \ \ A • % . .. ... - ••. .. .- , ■ ' \ ., \ --•----_______..... :._, ,', , , , -......._ \ ..•/- - . 1 Db(-1557 I L J L SCALE 1.40 0 20 4C 60 80 160 - ,•\,K.EY PLAN ::• •1 POLE \ _ 137711 - S1REET i - .TE STEPS rEE I !, Ct i li t I I 1 1 I L 1 1---\ , N. 1 ! ''., _ ./1 , N• / I . _____.______: ' ' _..- _ _ _ f _1- -- NEW 5' C'ONC fif'AZX I ' 1 I i - i ! 1 1 1 \', ‘, 1 ■-. I — 1 i 1 ..... ---1 1 _ C 1 1 1 / • 1 -------.1-- NEW 5 ' A SPH. *AL/ I I 1 - 4 TELE SEE SHEET 450 POR SITE STEP 'NFORMAT!ON L co cy (0 co L ,-) n , (0 --- co .1 (15 >-; - L_ - 5) 4 . cr) 6 u:' Q.) z (6 o _ 7.5 Cl) Cl) 4 1:C a 'F NO. TITLE 98,013 SHEET P1.5 • • -\ • • , \ N • N CUT & _FILE CALCULATIONS (IN CUBIC YARDS; THESE CALCULATIONS ARE BEING PROVIDED 0 THE CITY OF TUKWILA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FIL:_ QUANTITIES ARE GIVEN AS TWO SEPERATE NIUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE ' OOTINGS. CRAWLSPACES. THE AREA UNDER THE GARAGES, BAG;;KFiLL FOR I OUNDATION• AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOP PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL - A DJACENT TO LOT LOT CUT FILL I WITHIN R.O.W. - - - CUT FILL 1_01 __ -- 348 133 0 0 -� - -- ,02 177 T - 266 N/A ■ N/A _______ C3 35 I 37 0 4 04 60 1 114 l N/A / N A ~ 05 25 193 N/A N/A 06 25 204 I N/A N/A -r- I r 22 j 290 N/A N/A 08 40 i • 227 N/A N/A I - I ADJACENT TO LOT L 09 _ 25 I 235 I N /A. N/A JI LOT TOTAL TOTAL WITHIN R.O.W. 1 0 35 I 255 _ I N A N/A I CUT FILL CUT FILL 1 1 60 150 N/A N/A 2 6 449 40 45 0 12 87 30 N/A j N/A 2.7 I 551 40 55 0 �" { - - r - --- -- r -� 13 193 30 N/A i N/A 28 647 40 N/A N/A - -- - � 14 41 150 N/A N/A F29 424 �- 40 N/A N/A 15 45 150 N/A N/A 30 381 40 N/A N/A 16 45 85 N/A N/A 31 38 137 N/A I N/A 17 56 36 N/A j N/A 32 35 81 0 83 18 76 36 N/A N/A L 33 38 -+- 122 0 66 19 108 30 N/A N/A L34 35 37 3 7 20 140 25 N/A N/A L 35 596 40 N/A N/A 21 35 25 j N/A N/A 1 36 580 40 N/A N/A 22 40 38 N/A N/A 37 480 1 - 40 N/A N/A 23 — 40 44 N/A N/A I38 446 40 N /.4 - N/A 24 282 25 35 i 0 39 395 40 [N/A N/A 25 266 38 35 0 F 4 473 40 N/A N/A EX U7Y/ POLE A ME TA PON FER 1 \ crr av `- R \ . ,` • A Jl ` 1 /; \ O - , / / 1 / • ---„, , \ \ , �caoERrr LINE - TrP c itL' - - RA ":„ T � : i 'SO \,i PROPERTY L /N£ - TYP (TRACT BOY) ' TRACT "A" ' .1 • SOUTHGATE PARK 4a Ale At r t 2'lr EA2 l H7rS/144M AV Rae 11W/V EAS EN! 1 / i ii _ � c = •- Eat • - Ri /TY POLE �J°Irh .74 A_StAt ' .._.� tOM,lri Vieuunci arid L.P. ' • Ifirdarvem ApAtec? !AO•itTOWE : ' no' /C ? f "• . - GRADE COMPARISION • Ex AIXIrEJRY i _•I • \ \ G -• \ , \ \. FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT � _I �_ -_ _�� SCALE 1.40 20 40 60 Sm 160 }SITE STEPS 1 A50 . � t4 • 1 1 I I i 1 b J - , I \ F 1 Q DOL • : -4 : w( 4 5 5 - ' t it TEL / E " NE* s CMc. WALK i NEW 5' A,SPH. ?ALK S 1.3771/ STREET SEE SHEET A50 FOR SITE STEP INFORMATION T • z TITLE 43 NO. 98013 SHEET P1.6 4 • A i !;D D t J 39d32'4e j4 2 . 00' 6.88' 51' D ----A ----- 65" • 4 f 27 7 32 " = 5 4 = 51d42 2 . = 25.00' �c .00 � • 3 1 8Th / f L ....___ n9, ' , , _A, = 12 0.00 1`` 17.76' '-- - I2 / 2/ CLEAN /OUT / / CONC. DRIVEWAY (20' WIDTH MAX. & 15% SLOPE MAX.) , 20' FRONT SETBACK \ •, STORM N 8 5d4g ' C 1 " Wj 1 - ATERUNE /, 1.4 AN. 2062 p 42.44E :tea r - - 42@ 845 C 82000 - 0G3 >! °RC _ •- "6 200 -ME0 ..� 55 SEWER 'TRENCH DR,A I tJ QEQ _ N & _ _—_ I ps. 5' SITE \ . So 44 4C, • y x31 5' SFjBq�k � \ DDi I5� 0 5 10 SITE PLAN NOTES 1. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES- THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P1.5. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL A BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT Ci N OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER. WATER METER IS FOGTIC!IT #1. CONNECT WATER SUPPLY TO WATER METER SETTER. SEA CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20' -0'. MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 31, 32 , 33 AND 34 TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS P1.0 , P1.1, P1.2 , P1.3 AND P14. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER h.C. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P1.6. 1 . 40 These r'' ^^ have been revieweH by the rtt''l - W: ' ks . rient for confo' n ,-- - - - C a OF 1'. li it d nCt c 00: s cr ordinancc fc' of the deeig. r .. i Additions. deft:tcns c r . . t�c�e dravrin 7s after this date accopt nco anc will require a resu': : of revised c;r:. ;.;,-i, , subsequent a} iwova'. ac:7c )tance is subject to field inspection by the Fa i.c : "corks utilities inspector. By: Date: Gar ti z a Q) TITLE. `3 NO. 98013 DETAIL PLAN SHEET P2.4 • 41 14, al* r ten • z 1 >r ' • - 12 .17 co 0 1 m0 0 1) =I < m z M 37 0 0. —I0 mm 1 : 1 7 74 4* I 02 • c ji iiij iiij tit till tit till lit "I • I • i• i1 t it 't tlitt ilir tr\', iii,tit iiii , I it tit - • t • . 1 I PROPERTY LINE - • - ■1116. i , I i 4: I T 2ra s/r . 4-- r --;-• 4- - 4- 1 ' I s ; ; 1 i I , H I .11,_)41,1111L : I: 1 .. ' 44__!. j,.. .!..__L 4 ; 1 , ; , s ! i t ; .1 i ; 4 I I I I I • ; l i ; ! I I 1 I t c i I iji i 7 i I i I i ,11 : 1 1 11:: i 1 , :I 111 1 !!i ■ l it! I; t lt 1 111 1 1111 111 1 1 1 .11 1 111 3 I I ; I g, .3 r I t , 1 31. IV .! --,....-47 ; I 1 ', i r, . ■ I VII 1 I I ; i ' I P P • 3 3 : 1 *1.1 1 r• o , I I; ' i ' -I • , i i' O '. I ! "45 ! ' L - L-- ilis. 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Rak OF IR' LAG BOLTS AT 16' oc Tr= TJI FLOOR FRAMING -- I Rf1 BOARD PER PLAN bx10 P' BEAM ECC66 TO POSTS ABOVE AND BELOW 2x FACIA BOARD " 2' GREATER DEPTH THAN JOISTS' (1) 3/4' LAG BOLT AT EAG» DC bxb 404EE BRACE. TYP bxb PT. POST W; CB66 FINISH GRADE (4, •4 BAR /ER? STUB INTO FOOTING •4 BAR WRAF • IT oc. MN TOP AND BOTTOM' 36'x36'xl0' CONc °AD rG/i4) BAR EACH WAY ON SOLID SUBSTRATE FOOTING DEPTH PER GECTECi■ ENGINEER TYP. DECK CROSS SECTION 08200- 18_TJI X Q r NOTE FOO DOES NOT 5L DE II CONDITION FOOTING SPANS 140RI- TNTALLY cD X 4 r- 3/4' =T-0' TOP OF SLAB TOP OF SLAB OF TOP OF TOP OF r BAR F4115HED GRADE NOTE: FOOTING DOES SLIDE N T1415 CONDITION FOOTWfrP HORIZONTALLY ' NOTE_ FOOTING DOES NOT SLIDE N THIS CONDITION FOOTING SP HORIZONTALLY FOOTING DRAIN DETAIL 8 ' 8' FOUNDATION DETAIL M I_ 8' 3' -8' NTS FOUNDATION DETAIL 3 /4•=T—O' T 10' 4 '-F' FOUNDATION DETAIL 3 /4' =T-O' N •4 vER' , BAR • 8' oc DAMP PROOFING ( DIv 1 Si-IT AI) w = TKGHTLNE -- �+ H10RZ BAR 3' - • 10' oc (Div. 3 SHEET A -I) 5/8'•xi0' AB. 2' STEEL PLATE 00 (DIv. 3 AS NOTED "IN 4 BAR •TOP 4 vERT. BAR • 16' OC. RILL HEIGHT CF WALL (Dlv. 3 SWEET A -I) ti(DIV 3 SWEET 4 -1) •4 )4%f . BAR • C' oc (DIv 3 SCE' A -id DAMP PROOFING DIv T 5HT Al) TKa14TL - ‘- •4 HORZ BAR 3' -0' • i0' oc (DIv 3 SHEET A -I) -- (5, •4 BAR CONT (DIV. 3 WEE A - I) EMBED SOLID SUBSTRATE SEE DETAIL 9)FG8D FOR FOOTING DRAN CONSTRUCTION (DIv. 2 SHEET A -I 5/8'•x10' AB. ki,r115(2'X3/1b' 5Q STEEL PL R5 • 4'-0' OC. (DIv. ET 4 -I■ EXCEPT AS NOTIO ON SI-EARilALL SCHEDULE 1 TIN. EMBED (2).4 BAR • TOP .4 VERT BAR • 10' OC, FULL HEIGHT OF WALL (DIV 3 54-IEET 4 -1) •4 VERT J BAR • 5' oc (DIV. 3 SHEET A -I) •4 HORZ. BAR • 10' oc (Dlv. 3 SHEET A - 316' 5l. R,•4 -0' - A EXCEPT (6).4 BARCONT (DIV. 3 SHEET A -I) SOLID SUBSTRATE SEE DETAIL 9/P80 POR FOOTING DRAN GCNS1111CTION (DIv 2 SHEET A - I) 5B'•x10' AB W/ 2'X2'X3/I6' S¢ STEEL PLATE W4SFERS • 4' -0' OC - (DIv. 3 SWEET A-I): AS NOTED ON SHE ARU/ SCHEDULE 1' MN EMBED (2).4 BAR • -.TOP (DIv. 3 SHEET A -I) '4 VERT BAR • 9' CC, FULL IGHT OF WALL ' (DIv 3 SWEET A -I) , '5 VERY J BAR GR 60 • 5' oc '4 HORZ. BAR • 8' oc (DIv- 3 SHEET A -I) DAMP FROCFING ( DIv 1 SNT TIGHTLINE HORZ. BAR 4'- O'•9'oc (DIV. 3 SHEET A -I) - (8)'4 BAR C`13111T (DIV 3 SHEET A4/ SOLID SUBSTRATE SEE DETAIL S/P80 FOR FOOTING DRAN CONSTMIC I (DIV. 2 SHEET A -I) O33° 03300 -11 /4' =1-0' 03300 -12 X f 0 Al) W a r "*N4I \ t ,- � NOTE sot. TLS' BE N w 1 Z RACE PRIOR 'C 91.1, , f BACKFILL OF WALL t o f - �> t It t ' • OP OF FT NOTE: SQLG. MUST BE IN z PLACE PRIOR TO FULL BACKFILL OF WALL 2' 1' -3' NTS f 'T5 TOP OF 3�AB di \ TOP OF JA Z L In TOP OF 8. 8' FOUNDATION DETAIL /4' =T-0' FINISH GRADE NOTE: SOG MUST BE M Z PLACE PRIOR 'C RILL BAGKFILL OF WALL FOUNDATION DETAIL 3/4' =T-O' FINISH GRADE FOUNDATION DETAIL NOTE 5O6. MUST BE N ,0 PLACE PRIOR TO RILL BACKFILL OF WALL TOP aF 2 -1 ' "'5 3' -2' 10' I' -3' NTS NTS 3' -4' NTS NTS FOUNDATION DETAIL Seir••11r AB WEE- ....ATE GC• D , r 3 A6'C/ED .s- ----'---- ,' „ J�.F[ • 7/ 1 .- 'AM' BAR • ' at +LL R <ti'OF LA- '�. QED ^ IDrY 3 SWEET A-:, i 2' CLE - Jor ■ 1/2' CLEAR SURCHARGE 1rERT, BAR • 6'cc (DIN 3 5►E_ DAMP P11 GING : DIV 1 54 .4 r40IIC. BAR •+0'oc r -6' O ERLAP rMi. (ON 3 SHEET A-I) TIGHTLIE - (1).4 BAR CANT \DIV. 3 SHEET A -I) SOL I 4' CCNC OVER V (5) 4 BAR = (DIv 3 SWEET A -I) • .- ' vER R • 10' L x I NCR/. OVERLAP (MN) (DIv- 3 SHEET A -i) (21''4 BAR • TOP •4 HORZ BAR • 8' oc (DIv 3 SHEET A -I) — SEE DE'A:�GBE FOR FOOTING DRAN GONSTRLG'ION 'Dry 2 SWEE A- " k T EG ID SUBSTRATE 4 WING SLAB C/ER 4' RXK OvER VAPOR BARR.OR 5/8'•xIE' A1itt,; 2'4'1316' 5c. STEEL � pdE w • a 0' 00 (WV. 3 51-/EE' A -;) EXCEPT AS ON 5'€ARUALL ei E` DI+LE " MIN FE"IH ' (2 BAR • 'OP •4 vER' F' • at FULL HEIGHT CF WALL (DIv. 3 SWEET A - i) X. - �I DAMP :OOHING t DIV. 1 SHT Al) in 5 ERT. J BAR CG1260 • 8' oc (Gv 3 SHEET 4 -I TtTLNE �4 HORZ. BAR 2 -0' • 16'oc (DIN. 3 SHEET 4 -U y SEE DETAIL S/P80 FOR .. FOOTMG DRAIN CONSTRUCTION (DI' -. 2 SHEET A - I) (b) •4 BAR cow. (DIV SWEET A -1) — SOLID 41R..TRATE 4' CCNC. SLAB OvER 4' RACK OVER vAPOR BARRIOR 03300 -06 '4 HORZ- BAR 3 -0' • d' oc (DIv 3 SHEET A -U SEE DETAIL `IPSO FOR ' FOOTING DRAIN CONSTRICTION (DIv 2 SHEET A -I) (6)'4 BAR CONT. (DIv. 3 SHEET A - I) SOLID SUBSTRATE 4' CLING. SLAB OVER 4' ROCK OVER vAPOR BARRIOR 5/8'•x10' A.B. Wi 2'X2'X3 /I6' S.Q. STEEL PLATE Ui lERS • 4' -0' O.G. (DIV. 3 _ T 4 -1 EXCEPT AS NOTED i; t5HEARWALL SCHEDULT MN. EMBED. •4 VERT BAR • 10' oc, FULL HEIGHT OF WALL (Div. 3 SHEET A -I) 3 VERT J BAR GR60 • 5' oc (Dlv. 3 SHEET A -I) DAMP PROOFING (DIv 1 SI-IT Al) •4 H0R1 3' -0' BAR • l0' oc (DIv. 3 SHEET A -I) TRATE AB OVER 4' ROCK BARRIOR 03100 -08 v ap FOUNDATION DETAIL 3/4' =T-0' I "IE 8 ' .0 FOUNDATION DETAIL 3/4' =T-0' /FOOT DOESNCT SLIDE N THIS NOTE CONDITION = )OTbC, SPANS HORIZONTA_LY S /8'•xI0' AB. WI 2') 5.Q. STEEL PLATE WAS4IliRS • 4' -0' O.G. (DIV. 3 SHEE]UA -U EXCEPT TOP .JF SLAB AS NOTED ON SHEARJIALL \ SCHEDULE 1'4"IIN EMBED (2) •4 BAR • TOP • vERT. BAR 9' -0' MN) • a' oc (DIV 3 SHEET A -I) 9 L T TOF OF 2 BAR i1 VERT J BAR GR60 • b' oc -D l • (Div. 3 SHEET A -') z ▪ DAMP PROOFING iv.15HT 4') � 4 HORZ. BAR •8' .9 z I' OVERLAP /MN (DIV. 3 SHEET A -I' TIGHTLINE NTS FOUNDATION DETAIL 3/4' =T-0' FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SPANS HORIZONTALLY TOP OF SLAB TOP OF J BAR FNISHED GRAD 1 1.7•x0' AB. L :'X2') SuG STEEL PLATE wASIERS • 4•-0' C. � l✓ 3 SHEET 4- EXCEPT 4.5 NOTED ON WEARuA.L SGHED.: _ T MIN. EMBED ;2:4 BAR • 'top •4 HORR_ BAR 10' CC - . -b' CORNER OvERLAP'rD v 3 5+41=x' A -' '4 VERT .. BAR 4' OD ALTERNATT: BENDS 'DIV 3 SHEET A -1, • ' TIG -7_ ENE } NDAMPPROOFNG DIV 1 SHEET A -I) SEE DETAIL W130 cCR FOOTING r AN CONSTR CT'C'N (DIv. 2 SHE_" A -I) l'-4' 1 e' 2' -0' FOUNDATION DETAIL 3 /4' =T-o' SOLID SUBSTRATE (2) .4 BAR CCNT ; DIv. 35WEET A - I) (ELIGCILAR SURDI,ARGEI I/2 CLEAR e 5'8'•x'0' A. Wr 2 'X2'X3No' 5. STEEL lv. 3 • 4 0 OG DIv. 3 T • 4'-0 AS NOTED 5 H EARWALL SCHEDULE '' "illy EMBED .6) •4 BAR • TOP •4 vERT BAR • Ib' OC FULL HEIGHT OF WALL (DIV. 3 SHEET A -I) •4vERT,J BAR •8'cc (DIv 3 SHEET A -I) '4 IORZ. BAR •I0' (DIV 3 SHEET A -I) DAMPPROOFING ( DIV 1 5HT Al) TIGHTL NE (5) 4 BAR CONT (2) AT TOE (DIv. 3 SHEET A -I) SOLID SUBSTRATE SEE DETAIL 5/P80 FOR FOOTING DRAN CCSTRUCTION (DIv. 2 SWEET A -I 5 /8'•x10' A.B. Wi ) 2'X3,16' 5Q. STEEL PLATE WASHERS • 4 -0' O.G. (DIV 3 ET A-1 EXCEPT as NOTE4eN SHEARWALL SGHED 1' MN. EMBEC +t2 '4 BAR • TOP 0330c1 r 03300 -0,2 033003 . •4 VERT BAR • 12' OC FULL HEIGHT OF WALL (DIv 3 SWEET 4 -I) 4 vER' BAR • 6' oc 1 (DIv 3 SHEET A -U . )B .1• NO : •4 HORZ. BAR • 10' oc ,Iv 3 SHEET 4 -I) DAMP''P.ROOFING ( DIV 1 SHT AI) TIGHTL INS '4 HCRZ. BAR ' - • 10' oc (DIv 3 SHEET AS) - (1)•4 BAR ccNT (3) AT TOE (DIv 3 SWEET A SOLID SUBSTRATE SEE DETAIL '3/P80 FOR FOOTING DRAN CONSTRUCTI (Div. 2 SHEET A -I) 03300 -04 4 r 0 0 TITLE SHEET CO Ln L17 CO X O CO C\I CO L() _ N CO .0 cn W H N W N W �O w 0 n, + n , 2 ,) r • 5' WALK/ UM/TY EASEMENT 5' WALK/ CS 1 /2' SO CB 10' WALK /CURB U 77L /TY EASEMENT 5' 077L/TY EASEMENT /E 171.43 SEE 6031 FOR BETA /N /NO WALL (DRAINAGE S /ONN HERE r FOR CL 4R/ 7 4 P, /OG /D PERFORATED P!DE SEE WALL DETA /LS OPAIN OUTLET A' BASE OF1V G DAYZ /GHTED IN • OUAR SPALL SPLAS BLOT 5 5' WALK /U771/ TY EASEMENT PROPPTY LII - - (7RAcr �>7 • ,f ' SAS* I5' AB'M/E a2RAP01 4 . SEllfc E91' WA 7FR COU SE 42X.vCMPARC DPAIN OU7ZET A T .BASE OFWALL DA YL /GHTED /N TO O6 AR' SPALL SPLASH 8LOCIf WA TER CDURSE gatIV: .1 v - C6 (8 3 12' '--- 12 SD 1fi(. 5 2 4 PP LUM /NSi /RE EX. ROCKERY GRA 20 PUBLIC UnL /T)/ PED9 S TR /AN EASEMENT CONC WALK CCWC. WAL PLANTER BOX cB RE 91.32 I£ 89 74 (15 /E 8894 (24" 5, 00 GRAVEL EX ROCKERY 12" SD C8 22 4 ' P10010 PERFORA /FO PIPE ti ASPN /YE It -G - - Q . CONC. DR, YE GRAVEL DR/VE t ---" i ii PP W/ BASKE%BALL HOOP GRA YEL DR/ 6".4A lE[ DR / YE EX CG1vC WALL - ✓/�,�, I \� EX. GUY POLE \ I I I I b • LB \ 16792 E 165L17, 41 - .4; E 164.183 fir hw SOUTHGATE PARK PLUGGED TO EAST GAS EDGE OF EX ASPHAL T B /OF /L TRITON SWALE SEED id /X RED FESC E , w1T .r ni14t ,_' GE MIN.411aY Ii3AJI r RlG15RE .15 SO acv RlEDR2P AMOSDS ALdtA AIEAOIe7# F12.741 ALEAPOCLAWAS PRA MAWS ,97 90 APPLY NS AT A RA7F LE' BO LAij'/AME *'7 h A004110HAL 0111125 Llg ~WS Cr NAME IE•71Mi7 P1AN75 S7. N AS 61Gil Rif (.SCIRPLS 4O./7Z. YAL111.4 ; AP AIMOVARPCO QPISEPPOC SPAT RUSH (ELEOC11AM S' PALG67JR6,t .UOUSH SEV� (CARER OBNIIPLA4 AP o1f31gRS AS REOlA fD BY 1JE Ly7r NVASlE PLAN73' SW? AS CA PM (17PNA LA» REED CANARY MAST (PHALA435 AR .t•.vlALl.0 Mil PURPLE LA2 37 WeE (2171 Ull £ALCARIA) &'ALL NO7 bF USED MOM ANY csra Y6TA'ACzS EDGE OF EX ASPHALT CA T y L /NE PII, £PR \ 1 SPEC/FICA TIONS \ EOGE OF EX. ASPHALT \ (ABANDONED) . \s \ . 5 tit? ALL TYPE /I CAT(•H BAS /NS SHALL HALF LADDERS AND SAFETY STEPS f A/ MINT puma es, r'1 90 CATCH BASIN INLETS SHALL BE VANED GRA7ES INIH, T7/RU -CUR8 c'AME OR YER77CAL C (SEE KING COUNTY DWG NO )v; - , OR ROLLED CURB FRAME AND GRATE (SEE K /NC COUNTY DWG NO. 2 -020, SHT C'-182 AS APPROPR /A 727 CURB FRAME AND GRA it (SEE KING COUNTY DWG NO. 2 -020 SHT C -18), AS APPROPR /ATE' NOTE. EX GAS L OCATEG ON WE-; "r EDGE OF PAYE - I MEN - I EDGE OF EX. ASPHAL L J ALL IVORY SHALL BE /N CONFORMANCE /KIN WS DOT (4PWA) STANDARD PLANS ANO SPEC /f7CA170NS FOR R0A0, BR /Oct: AND MUN /CLPAL CONS TRUCRROv AND CITY OF TZ/K LA STORM ORA /NAGE STANDARDS CATCH BAS /NS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED TYPE // CA TCH BAS /NS SHALL B£ 54 - /NCH 01A. DRAINAGE P /PE S,.ALL BE POL Y£77,'YLNE, SMOOTH WALL /N7ER /OR (N- 72 BY ADS OR EQUAL), UNLESS 0IHERWSE NO7E0. PVC PIPE SHALL BE AS TM D -3034, SOR 35 CMP SHALL BE ALUM /NUM, 16 GAUGE. UNLESS OINERW.5E NOTED. RE E 215.21 E 21511 CB W i \ 1264 CE 550 �2 S) 27'� 125, 00 �) QI ( \i i 124100 L ' 1 I ' 1 C8 G 12300 L I 1 I i 08 44 Iii TA Wu .7 \ - MET .5N1 C-11) j . TARN D pare : vavr. EASEJC - EX A £WY Ex Cvr EX COYIC Arty_ Jb ABIN/f a (9v' g, 4 �7C DRAIN '18 -CB MA Q9 27 20 � ,E168.37 NOTE AS-811/17 /NFORUA 77ON IS AS OF 9/30/99. MANHOLE LIDS AND LWANVAGE ACCESS LIDS IN PA 12rMENT A.41r AN A 77". R /A/ ELEVA PONS MAY CHANGE AFTER / NAL LA Gig` ASPHALT PA I fMENT HAS BEEN APPLIED. LAW v tar , 18 a - LrEX ASq 4L (AB Mt71) \ \ � )v► \ \ �� �\ C)/ NORTH GRAPHIC SCALE 20 40 1 40' L APl wirGra" - nP (PACT BDV RACT " 0 80 • 'NOR JAE # OrM.-Yt; C:93' ARE ACa". Vw c nov 51IPJcizAw:; A►OT MEE TS I AriV HArir St/P C:7WERS 6 '5 AM 1186: 244 29.29d 4!i, 40.4 42 46 I R DS CLc x'1271 PIPE /N EX ROADS/OL D/ TCH COPE N /6 "OF 2" TO 4" OIJARR 7°ALLS 22 290'F 2' 9A(TYP 30(TYP 7/) WET VA /_ T)3 31( Yr� ;/j I, „ 1A I 315 31 YTYPE !') (32 ;3 34 35 36 ,; 7 .37A 38 � Vk 40A � \ - \ CATCH RASA' DATA r� i ALM 41111EIZEV Vl1I2 ' EIFr i 21848 2 OG 4 204 75 5 /86 1J 6 189 69 7 174 77 1,7-.61 (12 %✓E) 8 174 43 S 174 63 10 188 96 17 180 10 12 179 30 1,' 18838 14 18320 15 177 16 17587 17 /74 55 18 174 97 7 18A 17545 41 151 72 'G \ \ \ 42(TYP /) \745.49 \ '6v150-L\ i 43i1 rYP !� % \\ \ 44 220 106 26 64 4 � , z 45 169. 71 2 ii \ csio I 46 1.30.06 RE 14350 ":1E 14 (125! 1v 1- 14/.37(721 l p R/W 1 GU _ , j� -0,400 , 4 - - -S, 1-417TH SMEET 40141 - f so ,63.E i '2" SD 12-4%4Vi a.t BERT MATCH EX ANiERTS) - 12" SD 1 75' 95 27 7, 94 14 9 57 EDGE OF EX ASPHAL 7 WA TER COURSE EXP.RES 3 - -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE 334 -501 SEAM( PHONE. 743 -614G Gr 275 45 8 "N, S) 21067 ;'875 21052 /8W) 2.7 ' ' .'8 ".; 20005 eV 1 18'22 (85; M7 /3 /86 u$ r1!E 717- (12 SN'; 171 40 ('8 NW 171.72,855) 183 54 ,'72 /75 79 02 - IV, 173 61 ( 175 41 ( 75..33 (12 NW SIY% 184 42 ' 12 NN) 176 84 02 SENE," 1741 (12 NW "74 09 (12 17355 '12 ► 7?,36 ("i2 NE) 17050 '8751"; 17004 I 0 - fRFLCW LEf ' 70 00 (8 NW 167. F9(8 SE ;; 162 6 7 (36 "Iv 10: W 5E) 160670 165 45 7 11 - 51# 2 '65.95 (7 %VWj, 163. (36 i /it E,NE) 160.54(9 NE 00TH ' 3 2 4 / 1 2 _ ": . _ 5 " 5 E ; r• 181.02 `72 NE) 5 74 .f ^/W :44. .22 21(7rP ','5 74 1 , 1 6 . 7 7 1;2 : rE, 1 5 , •7 . • 1-7c L N ' 4 ? 3.24 / "c f79 3. c 5 9 c "4_? 14 1 2 S % 131.44 736 No') 1.31 (.3E'V0!; '3177 (36 141. 51 ( - 91/EPFZ. 7349: (12NIC 130 31 (8 NE OUTS .31.96 (36 SE) (N ACCESS (M,'DDLE ACCESS) (5 4CCESS) SE 2 72 - 5 Ai) 36 2 2 .. ^1E 140 06 14263 744 7 59 REMO ✓E 154.90 152 81) !'12 NE 15355 151.80 (72 156.00 150 0 148 5 (12 EX'SllN6) 15162 /4749 (1.;"'"Z W 148 69 145 74 (2 "4'.; 4564 (12 2 1503 14531 ''12'= 143. 45 C9#3` P. /A4 175 53 173 - 4 (12 5- 166 58 iu2 16631 (12"0'), 16626 ,'12 E/ 17' 27 168.10 (121 159 1.5737 •'71214,% 157.27 (; 152 69 14939 !72 SW9, 149.14 t 12 - NW) 152 57 150 43 '; VERFLCW ELE✓). 14093 (87VE 0U72, 140.82 (36 SE, 511 153.10 145 60 72'55, 8 NE /; 14145 (36 50 14135 (35'NW' 148.68 (8 "Sit.' 13255 (12 "E 13,977 (852, 13815 (852, 138.07 (75';% 10316 (12 'SS; 103.00 (15 SE) 10291 (15 NW,.' 21785 (W,9 165 12 (87511) 12817 (15 SE), 1281'5 1.5 NW) ?i ll `� � �j0 Pi v ' Z k' ' 1•`.; \ : (L24 : (1 'II Lb :tj .J 0_ W t G.. Li O I G1 < Q is Z 0 A _ ▪ Q 1 d C w cn �Q W '"' pN n > _ J , i71 Cr o Z W x co !- w I _ `-r Z o I w z t Q r^ w V / !� 2. Q R/W imorp 4 x 1 5' U71L /TY EASEMENT ufLJTY ASEMENT ��7Ty� STFET _ 5 (S 10' U17L /Tr EASEMENT 1 +185 33 ,5 5' 1/.77L/Tr EASEMENT TRACT "A" AN 11 OISd5 WATER COURSE WATER COURSE ■ SOUTHGATE PARK SPEC/RCA 770/VS - 4E * ; EX SAN MN/9 -..'0 RE 7877 CIE 181.6 ALL AMM'A IES .9/ALL % CNAAMEZEO 10 The MOW? OF NE SENV?S EX SAN MH /9 -31 RE 2054 /E2.2 2.2 (8 "N S& H') EDGE OF EX ASPHALT ALL NAPA' SHALL 8E AV CVA OPJI/AMSE Will NS DOT (APO() STAAVARD PLANS ARID soirs9c A Toms FLIP Ra44 8R4264 AM9 WdCPAL LLAN67RY/b PO4 Q/lY a 71/KI KA PIA9LIC MAW WS1m ri v AA" GC& Z cPMENT STANDARDS AM9 VAL KC SEMEN GlCCIRCT STAAVARD . iCAPON//.S AIAMA2ES ..91ALL BE 4B-#. ? A/AA1E1FR,, fl f MN EG1rN17PIC COIFS 171E AMAIIINAV /1Cl2 /7' OF 1146E MS ER A6'Otir TAF Mir S YALL 8E 24 NO AVaW9% FRAC AM7 GVIF7P. BASE SFCI,LW SHALL C7lTNM A P14E'FAAPICA1FD CVNC PE F QYAMIEI W,4 ? GLASS' 57,PPOP7FD PLASFIC LAWIP Sr 0 VAC? LW OP EQUAL T14E /N6ERT OF 17 GY/1ZET SENIE7P 9/ALL 6E A AMAM A& Ar Q 1 PET brZOM' 110E A COMNC AWfRT E2EM1Z % ALL A/ANYCZE3 SNAIL HAW LAAAERS AUNT SAFF17' SLIPS .JEEP PIPE SHALL 6E PI C, AS7 / D -JO.54 5171P NOTE AS -BU /L T /NFORMA 774N /5 AS OF 9/J0/99. MANHOLE LIDS IN PA YEMENI ARE IN ATP RIM ELE IAA PONS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PA kEMENT HAS BEEN APPLIED. EX. SAN MIT /9- 32 RE 2371 If 230.1 'METAiN 4W Att X t'lIft EASE/EA EX Stet iw /" - 12 RE WO 46 e 10290 i8 SA) � 102,24 49 OUT NJ VTR.41o - tar E,f¢]E'4T Pa I- 155 Ifs EX ROOICER EX COAL AK NOTE SEE . WS C -15 as C -16 FOR PROf7LE5' \ \ NORTH GRAPHIC SCALE 0 20 40 1" a 40' iVCIPOl7Y LIE - 7f1 FACT ADS TRACT " 80 17VE Ar LX A.SPNAL r (A8AACOVE0,1 6' S- PIPE OA TA c 1 2 9552 s I 2 EX 12 712' I z 3 4 65.' 4 5 1.94.E 3 5 6 I. 7.W 4 6 7 ! 61Z 7 '1 /O,3OX 5 5 "9 10 55X 19 9 884X 6 9 10 5.35X 10 ft 1' 982' 7 11 /2 14 95X 12 13 8.66X 8 1.3 14 5 292' .9 >4 1.5 724X 15 18 152 10 16 17 5 451 17 15 224X 11 18 EY 14.46X 20 1.9 151 �X CO (LOT 32; 20 1222' EX 78" GNP 1 \ \ ! \ \1 \ \I \ \ \ t E „LX `A Roo -R /1v I f WA TER COURSE WATER COURSE EDGE OF EX. ASPHALT 4. 11 ;O PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE 334 -5018 SEATTLE PHONE 743 -6140 . 178 1722 ' EX SAN MH /10 -31 : 3 � .$, r+T RE 146 1 r /E 134.7 (8" /N,) IE 7338 (8" OUTS EX SAN MH / -32 RE 74986 If 14217 (8" Wj /E 141.45 (8" S) /E 147.35 (8" El R/W "NA LEY 171. 159 71 15.9 35 18/ 41 173.24 17287 171.29 171.'9 16963 16953 16696 166 72 16'20 170 42 170 13 163 72 163 42 15922 (FRCSS/ MH 159 22 /FROM 41N 1.i) /55 7: (our) 14790 ;47 45 142 ?5 14205 735 4 135 .'8 7.37 90 ROM Mh 143 13177 (FRQN .4/H 17j 131 ; OUT) 1467; 135.47 135 32 111.50 110 95 77563 (FROM MH 20) 775.54 (FROM MH 8� 175 14 ,'OUT) 19758 7) l • I - 45 fkixQ f-r if' MACY 414/ filf) ailiner7 a r er • er INN" Ulf I - 45'111917 (kV X AV 100r &COM H 111671•11 Mir MY STEEN Aar 91T C-14 4 4 STANDARD NOTES • Mgr lnw suswi 11751164•1 lam - 2 "MU PEN 171117 - r 41"M.71D (MI x 141 COICNE7F 1100046 1- - A. r( x 11.1 - r CAN" NEJE Old x R) 1 - r 0I1E" WIC (MI COAIXE7E ROOM P. 1 - 71217AI ra) 1 - 44E" NEJE (11 414 MAME EX NffIRNIT AST/1.1 117,1111) BMW NW (i4)5' r71 ax, f. AA:170011141F LOC.4176iNS OF EAISavo 11171./115 HAW BETN 0•974MED PROW AVAILABLE RECOWS AA V AMr FO? COVitrAIEME 71tr COV7RAC7 O? SHALL OE RESPONSIBLE AN 14;4 770N OF LOCATION 9,1:7v Mi9 1VR DISONIS7Y Or POSSIBLE Aa9/7A2VAL U7E17E3' AVT SNOW SV AS TO A i DA4/Aa OR aS1U7BANCE: 77e COSIRAC1OR .AsIALL YTACT 7741 1/77L/1S 0101171W7a44142 LOCANCW CE7V1E1? (1-000-424-5555) PAW? 70 COSS1R1X7742K 1? ONAE7? OR AKS REPRESENT:477W 67/ALL BE 02 Jr A UNLITY CONIZVT EXIS7S 2 X4VTRAC707 SS NOTIFY DaSTRICT 1740VEZ7? A 4411161110W OF 47 HOURS 0/ ADVANCE OF 4LL REOLE375 fl21? STAAPI4 1E 7Na OR AKSPEDMX I COVTRACIO? /S RESPONSENS 1237 CrN7ROL AT TIME OF SlAIOVa 4 CON1RAC7OR SNALL FLIVAVSI 550° MANIACS FOR APPROVAL NIERE REOUPED BY 71tr liETAN SPECf7C41XIIC• AAV VAR/47AW MOM imgavEERS• LESISIV • COWRAC1OR SHALL 41457:41.1 EVIAPAIENT W AOXV42AA I711 MAMArACT/APERS' RECOMMENDATIONS NO 1125 SPEaf7CA11 CITY OF 1Z4VILA STAAVARDS 6 COV7RACTOR SIALL FINNISH ALL MA7ERIALS 7 ALL NI47ERMAN APE SNAIL 111 DUC7NE PON aASS 52 PUSH-aV ..CIWT a? AIECHANCAL .0W7; CM (AN' A2).4,1 EX7E77107 0247ED II177/ Ca4L TAR VARAISY •1157ALLAPON 70 SE AV ACCORDAACE MAAUrACRNERS' RECOMMEAVATIONS ALL 17771PAZ SNAIL Er CAST NOV AAV SHALL COVFORAI 1 0 ARAJCAEILE PaPnays OF AA57 STAAVARD A21.14 A21. //, 11162 8164 AAV A21.54 NTH A WARN PRE331AVE RAMC Or 150 PS A•W L Ltr CE7A9/T-LINED. • ALL OAR" YALU'S 712 AC MUS.LER. ALL 111VRAN7S 7 1 7 W AMMER. 9. OUT-ACS" AAV LAE TAPS 70 BE MAX' BY CO17RAC707. If J 1725 SAE7?eV7ENDEN7; LAMED? AMP aTy TUKNEA INSPECTOR ag67 RE NOW 49 149147S IN ADVANCE ,a CAST DREW AIECHAAVCAL .42/VT 2171£ 021PLACS REOUP122 ft TAPPAVO SLETIES .9/ALL AC AILE7-11 CAST PON XV EPDXY 0247ED S/7. ROWAC SST NI771 STAAILESS sirEZ fiAlvae: 12 CON71?AC707 IS RESPOASEEE FOR if7TIFYIVC ALL EA5571VG PPE T/FFS 4it9 ..572FS CY IVO cotfouvag CONNEC71014 CUT-An AND LAE TAPS 1.1 J 1/Y FOOT 4W1/1/11 COW? 01EN ALL 1041E APES 14 CEIEZOPER 70 PAY 1Z4? STAX COUNTY Ah19 TY #.1V 15 ALL 1XIER LOCATIOUS 70 & 47E17 WM 1107ER LISINYCT 1725 SZ4PERAY7FAIDENT Af ALL EASING' FRE N7VRANIS 4/AACS TO Er OPEIPANAL 14710? 70 CalAVE7ICEMENT Or COVS 1z AV CHANGES ARE 712 LE MADE WHOUT /17171 APPAVVAL BY Ptr NO 1725 SIREMVEND- DVT ASTRICT DV01111 AA PE an' Or 11/1411tA PUBLIC 0091rS 174PAETR. fel REFIP 717 m.' 1715 CONINTIOW AAV STAAVARDS AMO 70 AC alY Cer 7144'11N.A STAAVARD SPEORCAllaVS FOR ALL REIMMISC NOM' AAV DETAILS 111 AP0145kr J/4 LINE AAV TAP CVAKFC7PCSS FOR EACH COSMO X4717? MEM?. 22 464)24/IN ALLOIN4BLE CPEN 7RENCN SWILL or 80 FEE7: 21. War PAES SHALL Lir GOWNED DUAWC ALL PE74tin PREOP/14170N. 22 MOWED A74' COIRACDON .4AV ,A2S11/RE COV7Ra 1E37 RERARED MV COW'S Cr 77 REP0913 SLE*1177127 70 F? aS7RICT E742fIEER. ALL COIPAVION !MEP PAWL' AAV 7RA1'F7C AREAS ssfALL AC Mr MAAVIAII 0171(STY MC190119 APOCTOR PE1? AS711 D-1557 AU 01107? AREAS 10 & 949, MAAWN.411 DENSTY M2907192 PROVO? 21 ALL /,4L f: FIFE HYDRANTS AA V SERWCFS 10 1M A4F7ER STOP 119 OE NavolD AS PART OF AL PRESSUPE AND P4W7Y EISTS NO (PRO24 TRAFF7C COVIROL SNAIL Ar ACCORDAMX MTN 07Y OF 17A1'NILA 47f171.1PE71•E7V7S 25 ALL PPE ,4f APPUR7ENAAVE3' 10 EV 7E3IED 70 7MW W FEET C /WY DOMECTION pavia WENS OThERINSE APA7OIED BY RIM_ 427?. CAVO?FlE "MST IILOOTIV6 SNAIL itr PROWLED AT ALL SEAM 7E14 ML A'S OP o,,1 APPIACIENAACES MEW filERNAL FeWarS Rax/07£ RESTRAA17: 110C10110 SHALL M AY ACCOPDANCE 0711 1725 STAAVAA9S 27 NE MISTING* AAV OLSAVECTION OF NE WATE7? S)571711 WALL OE 11117•Z BY NV 1725 _ - 7 ---- 1 2 erazims 0120712, j 1-rxrEE(Iiix11,1 1 - r GAFF mitt x m./) - a4034Z75 PER ID 1I2S X74 1 - AMERY (1S4' 1Nff) (SEE 17 112f DETAL - 1719 av0E7E ROAM ALL WAXED HYDRAN7S SHALL AE at7.11f74S7 70 ThLr IfA7Z7? LIC57171CT YARD BY DC CON7RAC7007. 1 - 8x 4" iFT coArECT EX 4 if 10 AtrW 8" 1 2 - 4: 45' PEWT BEMS REIOCATE De 4 vAckt erwar7E &Salvo , - x la (M/ x Fz) - OWE VALkE REAIOIC EX HYD AAIP /AlfrALL AElf 1077 BEHIND ;SALK (157' RUN) CCACREIF WONG R. / im ° REPLACE EX • 11 HYD. 4 1 , \, 1 EDGE Of EX ASPHAL t T i t - Mr Y !ID OE M741 11 .0...„ CIA 41b. 1 - mssim) CONCIE7E 110011l V / • -4'■ or- \ W 5 0/014" EX GAN yAL&E Rf/qW EX VAL If AP 4 VAC - SI 5 4 - 1 547. INLCAMEOY I e4,wapir 1710N C /0 - stator Amami 7 PIS LE7A1 1J / 'rod , 7 - / DEIZECT INERNAN MU 1725' 111 Ii4NTAW 003E7 OF 31 32 33 34 30 10 oozy aril, e - 7)P- 14 13 15 1,00071 16 di 20 NOTE tenair 447ERAIAN a/Ax OF 25' PE7? •OWT AS' NEEDED 70 LOCA7E X47FRAIAIN AS alVoCAIED ON PLAAS 35 4 WA COURSE 36 17 18 19 TRACT • B AtOPEIP7r Lye - elRACT SD12 - IF ............. . Au& .............. ■■■■■■..., ......... 4 39 40 5' WALK/1/711J7Y EASE • e W 5 CONCRETE OR/kE CONCRETE WALL - CONCRE1E WAL CONCRETE STEPS ev 1 - MY WO (111 x awatr7r &yaw Ravor a AM CONCRETE OR/VE CONNECT & 11' • 10/ NE7 r • - s 45"KNO / x 01.0 COVCRE7E ROOM / 1-r 1 - CAFE f (AZ x / 1 - !MAW ASSSifer (Ur /100 CaVairlE ROCKING - s 225 x MI NOCAVIC 4 - 1 CAE WIEN $2 x ,A0 COMET Rooms - CMS (12 x 07,) oh. / - MAW/ ASSEIfflY 1-rxr11101,1,12) 1 - r CAE WE x COACREY ROOMS' gs %f' r ' NORTH ORAPH/C SCALE - 0 20 40 1" = 40' 37 80 - Aff 111.2.1if Y 025 DEW 12 COINECTIElf r - EX OAK likiE /ERA 2 r Er Vir 0112ST el AX - CAE X I f la MC Ifin AV itrAllaV AND worm,/ mrigo ____ TRACT "A" / , amcsor itoosav1 Altrfirlr UNE - 7)P 1 1 - 8 : 45. orAv (iv x 4,4 -- i -I -, f - 11 45' *NM *Ix ig 021101E7E1100710' - 38 420 4SPI•4( 1 eAcuicomis9, w HIV WA IT SE - r •U5'11040 (hi x COM:11E7E 1#02•10 1- ex 6' Ella/ KR) 1 - 6'&1� WE PI tAI41 1 - H1DRANT &SHINY (14' RIN) CONCRE7E 110071C , • NA, \ \41. 1 - 2 avow Assaarl (SEF 1111 111'5 0E7AI 1.7) CONCRE7E BLOOM v\ kJ / CV tk - - EX 8" W - -Ex e I r+1 DO1455 - CA� 7MLu M l COIVIEY 1,001INC 1 I \ ' 1 -rorifir*Za) - x REOtzer 1/4/ 0.0 1 - CAE NEI r AV - /Mew Assam r (57.7' N.* I \ WOVE Lamm 50' \I 1 1 - r Er (0/ • •A0 - or 1•010 (Pz z I VA It'll 1 - 64, Wit x 1-rxraTrawrg) la 1 - MOUNT &Warr Mir O* catorfr (looms 0110t ricara r ItXRPS' 1 - LEX WV at x AV 4. f • t-1- S. 137TH S 4 a •7 ( LOGE OF EX ASPHALT F ---- DTPIRES 3- ¶ 5-00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PRONE 334 SEATTLE PHONE '43-8140 1-1,riEr1W•RJ 44 \ 1-ra4rtairor,m, - eAr (Iv • AO ~Er LOOM , -r 45%drar (IV amorsr team iteatwr, air 96152.00 C - 1 3 MAY 2 2 0 L. y4 /te Side Elevation Rear Elevation [1 Side Elevation DUJARDIN M. Bdrm. 15'-4 "x12'•3" 171 �J ,I.C. ) r M. Bath Bath PLAN #2060 FOSTERVIEW ESTATES Hall Bonus Rm. 23'5"x11'10" © CCP/RIOHT I.SIPUBUSHED Wails KMPLER ASSOCIATES ARCHITECTS \, Bdrm. #2 13'4'x10' -4" Bdrm. #3 l2' -0 "x10' -3" Upper Floor Plan ol45s SQUARE FOOTAGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK / PATIO 124 SF SQUARE FOOTAGE IS MEASURED TC T1-1E OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE 'N CALCULATIONS OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. Dining 15'- 8'°x10' Gara &e 23'5"x22'3" 3r4" r i doPYRIOHr utousus446 WORK ASSOCIATES, -SwF IITEC,9 .f T Family 15' -8 "x21 1 far- Entry Porch Main Floor Plan i t DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING Al UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS •.> STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE • z ti TITLE 99085, 22 (A = w 'J 1/40 :I N X ( F., w T 1w 9 z �a �1 w 0 0 0 0) z 0 X) 3) C 0 0) C C co b aD C) C0 LO CV X CLi LL 0 N CO C 'J 18 NO. 18522 BASE PLN B2000 -063 SHEE COVER SHEET MAY 2 if • STANDARD CODE NOTES Date By nescrption A ___ f J LmLE 1 ,,,r Aft, fit � Ait ,, . f,,, ti -...j i �1 THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCH; TECT 14311 SE 16th ST, Bellevue. . ^�ashington 98007 -- (425) 641 -5320 * Fax (425) 641 -5318 ` ggg g Q -uu Q 1 :1 i b r4 } a � - "i I l l i e itj I T I -- 1 fii ` `i SoU = 4 i Ao - �c�_ 2 yi d > ” - 416. 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It k 5 4 Q; 1! 4 I/ ! 1 s _ a s i I la U u w S fi _ +(pUr A irPf I a 'qg H. et 2 44 I 4 ,l4 a 0 g6 N 4 I v �� w yi J '14" I I:Hfl gi N O N g�9 444. 4 u$W siE v 11 I ! '4 x jij 611 p Ral .t q p cx . 11 5 t sit; 401 k l; 0 I 11' m7; " .iO44144 V ; 0 1 1 4' 1 4 1 I i i Ii S . 1_ s a II ' J i!ij! §itp H s !: :: �a 1 :Qgg'g1�' 9�>i il e a ‚i i J u i A ithir ! 1 s 41 1 1 4 41 12 ! 'II (00 I h . hp . Q I T I 1 ' I " w Frg 141! X 1 4 J !t ill !Ii 11 if la I - r 11 - 1 - - rt - I ° F D�J 1 I L A I CO FP -.8 1 ALL FLOOR :C'ST ARE' II -1 ;• TJI PRO 150•5 AT 132' oc vER =7 W/ MFG LAYOUT. SEE D I V. 06100 r ART 4" ilhlCs HERE -� 9 an -t 0 A FF -1 f•- CRAWL SPACE VENTS CRAA. SPACE A ' 92$ 3F : CR.A+•l. SPACE AREA : : 61g SF OF AREA RE .24.41111ED TYPICAL VENT SIZE • ■• . a ls% r eC1Et4 • . S8 SF PER ./ENT NET FREE AREA 4 ?ENT AREA r 5E : _ Vire VENTS RE ;�JtRf� 5 f1 - vE TS 5610aN SEE PLAN FO LOCATKIN) PNT8 R 3E : 638 5F OF VENT AREA PR- /IDED vENTS SHALL SE COVERED WITH CORROSION RES?STAN'T t{NRE MESH WITH OPENINGS !7F v 4 MAX. 8 VENTS LOCATEC RN Ru`e JOIST MUST BE PERT?ANENT_Y BAfFLEG �faE C 5c: FP - IQ' 8' -3' I6' -6' 24' -0' Patio ccNc -FFl= �; 1 Garage FP -3 ) 32'-0' 11 DI 32'-0' 8' -3' 3' -0 I/2' 4 D' 1 DI FR -r a 4' -5 1/2' 4' -6' � J A � -E — 0 4' -6' 1 A q 4' -1 ' 2.-0' DBLJ JL 1 r 2' 0' 10� - J 1 -11 Covered '_ FP I Porch GONG 1 4' EXP AGG SLAB 1✓ I". I { -4.-3 1 FOUNDATION /MAIN FLOOR FRAMING PLAN 'I FP -5 4- FP-14) 6' J DD(-- 155' I GENERAL FRAMING TOTES I rFP - 10 & -12 F� J � ) rFP -I3 FP 141 ( -2] CFP_22 LT -23] SEE CC .ER 5 •EET FOR GENERAL NOTES AND REOu'RE"EiTS 2. SEE TYPIC=.. MATE124 4L 5 LIST ON SEGTk7N SrEE i 3. SEE CO . ERSHEE FOR .»L_ NOTES A•Ci RECUIRE"+ENTS CONCER'',NG ►'IEC.IANICAL PL'1'eBING ANC? ELECTIRc 4 TR+u DESIGN El TTd:Se PLAN SHOP 1 5 FOR sQNERAL LAYOUT ONL' SEE C / 6100 SHEET A -I - TR! 53 LOADNG SEE DIY 01000" SHEET :.- - Tf'ia ..5 SPAN PER F_ ,'-OR PLANS 4 •RL95 T .-F F PER F1�iP NG PLAN 5 ROB FRAT -IMG SPAC .NG 24' c c UNO 6. ROOF F^'C.a E 1 ER1OR PER ElE ✓AT'ON 1 rEROR PER 5EC'•CN 'e. RAFTER "AIL 2x- ✓ERFY 8 . R--2 F TAIL AND RAKE OVER+ -,:ate PER ROOF PLAN. 9. A�_ HEADEF ARE 4.100 CE ' uNLO PRO /'DE • : TFe:•-T•ER 3TLO UP TO 4 -0• SPAN ANC 2 TRIP £ ` rC S OVER 4 -0' UNA. Ea .- 0610( 'SHEET .. I FOUNDATION KEYNOTES CONCRETE s EM .1 ALL 8' WIDE WT-. ' .t 15'/" Fes TING. SEE :?ETAILS FOR ADD',T 0NAL h•FOR!'�AT�ON- SEE Dv 3 SI -rE_' CONCRETE STE! 1 ' ::.+L_ ,. W DE w'Tk - tIN 12'x6' FOOTING. 5E .DE AILS FO C 1 I! FORT -1 4 T,..'''i- SEE DT 3 SHEET A -• r �NGRETE SLAB ON GRADE SHALL SE 4' TN K STEEL TROWELED FIN154-s, Wi o' <6 W1.4xu 4 ULF ON 4' G- QANULAR =!LL. SLOPE :' TO :OOR. PROv'DE THICKENED EDGE AT DOOR 5�_ -{EE' 4-1 6EE r xrc Q 3 ON 51 CB66 1' ABOVE SLAB ON 36'r "a6 <8' 1A" FOOTING ON SOLID SUBSTF W/ 4 •4 BAR E4- WAY SEE Div. 3 SHEET .. -. RAWL SPACE ✓ENT SEE CALCULATION BELOIL. 5EE Dk SHEET A -' ALL CRiPP'LE WALLS ARE 2x• OR = x4 a Imo' c.c. UN.0 14' MM _EENrGTH PER UE:: SEE . 6 HEET A -I 46x!O BE :.INE. S "VN CLEARANCE FROF' CONCRETE AT E1 iD OF SEAM£ SEE G''�. 6 SHEET a -I 4x4 POST (SGAE �05T AND BEAM liJIT4.4 :x4) ON 9O• FELT ON MAT FOOTING UN.O. PRC VIDE 4x6 POST s BEAM SPLICE I POSITIVE C'JN- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE Div. 651 -HEET A - �FP - 9� 6 MIL BLACK POLYETHYLENE GROUND COVER ON !GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE- PROVIDE (1) SCHEDULE SO ° VC CONDUIT FOR ELECTRICAL SER, 'OE AND (I) 5/8' <8 LONG GALVANIZED ROD FOR ELECTRICAL ."GROUNDING. SEE DIv. I6 AND vERIF" W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS. HVAC, ETC 45 RE!,ZUIRED 18x24• CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP SEE Div. 010022 54-lEEt A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24 - 24'X1` MAT FOOTING ON SOLID SUBSTRATE W/ ; ' •4 BAR EACH WAY OR 12' STRIP FOOTING PER L'-TAIL 16 /DI �FP 30•>`30 " MAT FOOTING ON SOLID SUBSTRATE W/ 2 •4 EJ.R EACH WAT OR '5' STRIP FOOTING PER DETAIL 16/V1 36'X36'X12' M.` T FooTING ON SOLID SUBSTRATE (2) •4 BAR E. '«+ WAY STUB STEEL :2' INTJ SLAB . 12'oc FLOOR JOIST SEE DIv LI SHEET A -1 4x8 BEAM LINE.sOLID BLOCKING BETWEEN JOIST OVER SUPPORT SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING TNRU JOIST SYSTEM TO PRO' /IDE SAME AREA OF BEAM SUPPORT AS AE OVE AND BELOW SEE DIV 6 SHEET A - MIN. 1' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' C IAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE 0 POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN y POINT LOAD TRANSFERING DOWN W. LOADING ,/?\/ HANGER POINT LOAD TRANSFERED EBT KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW 1- IORIZ(*'1T4L STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED ',UMBER _.._. EXTENT OF SHEAR WALL 1"4 PE OF SHEAR WALL T - WALL ABOVE VEZZ2Z1 WALL BELOW NQTE UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE NO1 PRO, (DEL) IN THESE DRAWINGS. 4 E CI TITLE SHEE :5) 0 a✓ 0) I� Ti) (13 a) a) a) fl C" u LO C') JOB NO.. 4 085.22 BASE PLN B ?000 -063 A2 99085_.12 m in GLAZING CALCULATION TOTAL SF OF HOME 1669 SF TOTAL SF OF GLAZING 285.02 SF TOTAL % OF GLAZING 17.1 S E IS CALCULATED 35+NG THE REQU'RET - ENTS SET FORTH THE WASHINGTION STATE ENERcey r�ODE REFER C ADDITIONAL DOGU MENTAT TO SUPPORT METHODOLOGY OF PERFORMANCE coripL IANCE Kitchen V ✓INIL 1 — 1' - I' 4' -8 V2' 4050 V EATING BAR x I / � ,' DQI ` . 1' -1' L 1 Dining CARPET 8 -3' 2' -3 II2' Patio CONIC 6068 YAC 5' - 3 I2' CP - 16 1 ( P -I2 CF Garage CONIC L It HALF WALL W/ I OPT. OPENING II 11 r 32'-0' 32'-4?' 8' -10' 3' -6 &110 OVHD DOOR 8010 Ovt-D DOOR 1 2040 1: 4' y L 4' -41/2' , 8' - 3' I,■ 4' 24' -0' 8' - 3' SYMBOLS AND LEGEND FAN:- VIRE:2T VENT TO CVTSIDE - SATIR' DelS/LAI ?" 50 " • Mt1 - KITCHEN 1210 •41 M3t4 -UI OLE NOUSE FAN CO CR'1 P1114. VT05 WHOLE HAASE Ext-t LJST FAN CONVECTED A ?4 MOOR TRIER - t21® CR1 iiw& VTO THERMOSTAT • 50' AadO✓E FLOOR I0v SMOKE DETECTOR PER UBC VAIN BATTERS SACKUP INTERCONNECTED L , T 4 "HER 'LIIOt 'J E 5 -6' A *- Family CARPE' 5'-3 1/2' -9 1/2 i rP -16 6'-10 4'-8 V2' ( P -15 T-111/2' 1016 P -4 Covered Porch CONIC 0 I/2' 6'- 11 1/2' MAIN FLOOR PLAN DoH155 2' P'EQ . $C4 ''LIJ'BFdG •• ELECTR,C AL S''STE?1 FOR UNITS 1 OER p►v. 15.96 SEE SFfLC' AI FURN A PRO • DE 6' DANE - ER FRED I L.IR NTAKE FROM OUTSIDE TC RETURN AIR PLEN.l' A' RRN.CE WIT.. `IOTOR ED FLOW DAMPERS B. PRO/ i'DE TI-EH3'"AL EXPANSION TANK AT WATER HEA C. STRAP WATER .EATER '0 FRAMP S TOE 4ND BO "Ott D. PROv! DE PRESSURE RELIEF L *E _ DE ABOVE I GENERAL PLAN NOTES FLOOR PLAN KEY NOTES ( P -I 3 (P -4 P -6 ( F ( P 8I ( P -9 ( P -10 1 F P-717 1 ( P -12 F-13 Up-I4 ( P - 15 ( P -Uo LP -h CP -18 (P -19) CP -211 (P -22 CP-23 C P -24 2 3 4 5 A S. C. D F. SE. SEE r7iER --+EET FOR ALL R.4.- NOTES A►:._; REC3PNi?£ ''Eli 3 E? ERGY AND AIR -, A OFOrr SEE D's/ r' SWEET A -, SEE 5u -LD11 EL.E ✓AT 4 FOR _44DOli1 OPERA SDK SEE 7.■ , 3 SI€E T A SEE TYPICAL •1A'ER'A•_5 LIST ON SECTION SHEET SEE . SHEET FOR ALL NOTES MID REQU'RE' - TENTS C01 ECNAN: CAL. PLL 'BIND. ANC ELECTRC4L OCC:IPAPIC'' SEFARAT "FE APF'LT' (Ir LAYER 5:8' '` F'E G.WB. TO AL_ WALLS ANC' CE:LING =- OF - sARAGE SIDE FROM FJ T IGti T 54.4E4 I'C4 WRAF F(../ =:►JL> BEAMS APPLY (2; LA` ERS TG TR..SSES ANL: 1%)! F_COR .■01ST 5EE Div 0: ° Si-CET A -I 1 3.8' MIN SOL 'D CORE 7001E Ur!k 5-.ELF OLOSER. TO SE TIGI• c 1 ING SEE D / . OUP?. 5 SHEET .4- STAIR 4SSEME3-' NOTES: PE:? :B:. SECTION 1003 HEAD MIL E • -8' JUi: TH P- C\ 3' -0'. TREAC S DEPTH RiSER� HANITkAIL MIN 34' TO MA.r 38' = +BO-YE NOSING. HANDRAIL Y.?' MIN. TO 2' ' AX :ROSS SECTION DIMFNSIONI AND 11/'' MIN / LEAR FROI"' WALL RETURN RAIL ENDS. INSTALL FIRE BLOCKING 4' 5'2INGERS Tor AND BOTTOM ANC ADJACENT !:ALL, S: CJYER USABLE SPACE UNDER STAIR W/ 5 TYPE 'x' GAB. LAYERS 9 CEILING AP, 45 .Nett a BALUSTERS SHALL BE 3,-,CEO W/ LESS TI-44 4' BETUEEN SALUSTER`= DIY- 0100 2.6 SHEET A- :. SAFETY GLAZING PER USC SECTION 240., .UINDOWS WITHIN '8' OF FLOOR B. WINDOWS WITHIN A 24' AR ; OF DO C. WINDOWS AT TUBS AND SHOWER_° D GLA<'!NG IN DO ORS E. WiT4 -iIN 3TAIRIJELLS F. WITHIN 5 OF TOP OR s' - r - ' OF STAIR SEE Di'v. 088000 SHEET A- EGRESE WINDOW PER UBC SEA' TION 310.4 SEE DIV. 08600 SHEET 4 -1 KsN+'ERS FOR 3A , FIRED 4PPLIANCE5 I', GARAGE TO BE 8' MIN, ABOVE TOP OF SLAB SEE DIv. 15 :SHEET. A -I COVER AUALL5 ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO T0 ABOVE DRAIN INLETS SEE Div . 09250 3i -4EE' = _ LAYERS OF FLOOR SHEATHING OVER FRAYING MAX. RISER WITH kr MIN RUN IF MORE THAN r3 RISEN^ HANDRA REQUIRED PER UBC. SECTION 1006 SHEET A -I 18 CRAWL SPACE ACCESS. INSULATE AND WEATHER S TRIP. SEE Iv. 01002.2 SHEET A -I 22'x30' ATTIC SFACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND HEATHER STRIP SEE DIV 01002: SHEET A FLOOR MA BREAK LINE WALT. LINE ABOVE WALL L'NE BELOW FIREPLAc-T ASSEMSL NOTES: A DIRECT VEN F!REPLACES, INSTALL PER MFC SPECIFICATIONS. SHALL CONFORM" UBC REQUIREMENTS. SEE Div 0i; 2 z3 SHEET A -! B. ZERO CLEAR. -VCE FIREPLACES SHALL CONFORI` T, uc C REQUIREMENTS. SEE DI, 0 +002.8 = +-MEET A -I C. HEARTH SHA CONFORM TO UBC REQUIREMENT SEE Div 01002.8 AND 9 SHEET A -I D. 5/8' TYPE 'y" GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS. 3' DIAMETER STEEL POST 342' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 3(c' ABOVE STAIR NOSINGS 'B' VENT FOR MECHANICAL !' CLEARANCE ALL SIDES PER USC SEE DIV. 15 SHEET A - PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R- 9 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 927 SF UPPER FLOOR . 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK I PATIO 124 SF SQUARE FOOTAcsE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS • y z 1~y GD Co Lc) CIS I"-- cis. X 0 LL n C —. C C) 9 > co V > ,_ D (0 N L. i`t 4.1 n TritE 1 1 (13 NO 9 )08522 BASE PLN B2000 -063 SHEE A3 990 85. 22 r FUR DOWN CEILING FOR NY4C 6 F -8 ALL FLOOR JOIST ARE II-1/0 TM PRC 150 s AT 1S2' oc VER.FY W/ MFG LAYOUT SEE Div. 06.100 STAR' FR.�."'IING HERE} \\ 4x12 DF•2 - e+- 5 -IN -I/2' 0SL - _IL _IL JL JLJL if if if if if if if if BEARING W14L� 4x12 DF•2 r 4x12 DP2 U - ---�s� 11 i "-2x 4 LEDGER AT BOTTOM CI.ORD NOTGH @oTTC cActiv r CF TRUSS TAIT ON LEDGER N I N I I i 4x12 1 4x12 DF'' I- •QO DF4 6 I A 1 I 4x! -- ()PT - 3 /4'xiI V8' LSL L JL 11 J �� F - I I s Mit ID 2x LEDCIER 1ROOF LINE (F-10 ) 9 4- 4x DP2 _ _112 } UPPERFL OOR/LOWER ROOF FRAMING PLAN Q — CANTILEVERED FLOOR JOISTS 2r1, RAFTERS w/ 2x4 CEILIJG JOISTS 2x6 RAFTERS w/ 2x4 CEILING JOISTS J I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -6 F -8 F -9 ( F -1 ) ( F -14 r:o(f5 1 SEE £R S►EET FOR ALL GENERA.' NOTES ANC RE OUALF 2 SEE TYPICA MATERIALS LIST p SECTION SWEET 3. SEE CC . ERS►•EFT FOR AL NOTES ANA S REC1J RENEITS CONCER+INCs I EG.dA►: :C.41 F JMEIN , AkV ELECTRC:.L 4 TRUSS DESIGN eY MANtF TRUSS "LAN SHOIN IS FOR Csa1ERAr LATCIIIJT OILY SEE D. I. 6100 SWEET A -t - TR3_15S LOADMG SEE D'v. 00007 SLEET 4 -: - TR:J55 SPAN FER F_OOR FLANS - 'RUSS '''"""PE PER POOP FFcA^1INC. PLAN 5" ROOF FRAI 1•4 Cs 5F'ACNCs 24' o ..NO 6 RCCF F! - CF+- EYTER!OR PER _,. EvATION 'ER'OR PER SEC '! P.-:FTER - AIL 2x.. .'EQ.F`' 8 ROOF TAIL AND RA KE OVERJ -TANG r'ER ROOF PLAN 9. ALL - FADERS ARE 4, FR; ✓IDE TR ^"!'''ER UD .JF - C 4' -0' SPAN. ANG ? ) 7121?-11-.ER S -, 3 0/ER -0' UN_O SEE D'v. 06100 SHEE c A -I BACK FRAM.INS 4'M 5; , ; AREA A5 REQUIRE-^. IC. A _ k ' FOR N VAC DUCTING. SEE D' ✓J5 E -cE A -1 RAKED P- 'Y OF LOWER RCAF F 4MI. - E-MBE SuPGOR' NG UPPER .Qc$: FRAMING- '✓!EMBERS ALIGN EDGE OF JOIST WIT;✓ S AGE OF TALL ALIGN INSIDE FACE OF BEA WiTl'4 OUTSIDE FACE OF WALL UPSET - SOTTO BEAM EvEE BOT'Cr' OF JJIST ANC TOP OF BEAM EfTENCS 'JP 4r:C ✓E . OISTS TOP OF BEAN 15 F - ;L'' -. 5,01 :F JOIST WITH NC TOP ELATE CU' ADJ »CE \T FRAMING MEMBERS 'NTC BEAM FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE DI'✓ 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06i00 SHEET 4 -1 SEE ELEvAT{ONS ANC SECTIONS FOR PLATE HEIG■T PRESSURE BLOCKING SEE DIv. 0610 SHEET 4 -I FLUSH - SOTTO!' OF BEAM EVEN W BOTTOM OF JOISTS TOP OF BEAM FLUSH '11 TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOR OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR =VAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 CVERFR4MiNG s 24' 00 ( F_IS i 2X6 CEILING JOISTS 4 24' 00 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING R POINT LOAD TRANSFERING DOWN i ��� cP �Q POINT LOAD TRANSFERING DOWN W LOADING LQ /0 HOLD DOWN WITH SIZE DESIGNATION Stxx HANGER POINT LOAD TRANSFEREE BY KICKER vERT'C.AL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATE BEAM CALCULATION WITH INDEXED NUMESER EXTENT OF SHEAR WALL TY PE OF SHEAR WALL t-:-T:----1- WALL ABOVE 1=21 WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROvIDED IN THESE DRAWINGS . • TITLE I- 4 t8 NO - Wig= 522 B ASE PLN B2000 -063 SHEET A4 99085. 22 - -� M" 2 „ 0 • • I 5'-0 B - 0' - E40 /— 5 -0' 16 -V' X 8' -0' 5046 WALL LINE BELOW ROOF LINE BELOW 32' -0' 14' -0' 32'-0' 1 FAN,- DIRECT vEe Tv a.T•DE -5A ►RO S'LA1 '' 50 :ITT ••1Yi .1(rTCC.IEN rG '" -41.14 LE 6- Guff FAN i +C CFI '111 Are $ LE «+OUSE Ex•4AJST FAN CONNECTED A 24 wOuR T IMER - 100 CP.' `1P& 1T0 THERMOSTAT • 54y App, q it :4 I•-0t 2 " ER TC 11 -.C_E '-.A:SE FAN - r -I' SYMBOLS AND LEGEND '10% SMG1(E DETECTOR PER WITN BATTER'`' BACKUP PNTERCCNNESTED b -8 I/2' 8 %0' UPPER FLOOR PLAN r•EC•.ANICaL P.- 4184.4G AND ELECT 'A 5"STEr FOR .J'r°T$. PER DV - 15 SEE SHEET A A PRO ACE 6' •At FRESr+ 4'R NTAKE FRlG OL.T5IDE TO RE',AIRN 4 ,R P_�E*ai" RJR . R1.ACE w w B" PROv'DE 1'►ERt'.4L EXPAN54oN TANK A iuATER 4EA'ER C STRAP tu.4TER HEATER 'O FRA-I NG TOR' 4NC D PROv E PRFSypRE RELIEF LINE F a I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I rF- i P -2 l P - P - i ) P -g ( c P -13 ) (P -14 P -15 P -18 L SEE C:. :ER - 6-€E - FOR ALL GENERA_ 'COTE 2 ENEs .c• AND ANF t.AIL•T1 : FOR' 4 SEE C•v r, 5+-EET A -' 3 SEE Bu LDMG E:.E vA-,ON FLR .LAND Ow OPERATION SEE D. ✓ a SNCET A- 4 SEE TYPAL MATERIA LIST ON SECT!ONf SHEET 5 SEE COVER 5-EET FOR ALL HOTS AND REGd.•RET - ENT5 CO VG "�E' ;I»ANICAL. ° L11B!h6. AND ELECTR:CA:. OCCuFANC+' SEF ARA' :ON AP°L` LAYER 5 'e' '`'°E 'x' . $. 'C ALL wA_LS ANC CEIL `v:s3 CF GARAGE 5:DE FR'C" FG'1N7A . SiL EAT -+IN JF2AF POST AND SEAM'S APL" - LAYERS 'O TRUSSES ANC T F_COR ,019' SEE 7--; ... 01002 = 51-SEE' A ' 3.8' D CORE '0OFC -.+ SELF CLOSER TO SE ':&-' =' !N's SEE .7 z" :! 5-+EE A- BTA■R ASSE`9E_ NOTE PER ,.BC SECT. iON i003 A - iE ",;n; t;AD-, ^^ i4 e B TL.L� n9'' Ml�t DE;'Ti• Rt5' E1 53 ^ .1T. !- -I.-C A:L I"+IN 34' 'C MAX 38' ABOVE TREAD NOS N6 I-IANDRA'_ ' 1.2' M TC 2' MAX CROSS SECTION DrIENSON 4 ' Mlt� CLEAR FRO! -! . AL_ RETURN RA- F" )5 C INSTAL_ FIRE BLOCKING AT STRINGER` TOP LND 5O'TOI" AND AD E. CG /ER J5LBLE SPACE 1NDEQ STA F 5 a' TYPE 'X' G..LL. 2) LAYERS • CE'L!N L, F. MTERMED'ATE BALUSTERS S++4LL �E SPACE:: W' LESS THAN 4' BETtJEEN E?ALUS f SEE �'v. 01002b SHEET . -. SAFETY GLAZ "'NG PER JSC SECT n. 24aE A ..WINDOWS i'HiN 18' OF FLOOR B - uiNDOI:Jv WITHIN A 24' ARC OF DC--ORS C. 'WINDOWS AT T JB5 AND SHCWERS D. GLAZING 'N DOORS E. WITHIN STAIRJE-LS F. Wm;!N 5' CF 'OP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -' EGRESS J1NCOW PER UBC SECTION 310.4 SEE : ✓ 086.02 SHEET A -' IGNITERS FOR GAS FIRED APPLIANCES :N GARAGE TO BE 18' MIN. ABOVE TOP OF SLAB. SEE Div B SHEET A COVER WALLS ADJACENT TO TUBS AN D BROILERS ',WITH NON - ABSORBENT MATERIAL TC 10' G ABOVE DRO;N INLETS. SEE DIv. 0 9250 5+-IEE' A A` ERS JF FLOOR SHEATHING OVER FRAMI 8' MAX. RISER ;L'TR 10' YIIN. RUN IF MORE Tr-iAN ( 3) RISERS HANDRA'L REQUIRED PER UBC SEC' ! Q. 06 R' A - 18'x: CRAUJL S' ACCES . INSULATE AND WEA STRIP SEED v. 010022 SHEET A -! 22'x30' ATTIC SPACE ACCESS uJ/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE D'v 01002.1 SHEET A -1 FLOOR " BREAK LINE 'UALL LINE ABOVE WA.'_ LINE BELOW FIREF_.ACE ASSEMBLY NOTES: A. DIRT VENT FIREPLACES. INSTALL PER MFG SPECIFICATIONS. 54-4ALL CO'FCR -' 'O UBC REQUIREMENTS. SEE 010028 S+4EET A -I ZERO C•Lt4RANCE FIREPLACES SHALL CONFORM ^ UBC REQUIREMENTS. 08 H C. H D SHA 2 CONFO rd"' EET A -I TO UBC REQUIREMENT. SEE Div- 010028 AND 9 SHEET A -I D. S /8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF Si-IEATHING. SEE SITE PLAN FOR EXTENT OF WALKS ANC DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL °ER UBC 5092 A. AT STAIRS SLOPES AT 36' ABO/E STAIR NOSINGS. 'B' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE DIv 15 54-IEET A -! PLANT 544ELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATE: MAKE UP AIR 2x6 STUDS W/ R -' + INSULATION MIN l55' • z a w '4 W w Cw o Z fT p Owl Q .4 0 Ef W I- O U co Cn Cri 4 TITLE ,.k - )B NO 9')085.22 BASE PLN B2000 -063 SHEEN A5 99085.22 M Y 2 2 ?Hi I ` 5 ii2' i (jam ,11; 3' 1 P -5 i ( P -5 � M. Bdrm. CARPET C ' 61 `Y` 5-6' X l' -0 1/2' , 3' I II Bdrm CARPET \ , SC -6 !''1 12' -5 1/2' I #3 T .. ..,11 1 � 74-- ' �C g{0 1 `i � 4 M. Bath RHS a 9 W.I.C. CARPET CARPE; ; s` ,: 1 � 1= I r 1 3' -10' SD Bdrm #2 CARPET ; CARPET i P II: j )( 1 0V09 24 t L li ( P -5 ' 5' -3 1/2' : -3 1/2' -11i -2' i• -a "2; 3' ✓TCS 0 `" DN S 14R - -6' 5@ BP l' -2' VOL 2949 `- OVAL TUE 1 J w A '!� i- -- il , v I I I� PLANT SI rELF �'- l - , ' ,01 ,U 2/50 I ( j ti,, Open Below 0 Beth VitoL j I 2 I r io in ;' IC-6 1/2' 1:7? I 2� , 3' -0' 4' -5 1/2' z 3' -3 I/2' - 3030 , 4' -8 I/2' Bonus Rm. CARPET - X , r� L J L __ in 1 1 � , 5046 • • I 5'-0 B - 0' - E40 /— 5 -0' 16 -V' X 8' -0' 5046 WALL LINE BELOW ROOF LINE BELOW 32' -0' 14' -0' 32'-0' 1 FAN,- DIRECT vEe Tv a.T•DE -5A ►RO S'LA1 '' 50 :ITT ••1Yi .1(rTCC.IEN rG '" -41.14 LE 6- Guff FAN i +C CFI '111 Are $ LE «+OUSE Ex•4AJST FAN CONNECTED A 24 wOuR T IMER - 100 CP.' `1P& 1T0 THERMOSTAT • 54y App, q it :4 I•-0t 2 " ER TC 11 -.C_E '-.A:SE FAN - r -I' SYMBOLS AND LEGEND '10% SMG1(E DETECTOR PER WITN BATTER'`' BACKUP PNTERCCNNESTED b -8 I/2' 8 %0' UPPER FLOOR PLAN r•EC•.ANICaL P.- 4184.4G AND ELECT 'A 5"STEr FOR .J'r°T$. PER DV - 15 SEE SHEET A A PRO ACE 6' •At FRESr+ 4'R NTAKE FRlG OL.T5IDE TO RE',AIRN 4 ,R P_�E*ai" RJR . R1.ACE w w B" PROv'DE 1'►ERt'.4L EXPAN54oN TANK A iuATER 4EA'ER C STRAP tu.4TER HEATER 'O FRA-I NG TOR' 4NC D PROv E PRFSypRE RELIEF LINE F a I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I rF- i P -2 l P - P - i ) P -g ( c P -13 ) (P -14 P -15 P -18 L SEE C:. :ER - 6-€E - FOR ALL GENERA_ 'COTE 2 ENEs .c• AND ANF t.AIL•T1 : FOR' 4 SEE C•v r, 5+-EET A -' 3 SEE Bu LDMG E:.E vA-,ON FLR .LAND Ow OPERATION SEE D. ✓ a SNCET A- 4 SEE TYPAL MATERIA LIST ON SECT!ONf SHEET 5 SEE COVER 5-EET FOR ALL HOTS AND REGd.•RET - ENT5 CO VG "�E' ;I»ANICAL. ° L11B!h6. AND ELECTR:CA:. OCCuFANC+' SEF ARA' :ON AP°L` LAYER 5 'e' '`'°E 'x' . $. 'C ALL wA_LS ANC CEIL `v:s3 CF GARAGE 5:DE FR'C" FG'1N7A . SiL EAT -+IN JF2AF POST AND SEAM'S APL" - LAYERS 'O TRUSSES ANC T F_COR ,019' SEE 7--; ... 01002 = 51-SEE' A ' 3.8' D CORE '0OFC -.+ SELF CLOSER TO SE ':&-' =' !N's SEE .7 z" :! 5-+EE A- BTA■R ASSE`9E_ NOTE PER ,.BC SECT. iON i003 A - iE ",;n; t;AD-, ^^ i4 e B TL.L� n9'' Ml�t DE;'Ti• Rt5' E1 53 ^ .1T. !- -I.-C A:L I"+IN 34' 'C MAX 38' ABOVE TREAD NOS N6 I-IANDRA'_ ' 1.2' M TC 2' MAX CROSS SECTION DrIENSON 4 ' Mlt� CLEAR FRO! -! . AL_ RETURN RA- F" )5 C INSTAL_ FIRE BLOCKING AT STRINGER` TOP LND 5O'TOI" AND AD E. CG /ER J5LBLE SPACE 1NDEQ STA F 5 a' TYPE 'X' G..LL. 2) LAYERS • CE'L!N L, F. MTERMED'ATE BALUSTERS S++4LL �E SPACE:: W' LESS THAN 4' BETtJEEN E?ALUS f SEE �'v. 01002b SHEET . -. SAFETY GLAZ "'NG PER JSC SECT n. 24aE A ..WINDOWS i'HiN 18' OF FLOOR B - uiNDOI:Jv WITHIN A 24' ARC OF DC--ORS C. 'WINDOWS AT T JB5 AND SHCWERS D. GLAZING 'N DOORS E. WITHIN STAIRJE-LS F. Wm;!N 5' CF 'OP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -' EGRESS J1NCOW PER UBC SECTION 310.4 SEE : ✓ 086.02 SHEET A -' IGNITERS FOR GAS FIRED APPLIANCES :N GARAGE TO BE 18' MIN. ABOVE TOP OF SLAB. SEE Div B SHEET A COVER WALLS ADJACENT TO TUBS AN D BROILERS ',WITH NON - ABSORBENT MATERIAL TC 10' G ABOVE DRO;N INLETS. SEE DIv. 0 9250 5+-IEE' A A` ERS JF FLOOR SHEATHING OVER FRAMI 8' MAX. RISER ;L'TR 10' YIIN. RUN IF MORE Tr-iAN ( 3) RISERS HANDRA'L REQUIRED PER UBC SEC' ! Q. 06 R' A - 18'x: CRAUJL S' ACCES . INSULATE AND WEA STRIP SEED v. 010022 SHEET A -! 22'x30' ATTIC SPACE ACCESS uJ/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE D'v 01002.1 SHEET A -1 FLOOR " BREAK LINE 'UALL LINE ABOVE WA.'_ LINE BELOW FIREF_.ACE ASSEMBLY NOTES: A. DIRT VENT FIREPLACES. INSTALL PER MFG SPECIFICATIONS. 54-4ALL CO'FCR -' 'O UBC REQUIREMENTS. SEE 010028 S+4EET A -I ZERO C•Lt4RANCE FIREPLACES SHALL CONFORM ^ UBC REQUIREMENTS. 08 H C. H D SHA 2 CONFO rd"' EET A -I TO UBC REQUIREMENT. SEE Div- 010028 AND 9 SHEET A -I D. S /8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF Si-IEATHING. SEE SITE PLAN FOR EXTENT OF WALKS ANC DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL °ER UBC 5092 A. AT STAIRS SLOPES AT 36' ABO/E STAIR NOSINGS. 'B' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE DIv 15 54-IEET A -! PLANT 544ELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATE: MAKE UP AIR 2x6 STUDS W/ R -' + INSULATION MIN l55' • z a w '4 W w Cw o Z fT p Owl Q .4 0 Ef W I- O U co Cn Cri 4 TITLE ,.k - )B NO 9')085.22 BASE PLN B2000 -063 SHEEN A5 99085.22 M Y 2 2 ?Hi I ` ROOF VENT CALCULATION BASED LAI 3 2-V7 HOLES PER VENT BLOCK ROOF vENT CALC'• BASED ON ..IBC SECTION 15053 TOTAL ROOF AREA 1254 5F/300 .418 SF OF vENT AREA REQ 50 % AT EAVE • 209 SF REQUIRED 50 % • 36' (MIN) ABOVE EA ,°_ - 209 SF REQUIRED 3 ROOF JACKS AT 50 SQ. IN.: ACH_150 SQ. IN.= 1Q4 SF 62 LF. OF EA VE vENTS AT 5, SQ •I /LF • 3224 SQ. IN. =224 SF GABLE END vENTS AT 12 x2.1____ . 335.5 Sa IN. =025 SF -1 Q__ GABLE END VENTS AT 0_______.0_____ • 0.0 SQ. IN. =000 5F j GABLE END VENTS AT 24 DIA. .116.0 SQ. IN. =$1 SF - _ _ I TOTAL VENTS PROVIDED ROOF JACKS • 104 SF EAVE VENTS . 224 csp GABLE END VENTS • 105 SF TOTAL SF OF VENTS PROVIDED _ 433 SF _ • AREA '1A BE I/300 F A VAPOR RETARDER 13 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 5053.2 • EFFECTIVE VENT AREA BASED CN A 30% REDUCTION DUE TO ` 4' MESH I D 4 L 55€5 • 24'oc - - - -- STUDDED COMMON TRUSS 2x LEDGER • ROM NE GABLE END 'R1156 WALL LINE BELOW ROOF LINE BELOW D2 J r I L JJ ROOF LINE BELOW UPPER ROOF FRAMING PLAN w J I GENERAL FRAMING NOTES I L SEE r.'' /ER SHEET _ GENERA_ NOTEv AND REQL'RE ENTS 2. BEE T ":,'ERALS LIST ON SECT ON SHEE' 3. SEE SC rERS4EE' FOR A._ 40'ES AND REQL'IRE"ENTS CONDERNNG mECHANICAL. PLU' AND ELECTR S! . 4 T>@.55 DE5V, iN BY ""AA&F 'RiSS PLAN 544OWN 15 FOR GENERAL .AN'CUT ONLY BEE 6000 5( A- - TRLSS _ GAC NIG SEE Dtv 0im0P - A SSE 4 -' - TRLASS SjDAN PER FLOOR PANS - TQLS8 • r PER ROOF F+F.4 f iN o AN 5 ROOF FRL Rr7 5PAC 24' GL .N^C 6 ROOF P a+- ExTER :OR PER E_EVATiON INTERIOR PER SECTION. 't. RAFTER TA _ 2.4 vERRT -- 0 ROOF TA; AND F.+KE O vERHANG PER ROOF °LA�L 9. 4__ HEA E! ARE z...10 DF PROVIDE ; ' TR "-DER ',TLC ' 4 -0' SPAN ANC 2' TR0^•1ER c'.L5 O /ER -0' UltO. SEE O v 06100 SHEET I FRAMING PLAN KEYNOTES - 1 ( = -2 ( F -4 1 r F -5 F -i7 l ? ) ( F -II ) ( F -12 ( F -13 j (( F- i4 ( F- I5 ,I BACK s ANT 5,7= - AREA AS REQUIRED TJ A.__i J t=oHI'/AC D'_CTINCs. SEE . D' V'S RAKED cJNY is AL_ ON - OP OF LOWER ROOF FRAMING - iEMBEI SJPPOPTING UPPER AaDOF FQAMING "'EMBERS ALIGN EDGE OF JOIST W'T+- FACE OF WALL ALiCsN 'NS!DE FACE OF BEA- w'TI1 OUTSIDE FACE OF :.;AL- U"SD' - BOTTOM OF BEAM E'EN ili BO'T. "'I OF .01ST AND TOP OF BEAT" EXTENDS UP L.B;VE JOISTS TOP OF SEA"' FLuSF+ Jt''+ BOTTOM OF JOIST '.:.'(T1. NC TOP °LATE. CUT AD AGENT FRAMING ME! INTO BEAm FoR ADEQUATE SUPFOR' ATTIC SPACE VENT SEE CALCULATION SEE DI ✓ 01002 SHEET A_ FLOOR - OtST - SEE SCHEDULE DWG. SEE Div. 06100 SHEET A SEE ELEVA"ONS AND SECTIONS FOR !FL 4 HE Csl T PRESSURE BLOCKING SEE Div. 06 '0,0 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN w/ BOTTOM OF JOISTS TOP OF BEAM FLUS+a :L TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEA"1 5' BELOW TOP OF JOIST TO ALLOW FOR HvAG OVER BEA' AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OvERFRA - 111%G • 24' 00 2X6 CEILING JCiSTS • 24' OC SYMBOLS & LEGEND r POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE w ' LOADING ® POINT LOAD TRANSFERNG DOWN Q� P� POINT LOAD TRANSFERING DOWN W/ LOADING jP� Q HANGER POINT LOAD tRANSFERE _ e'• KICKER Q P � Qv HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx WORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES !SEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL t'-'. WALL ABOVE 0E2= WALL BELOW NOTE. UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. z TIRE B NO . 9908522 BASE PLN B2000 -063 SHEE O aD C) CO Co C0 LO CV X C= L O _ A6 99085,22 -- • L N 0 LO 12 4 f - 12 C1 C Gu4GABLE Bc 11 \ -b• 410 SCIN a - �. SIDE ELEVATION REAR ELEVATION SIDE ELEVATION TOP OF PLATE ,L)k I4DR NGT 4 812 -b' «4ORZ SIDING - L_ • QI a 7 UFFER FLOOR �4 TOP OF PLATE WIN NDR NGT A c 0 _' I ,O MAIN FLOOR S \ ROOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPER: (DIV. 7) SHEATHING (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) FRAMING: DIV. 6) INSULATION: (DP/. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DPI. 9) SUBFLOOR: (DP/. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: 1/2' GWB Tx3 . Tax90ARD o v8 TM a kb & • •' ?E5 •24' 12'44' GABLE DC Ver $. S.•IITTEZi - TYP 2x6 TRIM SNNGLE SIDNG TYPICAL BUILDING MATERIALS SHINGLES (DIV. 010005) 30# BUILDING PAPER 1x4 SKIP SHEATHING SOLID AT EAVES &1 U2' ELSEWHERE PER PLAN R -30 BLOWN -IN 1/2' RE -SAWN PLYWOOD 5/8• GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) WOOD SIDING (DIV. 01003) BUILDING WRAP. (DIV. 7) 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL 2x4 STUDS AT R -I3 BATT W/ INTEGRAL VAPOR BARRIER FINISH PER PLANS (DIV. 010031 3/4' Tad (PLYWD, COMPLY, OR EQ.) PER PLANS R•19 BATT U2' RE -SAWN PLYWOOD HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x8 UNO ; T i r 7 Fr 1 I 5 - -, - r! !iii /1111111 :I , lain I Ni�nii t iiimi111I1 II1IIIIIII11li ' II�t1Iiul11 111IIlIl1IIi1NI 111 Ili' IIIftt1I1I1uilII1 #IN1I1/111IIltu1I1111i1 I , 1 . [ ltn111111i1i111iiil1lilillii1i11 . ; _ ; ' .11111111111111111111111111111111I _ I _ 1111I1IIN t1II111HIIi111I L i ' �111111I11 III1IIuI/111 11uI lilii■IgilillliliifIiill 1 �I11 I1uII l II/I11I Ill lilt i '--_ I� i iiililililliiiui1liiilill `r I: • _ 1111111111111111111111111 U u u u 1 nu 4 11 lionlissumniu111 I I 11 ., I' T Iilnifl1/11nuII/Ii1/I/1U�if lll/� iu mIi1111u111 r . io TOP OF PLATE AT PORCH y MAIN FLOOR 11 51M. 4 Y DI A D1 A DI FRONT ELEVATION Entry! STAIRS MEYOND FLOOR JOISTS PER PLAN Crawl Space BUILDING SECTION A Family TOP O< PLATE H 6' l-1ORZ SIDING 2 4 ;., ; ORNEfR QA - T'">: 2)6 TRII 1IIin1I1i1H/.i lmnimnll[tlil UPPER •«‘R L 1111! ' TOP PLATE MO -G. D0H 5S SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION 12' 5Q ROUGP 3AIJ PLYWC ✓ COL LM 2x4 TRIM 2x6 TRIM S' 3a BASE oil SWINDLE SID•G MAN FLOOR Z 'OF ."F PLATE UPPER FLOOR TOP CF PLATE MAN FLOO DIADI gicc TIT LE SHEE' O CO 0) A7 CO CO CO L0 C J X LL 0 N CO L C ) LO CV TrrLE .IOB NO 9908, 2 BASE PLN B2000-063 ! 99085.22 -- MAY 1• H)L ' r Co Co CO cD cD cc LU C') *4 C\I (s _J r to eo FINIS. GRADE SLAP T tot [VT- > TOP CP FT • , 3/4"=/-0 NOTE. BASEMENT SLAB MST BE IN PLACE PRIOR TC LL BACKPL,.. NG OF wALL. NO INSuLATON BETV,E.EN BASEMENT 51..A e aNc STET UJALL. TOP OF SLAB V 6)1 10 1 >, OF FT'S / , / a' "-r- 9 , , ,FOUNDATION DETAIL 3/4'=-•-0' FOUNDATION DETAIL ;1 2x I-I 2 CLEAR 2' CLEAR - 1•4 ,000 at ATE &APAGIE .7.%3OR -C•2 'SE RIM cLA goa NA& S.1EA".406 - 0 %M.5 • 3' O • SAR : cu. 5.4• SCHED - 2 244 5 S.10.6 4 id W.$4.5 • 3' CC. '0 EACH STZ at° Oh. SaR SCAM at bo 6.4-5 • 3' 00 • P_TS STUD5 ../40 • SHR 2 2,4 AT ANY SHEATHING JOINT ▪ C5E SHEATHING - Itod ST.C.:4 STRAP T 5_ ANCHOR N.A1' L TC ECAJC FOR. Be:, .P AFTER SACWTE D.-RES USE 38-11,cuC Nuw..S EACH UNC 2-2)(4 ATES NA.L SHTG TO EA P_ATE 1 FTEED(' %FN. T LINO. A SA W AL_ SO-ED APA LATERAL RESTRAINT PANEL vo00-06,00-12 .4 :AR • - OP 04 'ER BAR • '1' oc, FULL HEiC.:1 OF WALL (Dv 3 SHEET 4. .4 /ER" eAR oc SHEET A- • . itmaremffigimm E-101110111115.111 Iffill E III M.1111E111 - 111111 * 111111 - 11-,1 STEPPED FOUNDATION DETAIL N.T.S. 5 AB W 1 2'X2')(3•16' SQ STEEL °LATE W45.-ERS • 4 -0' OC, 7.`, v 3 SHEET 4- ExCEPT AS NOTED ON 54-EAR:ALL 5C-IEDJLE MIN EmBEC DAMP PROOFING DIv 5 Al) ▪ HOR: BAR C' cc l'-b' OVERLAP mIN) (Dv 3 SHEET A TTL NE - -- 4' PE: FT DRAN W/FiLTER IN 24' GRA/EL BED (Dv.: SHEET A-1. (4).4 5AR CONT. (Div. 3 SHEET A-!) SOLIL SUBSTRATE 4• CAC SLAB OvER 4' ROCK OVER vAPOR BARR OR ) .4 BAR • TOP 03300 3/4' 5/•ox 0' AB al/ 2x2*X3 5.0 STEEL PLATE WASHERS I 00 ;DIV 3 SHEET 4- ExCEPT AS NOTED A SHEARIALL SCI-EDULE l' MIN EMBED '4 vERT. BAR • C' oc, FULL HEIGHT (DIV 3 5-EE T A-)' 5 VERT .J-BAR e 5' oc (Dv. 3 SHEET A-)) BAR * oc ( DIV. 3 SHEET .4 BAR *12' oc (DIv. 3 SHEET A-) -- -- DAMP PROOFING Div 1 SLIT Al) 2' CLEAR (5-.°4 BAR C.0.41" (Div. 3 SHEET A- ) ; 50L ) D SUBSTRATE 4' CAC SLAB OVER 4' ROCK OVER /APOR BARRIOR ADD BAW. MATCH REINFORCING PER PLANE ° LINE OF EXCAvATION 03300-00000-26 CRIPPLE WALL c FOUNDATION 3/4*=T-0' J \ CRIPPLE WALL FOUNDATION er+ -- PER PLAN (2) CONT .4 BAR TYP ,_00R FRAMING I.ER PLAN (Dv 6 SHEET A-,) - 'VP PLaX 9R4041•6 PEOR :Dv • S4E.S" A-0 SCAB TOGETHER w/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE -- POST PER PLAN OVER - NERvESTRAL CONT FOOTING PER I.LAN MAT FOOTING PER PLAN TNT E. 'MC* CC:66'0-C " Cod PER 'LAN •Dev 6 SHEET .6-v LOCA SaEATN•6 .01•T Catra4 'EMIR LOCATE Si.E.A JOINT • , iErieER CPPPLE P•_AN - SEE FOtt4DAT1ON DETAIL'S) P_OOR PRAMN6 PER PLAN (DI, b SHEET A-1, 0100 TYP ExTERIOR WALL CONSTRuC" ;ON PER PLAN (D'v b A-U RfM BOARD A35 RAMSET TO FOOTING FOR POSITIVE - CONNECTION PER JURISDICTIONAL REQUIREMENTS CRIPPLE WALL PER PLAN :ark G. MN STUD LENGTH OF PER UBC SEC 23201I5 (Dv 6 SI-EET A- -- SEE FOUNDATION DETAIL(5) RIM BOARD 06100 _Ti TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. b SWEET A-)) TYP FLOOR FRAMING PER PLAN (Dv. b SWEET A-I, SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT • Cal MEMBER lx3 I CAT SOFFIT VENT I/2' RESALLN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATIA DETAILS CANTILEVER FRM'G AT FOUNDATION 3/4'4-0' 00100-03300-02_TJ1 A FOUNDATION DETAIL 3/4'4-0' a 1 - 3 1/2' -' FOUNDATION DETAIL t 3/4•=1-0' MiTIIITAIITAI MIT vARIE5 FURRING DETAIL DETAIL 3/4'=T-0' 4 a .10 TIll 6 POST/FOOTING CONNECTION SLAB 3/4 06100-03300-10 Ti 3/4.4.0. STEM WALL SEE FakIDATION DETAILS 8.5i/1-DING PAPER HOCKED, EC mASONR' /EWER TIE TO PRA NG Ev 2 SQ FT (Dv 4 Sreet AI; MASONV ,ENEER COMMON MEMBER RIM BOAI FURRIN( WALL I A'"g SPACE SEE FOUNDATION DETAILS 03300-00000-18 EXTERIOR WAL.. CONSNUCTICN PER PLAN , DIv b S-EE" 44) r AIR SPACE CC.:NT FLASH66 AIIEEF -IDLES • • OC TREA'Er. 'IJC SILL 'Dv b SEE' A-1) SEE FaNDATION DEALS I 6' N. j VERIFY us, 4 GRADE C)T NOTE THIS OPTIC". CAN NOT BE USED AT SHEAR WALLS 04200 TYP FLOOR FRA/14.4., PER PLAN (DIV_ b 51-BET A- TYP EXTERIOR WALL CONSTRUCTION PER PLAN (D)v. A. LOCATE SHEATHING JOINT I BLOCKING OR JOIST • WALL VAPOR BARRIER DAMP PROOFING (D)v 1 SHT Al SEE FOUNDATION DETAILS 06100 TYP EXTERIOR WALL CONSTRUCTION PER PLAN Div 6 SWEET A.). CCNC SLAB OVER 4' GRAVEL BED (DIV. 3 514EET A-)) TREATED ''"110 SILL (DIv b SHEET A-I) ( L_ L 5' FOUNDATION/FRAMING CONNECTION FOUNDATION DETAIL 3/4%-1-0' 03300-06100-03 3/4•=1-0" EXT. DOOR THRESHOLD DETAIL 3/4"=1-0' 06100-03300-04_TJ1 HANGER OPTION EXT. DOOR THRESHOLD DETAIL 3/4%1-0' 6 '"*P SSEET A-!) BEARING EALL. Dev SWEET A-u yr. A, e AD • • .0 o ION 3 SHEET SLAB ON GRADE FfR PLAN (OW 3 SHEET A-!) VAPOR BARRIER CAT SPREAD FIG. PER PLAN D' 3 SHEET A-:./ • 45' (2) •4 BAR C ( D1v. 3 SHEET A-u ExT DOOR AND FRAME 'Dv 8 SHEET A-:) DOOR THRESHOLD FLASHING AS REQC (Dv. 1 Si-€E T ;) NERvESTRAL FLASHING - 4' C. SLAB OR 4' GRA (Dv 4 SHEET 4.) 2:i2 TREATED TRESHOLD TRIM RIM JOIST T MU REATED D SILL (DIV. B 54-IEET vERT. RE-BAR FROM STEM WALL STUBBED INTO SLAB TYP FLOOR FRAMING PER PLAN (Dv. b SHEET A-)) FUL._ WIDTH MUD SILL HANGER PER MFG TYR FLOOR FRAMING PER PLAN (Div. 6 SHEET A ExT. DOOR AND FRAME (DIV. 8 SHEET A-I) DOOR THRESHOLD FLASHING 45 REQ'D. (DV. 1 SHEET A-) NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A-)) TREATED MUD SILL (DIV. b SHEET A I AIRSPACE TYP. .4 VERT RE-BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN TYP. FLOOR FRAMING PER PLAN (Dv. 54-BET 4-I) 06100 Ti TTP EXTERIOR WALL CONSTRUCTION PER PLAN (D)V b SHEET A-I) TREATED MUD SILL ( FRAMING/FOUNDATION CONNECTION 01000330-0 3/4"?-1-0. 0670-03300-08 Ti e z ad ito 7 3/4•=1-0* 0 L TOP DOU-E FOOTW. DOES NCT SLOE IN THIS CONDiTiON FOOT NG SPANS HOR'ZONTALLT TOP CF SLAB =F4N FAR 'Ci EN'S GRADE 2'-8' FOUNDATION DETAIL 3i4=-T--01 FRAMING PERPENDICULAR TO STEM WALL MIN 4_ -'7 2' CLEAR t.:`...4m • ir4(3 , 16' SO FIE- P° .-ATE Le.6.4 • 4 - Jr OC SHEET A • ExCE.r AS ''E . SOW - BAP c CC CORNER ▪ .^L AP ::;"? 3 SHEE •- • /ER - BAR SWF_ A6 STUB STEEL SPACING. (C.v ) SNEE 'r•- D AMFIFFCCFNIG %CET -i, 4 s7Lie STEE_ FRO FT • * OC CD-V 3 SNEE" A- • PERF FTC. ORA...Lok TEE N 24' )ILL BEE LT 2 WEE" A _ : 5RAE • BAR D 3 SHAT A-t) I 1 2 E.' CANTILEVERED RETAINING WALL 2' CLEAR TREATED MUD SILL SEE FOUNDATION DETAIL'S' 03300 7,1" AB. : x25 if:• SQ 57E_ PLATE tLASHERS • 4' e" OD Dv 3 54-EE' ExCEP AS NO A SPEARL./- S0RE:1E EMBED : 54R • BAR • '2' cse, FULL 1.IEIC.•4 T OF IUAL- (DIV A E'-€E " A- DA/1P PROOFING DIV 1 Pt-1T Al) .4 /ER' -BAR I 2 oc er:),,./ 3 S..EE • 40R:: BAR • cc OvER...AF (D:' 3S-€E A-1) • L)NE 4' PERF G DRAIN UJ,PILTER IN 24' )7:R4 VEL BED (chi : SHEET A- (4) .4 BAR CAT (Dv 3 SHEET A- SOL ID SUBSTRATE 4B. Ui, SO STEEL PLATE WASHERS * 00 (DIv. 3 SHEET A- ExCEPT I AS NOTED ON 5. SOi4EDULE 1' M)N. EMBED. 2) •4 BAR Top • 'ER T BAR * 12' oc, FULL HEIGHT OF WALL (Div 3 SHEET A ▪ vERT .-BAR • 8' oc (DI/ 3 5+-IEE' A-)) ▪ HORZ. BAR • 10' oc Ii v. 3 SHEET A-u 8 4 BAR S 2' cc (Div 3 SHEET A-)) TIGHTLINE DAMP PROOFING Div 1 SLIT Al) (4) •4 BAR C.CNT (Dv 3 SHEET A- ) 03300 SOLD SUBSTRATE 4' PER DRAIN 114-FILTER IN 24' GRAVEL BED (Div 2 SHEET 4 • TYP ExTER)OR WALL CONSTRUCTION PER PLAN (Div. SHEET A_ LOCATE SHEATHING .,OINT • COMMON MEMBER RIM BOARD TYP FLOOR FRAMING PER PLAN. (Div. 6 SHEET 4-I) 03300-00000-28 1 TYP ExTERIOR WALL CONSTRucTION. PER PLAN (DV 6 SHEET 4-1) LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • ExT WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIUSI TYP. FLOOR FRAMING PER PLAN. in 6 SHEET A-1) FRAMING/FOUNDATION DETAIL 3/4•-=1-0 06100-03300-01_TJ1 IB NO > 4- 30 w )O uj Z CL Liu 0 < <w It L.- 0 - I 0 IJJ (f) 0 di CC CD Z G. IL) w 0 LLJ z CC CD 3 OLLi a < Lu t uJ cc cp LA- .< n CL U) in 0 LL co a ° • 0 - et 0 1-- f- DC cc 0 I- CC 0 CCLOZE <Zo Z 0 0 < (./) - '0 cc Z < Z < C.120 TZ-JOU) F- < ui LLJ >0: J 7 LU w OD E - CL I-12 TITLE So CO CY) SHEET tx) ( 0 CD cc as LL 0 If) C\J (3 CO (0 021 D1 MAY 2 2 ?nil' • "I • 1 TYP. DECK CROSS SECTION �aTE. DELVE R.:_ LINEN s.., 5/ E'D DECK E_E vL' ON -5 ' C _ E S15 - ABOvE GeR.4L E 2x3 • 5 'y':'' OC : C..R :' -ST WAN. NO" TO ExCEEC 4 SOLD &ccx Cs O+/ER SUPPORT'S 5.4 x 4 TK CDR OCK AT ER .. ROID * OF ' " _ la BOLTS G* Ib• cc TYP TJI FLOOR .4:r PER A Ak4 lx PONY ..TALL 4x SEW' SIZE 'O REDUCE IA c POSTS • 2 STOR` CONDITION OR ui+EN POSTS EXCEED 4 N. LENGTH SCE 2x4 EA SIDE 2. 12' GREATER DEPTH 'HAN JOISTS) FCr)SN LANDSCAPE GRADE TOP OF PIER FLUE.. .r'Tti FIN- Sue GR.,D E : 3' BELO J FIN15+4 LANDSCAPING ON SOLID SUBSTRATE 3/4' =1-0' 06200- 06170-19_TJ FRAME OVER WALL DETAIL 3/4•=1-0' SECTION o BEAM 3/4' =1-0' 3/4' =T-O' I. HEADROOM MN 6' -8', WIDTH MN 3' -0' PER UEC 1006,15 2. TREADS 9' MIN DEPTH, RISERS 8' MAX. HEIGHT 3. HANDRAIL MIN 34' TO MAX. 38' ABOVE TREAD NOSING HANDRAIL ' MIN. TO 1' MAX CROSS SECTION DIMENSION I I I/Y MIN CLEAR FROM WALL RETURN RAIL ENDS PER UBC SEC IQ 6M[. • &'BC i' /490 Garr ma. OR R <BG".E IINLOW. lie& ' Y C& RCG• G?6'8a: 0' n OLOOCJI+G f 3.2 W «OLES at - ("GWEN SEE EiEiATICI STAIR SECTION DETAIL E•9 11P.I55 TAIL BLOCKING TYP GUTTER =ASCIA PER ELEVATIOA • TYP E ?TER4R CONSTRJC Cou FLAB* 7xv 1 SEE' J., DBL OR GIRDER 'R195 'PER PLAN) _' RC'S C'*:STRG "ION FRAI" IING PER P_AN 141 • 48' O AT OUTSIDE -ACE CP wGL- 2' MIN CLR FOR vENTE -ATION BEAm PER P•AN RAFTERS PER PLAN ix BLOCKING 2xb CURB - '-P GAO • CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 061o0-073oo -16 1 06100-07300-37 SKYLIGHT SIZE PER PAN PROVIDE FLA544ING AS RECOMMENDED BY MFG 2x4 • ROOF AND FRAMING MEMBERS TYP WALL STUDS BEYOND DEL JST BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP 1?ISE I RUN DIMENSIONS 3/4' PLYWOOD RISER 1 I/8' HARDBOARD TREAD WITH EASED NOSING 3 - 2x STRINGERS TYP UNO. CENTER STRINGER WITH 2 - 2x4 STRONG BACK TYP NAIL WALL STRINGERS W (2) I'd TO WALL STUDS 1 f 5/8' TYPE 'X' GWB. AS REQUIRED SEE NOTES BELOW -2x KICKER PLATE 4 INSTALL FIRE BLOCKING • STRINGERS TOP BOTTOM 4 ADJACENT WALLS) PER UDC SEC. 1062 5. COVER USABLE SPACE UNDER 5'AIR WITH 5/8' TYPE 'x' GOB, USE 2 LAYERS • CEILING AREA PER UBC 1003339 6 NTERMEDIATE BALLISTERS SHALL BE SPACED 4 APAR' NET OPENING PER UBC SEC 5093 3/4' =T-0' 06200 - 06100 -01 tl i 07300-06100-01 V 3/4' =1'-0' F EAVE DETAIL 3/4' =1-0' GABLE END DETAIL nP Pr I 1, ! 1 3/4' =1-0' OVERHANG PER FLAN � FASCIA PER ELEVATION OVE RHANG PER PLAN OVERHANG PER PLAN GABLE END DETAIL TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTq}C *ION HI•48'CCAT OUTSIDE FACE OF WALL UNO ON SWEAR WALL SCHEDULE 2X BLOCKING W TN ' 3; Y • HOLES WITH SCREEN 335 EXPOSED RAFTER 'AIL f GUTTER TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION - TRIM PER ELEVATION - BARGE BOARD PER ELEVATION 2x4 BACKER FOR BARGE - NAIL THRU SKIP SHEATHING WITH led • OG. TYP 2X4 OUTRIGGERS • 4' O.G. WITH 2X2 BETUEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION 06100 - -TRIM PER ELEVATIONS - BARGE TYP SEE ELEvATION 2X4 BACKER FOR BARGE - NAIL THRU SHEATHING WIN 16cl • O.G. TYP 2x4 OUTRIGGERS • 4' oc WITH 2x2 BETUEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER • INT CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL 06100-07300 -13 06100 - 07300 -12 3/4'=1 -0' 4- EAVE DETAIL 3/4'=1 -0' EAVE DETAIL 3/4' =1-0' EAVE DETAIL SEE ELEvATIOM EAVE DETAIL 6APPE. - Ex'EIc • RC'.f 9A MIL Olt &1804 9- Palk r !'#t QJ -C ~ACT 1 4 1 483" O C AT ar5Cf FACE OF AAL- LIMO ,► SEAR :. . 504ED4LE 2x6.000G.J'- 3 2'• HOES t . SGT _' &POSED TR.'SC' TAIL l I'yP auT'ER Fla, PER E_EvAT;OO (TyP EXT'eam :ALL C476 BUFFED - '2/TEND c' ABOVE BA - T INSuL OF ':' ABOVE BLOWN JNSUL. (TYP ROC. CONSTRUCT ON) 2' M. CLR FC11. VENTING HI • 48' oc AT OUTSIDE FACE OF w• L UNO ON SHEAR 33L_,;CHEDuLE 2X BLOCKING WITH 13 2' • HOLES WITH SCREE' T� PICAL ROOF CONSTRUCTION 2' MIN. CLR - FOR /ENTNG HI • 48' OC AT OUTSIDE FACE OF WALL INO ON SHEAR ALL SCHEDULE 1X BLOCKING WITH (3) 2' • HOLES WITH SCREEN 1 SEE I ELEv . 2X8 BLOCKING TYP E)'POSED RAFTER TAIL TYP. GUTTER OVERHANG PER PLAN ' FASCIA PER ELEVATION TYP EXTERIOR WALL CONSTRUCTION w 06100 -07300 06100 - 07300 -02 06100-07300 -03 3/4' =T-0' 06100- Q7300.04 CO CD LC) L!� CO CO rrAAw � v 0 « ▪ 1 - .�' .c � � _ N c) ▪ ,V 11 4: 5 LID a pp m � , B NO TITLE SHEET D2 MAY 2 2 200 i PER41' 1 • I rev 6441. COMMIX ' cod AYT- JI�\ s — PER SO LE DO'TOP PLA 4&L iNG PER Sp4EAO:16:,_ SGEJDULE T., BL,000ING TYP Tit 11.004 Gass/lac— oft SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3 /4' =1*-OO Irmo- Deno -Te 3 0 SHEAR WALL EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ®PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0" 17070-08/70-07 3/4' =1-0' SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-O' 0...1.11 SS E . _ �. _ __ _ _ _ _ FOP •.ATE %.14.166 PIER ISOT - Or. ° ATE NAIL.MEJ PER 3f.W4. SaE0uLE Fat_ writ I FAD *woo FIER SC.ECtLE TJI & OUG TY T:1 FLOOR CQiSTRT' TYP r.AL r.ONSTRG - ON BALL •JEA "►lire °ER SC+ED utE PER 5.EAR. A__ SCHEDULE PANE= EDGE r FIELD NAILING PER SCHEDULE TJI FLOOR J015T5 PER PLAN ALIGN TJI FLOOR JOIST W. WALL TOP PLATE HALING PER SHEARWALL SCHEDULE TYF - J FLOOR CONSTRUCTION TYP. WALL CONSTRJCT.CN .rT I ALL SHEATHING PER 5CNED'JLE NAIL FLOOR SHEATHING THIS AREA WITH 10d•6' oz. EDGES 10 d • 10' oc. FIELD BLOCK ALL EDGES © d •6' PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANE_ EDGE I FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE I FIELD NAILING PER SCHEDUL! TOP PLAT' NAILING PER SHE •RWALL SCHEDULE TYP WML_ CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING TI-115 AREA WITH 10 d • 6' oc EDGES 10 d • 10' oc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER 51-1EARWAI SCHEDULE TOP PLATE NAILING PER 54-EARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJ FLOOR JOISTS PER PLM TJI BLOCKING • ALL PANEL EDGES PANEL EDGE r FIELv NAILING PER SCHEDULE 17070-08170 -06 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION nom- oeno -oi \ U /3/4' =T-0' EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =1'-0' 17070 - 06170-02 NAIL FLC'JR SHEATaING T6115 AREA WITH: 10 d • b' oc. EDGES 10 d • 10' oc FIELD BLOCK ALL EDGES - DOUBLE STUDS AT NOLDOILN CONDITION TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRUCTION SIMPSON HOLDOILN PER PLAN AND SNEARWALL SCHEDULE SIMPSON HOLDOiN STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION Q SHEAR WALL HOLDOWN 3/4' =T-0' 10770- 06170-10 • 3/4' =1 PEIE SrEJAtr4 . 5011EDALE - ' __ _ — '! PiG4 JiAL. w11Er' c Oh Or. S.EA*►.G PER SGaaE TIP R OGE C TIIAtiC - 00 ^?" PLs Wi_NG !PER :r SC.EALE 1 PL.VE ' REP SSE- 4s. 50 EDL,E RO a•4' at. PLC To Pr VDT �. P•E1 EDGE s HELL NAILING PER SG►ED4LE TYP ExTERRJR ..CLL COPSTRAC'101. R sALL 5►EATHTICa PER Sr *LE TT'P TJt FLOOR CONSTR4T46 2x4 Pd4EL EDGE BLOCKAG TOP °_ATE NA PER 5*IEArauAL_ SCHEDULE DO' Or" •_ATE NAILING PER 5.+EARW4L SCHEDULE 10 d • 6' oz. PLYWD TO RR" .415T PANEL EDGE + FIELD NAILING PER SCHEDULE TYP EXTERIOR WALL CONS'a.:',ON WITH WALL 5►EATraNG PER S TYP TJI FLOOR ;ONSTRUC.ON 2x4 PANEL EDGE BL XKING WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TY° TJi FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER 5HE4RUALL SCHEDULE 10 d NAIL • •• o.c. PLYWD TO RIP^ JOIST PANEL EDGE t FIELD NAILING PER SCHEDULE 10 d NAIL • 6' oc. PLY1LD. TO TJI BLOCKING TOP PLATE NA PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION CANTILEVERED FLOOR JOIST SHEAR WALL 0 CRIPPLE WALL 3/4' =T-0' 17070- 08170 -09 I 3/4' =T-O• rrolao6 70-11 © 3/4' =T-O' a ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4•=T-0' DP, A CRIPPLE WALL D.v. 6' SHEATHING PER SCHEDULE — ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL 4 } ® CRIPPLE WALL - INTERIOR 17070 - 06170-24 3/4' =T-0' NOTE: ALL INFORlATION ON THIS SWEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. M TOP .*_AM _ .46 PER 5 EAF3.:�. SC IMA.E atCNpR 50." PER 504 SEE Afar.. DETAILS FOR Fa,DATION C04C ° TYRICAL . S JP6T� S T 7A H WALL Si`E -'N[ 'E4 SCHEDULE T`' - FLOOR CONSTR.c Ch PER 5.4E4RL.:.__ 5CrED'JLE TOP °_4'E NA PER 5- sAiaW4L_ SCHEDULE ANC4c 30_' PER SCHED SEE ARC.. DETAi_5 A GOUrDATiON ,OND■T C*IS PANEL EDGE I FIELD NAILING PER SCHEDULE (2) •4 BAR CONT c ply. 3) fl070.03300 -02 -- 1 17070 - 03308 -03 17000 - 03308 -04 • AtC E-4 cL: v Z> i U U >-o >Q _JuJl —? cc uj U- I0 Lu U) -JI Z w r C` U CC CD 0 a O Lilo) cc Q CL ° =Q�) Q O 1Q� LLJF j • p • Q D u) F 0- , Th L U J z o � o o J ° � ° c O Qz d O °O0 1! ZO 0 Z(0 Q Q O 2 ▪ n 2 ' 0 z �R (000(00 Z I Z Q 0 > UJ J Q LU LLJ Z Q"] 0 � ZWCD 0 > LUIWu; G I- (3 Q T 0 0 0 ta 3 NO TITLE J SHEET S1 CO CO L-0 1 (0 OD LO o x (-- LL Cr__‘ CO CO 3 CO CD Lo e TJI JOIST DETAILS • Ilt STRAP PER °_ AN HOLDOWN STRAP AT CRAWL SPACE 3/4' =1-Or 171770- oeT7o -29 3 /4' =r-o' ri • • HOLDOWN STRAP AT FLOORS TY°.:JAI '.ONST!E'.1G WALL 5►EAT.41.6 PER SCHEDULE DOUBLE STUD 80T - OM P_A'E NAiLit PER S.- EARIUA_L SG+EDJLE SLOGKiNG AND F'LLER BLOCK DOUBLE ,$O'ST OR BEA! PER o AN 2x4 =LAT BLOCKING I:AIL STRAP IP Ed CONION • 8' oc SIMPSON :5lb STRAP AB' L _AP 4 ONTO WALL OR BEM' AND NAIL OATH 8d Calla, • 4' oc 16d•6' 1 DRAG STRUT CONNECTION 17070 - 06170 -28 ' =1-0" 17000 -06100 -30 SHEATHING AND NAILING PER 5HEARWALL SCHEDULE 2X6 BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND 5 4EARWALL 5CHEDULE 2X4 LEDGER (2) I6 d EACH STUD (2) 16 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3 /4' =r-o• STANDARD SHEAR DETAILS & SCHEDULE 4' -0' NTS 17070- 06170 -31 INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP c FLOORS 3/4' =1-0r 17000- 06100 -06 3 /4' =1 PLYWOOD ROOF CONDITION PLYWOOD ROOF CONDITION 3/4' =1-0' 17000 - 0600 -1e © 3/4'=1'-0* 3/4' =r-O' I 71 OVERHANG PER PLAN 6� SHEAR WALL ® GABLE END NOTE USE OSB ON ROOF 1%66 yet 0..a14. OM. faEs'r#G fee '.Fcookie.. - SC.4ED4 f 4,o - O P%Co. SYfAR- 2xR a "- d d '0 WA"CN S►E�.e._ +aAALiMCa SON 44To TOP PA1Ei . EDGE • FIELD NAILING PER SG+EDILE TYP WALL CC•45 :111.4 MOLL 51EANIIG PER SC -EDULE (2)16 d 8 d NAIL • 4' oc. • EA OUTRIGGER d NAIL • 6' oc. TO TOP CHORD I BLOCKNG 2x BARGE 4 1 TRH - 2.4 BACKER FOR BARGE NAIL THROUGH SKIP SHEATHING WITH Ibd 2X4 OUTRIGGERS • 4' O.G. WITH JOIST HANGER • TRUSS GABLE END TRUSS A35 CLIP FER SNEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE (2)16d 8 d NAIL • 4' oc. • EA. OUTRIGGER 8 d NAIL • 6' oc. TO TOP PLATES I BLOCKING 2X4 OUTRIGGERS • 4' O.G. WITH JOIST HANGER • TRU55 TYPICAL ROOF CONSTRUCTION TYP EXTERIOR WALL CONSTRUCTION W WALL SHEATHING PER SCHEDULE H-- 17000-06100-19 -- 3/4•=1 SEE ELEv. SHEAR WALL ® EAVE • 2, MUDS AT EAC . 5`RAF %AWIN a PER 4. SC+EDSLE WRAP Act a'_.*. a SWAP —&. SGEAtE 1414' TreENSNAPC LSL RP el:W PANE. MGE a 'RED AAILAG PER 5C.E7JLE 1`P EyTERsOR C.oNSTfaCTI . 4 4CL� SNEA'LMC, PER SG►E ?:LE T :'F TA .LOOR DO R.JC - 10. TYPICAL ROOF CONSTRUCTION 142.5 TIE • EA TRU55 L530 • 48' cc . 8 d • 6' or • BLOCKING BLOCKING PER ARCH. DETAILS 435 CLIP PER S- EARWA_L SCHEDULE 17000 - 06100 - 04 TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NOTE ALL NFORPTATON ON T1-1I5 SHEET IS NC NECESSARILY INCORPORA INTO PROJECT. COORDINATE WIN PLANS 17070-06170-20 17000-06100-06 H W (/) H At Z H CA Li Q W co O0 Q O W > I 0 < _J LU Z ECLL, Q <W 1-L Q Q •a_ CO U y Z r, W Z W an r r� � • > J • -T- u_ 0 U CL W Jd < a. 0 w I -1 L U W L z z . Z0 1 p w �- Q � CL • QQ QQ � U - 0 0-: W Q QQZCC cnp�W I— Z < W LU WwiL Zm I- }LUW i CO C L9 Clis CD Co CX: CD I w C) C_ L _ ✓ _ , ........ ▪ n E r as 9 > Cn 5 in 1-n 43 m et t TITLE lB NO SHEET TJI JOIST DETAILS +4 • IS V FOUNDATION SHEAR WALLS &els 1/19.1ce' Q.l2QID' SYMBOLS & LEGEND POINT LOAD ABCvE Q•4f LOAD •I 01-' ABOvE 41 LOADING R POW LOAD TRAN6i G Dc* _ MA N8FE121Ka DOW W ' LOADING PO*1T LOAD TRANSFERED BY KICKER • STxx 44oLD DOWr' WIT4 SIZE DEN 3•4ATiON vERTICAL STRAP WITW 9,ZE DESIGNATION TO BE USED ON c OOR BEL DUI i1ORZON*AL STRAP WTor 9I DESIGNATION NGICATE5 5EAH CALC3LAT.pN 1ANTF: •VEXED NUMBER f � EXTE"I' OF 9'.EAR , ALL " OF SWEAR • WALL A80VE ALL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE VOT PRC,TVED IN T:4ESE DRAWINGS SHEAR NOTES ;DESIGN CRITERIA SE ail_ O►.5 RJR ✓ESiGN CR GENERAL NOTES t ALL Ss- EAIRWALLS 5i1O LP ON TWE FLOOR °'-AN ARE FOR ..+ALLS ON THAT LE /EL ' Si4O4N 5.4AD£D 2. ANC.rORAGE 5 FOR 5F4EARI.LALLS(PANELS ONLY W7 RE FOR' ON5 OF WALLS ARE NOT DESIGNATED AS SWEAR PANETAELE E-S " 'IA'!" BE SPACED • 16' OCI MIN' PER 3 -I -. 'IA'!" 3. W -ERE =OR" ON5 OF WALLS ARE NOT DESIGNATED AS 5►4EAR PANELS T+4E' 34-4EAR CE "4.!L5 DO NOT APPLY. FOL_OW MIti. UB.C. REOLIREMEN 4. ' ✓'DE TWO STUD -S AL- :-:OLD DOWN LOCATIONS. 5. SEE ""ANUFAC"UREQ S REQUREMEN 5 AND DE "A,LS FOR EAC4, TYPE OF I OLDOIIN STR4.= AND CONNECOR FOR PROPER NSTAL_ATION. 6 ALL PL?'WO OR Cs`"PSi71 SiiEARL+Ai.LS 5i+ALL BE APPLE WORiZoNTALLY OR /ERT GOLLY ON STUDS EDGES 3-AL . BE STAGGERED A• CEN OF STUDS AN.,, BLOCKED PER 504EDULE. 1. DO NOT OvERORI ✓E NAILS INTO S 4EATWING. B STAPLES OR SCREWS ARE NOT AN .ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 5.4EAR ...A L PANELS .I.LLE55 FRE- APPRO✓EL B`' "+4E BUILD OFFIC ROOF 4 FLOOR 51-1EATI4INCs 1. ROOF 51 1EATN!NG: 1/16' 055 APA RATED 54-4EA "i4ING 24/0). LAY LIP W' MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION 'MAILING 51 -iALL. BE 8d AT 6' oc AT PANEL EDGES AND !2' oc AT INTERMEDIATE SUPPORTS PRO✓!DE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES ALLOWABLE DIAPWRAM SHEAR. 180x0$2. 2. FLOOR Si4EATi41NG: 3/4' at) X Tics APA RATED PLYWOOD (48/24: NAILED AND GLUED. ADi1ESI VE Si4ALL CONFORM TO APA SPE:2 =ICATION AFrs 01. PROVIDE T4G EDGES AT LONG PANEL EDGES NAILING 5i4ALL $E !0d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE DIAPi4R.AM S4-IEAR =215 =1 3. PLYWOOD' 544ALL SE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS (S DI - L ?YP AT SFEAINI4LL DENGNA1I01'E UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TTP AT OLVIIIALL DE61040016 i z co C) CD C\1 CO c Ln c� 3 O L- C -C N > N N b TITLE .OMB NO. 9908522 BASE PIN B2000 -063 SHEET S3 99085.22 I \KAA\99\99085\9908522 02-25-2000 0927:13 Sheet: LS Workstation SHEARWALL SCHEDULE 3411 iTam •� 3U L "Xi "IiV' l ar_7a I X1111 d G1 V J r r. Q S.GIOr { OW 'Iry 4 40101 CNXaV .1 li L9 Ifl III 11VN 14 401 01 VNI )00 NI 3LV14 6 011 N �lll�d 1.,►J391 fr • 1v 3 'tom 'Jr GIB 2€ SCE 5d "E3 5,8' • 48' 60 • '2' 6d • " OR 52' Cad ONE SCE f.G101 FOR l' "E5 58' • 48' 60 • IV .ba • 0 'I-' GUS 'ILO SIDES bd `!E5 5/B' • 48' i6C • 8' bo • b' CR COOLER `TS 518' • 4V 6d • 6' Iio • 5' 5.8' >++E ^+C SCE 5 =OR 58' `E5 5/8' • 48' 6d • 5' ;bd • 5' YES 5 E' • 4 8' 60 • 5' 60 • 5' T 1 1/16' 0.5/3 TES 5 • 32' 6d • ...• bd •4' ONE 517E TES 5 8' • 24' 16d • :' bd • 3' — USE 3x STUDS PANEL EDGES. YES 5V • :o' USE 3x STUDS 1/1b' O5B. TWO SIDES . .2' @A115 '2 R? STAGGER 5 E4TI466 TES 5,8' • 16' bo • 4' 1 'd • 4' JOINTS W/(2) 5T.D5 • STArGFREL PANEL ELVES DEL RP ( 2 ) RU:16 : ROWS TES :'d' • '2' 16d • 3' 60 • 3' STAGGER DOL. RI"' LLETERIrAJSER WS11 -4 .+ARDBOARD SIDING 8- NC 518' • 4d' lbd • 5' Ibd • 5' OR EOLAL PER :Ca.- 0 2319 IS V FOUNDATION SHEAR WALLS &els 1/19.1ce' Q.l2QID' SYMBOLS & LEGEND POINT LOAD ABCvE Q•4f LOAD •I 01-' ABOvE 41 LOADING R POW LOAD TRAN6i G Dc* _ MA N8FE121Ka DOW W ' LOADING PO*1T LOAD TRANSFERED BY KICKER • STxx 44oLD DOWr' WIT4 SIZE DEN 3•4ATiON vERTICAL STRAP WITW 9,ZE DESIGNATION TO BE USED ON c OOR BEL DUI i1ORZON*AL STRAP WTor 9I DESIGNATION NGICATE5 5EAH CALC3LAT.pN 1ANTF: •VEXED NUMBER f � EXTE"I' OF 9'.EAR , ALL " OF SWEAR • WALL A80VE ALL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE VOT PRC,TVED IN T:4ESE DRAWINGS SHEAR NOTES ;DESIGN CRITERIA SE ail_ O►.5 RJR ✓ESiGN CR GENERAL NOTES t ALL Ss- EAIRWALLS 5i1O LP ON TWE FLOOR °'-AN ARE FOR ..+ALLS ON THAT LE /EL ' Si4O4N 5.4AD£D 2. ANC.rORAGE 5 FOR 5F4EARI.LALLS(PANELS ONLY W7 RE FOR' ON5 OF WALLS ARE NOT DESIGNATED AS SWEAR PANETAELE E-S " 'IA'!" BE SPACED • 16' OCI MIN' PER 3 -I -. 'IA'!" 3. W -ERE =OR" ON5 OF WALLS ARE NOT DESIGNATED AS 5►4EAR PANELS T+4E' 34-4EAR CE "4.!L5 DO NOT APPLY. FOL_OW MIti. UB.C. REOLIREMEN 4. ' ✓'DE TWO STUD -S AL- :-:OLD DOWN LOCATIONS. 5. SEE ""ANUFAC"UREQ S REQUREMEN 5 AND DE "A,LS FOR EAC4, TYPE OF I OLDOIIN STR4.= AND CONNECOR FOR PROPER NSTAL_ATION. 6 ALL PL?'WO OR Cs`"PSi71 SiiEARL+Ai.LS 5i+ALL BE APPLE WORiZoNTALLY OR /ERT GOLLY ON STUDS EDGES 3-AL . BE STAGGERED A• CEN OF STUDS AN.,, BLOCKED PER 504EDULE. 1. DO NOT OvERORI ✓E NAILS INTO S 4EATWING. B STAPLES OR SCREWS ARE NOT AN .ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 5.4EAR ...A L PANELS .I.LLE55 FRE- APPRO✓EL B`' "+4E BUILD OFFIC ROOF 4 FLOOR 51-1EATI4INCs 1. ROOF 51 1EATN!NG: 1/16' 055 APA RATED 54-4EA "i4ING 24/0). LAY LIP W' MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION 'MAILING 51 -iALL. BE 8d AT 6' oc AT PANEL EDGES AND !2' oc AT INTERMEDIATE SUPPORTS PRO✓!DE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES ALLOWABLE DIAPWRAM SHEAR. 180x0$2. 2. FLOOR Si4EATi41NG: 3/4' at) X Tics APA RATED PLYWOOD (48/24: NAILED AND GLUED. ADi1ESI VE Si4ALL CONFORM TO APA SPE:2 =ICATION AFrs 01. PROVIDE T4G EDGES AT LONG PANEL EDGES NAILING 5i4ALL $E !0d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE DIAPi4R.AM S4-IEAR =215 =1 3. PLYWOOD' 544ALL SE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS (S DI - L ?YP AT SFEAINI4LL DENGNA1I01'E UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TTP AT OLVIIIALL DE61040016 i z co C) CD C\1 CO c Ln c� 3 O L- C -C N > N N b TITLE .OMB NO. 9908522 BASE PIN B2000 -063 SHEET S3 99085.22 I \KAA\99\99085\9908522 02-25-2000 0927:13 Sheet: LS Workstation