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HomeMy WebLinkAboutPermit D2000-199 - FOSTERVIEW ESTATES - LOT 9 - NEW SINGLE FAMILY RESIDENCEFOSTERVIEW ESTATES LOT 9 4226 S 737T" STREET D2000 -199 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 1059, Contractor License No: DUJARD *204L0 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,108 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 906 SQ FT UNFINISHED BASEMENT,124 SQ FT COVERED DECK AREA AND 80 SQ FT UNCOVEREDDECK AREA. (BASE PLAN NO. D2000 -060). PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER AND WD #125 WATER. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: City of Tukwila 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 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2612000090 4226 S 137 ST TUKW FOSTERVIEW ESTATES - LOT 9 4226 S 137 ST, TUKWILA, WA DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA JOHN KAPPLER 14311 SE 16 ST, BELLEVUE, WA $207,983.24 Y N N N Y N N N N Y N N DEVELOPMENT PERMIT D2000 -199 Permit Number: Issue Date: Permit Expires On: Expiration Date: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Phone: 425 334 -5018 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: D2000 -199 05/22/2002 11/18/2002 $2,162.55 1997 0007 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 25 c.y. Fill 235 c.y. Start Time: End Time: Private: N Public: N Private: N Public: N Printed: 05 -22 -2002 p 7 CO u§ cow I s W } O g-73 u.Q ta n IU Z H O Z w W Z LL �I 0 w z. Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr1 tion or .rmanc• o .m authorized to sign and obtain this development permit. Iii - Signature: don: Devperm 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. D2000 -199 Date: Date: 5 2.2- U;; Printed: 05 -22 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000090 Address: 4226 S 137 ST TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 9 doc: Conditions PERMIT CONDITIONS Permit Number: D2000 -199 Status: ISSUED Applied Date: 06/19/2000 Issue Date: 05/22/2002 1: ALL PERMITS, INSPECTION RECORDS, AND APPROVED PLANS SHALL BE AVIALBLE AT THE JOB SITE PRIOR TO THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APPROVAL IS GRANTED. CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES COMPILED BY TERRA ASSOCIATES, INC, DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99 -0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 2: Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at least 24 hours in advance. APPLICANT SHALL OBTAIN A WATER CONNECTION/WATER METER PERMIT FROM WATER DISTRICT #125 AT (206)242 -9547 AND SANITARY SIDE SEWER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT AT (206)242 -3236. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 3: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 4: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 5: 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. 6: 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). 7: 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). 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: 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. 11: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be D2000 -199 Printed: 05 -22 -2002 a m�MS�n,+ sa` qrc° 7w, �. Nr v.., Nenr�. m+ ut�a+.:,< �rnw�n. rrx; � nw. mr rr. w. y+ w; cw._" �l5" 14�r' Nx.. sr.+ o.. �.. �..,-..w.. .... ���- r:. t��a- .- �- ,.,.�.",--- >,•- wr....rr --rows z v co o' W W J co L W O g -J d ' H Z I--' 1-0 .. Z D . 0 ' O � ` W W . Z LL O ' ti U N O Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 inspected by that agency (248- 6630). 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: All mechanical work shall be under separate permit issued by the City of Tukwila. 14: 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. 15: 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. 16: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. 17: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 19: 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. 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 construction or the performance of work. D2000 -199 Printed: 05 -22 -2002 Date: L (Z- II , i O 0 0 to 0F W W Vi u- F— , U c 0 Z . Description of work to be done: I S Fg Prvrr kete. I%ct. 4 ,e 0 2D oo -a(o Type of work: • New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: a Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Tax Parcel Number: „2t,/c2nc, - 0090 Proposed New Square Footage: 1.108 sq. ft. Dwelling 36 sq. ft. Covered Deck(s) 11;1 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Ph ne: '�a "- 33 4613 i 8 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N/I City State/Zip: *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Contractor: /t1 � Co V rdv p mut ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: - I I a , I.e Value of Construction: Site Address: � iea(t SN{ 1 cl) City State /Zip: Tax Parcel Number: „2t,/c2nc, - 0090 Propertygwner: I a,� ��v l e D , a ,n e- Co Ph ne: '�a "- 33 4613 i 8 Street A sQ 0 � � ? 6/ .JC1 City State/Zip: Fa f 3 - �' r + `1 Contractor: /t1 � Co V rdv p mut Phone: D�1G Street Addre ^ ' � C � l• • City State /Zip: Fax #: i , Architect: lr r Orrin k-S3 Pho e: 4 2s p LII' 5 Street A dregs. City State /Zip: /4 CIE /�O Si- . fevU ton 94W7 Fa • 2 641 - 531 ii) Engine,,,9,!y: -� r1 I lP "2_a 45so Pho e: ` 2 '191-(a2,1 Z. 1 Street Address: /g5W 761'' f%VL 1. )) 6LO iC4 Fzifi'tar City State /Zip: s lvi9 9iOZ� Fax #: l f 25 - 775` D Z3( Contact Pe ey- ,/ n ` Phone: loc, Street Addre e. /`� ✓G City State /Zip: Fax #: h 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: 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 mall or facsimile. SFPERMIT.DOC 2/13/97 �P LICANT�RECQUEST FOR.PUBLIC WORKStSITE/CIVIL'PLAN REVIEW OF THE,FOLL'OWI„N (Additional,revlews.shall.be determined by.the.PubiIc Works` Department),I�r > "r4 �fi `: ❑ Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public El Street Use El Water Main Extension 0 Private 0 Public • ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: El Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # Size(s). ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s)• 0 Fill cubic yds. 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. Dal appllcaflory�ccep D' Datepllial ryQxp'es : ApR \M� 1 --' en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDINGr OWNER .OR.AUTHORIZED ENT:' Signature: 1v�21.� Date: G..0.07.) Print name: Phone: Fax #: Address: V-Opp e.1 _ 1 e I / k �►`� City /State /Zip: ALL SINGLE FAMILY RESID TIAL PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPAREL AY A REGISTERED ARCHITECT OR I ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) Cl ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. in ❑ 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 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 2/13/9 z ~ • w r4 _I C.) O 0 0 U) U) u_ w � 2 u . co d = w t-- z �. ZO w w 0 0— 0 I— w w I H H �- O ui UN F-= 0~ z Tg • !'ItrITy .T!'ti "'7'n .,41.s71 •h *•A./•k;k Fk>k1 * { •At :.kA*.* ** •lek ••Md• -:1 •tt:1 ! +:t :•kkk0i(.4*.+c I N, 4, *A i. • i-'ry : 0F TUKWILWu 144- -- 1Cf . I1141,5,14•TJ •k * r`H �ks N 'I: #• •,1•Ak k.ik *�4 ** *:*s1 * •h • . *** * l'k *A*•kA•lC.. .*.• A�Ek: 4• k :tkk•1:*•h.*•k*•kt•t••A4:Av : ku : 11 `9 SO0;3{)3 1)inautn`: 400. {)0 06/.19/.00 1():29 •f?i?ymet►.t,. ci;Iinct: C1-C1 1•lc;;ta1• i:ori: 01.I.1At DT.4 0E EAT LO In i•t 1'1.i • Perri t: Na � •.02u00-•199 Type r. DEVPLF'J4 )EVEL.�tiF�IEMT Fr.i�ti]:.T- • Pa ' r �.1 1'! 2G1200••00� ;i i -t a Rddrte• : ss 422 S 137 ST 'royal. Feet•; • 19I3.4 '5.• Tln iG P •tvmerit 400.C'0 Tat;iz1 (1.L. Frtitti: • -400 00 • 13 }.•ailt.e- 1• „`�13 45. • t1t',, 1* of• A• A* 11 k* 1. 4 7 *:i 1•• k:' kk, t4, AA14 1t 1,* 4Ak• kAk .*A••;c•A* * A•et1e4k 1:A.�• s1:k.A -.s44: c'our�w e U t? Cad .cr i n nt ; io 1 R Iii ()tin - 0.004.3 ; 4 . 30 PL.tiN t,UUEC K f{ES 40o . 00 • ., 5265 06/20 9717 TOTAL 2004.00 •. . , t , i �t kZS^t). .'t. t 1 �t�S•' ; _, ... 7,- ;7'mn6t, Parcel No.: 2612000090 Permit Number: D2O0O -199 Address: 4226 S 137 ST TUKW Status: APPROVED Suite No: Applied Date: 06/19/2000 Applicant: FOSTERVIEW ESTATES - LOT 9 Issue Date: Receipt No.: R020000675 Payment Amount: 1,762.55 Initials: SKS Payment Date: 05/22/2002 10:15 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Amount RECEIPT Type Method Description Payment Check 5178 1,762.55 ACCOUNT ITEM LIST: Current Pmts BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 1,598.55 15.00 15.00 72.00 37.50 20.00 4.50 Total: 1,762.55 Printed: 05 -22 -2002 --t PERMIT NO.: Dow BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel 0095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 0350 Crawl Space 00400 Shear Wall Nailing 0450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing 0600 Masonry Chimney 00610 Chimney Installation/All Types 00700 Framing 00750 ,Roof/Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation 00802 Exterior Roof Insulation 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: F V� ( b4- CONDITIONS Plan Reviewer: Permit Tech: Date: I o t ‘/g. Date: 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof y 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected ,r 0027 Validity of Permit 0028 Rack storage requires separate permit og 0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit O 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available O 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' COMMENTS: 1.) fravy,',v - C 0 w\ el-e-Vc -A-_ apriroveci 1 9-) e'e ■ \'‘ - L i r` \ A riv■ - 0 f k lei vvi Su a \ ff 0 ./ - ckess: Date want d /..._ Requeste /50/7/574-4 ..S.) T1 rN6N \ — - -(31 ,. vy, -V CO p I-e+c 0 \ C -\-6 V i try, I Project: , ci ft v/rici — j r i 9 Type of Inpection: , Au:I 1. WC s /37 5t- Date Called: Special Instructions: ./ - ckess: Date want d /..._ Requeste /50/7/574-4 Phone,No:_ //a 4 -530- *00 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit PE • ""7 (206)431-3670 Corrections required prior to approval. Inspector: a Date: 1 6 ' 03 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1—j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: "taki.'•,:i,ottittittati4i • ' • vki.uutittooXtety ;40'444,4'4A , :tt,•Att.'ettatAilatttlihttfatsth.t,ttlft,tkott, ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: ■); kki Address: Special Instructions: Lh Type of Inspection: p Date Called: a.m. P.m. Date Wanted: Requester: /p/ 03 t..-61f/ Ter ow( ( () Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 I 4 - • 19'Lk I/C./1 Cite() .2-ta uf4 • LaV ■ . 1 / 4441 11 " (206)431-3670 l Inspector: 1Date: 0 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1Date: Receipt No.: zigSfatiAZI1Wa ,A.;'"*41.1! 7 14 14 ' ''11.,14141,s4v4 tu ... 2 0 co w LLJ ui 0 u. D. a ZI- UJW 1- U4 F, D u) 0 — 01— Lid 9 - - 0 . .z t.) NO. ',CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 / FNUAZ 041) Type, of Inspection: / INSPECTION INSPECTION RECORD Retain a copy with permit PERMIT NO. Pr ct Pv //67 GOT Address: / • 37577 Special Instructions: Date Called: D oZ a.m. .m. Date Wanted: `O � Req i;/J7/ Ph No: a/ v?� ) 9b l Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: I nspector: Date: 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.: ;iaf'a 1st 1�i3fi6 t4:.1aSYYi iCiia w>ii .rilGtviS: City of Tukwila Fire Department Project Name rOS LI/ ev..) TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address 1 12.26 .5 1,-; Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM Permit No. Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief Suite # .../64.1oMor 6 7 Authorized Signature Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Pro ect: tar f s / /A-ai Eta,¢ Typ of Inspectio �� /A/ '. N�,4,i�1� ate Called: j D /0 --D.p.. , Address: c Sr / 37 ST • .,,, Special Instructions: //i) o ,, Date Wanted: ,Ca.m. ii --.ff p.m. Req�(e Reqi Pho o: 3 3 / ~'v /e INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes - aCorrections required prior to approval. COMMENTS: it Iy ev.\i1v 51A r�vc d 410 t� CA wok I \ 1 ►. A TO °e l ln it ..( hG ct 01 SUL'\ l )r 1 V V� l h l SI1D0� oC S'TGt I r Y\Sv\c‘ l fn A 4-0 Ve 6'101lL171X.. -5 Inspect Date: n _ oz $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMI (206)431 -3670 I- W. 00 Cl) ~ . N u W 0 '. q J u < D N F=- W Z 0 W W ; 0 I- 111 uj Ii i z --- _ 0~ z Pr 5 /:fie �MzU .9 r�5 Type of Inspection: 51 EFT__ C� /1/,¢ /C Address: L ®r g1 5 . X37 ST / Dat Called: 4 -70 - �-- Special Instructions:. Date Wanted: ,m /7 —// - Da -- (P.m. Requester„ y Pho a NoPho e No: 4'7 S 33rd 9 oq INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: Point ie, -p '" re) C .K vrl vlfk V\ � Y .. 'Ps' ref r � a t 1 S r P c a r.. S.PP I C r ► , ) �t W) S� id fir( { aC s Ord In ► � ( , P r? Date: , j } ` 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z 00 0 0 W I: W; 112 0 ; Q ' N � _° I.. WI 1— 0 Z 1-- 0 W —. I Z . ui H Z 0 1— '. Z COMMENTS: ' F Y't:4 vr\ ‘ 1 ti — C TPA t ov ■ *1` .j -- )w► r -e..., 0,far 94- - ( w, I 0I-P4 (' Type of Inspection: 0 lPar lAlk'l - l)V rcl C:k_ ck .S h .' G r (A)at t Is t h . \oc vv,Y 14.* 5 S he c ,- L)— 4 ii' O -vrw, S -;1\ OU`{-_540 ,AAi i Special Instructions: G ' Date Wanted: Project: Type of Inspection: Ad ress: 4 117 11 0 S 1 31 5 Date Called: Special Instructions: G ' Date Wanted: a.m. p,m. Requester: hone No: INSPECTI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 0 • )431 -3670 A pproved per applicable codes. Corrections required prior to approval. Inspector. .r- <?04 Date: ' n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: �.., a �. a.,.....w ... _ 's4i+4ri4x1. . -• COMMENTS: LA) 11 L- \s) toy. - rave covet, \ Address: S / 37 SI- F vvso U - ' , Gti oV Q. p Iro € cxv..( ct ioo-e . u to -'i t-„ 5 ), f n loS -P 4. v1 A _ ex ? Yh\Ic'd COtAn YJ` �t C I" 1 \t v 1VVSVSA 1 t 0Y\ - VIA PCA C? . \, o\ .l fl v` \v‘ OLV\!' .S hrWs 44\ t c. 1\1 hotnu s rOnv• of ,4--kcA;ti 6 � � /1 C i') ' ,A-0 r wo ■ t LESS -Vv -PV r \I g'/War tA) ` \ 2-Li Project: - 1 60 - t W I Lap Lod ° I Type of Inspection: 1/w ,c.P rd Address: S / 37 SI- Date Called: /), 3.0a Special Instructions: Date Wanted: Y/ - 02 a.m. Requester:�, ' Phone Phone No: 14)S o 4oy INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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.. ` A 1 Date: 0 1� V $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.: r .+n %Ji;1, lls ['.�?,:,''r..t,r �A • n•: - ,iw4ul ii COMMENTS: I' \ - Viet) l i ‘ k -C. PVir 1 vv ,SirowA ,4 - - \ c ---or 5 \ j - 1 h 2--y i s .PQ V' t. )O (I ;-i-- •. -- v-c v - r I„ 1/. a0o Vs nn c� 2 - nv V`tCA *10 h 5 ' v✓\ \`e D d r4 -44 / _- cowf 1-9ss 4 A) O . CAL 4-o n 1 2 ►^ d s i -P C1'C sk- c, ruoo,lt don W\41 h t v- o V\1 1-e s4 2 -mil iii' v p - Ov c - ' -v IA ct GLire, vre . y Pro t: ,e9 j/ /mil — s 74 Type f Ins ction: ��' / /7 =" /l Address: lc,./- s . / (.37 �� s7-. Date Called: / / — a 7- D� Special Instructions: Date Wanted atm( /o� - D P.m. Requester• Ab/41C ] e - A PhontN `4 _330 `76 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERM 06)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: < )19 ( --- V ,c6fr i tr.. Date: a2`0. Receipt No.: 'Date: .nest',s„nt..ra ugira;a .dr.� #.a?'.;u;;u Ta: + %a3 .w�G%nC i'r£+reAv}11+te�aG,�ta61a '�. ✓.,':... ,,:.' -., . -J�9 gtl} ". Facw+r�jlr';}1'u{..rM4 M "1.'[F U O; in 0 ;' W W J CO F'. w 0 , gQ ; co 8 '. = d i W :. H O Z U1 mi 0 0 O N' i- tu V _ w _ ' O ~' z COMMENTS: 1 ,� SO\ I A 101 c. lt; Kt, (A loa v- 1 ()0cA vv. G ' 5- o„yu1 &.. i \v4 1-r{c-P ill fw* a) 3r a \1 r1 c ks 1 ca+ o r' cl s O tr '''6 144 S l aC ei O?- r +\. anti/ P1n 3. ? 2_ 3 S hPG o Wad 1 Ct+ SI - r,j i ir Wei a.m. p.m. Requester: /' ) �� j 6wW l - 0 - 1 - 5 c 14)." s /g`' k "? 1 ©c, I c) �. �'1TM r IA Lo l' c l lr iA )( \v s • S W \ e h. k - Vl `) \P o\ Q <° ( U i f- ' , Ion 1+.s � 1(9 0C >;i'i -) '- 2 0 sh eovic Walt I s110,A 4- v-c,meJ w 4k 3X S'Ucl a H p 1 c \ s .r A )_„ ecke E t Pro e t: off Type • nspection: I° 4 II 4 Ad • ess: Gr . - - pecialInsst�ructions: -ICJ O?- Date Cal -d: Date .rated: / // .74 -te a.m. p.m. Requester: /' ) �� j 6wW Phone No: r le Q E , 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 "i ❑ Approved per applicable codes. Corrections required prior to approval. nspector: Date: 1_3 r ! ' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1 Date: ge m h (SaiiiJre�3�tl li a bi �riS ❑Approved per applicable codes. PER NO. • 06)431 -3670 Corrections required prior to approval. 41 y ar Iar Pro ect: Lam/ s /7 r Address:. I-0 T z .1/ Date Called: J / •— Date Wanted: a .m. p.m. Reque te : 41 Phon 33o- S. ecial Instructions: I7 Receipt No.: [-__:)] INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Type of Inspection: 10111W $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 9 Pr ect: Type of nspection: Address: 1 /22e0 5 /37 ST Date Called:, — 0 2.... Special Instructions: Date Wanted: �� // _ i ` Requeste 9 i Phone o: /- Z5-- 3 30 '- 9e INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El PA .(N Tv . 3 �- at 6300 Southcenter Blvd., Suite 100. Call to Date: $4 '' REINSPECTION FE REQUIRED. Prior to ins p ction, fee must be hedule reinspection. Recei ,r No.: !Da e: iEv ,e..,..Yti.Kah.dxw rue Y. L. �tata. r, i». 4• w? N3AV1 :i, ° .+d0:t�64. ".hl'iYbiht�i i7u� . Y4h.k... p{ 40..4 "xt 1144: 41044,40.1 o.,.:4. 'Fa 1PI1 ` ^'S,vt ;e'a'f v%scFS+• t( $f..Grr i %i #.�+•'ti �, a Pr ct: Sfr'oetJ T / Tyke of Inspec T 7 ' : A • p:,Q S /3 J/ Date Cqi� cjl D Special Instructions: Date Want n 6 /f� �� 0 p.m. Reque r: -1l `y Ph one o �... 330 ( o INSPECTION RECORD' ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 14 Corrections required prior to approval. COMMENTS: e1 hn \'-S W4 h11 CP `Pv1 1 I *L V':.. -� In* I t v\ c (�P ✓' in 42 sLe ►r S CJ1 i I .1 � t�. f ' �uA' PV ok 4 �1.�q +l,ey - /yin (Date: 10— ill' 0 $47.00 REINSPECTION. FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 1 e;�;kxci = GVSt9 04 • INSPE TION RECORD Ret n a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Typ ` f Insp ctio r� nTA'SiS� }uk2J:ii,'n Adc) ess: 6 S 0 , Date Calle p ,D 7 0 Requ; ter Date: [ 0 _ 8 _ O nspector: $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. :' (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. MI ti • 7. rV„ eu +,Sawv.+Wa4+5..a�;i`as!�sr�'E wrbi'.� "f�, �.1� +.a''; Z X W g D C.) Q Cl) U) W co u. W u_ a CO n _ d H= Z � Z 0 `. ILI 2 j UO O N O I- W UJ = V' 0 ', UI 0 I— Z PType S7P701/16// I /07- of I 5 4 Inspection: / hiss//- A �o- dd ess: S d ,2 /�� S , f Date Called: 8 -ate Special Instructions: Date Wanted: 07 /— a.m. .r7 • . Requester: � PC No: (4 s) -3 — 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I In L a 1 — 41$47.00 REINSPECT! N FEE REQUIRED paid at 1300 Sout center Blvd., Suite 00. Receipt No.: (206)431 -3670 Corrections required prior to approval. COMMENTS: 5L. 7 ijVI 4 _ �Pp2'/S Date o — z Z- for to inspection, fee must be Call to schedule relnspection. Date: z Iw 0 W J • LL w u. Q = d ; 1— W Z W' V 0 0 N o1- i W i ..z o z COMMENTS: Type of Inspection: 5 -^ 1 / /c .7.- 0, c . t h+ 11).-,,.. c`r , o`ti 5 , t.1, C . . ; 3 .E ' ca -v-il . C . .'1; 1. 1" v . � ' 1 •;. i' fi /4D kJ. l,J . Ce1 r 'lb 1J.h� Ctll n - , 4 \I , q , -v Q.) ,C 3/ , c 1 54 - Requester: Phone: 4.2 7 7 \ 5 7 7 Project: ,- tO �fi 6 ' t? v 1 1 Type of Inspection: 5 6 Address: Date called: Special instructions: C Date wanted: ` ` a.m. p.m. Requester: Phone: 4.2 7 7 \ 5 7 7 • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD DZC�c� - 1 Retain a copy with permit INSPECTION NO. "" PERMIT NO. Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 8f2.4 E] $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: :0.Z.ta.ea.'.GS� . r.v. ,. %,.e..., F? v _.�..:.� u �•ds'; :'. r Y.w.::si ,. >r.,�r . 6 huh tia 6 f rw �r..�sF i .;*4 1e;4.01 Y.nc��t �. %ui r AA dr Date called: S I Si Y ' i /62 Sp ciat msfrt ctuons: Date want a.m. Sp /(4976 c0:1 • Requ ter: _it Phone; ; .? / & 7 COMMENTS: Date: r-- ` 07 $ 7.00 REINSPECTION E REQUIRED. Prior inspection, fee must be paid t 6300 Southcenter BI d., Suite 100. Call to hedule reinspection. Insp- \or: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY * OF TUKWILA BUILDING DIVISION Receipt. No: (206)431 -3670 Corrections required prior to approval. Date: / �� ... 1 A �. } t.$. ��wiR'"r 3.# �' v`?+. Yi' 4a��, it` �` �. �.. ��.?�:ta�k ?.lh`��".`..F?t.Y�F3 kT��' ?; i�. tl ' Mkt' i :kuatxf ;'Fcrl:+`+� ct• T Alit Type s spern: COMMENTS: Date: r-- ` 07 $ 7.00 REINSPECTION E REQUIRED. Prior inspection, fee must be paid t 6300 Southcenter BI d., Suite 100. Call to hedule reinspection. Insp- \or: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY * OF TUKWILA BUILDING DIVISION Receipt. No: (206)431 -3670 Corrections required prior to approval. Date: / �� ... 1 A �. } t.$. ��wiR'"r 3.# �' v`?+. Yi' 4a��, it` �` �. �.. ��.?�:ta�k ?.lh`��".`..F?t.Y�F3 kT��' ?; i�. tl ' Mkt' i :kuatxf ;'Fcrl:+`+� PERMIT NO. 4 (206)431 -36 ddress: pedal instructions: Type of inspection: Date cal d: Date w • ted: Req ester: hone: Approved per applicable codes. . ® Corrections required prior to approval. actor: VG, $47.00 REINSPECTION FEE REQUIRED. Call to Prior to ins eection, fee i m ust be paid at 6300 Southcenter Blvd., Suite 100. Date: Receipt No: s - ] INSPECTION. RECORD Retain a copy, with permit INSPECTION NO. CITY OF TUKWILA BUILDINGrOIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , P lect: Q ON " Lt) r - f Type of Inspectio : /M ,,(. `ovl - -0,7tq Vli D ate ( e s . / 37 .31 called• 7�Dco /a? Special instructions: Date wante -7 / C) 1 S/\ p.m. Requester: 111 Ph %/ b 6a) � a / - o 7 RO q( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1.1" c � SQ1 5 re 104r 1004-7-5 p p I' M.) 03 Ikr' Ee't Gt S Q� S Svrve a( ,� rR .c- 5 .i rvnt \-P"ii' V vv. ) ./v.(LA,'o.. Tory - h t rs r (� y prQ.12 Inspector: - ,: 2 -A- 16 , Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'f• P . ., ...;r ...g.:4.1 .t ,.:.w4 s z� 7. z'a . x V9P� rKSci!ka ^. •,4:.,; 6 .I�,,�,�.,..o,n4,.a.�i,aa...:.i r�31k, �, 6' 2:; r�. s.., �r, �.+ �. sua �,.. ud4�, tiu» �uv: wwYrlX� .u(w��.t+�u.''.u+.tLUS'.;� �A.+YNW •. tt.bsaiit';Fc4trB 4 1',1f:4ii.•rr.!4 ;I t lira",. a, b' at" t��i' wa .W".:�F��;ia�u�ch"k.�'�+ek na;,3+.3d; ke5x; re w o U; c� co 0 N u_ ; w 0 . g I_ u) CJ I ui g. I 0 2 F 2 O co o W W, = (3 LL H ';: i Z ∎` O Z Enclosure. ICAPPL January 6, 2003 City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Earthwork Observation Final Report. Fosterview Estates, Lot 9 Our office has received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lot 9 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. Aaron Swain, Office Administrator Kappler Architects, P.S. A- CITTILC PS yo ur c0myrLte home. yrauniuo resource 14311 SE 16th Street . TeOEevue, 'WA 98007 1.800.888.4517. (42 5)641.5320 • (4 C010307 Final Geotech Report, Lot 9, Fosterview (# 98013 )1deRV.kayy(erhomey(nrts.com RECEIVED JAN 0 8 2003 COMMUNITY DEVELOPMENT 1Ywoo --/9 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 9 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 9, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated June 5, 2000 Dear Mr. Bumstead: January 3, 2003 Project No. T- 1515 -2 As requested,, we provided, intermittent earthwork observation and testing . services during grading and construction of foundations for Lot 9 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 • Garage and basement floor subgrades • Final surface stabilization Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 9 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra@terra- associates.com t e K i J t h i .. � 9'i>i.4�'nr tt�^ ,},�ntrrfi %Kb�t tr a� %��'irtsi.t��sV' nrs:zaSta�.0 . ;�1 +aa.44��;:. ? �'6tEcu:1•�.S�xG': Mr. Gary Bumstead January 3, 2003 At the time of our final site visit, the slopes behind the house had been hydroseeded but the growth of vegetation on the slope was not fully established. The landscaping had been installed along the front and side yards, and the backyard slopes were covered with straw mulch. This work was performed, and this letter was prepared, specifically for the use of Dujardin Development Company. 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. .f ? / /0 Bernard P. Knoll II. P.E. Geotechnic /3 /03 on Examination Report (1) cc: ` 'MAW. J f/ y31er Kap11er Architects Project No. T- 1515 -2 Page No. 2 tax34'i;h�3 4 rvfial'L l..+.. i i: }:.r�,1.,•1i,5JS ti`' h. v "i -':i}5 'fi'£kM� N U) CO LL w O .. g_ W O z 0 I - N' ' 0 z • FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED '7' I :r -o Z PROJECT NAME: s� t cw g5� s CONTRACTOR: buScuc+tim DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: ,e'‘ ZOO C rsI lI, y M �c / SALE IP va-7 c.t-' p ( a c SIGNATUR TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Faf (425) 821 -4334 /o '1 r •z‘ itAis,i PROJECT NO. PROJECT LOCATION: REPRESENTATIVE' COPY TO: 54 515 To IL, 5c.0i CrL .cc) 5 / yr /! r H!2 i 01 /Od Teel ref TtJR /`ci CI 4Yr Y C�>� Our representative has examined only the footing excavations listed above. The results of this examination we 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 rejnoved prior to con rete placement. /[Jl/� t•Crr1 ! rl / /%*& W 0 O co O cA W co W W OE J N d i H W - Z� D p' U O CO O H W W LL F- � O . W Z rz o t— . Z FOOTING EXCAVATION FIELD CONDITIONS NOTED �O - 44Y - ' 5 a. PQc'r S - P - 01 -- S f (`c31f '• FG W o X c54; n5 C. ect 5 'er •e- Cctort .A -fa w., ) 0t ►are Of' Z X1 I n "�o t o se . fa:� ' J ca.0 �at 417 ` 4* 9 s4'( -1-5 11 CC ,-.. c k /r- NI. 44' ui' s.,.,rd 4- -e _- . 1 , 'Z (700 ?Si • r i !*) I(\ ri 4 - 11 ci 1-v-a 5 d tie . 4 " el. r. s'a l -- y f ' ea i ..- • FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED '7' I :r -o Z PROJECT NAME: s� t cw g5� s CONTRACTOR: buScuc+tim DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: ,e'‘ ZOO C rsI lI, y M �c / SALE IP va-7 c.t-' p ( a c SIGNATUR TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Faf (425) 821 -4334 /o '1 r •z‘ itAis,i PROJECT NO. PROJECT LOCATION: REPRESENTATIVE' COPY TO: 54 515 To IL, 5c.0i CrL .cc) 5 / yr /! r H!2 i 01 /Od Teel ref TtJR /`ci CI 4Yr Y C�>� Our representative has examined only the footing excavations listed above. The results of this examination we 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 rejnoved prior to con rete placement. /[Jl/� t•Crr1 ! rl / /%*& W 0 O co O cA W co W W OE J N d i H W - Z� D p' U O CO O H W W LL F- � O . W Z rz o t— . Z NAME COMPANY FAX NUMBER — ry 8uutead Dt rdin 206. 2424197 Joha Kappier Kippur Architects 425-641-5318 I( usuoirr Pages _ Date "■.........P Description 3 1/3103 Nazi Report -- Lot 9 RECEIVE ►, 1, it I( usuoirr FAX TRANSMITTAL • [J A HARDCOPY HAS BEEN SENT IN MAIL. Date: Prom 1/6/03 Berrie Knoll Total sheets (Including cover sheet): 4 Renaults: PAX No. (425) 821 -4334 •Y►%wS AOJW.IAIGD TERRA ASSOCIATES, Inc. SiBncd: Consultants in Geotuchnical Engineering, Geology and Environmental Earth Sciences Project Number: Project Name: Telephone No. (425) 821 -7777 12525 Willows Road • Suite 101 • Kirkland, Washington • 98034 1515 -2 Foeterview b2cooi9Y 4001/004 004 ...... a,.• va • na irrxA AsSUC1A'L S TERRA ASSOCIATES, Inc. • - Cectechnical Consul;int 12525•Willows Road. Suite 101, Kirkland, Washington 98034 Phone 1425)1121:1777• Fai: (425) 821 -4334 • • Silo Y 04 : J•y FOOTING EXCAVATION EXAMINATION • REPORT PROJECT NO. I S) Z • DATE FOOTINGS EXAMINED i I o e PROJECT NAME: • CONTRACTOR: ;^ DESCRIPTION OF. ROOTINO3COVEREDSYTHIS REPORT; • SiGNATU , • TERRA•ASSOGIATES REPRESENTATIVE PROJECT LOCA710N. • 'T). • ! 1a RFPRESENT9TIVE: f'TLs....eci Out representative has,tmeminett ohiy the looting excavations listed atom The results 'of this examination are only valid • for a period of IE hours; It say change In the aubprsde Condltionso.ccurs, we should be promptly n Any loosened 3014 observe0 IA touridution. areas ous to construction activity or,raintetl, snouio ea re Vet: prior to tonprat• Oar-arrant c op y . 70 , • • 5774) .17/<.9 • • • RMIrtmEE t3PlY ,10,orwittramivh'n0MR!R!Ii",$+Rh•7f14 M 10tiltterf4W�N'N11R190R. azrrw•.,FP•orV414. •tbitNW:.v+FRX'M'+: tt*Y0." F' 1^:' Fwi+ Mf:NM,urnrr•.xr. »w. ■ r u... m........+o.... ... -..n.• ems.•rA 4�Y'•^''� un'Anl'?'1•N'yRZ'N l.)h�4 o o4iao 4 Z re W 00 N O; WI H N W 0 U. N O W ' 0 Z H: In Ur D O U 0 = U. 0 111 Z I F- H Z POOTING EXCAVATION , ,• Ft E40,CONDITIONSNOTED . o `1w • ' Ctt+Ifti S S t .T 9 `. ,i_ j '�<< < ....'C r0 • 'Cat 5�,;4 .... ;cc • .��t1 a.A i-0,00.1.444. i �;�.� 1 51,17 "" i ,. • • 4,i . . ...,.( y 4 A A- 1)X9p c. il-, c1 • • • • '4 r 1 i; f•; • le,xr,c•s• • . ... - 'e /tJC • _.._... �" ��-.- r • ...... a,.• va • na irrxA AsSUC1A'L S TERRA ASSOCIATES, Inc. • - Cectechnical Consul;int 12525•Willows Road. Suite 101, Kirkland, Washington 98034 Phone 1425)1121:1777• Fai: (425) 821 -4334 • • Silo Y 04 : J•y FOOTING EXCAVATION EXAMINATION • REPORT PROJECT NO. I S) Z • DATE FOOTINGS EXAMINED i I o e PROJECT NAME: • CONTRACTOR: ;^ DESCRIPTION OF. ROOTINO3COVEREDSYTHIS REPORT; • SiGNATU , • TERRA•ASSOGIATES REPRESENTATIVE PROJECT LOCA710N. • 'T). • ! 1a RFPRESENT9TIVE: f'TLs....eci Out representative has,tmeminett ohiy the looting excavations listed atom The results 'of this examination are only valid • for a period of IE hours; It say change In the aubprsde Condltionso.ccurs, we should be promptly n Any loosened 3014 observe0 IA touridution. areas ous to construction activity or,raintetl, snouio ea re Vet: prior to tonprat• Oar-arrant c op y . 70 , • • 5774) .17/<.9 • • • RMIrtmEE t3PlY ,10,orwittramivh'n0MR!R!Ii",$+Rh•7f14 M 10tiltterf4W�N'N11R190R. azrrw•.,FP•orV414. •tbitNW:.v+FRX'M'+: tt*Y0." F' 1^:' Fwi+ Mf:NM,urnrr•.xr. »w. ■ r u... m........+o.... ... -..n.• ems.•rA 4�Y'•^''� un'Anl'?'1•N'yRZ'N l.)h�4 o o4iao 4 Z re W 00 N O; WI H N W 0 U. N O W ' 0 Z H: In Ur D O U 0 = U. 0 111 Z I F- H Z IO • 11 . Ull: 1 ; JJ YA 4 .) 7:1 - I4.1.1 11 1tK 1 iJJIJ(1 11tJ lQJ Il l) ' rn:ttc. :,,MA\` Nit • Mr. Bill Fowler Dujardin Development Company P.O. • Box'1059' Snohomish,•Washitigton 98291 • Subject: • Foundation Draiti Details • . Fosterview, Lots 9 through Tukwila, Washington TERRA ASSQCIAT'ES, Inc. Consultants ln Geoteohnital :En8Ineering,'Geology • and Environmental Earth Sciences • RECEIVED MO.202 .002 Alt" 12525 Willows Road, Suite 101 *Kirkland, WashingtOn.98034 • • Phone (425) 821-7777 • Fax (425) 821 -4334 • terragiterra- associates.corn n ray L o . Atlgust.13, 2002 • Project No. T 1515 -, Drar Mr. •Fowler: As requested, we reviewed site conditions along'the downhill sides of Lots 9, -10, 11, and 12 to evaluate- .• appropriate.' means of providing collection and disposal of water from footing •drains, from • the ' . residences being. •constructed, on these lots. At the time of our site visit on August 7, 2002, the .. foundations for the structure on Lot 9 had • been poured, .and Lots. 10 through 12 were a waiting . excavation. Based'on our review of the • larined'house configurations on Lots 9, 10, 11, and 12,• it fs our opinion•that virtually no water will'be collected on the downhill'sides of the. residences. Foundation drains along the . uphill portions and sides of .the residences will collect water and should be provided, with foundation . drains, as previously recommended, by us. However, on the downhill sides of the residences, we do not• • • expect any significant collection of water. • Therefore, it is rec'ornn nded that the section of perforated .pipe planned in •this area be eliminated and replaced with non - perforated pipe, whicli.collects.•water from • the•sides of the residences and discharges it) a common collection pipe below.. However, at the junction • point between the perforated ,and 'non-perforated .sections of the. foundation drain, we recommend . constructing •a. clay dam around the pipe to prevent -water traveling along the- trench from escaping • • around the•pipe junction. The dam should extend a minimum of 18 inches around the pipe junction. U4 4.4 YUU'r' 1_e04 tA__ 42o b:1 •J.)4 1thX.i :175�J1111th • • • M. Bill Fuwler . August 13, 2002 • • Bernard.P. Kn Geotechnical Anil Butail, P Principal • • BPK/AB:ae EXPIRES 12191 • . cr: Mr.ionn a appter,lcappier Architects . • • • • • AUG 2 0 2002 We trust the information presented is sufficient for your current needs. If you have any questions or .require additional inforrnaiion; please call. Sincerely yours,... • TERRA. ASSOCIATES, INC. • frPit"l Project No. T- 1515 -2 Page No.:2 WAIU4 DOCUMENT TITLES) (or transactions contained therein) 4:A. - 14 ) SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials CHICAGO tort Ir +SURANa COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrols no liability lot the 9eeu iltih r waltdlry of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45231019N3);;IMV49044 Cia4436 c See Attached ■ Assessor Tax # not yet assigned c+, N N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y \WP DUTARDINNFOSTER2NDAMEN D IMO.DOC II I III II U lil IIII �� �' I I I III p I IIII �� III II I II II III IIII �� I 1 II I III I III II III I II I I II IIII IIII 1 III IIII 11 I III �nl ��tl1 1'1 2@020. 111, C E �o TITLE t � e3/14/2002 OF 14'3 c 2 KING COUNTY, Wq 1 z w O I co WW J u_ . w 0 ' g ~ LL 4c SQc, � Z F- O z 11J w DO O N uJ U. Z W V = . O z u) u _ W O This Second Amendment to Declaration of Protective Covenants, Restrictions, 2 gE Easements and Agreements for Fosterview Estates, a Planned Residential Development (the a "Second Amendment ") is made this l day of Weer.- 0- , 2002 by Dujardin co d , Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY z H H z has placed the document of record as a customer courtesy z 0 and accepts no liability for w w' RECITALS AND DECLARATION the accuracy br vauddr of MP tlkiatlPht U D ! A Declarant is the developer of the real property and improvements thereon legally o = described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The iu w Property is comprised of all the real property shown on maps recorded with the King County � ; under Recording No 20000505000735, Volume 194, Pages 062 -065 it. o iii z `' co B Declarant previously recorded that certain Declaration of Protective Covenants, o i Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y 1Wp\DUMRDDAFOSTERINDAMEN D i•O.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT o co 0 co _ ' 2 ;mur»+.,..,.�..,r ..1,,,, ..r,r...rn.n wow 41161t'Yi#S ilt t cn C7 Cry Crsq 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The mamtenance, 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 wall 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 associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common mamtenance that it determines to be m the best mterest of the Owners 2. Maintenance Resuonsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y 1WP DUJAEC1N (OS1ER2NDAJ4EN D ;MO DOC - =amt,+a .Wwi�Y?i •H'l'*,riy!+3"i L'. tlar °elo ? ham," 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its onginal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its Aies.cli STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Nve WeLota, to me known to be the 1?t2ES %Oc rct' of Dulardin 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 13 day of /!) AIeCb4 , 2002 Y I W?DWARDPAFOSTFxiNDAMEN LUMO DOC wrsi OA; - a a` 4,144 o�OSSIO A NOrg tit ti PU BC lc 9 e• F 3 - rs -20 3 0 2 Op �ASH�NG • c ture) CHICAGO TITLE INSURANCE COMPANY has placed the document of record es a customer courtesy and accepts no liability for the accuracy or vwlyddy of the document, �tn 1% o>r11}114 )- IZt21sori (Print Name) Notary Public in and for the State of Washington, residing at TI My commission expires 3 -I S -.0 3 4 it,4 grrtvi tint rosp,'x"i�.. Cr) CV O CV EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y \WPtDU1 .RDDAPOSTPR2NDAMEN D !■O DOC 5 CHACO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document. :4:ti' V , cairs. >.....w,�..,......,..n .r,. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200 - 0030 - 00 261200 - 0040 080 261200 - 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 261200 - 0080 - 09 261200- 0090 - 07 261200 - 0100 - 05 261200 0110 - 03 261200 - 0120 01 261200- 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200- 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO IITLE document IN Aof COMPANY hasp: d record as a cuSiomeI courtesy and d.repts no hetllbty for tho accuracy or vandlty of the documecl, • 261200 - 0210. - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370- 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 „Kappler Architects P.S. VERSION 574 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2108 w/ Office City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED.LOAD'(ie snow) • CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99086 -21 Date 2/25/00 SPM SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1/2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls Long Wall .7; 09 1 7117 RC:i}ST , F‘'ES) AR I1 ECT f � RECEIVED CITY OF TUKWILA STAMPED” "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default D2ccO -lQ9 7/28/00 PAGE 1 c6' N 0 W W; W O g Q Z 0 H W Z Z ~ H O. Z F— LLI U C3 O � • = W H H u. 0 111 Z = OI- Z WALL HEIGHT Ce Cq qs Iw 249 0.00 0-15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 341 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: Ae Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) DESIGN CRITERIA FOR WIND ANALYSIS P= WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Cq = qs = Iw = VALUE USED Ce = Cq = qs = Iw= -1.07 Exposure factor Method Factor Wind Stagnation Pressure Importance Factor 1.06 1.30 16.40 1 therefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) ri= ( ;818 fw_4�`;;- d3.5 fl = r i story shear r max = ( 2337 1 13470 I = P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1409 38 23371 0.17 PLF SF # FT # FT # FT # FT 7/28/00 PAGE 2 (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 92 8 7360 FIB EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 R oof (Upper walls) 31596 30 947880 947880 0.4730 6371 Upper Floor (Main walls) 31437 V4ppLEOI►TEC X308057 0.3294 4437 Main Floor (Lower walls) 33003 12 RFC 1 §( wp 2004093 0.1976 2662 (P) Upper Floor (Main walls) 15 931 SF 13965 S / S EX. WALLS 10 92 8 7360 FIB EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31437 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 92 12 11040 FIB EX. WALLS 10 64 12 7680 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33003 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 FIB EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0, 16N EASESHEAR:Vb= (3.0xCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL I WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR BASE SHEAR: Vb= 0.1964 96036 18858 Wi TOTAL WEIGHT hi (Plate Ht.) WORKING STRESS WOOD DESIGN 1.4 Wi x hi W= 315961# 96036 TOTAL FLOOR FQa41lt520 2555937 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xis 'load reduced by half due to plan configuration of front wall being concrete Not included in total Wihi / sum sum Hi x hi Wihi 13470 I# Vi 13470 # /28/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 @ 569 @ 818 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. M= T =C= 10.5 .iRF7589447 16.5 1118009 1.33 # FT # FT #FT # FT 59033509.54 1844797.173 ALOW.Ft= 731.501 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING f Eer SEISMIC FORCE 6269489 #FT # /BOLT KI: e ;1:851 FT O.C. # /BOLT 2.651 FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086.21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 143.64 # /NAIL 12843.20 NAILS Not included in total 164 113 145 0 341 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 Z Wes; JC U)0 N IL W O 2 g J' - a 1-0 Z 0 - 0 1— LU —0 11 1 Z U O �' Z V W h Wh F Roof (Upper walls) 13470 31596 13 410748 5236 Upper Floor (Main walls) 13470 31437 9 282933 3607 Main Floor (Lower walls) 13470 33003 11 363033 4628 #NIA 13470 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 @ 569 @ 818 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. M= T =C= 10.5 .iRF7589447 16.5 1118009 1.33 # FT # FT #FT # FT 59033509.54 1844797.173 ALOW.Ft= 731.501 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING f Eer SEISMIC FORCE 6269489 #FT # /BOLT KI: e ;1:851 FT O.C. # /BOLT 2.651 FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086.21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 143.64 # /NAIL 12843.20 NAILS Not included in total 164 113 145 0 341 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 Z Wes; JC U)0 N IL W O 2 g J' - a 1-0 Z 0 - 0 1— LU —0 11 1 Z U O �' Z 9 o 2.75 0 0 0 Mo= WaII(DL) Roof (DL) Mr- T =C REQUIRED 0 #N /A 7499.95 #N /A 280 #N /A 220 #N /A 0 0 0 0 0 201.67 0 0.00 0 2653.92 0 #DIV /0! 0 2- CS16 -30 0 #DIV /0I 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 9 3.5 2.75 2.75 0 341 latteMISONI MIN PLATE NAILING 5 INC O.C. Mo= WaII(DL) Roof (DL) Mr- T =C REQUIRED 9545.39 7499.95 7499.95 0.00 280 220 220 0 0 0 0 0 326.67 201.67 201.67 0.00 2633.92 2653.92 2653.92 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /0I 22 8 13.5 0 0 349 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 22325.43 37674.17 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 640 1080 0 0 0 0 0 0 1706.67 4860.00 0.00 0.00 2577.35 2430.68 #DIV /0l #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /01 #DIV /0! 15 4 10 4 0 199 F61 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 6363.59 15908.98 6363.59 0.00 MIN PLATE NAILING 9 INC O.C. 320 800 320 0 288 672 384 0 810.67 4906.67 938.67 0.00 1388.23 1100.23 1356.23 #DIV /01 CS16 -30 CS16 -30 I CS16 -30 #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 cc o: UPPER FLOOR Load Ht. 8 TRIB.LENGT 239 8 Mo= WaII(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 239 2 /3DL REACTION HOLDDOWN #N /A TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. 7/28/00 PAGE 5 9 12 13 0 0 123 = ,ls.�;: Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 11781.74 12763.55 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 960 1040 0 0 0 0 0 0 3840.00 4506.67 0.00 0.00 661.81 635.14 #DIV /01 #DIV /0l NA _ NA #DIV /01 #DIV /01 14 11 12 0 0 208 MOE Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 18260.75 19920.81 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 880 960 0 0 0 0 0 0 3226.67 3840.00 0.00 0.00 1366.73 1340.07 #DIV /01 #DIV /01 CS16 -30 _ CS16 -30 #DIV /0! #DIV /01 9 24 19 0 0 71 . Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 13699.70 10845.59 0.00 0.00 MIN PLATE NAILING 24 INC O.C. 1920 1520 0 0 0 0 0 0 15360.00 9626.67 0.00 0.00 -69.18 64.15 #DIV /01 #DIV /0l NA NA _ #DIV /01 _ #DIV /01 0 0 0 0 0 #DIV/0! 0VDI Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #DIV /01 #DIV /0! #DIV /0l #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0l #DIV /01 #DIV /01 #DIV /0! #DIV /0l #DIV /01 _ #DIV /01 #DIV /01 FRONT TO BACK UPPER FLOOR Load Ht. 8 CD 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht, 8 o: H z w U W J 341 341 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 341 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 341 w 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c c b d d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT a a b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d 7/28/00 PAGE 6 00. (00. cow ; W O '. 1_ Q fn � Z la la- V W ' 'O - 0 h - , W > . Z '. tai H I; O ~; Z 12 1.75 1.5 0 0 8431 I:RP Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 11803.28 10117.09 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. 280 240 0 0 0 0 0 0 163.33 120.00 0.00 0.00 6651.40 6664.73 #DIV /01 #DIV /0l STHD14 STHD14 _ #DIV /01 #DIV /01 #NIA 3.5 0 4 0 683L p2x.. I 0 0 #NIA 11: .T „ 1 CS: Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA MIN PLATE NAILING 3 INC O.C. #N /A 480 #N /A 1520 #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 653.33 0 853.33 0 0 5304.74 0 4958.08 0 HD10A 0 0 4361.59 0.00 4585.59 0.00 REQUIRED 0.00 0.00 #N /A (2) MST48's #N /A #N /A #N /A #NIA #N /A _ #N /A #N /A 24 3.5 3 4 9.5 683L p2x.. I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 19126.60 16394.23 21858.97 51915.05 MIN PLATE NAILING 3 INC O.C. 560 480 640 1520 0 0 0 0 653.33 480.00 853.33 4813.33 5278.08 5304.74 5251.41 4958.08 HD10A HD10A _ (2) MST48's HD10A (: 14 2.5 3.5 3.5 3.5 613 *p21 r; Mo= 12260.64 17164.90 17164.90 17164.90 Wall(DL) 400 560 560 560 Floor,Roof(DL 612 1068 780 396 Mr= 843.33 1899.33 1563.33 1115.33 MIN PLATE NAILING T =C 4566.92 4361.59 4457.59 4585.59 3 INC O.C. REQUIRED (2) MST48's (2) MST48's (2) MST48's (2) MST48's RIGHT TO LEFT MAIN FLOOR Load Ht. 8 ti z O u 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 569 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 u6 228 569 re ug re 2/3DL 2 REACTION HOLDDOWN 569 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS wl SSTB28 w/ SSTB28 TRIB.LENGT a b b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office 1997 -9 Lateral analysis worksheetl.xls d d d w/ SSTB28 c d SHEAR V WALL TYPE 7/28/00 PAGE 7 9 11 4.5 4.5 2.5 228 P14 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 20037.39 8197.11 8197.11 4553.95 MIN PLATE NAILING 8 INC O.C. 880 360 360 200 312 156 156 108 4370.67 774.00 774.00 256.67 1424.25 1649.58 1649.58 1718.91 STHD14 CS16 -30 CS16 -30 CS16 -30 CS16's TO HAVE STHD14 BELOW AS REQ'D PER GRADE 14 19 5 0 0 332 woros Mo= 50472.97 13282.36 0.00 0.00 MIN PLATE NAILING 14 INC O.C. WaII(DL) 3040 800 0 0 0 Floor,Roof(DL 0 0 0 0 0.00 Mr= 19253.33 1333.33 0.00 0.00 MIN PLATE NAILING T =C 1643.14 2389.81 #DIV /O! #DIV /0! 5 INC O.C. REQUIRED STHD 14 2- CS16 -30 #DIV /0I _ #DIV /01 9 23 17 3 0 119 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 21922.51 16203.60 2859.46 0.00 MIN PLATE NAILING 14 INC O.C. 3680 2720 480 0 0 0 0 0 28213.33 15413.33 480.00 0.00 - 273.51 46.49 793.15 #DIV /0! NA NA _ CS16 -30 #DIV /0! 0 0; 0 0 0 #DIV /01 LDIV/01 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0! #DIV /01 #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /0! FRONT TO BACK MAIN FLOOR Load Ht. 8 o: 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w J 569 569 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 569 569 W 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheet) .xis WALL SEGMENTS b c b b c c c d d SHEAR V WALL TYPE d d 7/28/00 PAGE 8 0 0 #N /A 0 #NIA 0 #N /A #N /A o 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #NIA #N /A _ #N /A #N /A #N /A 0 0 0 0 #N /A #NIA #N /A #N /A 0 0 0 0 0 p 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #N /A 13 16 7 0 77966.96 95959.33 41982.21 0.00 2860 3520 1540 0 0 0 0 0 12393.33 18773.33 3593.33 0.00 5044.12 4824.12 5484.12 #DIV /01 ON CONC. ON CONC. HD10A #DIV /0! ...- -- - 14 3.5 3.5 3.5 3.5 818w Mo= 31486.66 31486.66 31486.66 31486.66 Wall(DL) 770 770 770 770 Floor,Roof(DL 900 1740 1164 396 Mr= 1948.33 2928.33 2256.33 1360.33 MIN PLATE NAILING T =C 8439.52 8159.52 8351.52 8607.52 2 INC O.C. REQUIRED HD10A HD10A HD10A ^ HD10A e RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 818 Ht. 11 Mo= WaII(DL) p Floor,Roof(DL LL 2I3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. LOWER FLOOR TRIB.LENGT Load 818 Ht. 11 Mo= Wall(DL) Floor,Roof(DL ct 2 /3DL Mr- REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 TRIB.LENGT 8181 #NIA 11 Mo= WaII(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 818 2 /3DL REACTION HOLDDOWN I #N /A 24 WALL SEGMENTS b C a a b C b C w b C wl SSTB28 w/ SSTB28 w KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 3 INC O.C. 7/28/00 PAGE 9 • ay _ ! C.) N 0 W; co LL w O CO 2' Zh ' Z ,11J w- D p_ 0 co' 0 1 - . W W' I- 5. • Z U co O � 9 20 5 0 0 294 IMP,1414#1 Mo= 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 4 INC O.C. WaII(DL) 2200 550 0 0 0 Floor,Roof(DL 312 156 0 0 0.00 Mr= 16746.67 1176.67 0.00 0.00 MIN PLATE NAILING T =C 2401.29 3003.29 #DIV /01 #DIV /01 6 INC 0.C. REQUIRED ON CONC STHD 14 #DIV /0l #DIV /01 14 19 5 0 0 477 ' >. P11110 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 99707.74 26238.88 0.00 0.00 MIN PLATE NAILING 4 INC O.C. 4180 1100 0 0 0 0 0 0 26473.33 1833.33 0.00 0.00 3854.44 4881.11 #DIV /0! #DIV /0l ON CONC HD10A #DIV /0! I #DIV /01 9 20 5 0 0 294 P,d Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 4400 1100 0 0 0 0 0 0 29333.33 1833.33 0.00 0.00 1771.96 2871.96 #DIV /01 #DIV /01 ON CONC _ STHD 14 _ #DIV /01 #DIV /01 0 0 0 0 0 #DIV /0l NDIV/Ot Mo= Wail(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /01 #DIV /0! #DIV 101 #DIV /0l MIN PLATE NAILING #DIV /0l INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0l #DIV /0! #DIV /01 #DIV /01 _ #DIV /01 #DIV /01 _ #DIV /01 FRONT TO BACK LOWER FLOOR Load 818 Ht. 11 C7 2 /3DL LOWER FLOOR Load Ht. 11 REACTION HOLDDOWN W 2 /3DL U REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 w J 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 818 818 w co 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c d SHEAR V WALL TYPE TRIB.LENGT a b TRIB.LENGT P1-4 AT CRIPPLE WALL w/ SSTB28 b P1-4 AT CRIPPLE WALLS TRIB.LENGT a b c C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d 7/28/00 PAGE 10 Diaz RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER CaY :1 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 Job No. 20181 JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803-2581 FAX 803-3289 . t:IrZait.Wrsattgaseuasg.*-------.*.+*a+awswnaeP I M, PERMIT CENTER JAMIESON CONSULTING Consulting Engineering & Project Management • 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' "5) 503.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS COMMENT H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1,00 x4 1.00 # - ft # - ft #- ft ft ft ft ft 7'� = 25007 = 4O 0/ //tax / , 0 K' a1= 4" A41,1 1 /l,''o, c, CM cx FOOT�A/G Sp, 4Us - 45 ()#4 d/' gr.. = 00367 /1u' 14,114/ Liao = V 77?127() l' 2 JCS NAME F05 V E JOE NC. 2 r 91 ay 7:)J Z TYPICAL CANTILEVERED RETAINING WALL 35 EFP #1 ft3 Equivalent fluid pressure 0.267 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 Length of heel DATE SHEET NO 1 '= S 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 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 () # (1l 111 II 4vo "0, (A) W 4J - gv''o,c, 47 8EADS (3) #4 coA r 3 ' CLzfWZ Jte S' S , ' :aox eta 5eaL5 8vw xW •! ::. _ a _ . JAMIESON CONSULTING Consul:ing Engineering & Project Management 1. 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 JC INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft - / =ZEoFsl =10 1 l4 = 1.5 ij1,1 STEEL / C/ 5P4A) FOX SaoIb A o, . 42- d 23 if y � zo. JOB NAME FOT r Ze W JOB NO. 20 lei DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 tl G/ I, L �I / d � tl 6 • BY .7)41 'L_ SHEET NO. OF ( '4 o tl , c, 4 J no G A- '- 13E/0;5 I VC, Atz 'C)- 4coNr • JC INPUT 35 0.267 6 0.67 0.67 2.00 0.83 JAMIESON CONSULTING Consulting Engineering & Project Management .901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 -f — c) 803-2581 • FAX (425) 803-3289 NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft -Pc = 25C0 p 7i= 4o Ks 1 ishao 3,67P/ d4 @ F INS i /,99' 5 501,/4)& room/6 S PAit)5 AL / ZOtiT�a L JOB NAME FO5TECV Sill JOB NO, 2 O f 0/ DATE SHEET N0. TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing s ' III=- I'f�UE • w k N 2 , 0 „ BY 4, (2)44- I 4k46 /0 I /z 4 j&e o, 5). cr 7 -2)Gd Toe • OF 3 • 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 1425) 803.2581 • FAX (425) 803.3289 • JC INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSULTING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP Cf a w 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 JOB NAMEMZV /EIlt/ JOB NO. DATE SHEET NO, OF 25Gi ps I Ks l /I Co, z" d= 45- 61,37 mit/ F/,'D tl l/ /2 C, V / OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft Location of resultant force 20161 BY '7 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 rooT/NG SPANS { 9gz, Dig= 44- h= 8 aC 42" << 4 /ij (3 4 t @ � C � / I �I 8 41?6.O 4-j e4/'0, c, ( 4.4 cON r twnmlUG'I°'fg'�w - , - JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 . 803.2581 • FAX (425) 803.3289 DATE SHEET NO. 5 OF CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 8.00 3,42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 # - ft 4,501 # - ft 5,077 # - ft 1,787 # 643 # 800 # 343 # 3.08 ft 2.41 ft 1.71 ft xs/ u= 6,07' a4" , = a 374 4 ( morC , P //VD "4' #-' /0/'0, C, % l 2,(v5K/ pz5 u= JOB NAME F e n ! -V tE IN JOB NO Zo let OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if Xis not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • • s't su BY 1A1 i sipao (Z}1 TOP RT `4 G�12'orc, 4V Ir a c- I 1 /Z il C I. A 4#4J 4'o� G (5).g 4 color Q ' vo N 1L w 0 . q 2 J N_ Z '; r Z F- 2 CO; OF—` w —' 0' ui ; N ~ O Z % C JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 25400rsi 4 = 40 or #4 b0 Ks' *5 /4 = 9,92'` d= 6'r 4 = o,4/ 5 ato.c, Fly � ,► � 4- / z ' , 0��, INPUT 35 10 0.67 0.83 2.25 1.25 NAME OUTPUT EFP a w toe heel H 10,00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 2,65 1_ 625 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft "aviit JOE NAME _, / E v 1E V v JOE NO. zo t 8/ EY at)1 Z DATE SHEET NO,,__42_ OF CANTILEVERED RETAINING WALL W/ BASE SLAB 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 Co) .44 7 °P (I(E_--0 ni T t flZ+� osi ,goo Gg "orc, , 4 x 2 - D " IIO'r0r c , Oq- cavr � .r � . t l rt 2 =5 g lL Vr 00 rn O w ; W 0 Q F_ ! 1- O z v CI 0 N, H w W !, LL 1 w 0 ~ z JC • 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 . '' ^5) 803 -2581 • FAX (425) 803 -3289 INPUT 35 12 0,83 0.83 3.17 1.25 JAMIESON CONSULTING Consulting Engineering & Project Management CANTILEVERED RETAINING WALL W/ BASE SLAB a TPP8. 0 2 NAME OUTPUT EFP a w toe heel H • 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1.35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4.63 x2 3.59 x3 2.63 UNITS # / ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 4 7:1', - 4 5 s / ( .44 :0 4. 5 u= /7.z "' d-S" 4 w 4ifforc, F/ND "N" R2 . .� /2'o.c /c g btu = 3,54 7 ' JOB NAME r Q VIEW JOB NO. 2.0 let DATE SHEET No._ OF COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall Weight of footing • 14 N 3 , • O BY (2.;.441-ToF • @t2'O,C • au n O) $ ' W W w o LL H W ; Z �' dc n O N; 0 F— wuJ u,. 0 • Z U I= 0 Z C JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 . (425) 803.2581 • FAX (425) 803.3289 - � 0600 Psi .d4 Ai,. 23,3"' GT= 8 7s =0 z / F /AD k oq- CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0,83 t ft Footing thickness 3,33 toe ft Length of toe 1.83 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.99 ft Total footing width fs 1,981 # / ft2 Soil bearing if X is in mid 1/3 fs2 2,059 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 2.00 ft X 1.61 ft Location of resultant force 2Lf /3 3.99 ft F 3,120 # Total horizontal force FS 1.584 Net factor against overturning Mot 13,680 # - ft Overturning moment Mr 21,667 # - ft Resisting moment Mu 23,256 # - ft Ultimate moment for concrete design W 4,966 # Total weight on footing . w1 2727 # Soil weight on heel (120 Dcf) w2 1494 # Weight of wall w3 746 # Weight of footing x1 5.08 ft x2 3,75 ft x3 3.00 ft 10 5"61.-gf#1 JOB NAME r�/ v IA/ T JOB NO. 2 (f BY ✓J DATE SHEET NO.AL OF \r) NT5 (*) 4- rop V C, r II ( " 4s tot or C1 1/'i cteAra z. 1 5' C, � lb''Drc, (7) 4c�Jr • � w 2 0 0 N 0 w w J' w 0 u.. co F=- w ' z III zzi U 0 O N± 0 H: O , O z JC INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management , 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 NO VAT 517)/AlG F0077t6 S`PktVs ,Dzl z, /l/gr or P s/ i/ UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 250 1 9st Ity Ks / = 3,9 a6t' 4 , 3/A/7 4 E3"0 FVZ) 11 // F6Z- 4-0 /6/b,c, /,q / //=675 JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / S tt N g • (*/ 4 TCP • .1 "Cl-g fp It 8 lob p8.0 �lli�ll ltI et-Le "0,C, •f el.x3.Ot @HOC, cur tu n cn 0 co J F N u_ W O ;. g4 u_a co = Cy f - W Z F 2 j V 0 0 I— a wi F V IL— ~O 11 O co 0 ~ z JC a 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management 9.17 50 0.67 0.83 1.00 3.67 JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 7 zscoFs ' =�DKsI • 765"`' 4 5 o,4? /4J z/ '? 5 "orC, fl it ff 'V „ ,0e 4i' /D'b1c /h - 31/7 /-7 6175' 410 VgT SL(D /AJ& ; FeormIG oP/4-A // iVVz, NAT 0 4GS / V4. COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base” Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing lo" 3 a. m o • BY SHEET NO. OF (z� t#4 7pn 6 (W — 0 ; l ll4 , &/0t ►o.c 1/ I knct aiL 3 -00 lO /04-cottur o — 3 8 CNT5 4? er co vO w' N u.. w0 g —0 Z I f— 111 uj; U 0 Hl • w � •() • 0 • W z _ OF z__. JC INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management •'901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 - (425) 803 -2581 • FAX (425) 803 -3289 11.17 62 0,83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel Lf fs fs2 Lf /3 x 2Lf /3 Fk FS Mot Mr Mu w w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe 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 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft - 0500 PS/ Iy-4osi �vo K51 ( 14' /3S3' d-=e" A= 0,41 �� L #>� 5 c 9'0. c, (.o) '' /,/ FOE 4/ 4 ✓ 9''or c, 4,75 f7- 775 �D 4/7 SG/l cc774/c, SPA' /orz(z, Pd NO T of P 1 , 3 Ctg JOB NAME JOB NO. BY DATE SHEET NO. OF Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall r Weight of footing 0 111 =111 f " 4 -4- /0 tlfo r c , I it J LLi / for c-.t & 2 hod X4 -o''@ g''orc, /68)44 covr ), n � BNTS I 4 ) fY � U to o' to tu v IN z H 0. z � LLE ce p 0~ w w! U . u. z w OA 0 H O z "WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Homeowner: Site: DUJARDIN PLAN #2108 w/ OFTICE, , ,Builder: COMPONENT PERFORMANCE ENERGY BUDGET. REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @13 * *vinyl clr /air REFERENCE 707 11.66 CITY OFETU KWILA Analyst: MATT MERCER Jurisdiction: SEP - 5 2000 Utility: PERMIT CENTER House Type: Single Family 'Floor Area: 3014 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 706.9 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 HOUSE ID: 99086.21 Area = UA 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2671 165.6 1299 46.8 28299ft3( 181.3) X Area = UA 930 52.1 32ft 21.5 119ft 83.3 1299 53.3 394.0 204.9 µ ,Items ,in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 re 2 v' u)(3,, cow, W 0 g -J Z Ot C), -$ 0 1_± = t U. - O iii Z. N C.) F= �t 0 Z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 PILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing , Mass 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: SUPPLY RETURN Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM Light Frame, Sheetrock walls PROPOSED Gas Furnace DEFAULT 78 62 % 0 Vented crawlspace Attic or garage 0.60 45724 Btu /hr 9962 Btu /hr(22 %) 55686 Btu /hr 83500 Btu /hr (150x) 176 MBtu $ 986 Integrated Spot & Whole House 0.0 () Btu /hr tons (@l25 %) kWh /yr Solar Access: Partially Shaded Location Avg Rvalue Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 Surface Area 602.8 ft2 120.6 ft2 HOUSE ID: 99086.21 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 3014 697.4 9042 U) LL W J ct CJ O (.) O N I. uj cv . z p N-. WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 VILE: K:\\KAA\\99\\99086\\9908621.WS HOUSE ID: 99086.21 GLAZING ORIENTATION PROPOSED PROPOSED South : 99.0ft2 North : 99.0ft2 Southeast : Northwest : East : 98.0 West 98.0 Northeast : Southwest : Eff S Glz: 4.4% _Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 JOB NAME: Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: 2/25/00 JOB NUMBER 99086.21 BY: MJM Copyright 1994 WINDOW TOTALS ROOM NAME i WIDTH (IN FEET) HEIGHT AREA (IN FEET) R ".FLOO SQUARE FEE � O QUANTITY (HOW MANY) I TOTAL AREA I TOTALS (IN SQUARE FEET) (IN SQUARE FEET) BASEMENT BASEMENT BASEMENT TOTAL MAIN 4.00 6.00 8.00 DINING FAMILY FAMILY FAMILY ENTRY 4.00 6.00 5.00 2.50 1.00 MASTER BEDROOM BEDROOM #2 BEDROOM #3 LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 7.00 6.00 6.00 4.00 4.00 5.00 2.00 5.00 6.67 5.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 40.00 20.00 40.02 25.00 12.50 6.00 TOTAL UPPER PER !FLOG 28.00 24.00 24.00 14.00 14.00 22.50 6.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 20.00 40.02 40.00 40.00 40.02 50.00 25.00 6.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 SUMMARY 100.02 161.02 132.50 393.540 3,014.00 13.1% ,NOrnejgrAW)tf•-54MIlkil, V ( 7/28/00 9908621 - Glazing.xls January 8, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #3 Development Permit Application Number D2000 -199 Fosterview Estates — Lot 9 4226 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, hit i4D-O Brenda Holt Permit Coordinator encl xc: File No. D2000 -199 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 PUBLIC 'WORKS PROJECT REVIEW ' COMMENTS Project Name: F03t6» L / Cam /' /eS Location: toe 9 File #: D2 000 — p 4? Action: ber,ied F 2 ; U U Date: //05/00/ $ . co w; Reviewed By /O,4,U 5P5NC,E�2. U LL+ w PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION g 3 ` U. a N 3 1 CODE REQUIREMENTS COMP PLAN CEP x w ' OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS z o RFA WD 125 VAL -VUE w w' 3 0` PW STANDARDS PRE -APP PROBLEM AREAS 0 N ! , ~ W W% 1/ ) ?Ya se.t M lam- set /1•45 0 . si ie sec tio's 9 4, /ofs S 6 7 8 b z f Ali 9, _; �t o /2/44.‘ sl:se - r yor+c ,..4 s e c,ti'o w �.,, /or- y � .�... a./'+: l•:1. J. 1. 4. 11416414, 6: f .l L✓ e. u_: r1 r71x1d1kY £S!,�&46rfi.4Llflrih'e+.lh -kY October 31, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #2 Development Permit Application Number D2000 -199 Fosterview Estates — Lot 9 4226 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -199 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: FOS elVi €+P1+e5 Lot Location: File #: Action: Date: DENIED 9.21. Reviewed By: JOQ, Jl.Q, S evtceir PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA 49.016 S 137th. 5E D 2.000- 199 PW STANDARDS PRE -APP PROBLEM AREAS Plans it .?or Id' 09, but the 3 pase Teri, Assoc. e4,14.- !eau is vi tot B. Please make sure, plains 6444 feofeck report rn oi& . 2 Land a teri nub 6Li44 4 s u.Q, cu, gds of. cAzt o.+ ( f.; .f), cue' 5. Shit P2.2 a) show N Arrow moue to site ply. +0 4te 148144 side oL 444e sheet (mew c) lake) One streets : 5 131 PL cAd 43 "c Pt 5 4. 5ht P6.2 shows cross 5ec,+tov,s of 'GPIs 5, G, 7 (24.418.04b. Plec oc iisert correct sleet P6.2. whic14 i i4ceu,des Lo+ 9. COMP PLAN MISC. STUDIES WD 125 CIP MAINTENANCE NEEDS VAL -VUE 2 ") • N cow- 9 � w o g a; z ir' of Z IIJ n oI- w w' IL - O w z O Z' Permit Center City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 _ ARC IIJ T LCS RS Jour conty(ete hone y(a nit ilia resource August 28, 2000 RECEIVED CITY OF TUKWILA S EP 6: 2a0Q PERMIT CENTER RE: Response to Correction Letter #1 for Fosterview Estates Lot 9, 4210 South 137 Street, Permit # D2000 -199 1. All Sheets Listed Below have been revised to address all issues per "Meeting with Staff" 2. Earthwork Quantities are shown on sheet P1.6 3. The Wattsun report has been calculated to heat the entire house. The typical building method will be to insulate the main floor framing and leave the lower floor unfinished (unheated). Should a buyer wish to upgrade to a finished (heated) lower floor, the lower floor walls will be insulated per the Wattsun report. Revised or Added Sheets include: Sht 4 of 4 , P1.0 , P1.2 , P1.5 , P1.6 , P2.2 , P6.3 , P8.0 , C8 , C12 , C13. Should you have any questions or comments, please do not hesitate to call. John President pler CORRECTION p Q 14311 SE 16th Street . Teirevue, Wit ')8007 1.800.888.4517 • (425)641.5320 . fax: (425)641.531S C0800_32 Fosterview lot 9 Correction letter #l.cN% vw.knyy(erliomey(nns.com July 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -199 Fosterview Estates — Lot #9 4226 South 137th Street Dear Mr. Kappler: If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -199 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be • accepted through the mail or by a messenger service. 6300 Soutlzcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Project Name: Fosterview Estates Permit File No.: D2000- Lot # Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: Building Department Review Comments 1) Pages missing relating to site specific soil conditions and foundation elevations. Geo -tech letter refers to pages not included in plans and sheet index may not be complete. 2) Wattsun program appears to be based on total square footage of house including basement. It also lists R -19 floor insulation which would lead me to assume that the unfinished basement will also be unheated as insulation would be installed in ceiling above basement level. Wattsun program should be based on total heated area not including basement or basement wall and slab Insulation should be substituted for ceiling insulation. Show insulation in plan cross sections to clarify intent. I- tX ILI 2 0 O' co O co w t-; w 0; g a ` J'. z �! z �. ur 2 , 0 co' o F— wW I0 LL Lb Z i 0 z Project Name: Location: File #: Action: PUBLIC WORKS PROJECT REVIEW COMMENTS D rosier L4W s7/tS . 1 De Ned Date: 6. 23.2090 Reviewed By: JA9NHA SPENCER (2O PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN OVERLAY PROGRAM MISC. STUDIES RFA WD 125 PW STANDARDS PRE -APP l Plc) caf2 / of siart ievie) ':..o / your /lam ii cmplete submit/al. Play Sheets showirjj s;•e sped t: se 10 is and 5 to 5peuf'c- AldArz-doiien, dea:15 are rlissinsr . • Shea 1 4 of Fosize /viP.�.) 5u v, s, oh 5hcL/l e b .e-ack seq. 3. Coact i/czl vu e Set OZ9'1sh7th 042.1 ASIWc. ' 4/2 /-vr sewer" dr w (2-121r S 2vv�'C�S hock, u. 5 . ,f' yowr t(Q i sioii res -uhrn;/ ile e eadress Q 1' - i %14e5 discus a t the J 0 24 WOO me . 1,,3111" T`LLL, c W 9 s 5 1 Da CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS � t o z � W W; O N; 0 H W W(, H • LL H o ; l z o '': . z DATE: June 22, 2000 PROJECT NAME: Lot 9 Building Permit PLAN CHECK NO.: D2000 -199 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. This lot is in Phase B and cannot be constructed until Phase A is complete. Cc \Nora's riles \FSTRVIEW\LOT2REVISION.DOC PLANNING DIVISION COMMENTS asmneffleswm TERRA ASSOCIATES, Inc. RECEIVED Consultants in Geotechnical Engineering, Geology CITY OF TUKWItA and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra@terra- associates.com SEP - 6 2000 PERMIT CENTER Mr. Bill Fowler Dujardin Development Company - P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review ' Fosterview Estates, Lot 8 Tukwila, Washington Project Description Wereviewed the following plans: • Sheets P1.0 and P1.2, Architectural Site Plans • Sheet P2.1, and P2.2, Architectural Plan • Sheet P6.2, Site Section for Lot 8 June 5, 2000 Project No. T- 1515 -2 Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 8 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. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three - level, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 180. The daylight basement level will be at approximately Elev. 167. The basement may be constructed with a slab- on- gracfe floor or above a crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to :five feet will be required. Up to eight feet of fill will be required below the garage floor. It is not anticipated that significant fills will be placed at any other location on the lot. Minor fills will be required to create finish grades for the driveway and:below the basement floor. After completion of foundation walls, excavations will be backfilled. D2cco-. 19q Mr. Bill Fowler June 5, 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 onthe site. Excavations and Earthwork The site plan indicates that temporary excavations of up to five feet may be required to construct foundations for the lower basement level of the residence. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations, and 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 may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spans.' 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 should 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. An additional uniform pressure of 60 psf should be added for walls adjacent to the driveway and garage. The lateral Toads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passsive 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 beused. 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 tY ? . 00 �o vow W =; Nu. w0 d w Z 1- 0 Z 2 j U o. 0 ES w w ' ? MI Z ; iti U H '— O Z Mr. Bill Fowler June 5, 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. Costa Philippides Engineer Anil Butail, P.E. Principal • CP/AB:dvp • cc: Mr. J er Architects, P.S. ■11 Project.No. Page No. 3 ACTIVITY NUMBER: D2000 - 199 DATE: 07 -31 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 9 SITE ADDRESS: Original Plan Submittal . Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works G1�1R kuX. S n DETERMINATION OF Complete C J Comments: TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ) CORRECTION DETERMINATION: Fire Prevention Structural COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions n REVIEWER'S INITIALS: rM Planning Division Permit Coordinator DUE DATE: 08-02-01 No further Review Required DUE DATE 08 -30 -01 n Not Applicable ❑ n DATE: Not Approved (attach comments) ❑ DATE: DUE DATE Not Approved (attach comments) n DATE: v U O co 0 w w ; w 0 gQ w z z 2 U O -, '0 H' w W' I I O .. z U =' O 1- z ACTIVITY NUMBER: D2000 -199 DATE: 11 -30 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 9 SITE ADDRESS: 4226 S 137 ST SUITE NO: Response to Incomplete Letter # XX ' Response to Correction Letter # 2 Revision After Permit Is Issued Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved 111ROUIL.,)OC srri PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions' n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12- 05-2000 Incomplete n Not Applicable No further Review Required n DATE: DUE DATE 1- 2-2000 Not Approved (attach comments) ligPt0 REVIEWER'S INITIAL$: DATE DUE DATE Not Approved (attach comments) Li DATE: ACTIVITY NUMBER: D2000 - 199 DATE: 9 -6 - 2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 9 SITE ADDRESS: 4226 S 137 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: c)We ' fn 1. Approved NRROLJ Uj)OC PLAN REVIEW9R6UTING SLIP Fire Prevention Structural Incomplete n Not Applicable E Not Approved (attach comments) I " I fw DATE: wtaulzht Approved with Conditions CORRECTION DETERMINATION: REVIEWER'S INITIALS: u n Planning Division Permit Coordinator DUE DATE: 9-7-2000 No further Review Required Approved with Conditions Not Approved (attach comments) n DATE: DUE DATE 10-5 -2000 DUE DATE DATE: ��.^ 1F> 3' 1^ .'°..ttt1KM'�i.�F:Y!?¢� °F?tr.;Ml �, w; �vngi Y`?'" F ±Y. rnn. ...m.T*^�n+n.°2� °•.- rrw•.,w.nc. ACTIVITY NUMBER: D2000 -199 DATE: 6 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 9 SITE ADDRESS: 4226 S 137 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: RT B � i dl" ing Division III Public Works Q�0:4 441t %O!G G SRL DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Comments: TUES /THURS ROUTIf 'G: Please Route REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: Approved I Fir g F'r`v ntion • <p-u Structural Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions 110 Planning Division G Permit Coordinator DUE DATE: 6-20-2000 Not Applicable No further Review Required DATE: DUE DATE 7- 18-2000 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: dtvrec, W-4( mat9. 4 Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: OVO/ Plan Check /Permit Number: D2000 -199 Response to Incomplete Letter # ® Response to Correction Letter # 3 0 Revision # after Permit is Issued Project Name: Project Address: John Kappler Phone Number: f!0:1 4/el 2../.4 e-e4/v . ke/ /W Contact Person: Summary of Revision: Sheet Number(s): FOSTERVIEW ESTATES — LOT 9 4226 South 137 Street "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ✓ (1� Entered in Sierra on '10! City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA JUL 3 1 2031 PERMIT CENTER 01 /08/01 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I • 2 .47D Plan Check /Permit Number: D2000 -199 O Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 9 Project Address: 4226 South 137 Street Contact Person: John Kappler City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 RECEIVED CITY OF TUKWILA NOV 3 0 2000 PERMIT CENTER 6425 f --ri . 5320 Phone Number: Summary of Revision: I *TNE Co- 12.E6-5f CEO -TECH 2E LOT q LEAS 13 E I MCC- ,t O 1'D . :Z . S HEET P 1 .to I-tA5 12EviS 0 TD 12E FLECT' COT 4 3 1=1 fir: MA I I2EhAEMTS . 3, sHEET 1'2.2 LIAS 8E 1 gv 1S1 To 2EFEC T: A) t•Its?TH , k0112014 g) 51e Pt.Atil R E" y c) man S1 F MAW E or SHEET- �. SHED P69.3 FIRS I3 14 I mcw DM Ta pE7XAC L p (D •2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [Entered in Sierra on 11 -?0 -6D 10/3 I /00 , .. , U0, N 0 ; wW J u. w u. v . Fw 1- O Z 1- 2 D V 0 01 w - I h- - L O tiii Z (j) i O 1—, z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S,U' - City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 El Response to Incomplete Letter # ® Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 9 Project Address: 4226 South 1 37 Street Contact Person: John Kappler Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Rec 'ved at the City of Tukwila Permit Center by: i Entered in Sierra on q -co Plan Check/Permit Number: D2000 -199 Phone Number: Summary of Revision: RECEIVED CITY OF TIUKWILA SEP - 6 2000 PERMIT CENTER 07/25/00 Fire Department Review Control #D2000 -199 (510) Ciiy of Tukwila June 20, 2000 Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief Re: Fosterview Estates — lot 9 — 4226 South 137 Street Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -i. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 aBSS°P"''!E')° "a ..,,...wvwciYmn . nsrncarwn+. nwefir^. +xr�+• te,IA,rn.amwxSu pe a'. A z tom, 6 0 N 0 ; cn w 9 w0 ga co R .. E- O z F- ur O cn O 1- �s u, —0 ui z 0 E z Page number 2 Cc: TFD file Ncd City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5/a The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 -575 -4439 ••• • ,.:.....4.1:.4.1 ,sa.:1 ";.. .i. su:,ex sd m.ct •.•:,; W641.141l1 - :,.- CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: - Vi&c s R equired only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size_of mainl: L - '! iriftetikittict PaVso rY.s ./s .:EP ' C ivictop ' Qiiii"i c, f nfrbi:majlOn r; Name: OLL Address: Name: Ktp ()ler lateuVietit Address: 5�.c' 7y yyy,J: Phone:S cog 1 -5a90 Phone: 4 - 354- 801B This certificate is for the purposes of: Residential Building Permit ❑ CommerciaVIndustrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 lsx 3 14tl Ors (C Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): 1,N3 CJC� warm D i sir l I C) . las Owner /Agent Signature: Date: 5 Lt -cxz ( A61 I PART B: (To be completed by water utility district) The proposed project is located within (c. c .r. I', , c.K5 (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3O gpm at 20 psi residual for a duration of 2 hours at a velocity of / fps as documented by the attached calculations. I hereby certify that the above information is true and correct. kC cc/0 0 is; I i zS�' Agency /Phone 2c.)6" - z ck _g S -ctr-? Z — pv Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Agency /Phone WTP AVAII nor !, /S /o!, D2-00o 199 H-ha RECEIVED crry OF TUKWILA JUN zua� PERMIT CENTEI Date z i ▪ w re u 1 0 0 0 CO CI CO (LI J i- u- wO 2 gQ = d I- 1 Z = H I— O z � U � O - O I- w W LL w U= O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: la Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone . Proposed Use: S Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: lei' 4rt:shUk 5 Po. Phone: ( 12,5 (oy (, 5 Z,O . . Property Address or Approximate Location: Legal Description(Attach Map and Legal Description if necessary): FD S4Ce art e,J E5 LL f o q TO T # a (p i 02oo - 0010 Part B: (To Be Completed by Sewer Agency) Si 1. 5 a. Sewer Service will be provided by side sewer connection only to an existing & size sewer X," feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 5( a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 551.0) SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b . Easements: ❑ Required • ❑ May be Required c. Other: L 'WORKINO TOWARD A SETTER ENVIRONMENT I --:e SEWER DISTRICT 14816 Military Road South P.O. Box 69550 �. Tukwila, WA 98168 Phone: (208) 242 -3236 Fax: (208) 242 -1527 H' II CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR O Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from th- •ate of signatu e. _a'� j S / / c Title D 2Doollft 199 By vN3pptgv "anr..*n,vovv Ngti^.nR,.V. Wrno,s<,morr. wArmor:a+rxa. n.w,.no',. nmwan..r.,w..,,..,, _ / OF CP OF TUKWILA Date JUN 1 9 2000 PERMIT CENTER f. • • z UO: to 0 w J w � 2 J' < co O �w z _ 0 Z H: 0 co (� 0— 0 1-- w _ —0 .z = ' O 1- z FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS LOT 09 ADDRESS: 4226 SOUTH 137TH STREET TAX PARCEL I.D. #: 261200.0090 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA. 98026 425- 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 -641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA. 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 -803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 P1.0 P1.2 P16 P2.2 P63 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE B - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 9 - 11, 13 - 15 SITE SPECIFIC SECTIONS - LOTS 9 - 12 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 9 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 # B2000.060) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDAR DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE c' I 19 SEPARATE PERMIT R • JIRED FOR: II CHANICAL ECTRICAL +JIVI I3l AG [�: . S PIPING CITY OF TUKWILA OIL Ert!Ii..D;NG Ql�f l _ Stc-rl FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans ackno•Medged. B Date d. Permit No. am' s,s¢° J N 8E M ;5 S KC �: ,`. • � �' 3 s p u ,; rl +1t f . r • wt1 -- These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. 'The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: ',fit 0 ( By: CORRE TION LT R # &cCE -S ( R 1 cz w r1 E»000 -Fn z a w o F O z 2 ON W � 1:11.4 O w O w �� W o Z Q W A Z 0 U z 1- U w 1- v O co CIS Ns. CD U7 CD c rn C LL 0 * LLJ RECEIV OF TUKWIt a CtS 3 0 2000 TITLE JOB NO. : 00127 SHEET COVER SHEET MINIMA t • AREA LOT IT PHASE LOT 1 1 LOT 2 A LOT .3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B LOT 9 LOT 29 D LOT 10 LOT 11 LOT 12 8 LOT 1.3 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT! PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT .30 LOT 31 LOT 32 8 LOT 33 A LOT .34 LOT 35 LOT .36 9 LOT 37 C LOT 38 LOT 39 10 LOT 4C D CONDITIONS I . CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPUSHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPVENT PLAN AREA /PHASE Ku .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 INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SING.t FAMILY HOME PERMITS; 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 iMPLEMENTA PON OF HOUSE FOOT7-'VGS, 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 FOUNDA TIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF T.-IE 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 GEOTECHN1CAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THA T CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THA T THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDA TIONS. 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 MI T7GA TION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8. THE GEOTECHNICAL ENGNEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT TI -: WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLA T OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT' P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEA TTLE (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 FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS "UT7L1TY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH W1LL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, A T WHICH TIME ALL SUCH RIGHTS, 71 TLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABL UNVE al EL2 EL3 EL4 EL5 EL6 EL 7 as EL9 EL10 all EL12 ELLS EL14 EL1s ELI 6 EL1 7 EL18 EL19 EL20 EL21 EL22 EL23 EL24 EL25 EL26 £1.27 EL26 EL29 EL30 EL31 EL32 EL33 ELM EL35 EL36 EL37 EL38 EL39 EL40 EL41 EL42 £143 EL44 £1.45 EL46 EL47 EL48 EL49 EL50 _EL51 E.52 a53 EL54 EL55 w DIRECTION DISTANCE N89'59'54'W 40.25' N0039 04 10.13 N89S9`541W 58.26' N73 41'17'W 102 70' N73 41 62 N19'36'341 4.56' N8718'54 "E 51.21' NO9'07'32E 7244' N5 770'04T 27.23' _ N8323 d'- 29 0505 N1375'571 2255' N8936'14 46.42' N14179'36E 35.05' Kern 6'09'w 47.06' N8876'09'w N16'33'05E N217045E N8240'23'w N72'41 '4 N52172'4 71Y N52V2'47'W N8920'56'w N8970'56'W N8970'5611' N6041 '36"E N00170'00'E N8970'56'W S7579`14E N6632 39E 5.12' 3200' 25.84' 14.86' 20.92' 3209' 28.92' 26.97' 24.39' 16.55' 52.67' 9.61' 33.40' 45.91' 22.42' N1938'541W 38.71' N32'55'12'W 33.44' N8522.06' N51,7'35E 18. NO8'45'04E N41 '0835"w NO232'46'W N64,3'41 '91 NO232'46'W N38V3'34E N8453'41'1V N38AS 34E N7479'41 - E NO33632'W N3459'321' NOV 9'49`E N2635'4211' NO2'44'34E N35'05'21 N22'42'40E Ner48'28'W N87'48'28'W N8 r48'28'w NO137'43E N353r5rW S53'57'15 22.04' 22.68' 21.13' 60.03' 19.88' 23.66' 41.66 16.16' 26.99' 3,.75' 25.95' 15.18' 14,9.3' 1 7.08' 21.05' 16.28' 20.74' 10.83' 2.57' 50.00' 74.34' 80.93' OPEN SPACE EASEMENT CURVE TABLE • C VE I RADIUS ( LENGTH I DELTA C1 53.11' 57.93' 627943" EC2 EC3 47.00' 17.23' 2059'52' 33.27 36.25' 6275'18' EC4 20.00' 49.81' 142'41'51* 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 CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS to MANAGEMENT .5605 COLBY AVENUE EVETTETT, WASHINGTON 98201 (425) 258 -4438 FAX: (425) 258 -1616 DA TE 2/7/00 Dor BY _.KMG _ ,roe No. 96089 SH T 4 OF 4 RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER • LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 B LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT15 A LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 PHASE A LBED ERI MMEND GEOTEC THCITYOF W N./ vv '�vv v v v w v v v X ••uvv �✓ vv v v 407 vvv� \,/\„/ vv V v v v v'. v v v , vN/v vvv vv v vvvvvvv vvvv vvvvv vv v vvvv vvvv vvv v v v v v v v \,/\,,S, v vvvvvvv 'Vy v 'Nvvv vvvvv ' - u vv v vv v v N vv'vv vv vvv N,/ 'V v v v v vvvvvv ETOBE E SINGL BASIS, G DATIO B N OF H S� N MEAS BEFORE AND E 1MP1N• ALFAS ' LOT BASIS L MATE UCTION F DITION Y, E UNSUIT PER PORTI N' ED DURI GI 25i El I I Cp 0 PORTION' PE PROBLP�MS PHASE B PHASE KEY LOT # PHASE PLAN PORCH AREA 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 X �ivvvv' .i 5, vv PHASE D ' \ vvvv v v 's,/ 'vvvvv %vvvv V VVVY 2 3 PHASE C LOT # PHASE LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 • 1568A 1568B 1843A 1843B _2060 2108 2246 2119 PLAN 2119 2060 1568A 1568E 1843A 1843B 1843A 1843B 1843E 1843A 2060 2119 2060 2119 1843B 1843A 1843B 1843A 1843B LOT 40 D 1843A (SFE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 6 MOD'F.D PORCH AREA 10 5 6 7 8 9 CONDITION 1. CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE W DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CONS 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL REC OF TERRA ASSOCIATES OR ANOTH E ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. B. C. D. E. F. TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR S CONSTRUCTION AREA AND PHASE MITIGA FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TATION OF ADJACENT HOME DEVELOPMENT COMM CONSTRUCTION DESIGN PARAMETERS ON A LOT B FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. THERE WILL BE UNITED EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'U (SOUTH END) OF EACH LOT WILL BE FLA LW' DEVELOPMENT OT ACHIEVE AN INCUNATIONO ACCEPTABLE OPTION IS TO PROVIDE A CAN11 MECHANICALLY STABILIZED RETAINING WALL THE (NORTH END) OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE GEO RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BAST, GRO THAT THE HOM FOOTING AND FOUNDA ON DESI iF ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO MENDATI NS. 9 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEE IS TO OBSE VE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. FI D REPORTS ARE TO BE SUBMITTED TO THE CITY OF KWILA D' TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCT! AREAS AID MITIGATION MEASURES. B. VERIFICATION OF FOOTING, FOUNDATION, R NING WALL AND FLOOR SLAB INSTALLATION METHODS D DRl AY PLACEMENTS ACCORDING TO GEOTECHNICAL R MENDA NS, C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTR ON IN ADJACENT HOME DEVELOPMENT CONSTRUCTION AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS HO ME PLAN MATRIX & SCHEDULE & THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICA N ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISSED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIINS.I TRACT "A" ARTY Li - T)P ()RACY WY) OME DEVELOPMENT PLAN \ \ D/Ocr7.- N 40 80 E. =40' 40 1 • RAO' 160 RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER • CO CO ▪ ° ▪ g* CO r) TITLE JOB NO. 9801321 SHEET P1.0 r LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 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 LOT1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 I 1843B 1843A A — 2119 B A C 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 2119 X 1 LOT 21 LOT 22 LOT 23 I LOT 24, LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 PL 1568A 1568B 1843A 1843B 2060 2108 2246 2119 C 1843A 1843B 1843A 1843E D 1843B 1843A 2060 2119 1843B 1843A 1843B 5 7 LOT 20 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX &SCHEDULE (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) \ TRACT "A" — PROPERTY LAC — TrP (TRACT WY) \ ` \ , \ t7looc Iq1 OME DEVELOPMENT PLAN DETAIL" ASE-B -r 0 KEY PLAN f 2q 40 80 E:1 =40' w PERMIT CENTER 0 v u C1'J cG U q) co 0) 0) Q 0 z 0 0 co co CD C) Ln 00 by C\I O7 X C 0) o � .: o (1) CV CD Cr) : (0 on N TITLE JOB NO 9801321 SHEET P1.2I 160 RECEIVED CITY OF TUKWILA SEP - 6 2000 _i N. 15' CET IFER 77/E \ ON N SOUTHGATE PARK e tliffr /11.r — •••■ • • ".„ 1/77L/TY POLE , \ • EX. 1177L/TY POLE 4( 2 4.5 U771/TY ROL 15' NA 771 i /EGETA 170N I BUFFER t I . EX ROCKERY I - .*;// • • • • ex cove IrAcz Et W Y Pat • - ct\ ■ . J . N. '"S:S — • t! .1bk , i i , ‘ . \ '• N _. \ , • ..,\.. , , , s„ , , ... , , , .. \ . 3 . • , 1 /2 • / . s . . . . ••• - - - i •• ■ , . ...... . , e-s, 2..............:-_---- _- .'11" , i ; , ../.--_--- ----------- ,,,• -- _ - - ' . ,/ - ,... „--- ; ! I ,,,..-,,,, '1 .• . - ■ ' : ' , ,,sr -k,, i s / ! ! , ! , . (PIRROAMT Y) LINE -- 7W .; GRADING AND STREET PLAN PER CIVIL FINAL GRADING P LAN SHEET CO3.1 N N 7. PROPERTY 1/NE - TYP ()7FACT SD)) TRACT "A" • - /a . 3 P 1 ". , •_ ., a. : ■ \ ••••55 • \ \ ' .. • _ - \ \ • . ''IP , vr‘ \ — \ : E 1 LAN TRACT \ • \ ,••\ • • 1 • , \ ; „‘ • s • • • • \ s„' • : „ . • . „\1\ S S - .61./FFER .:s• 3 / 4 \ 7:17 SCALE 1:40 0 20 40 60 80 160 Si 51 /1- • / • • SS. , UY POLE CITE STEP - EE A5.0 -1 I 1 t k1 ' i I N• 7ELE - NEW 5' CONC WALK 1 - NEW 5' A.SPH. WALK • 4 SEE SWEET A5.0 FOR SITE STEP INFORMATION RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER CO TITLE )B NO. 98013 SHEET P1.5 • CUT & FILL CALCULATIONS (IN CUBIC YARDS) SOUTHGATE PARK RrIrS/RiAN AAP PUBBC C/lifir EA7riEN/) r \ �r ieiE \ ` \ R - _- _- ._- .__.__._- __... -.__. 2 ∎ ,,/, 'J /' X. \ i \ EX. UAL /TY \ PLXE I MNShBW .440 It8c aN/TY afiaf/ ' I * - J nL /TY POLE \ ■ i 1 ' � Anr£ i TA TX.N 1 ER 1 { ' I GRADE COMPARISION fit Av rrERY .i 1 1 I `- • PROPERTY / /NE - 7W (TRACT NOV iX K Ex. C vC ;Ma — Ex GUY Pq E' 7 ;PTcclrr ( sAa v..w7 fl I I - i PR/a4 f f Ao fir ! „. _ r .. N 7 - -i -� ■ THESE CALCULATIONS ARE BEING PROV'DED TO THE CITY OF TUKWILLA AS FART OF THE PERMITTING REQUREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TC INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES. BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. 1LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. 02 177 266 N/A N/A 03 35 37 0 4 ^04 60 114 N/A N/A 05 25 193 N/A N/A 06 25 204 N/A N/A X 07 22 290 N/A N/A 09 25 235 N/A N/A 10 35 255 N/A N/A 11 , 60 ! 150 N/A N/A I 12 i 8 7 30 N/A N/A 13 193 30 N/A N/A 14 41 150 N/A N/A — y — 15 45 150 N/A 1 N/A 16 45 85 N/A N/A 17 56 36 N/A N/A 08 40 227 N/A N/A 18 76 36 N/A 10- 19 108 30 N/A N/A 20 140 25 N/A N/A 21 35 25 N/A N/A 26 449 27 551 28 647 29 424 30 381 31 3.3 32 35 33 38 L -34 35 35 596 36 580 37 480 38 446 39 ; 395 40 473 TOTAL FILL 40 40 40 40 40 137 81 122 37 40 40 40 40 40 40 ADJACENT TO LOT WITHIN R.O.W. CUT FILL 45 0 55 0 N/A N/A N/A N/A N/A N/A N/A N/A 0 83 0 3 N/A N/A N/A N/A N/A N/A 7 N/A N/A N/A N/A N/A N/A Ex. ULZ/ PCXE AYXPERTY 1./AC - TYP (TRACT B V 9 TRACT ” 1 /X AbKA11..Gtuoia TRACT "A" • \ \ \ A. \ -\ \ • - .� - . \ k-4:0 ‘ \ \ -' `Z S. G am , \ I , • \ S -a • r Z DO° Aw--4 FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 1__1 SCALE 1:40 2 0 40 60 80 160 i j LiY POLE TELE TE STEPS A52) t "1 W I Q NEW S' C19NC. WALK S. 137TH STREET SEE SHEET A50 FOR 517E STEP MFOIe'1ATION CO C7 U) -� Co U `-`' CO CO CV Q) c, 1-' c� o I a � o (.) (\ .) az) U Z L o > � •�► O C.) t o OQ CO mN CO Ca Q r TY OF I T - OV 3 0 nu TITLE - )B NO 98013 SHEET • P1.6 • • r CLEAN L 20' FRONT SETBACK ti / , ` . CONC. DRIVEWAY — `—.420' WIDTH MAX. & 15X -SLOPE MAX 'WATERLINE N O • ,\ •(5. OP, 'F/4 14.YDP- AL,y- IS pcpIT-0)( • N ' - N \ 2000 jyq SITE PLAN NOTES hc.c pL ry have been reviewed by the Public i` irks Depan:rcn: for �c►nit rmrance with current i arty standards. Ac tau .c is suhicct to errors and emissions which do not authon.ate v14111' rrs of adopted weldor& or ordinances. The zispaamMlity for the adequacy of the design rests totally with the designer- Additions, deletions or revisions to these drawings altar this date will void this aooeptsssoe anti will tegtvre a aew6nittd d revised del for Final secaptanoe is subject is Add iuspectioe by the Public Works cultic; iospee" - pate. BY: V.0' 0 t ACcE-ss 5 M t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P15. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C -12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 8. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #t CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C -13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20' -0 MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2, 3, 4,5,6,7,8,9,31,32,33 AND 34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED 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 Pt0 , Pt1, P12 , P1.3 AND P1.4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. la CUT AND FILL CALCULATED FROM SHEET Pte. • to U Q) • -C U CO Q 00 CO N rn x c (13 0 o> c 0 n� : (0 � o CO RECEIVED ',,ITY OF TUKWII ! O V 3 0 200o Sic x , , `r , i gags oo ,= , 0 I PILE JOB NO 96013 DETAIL PLAN SHEET P2.2 0 iiitiiiiiii I- - - --.4 44376- AVEINUE. - - L . S . T37tIr AVENUE MDFIPALI " • 4 1 • - A FINAL GRADE FOR PLAT APPROVAL REVISED ORIGINAL GRADS FINAL (GUIDE FOR LOT IlUILD OUT (A SITE SECTIONS FOR LOT 05 Scale = 10' FINAL GRADE POR PLAT APPROVAL © 1. SITE SECTIONS FOR LOT 07 • • • • • • ■• • • • • .■ • s • • • • • • ------ - I - - - - -------- - - ------------------------------- - ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 4 iiiifiiiiiIi M N FLOOR sty. ittr 7 _ _ . _ . FINAL °RADE FOR UN BUILD OUT irr I. fie _ _________ • _IT .4_ _ _ _ L _ _ 160'_ JOE NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #78 OF APPROVED PLAT. S - 137t1 AVENUE .-.-.-.- - — FINAL GRADE POR ;;,;;,j --------- T ----------------- -- OVAL • - . . . . . --------------------------------. . . _ . . . ------------------------ . . . . — FINAL GRADE POR LOT BUILD OUT — I • - • _ • • _ • _ _ • - _ • • — _ • _ • - — • - - • - - • _ • _ • — • _ • _ • _ ■ - • _ • • - • _ • — • — _ • - - • _ • • - • - _ • _ • _4 _ • — - • • - • • • _ - • — - • — - • _ • — • _ • - - • _ • _ • _ - • _ - • — - • _ • _ - • _ • _ - • _ • — • — - • _ • - • - • _ - • _ • — • — - • - • - • - • • - • _ • - • _ _ • 4, • 4 _ _ _ _ _ _ _ _ . . _ _ _ _ _ . _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _ . . _ _ . _ _ 11 El 1 S AVENUE . . . . . I - . . 71- UI I ir olvmoomm 11L- 1ft WII■seir 1101.. • SITE SECTIONS FOR LOT 06 „_ 0 REVISED ORIGINAL GRADE I - -1- -1-4- - - - it z000 j qg Scale = 10' ------------------ • SITE SECTIONS FOR LOT 08 Scale I' = 10 ----------- MAIN FLOOR ELY. IW 210' -+ _ • _ _ _ _ _ • _ _ _ _ _ _ ' DATUM _ _ _ FINAL GRADE POR LOT BUILD OUT - - - - - _ _ _ _ _ _ _ _ NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #78 OF APPROVED PLAT. • _ 150' _ — 1_4(e_ RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER • _ < Ci ›. III a> 0 bgE 0 Co C. z 1:4 co C1) JOB NO. TITLE SHEET P6.2 011 ' � ______ 1 - '--'--- -'+_-- T -- u 137th AVENUE_ U v �.___--__-_---_---� } -- --f-' -'--�_' S 137th AVENUE _______ - [ L _DEIV � / f -- ---- �-- -U �=~~—`~=�� ---- _'_�_____«uow^� o '_----- e �-,- -'-- ' z ' - -_- — '_--_ . ^ % '�,^r— ���—~ -� '__________/__'_'__�._._��___�-=—. N --'- --- • • REVISED ORIGINAL GRADE - � -- . -- - '__'________.___'___�_�___- .-�._ .'�_______'_._'__ . 1 _ ______�°�"��nm,"�^�u�� c __ - ----- ---~--------'------- ------ --'-- _---_'--_-----_'� mr _'+_____ '___________.________'__'_ SITE SECTIONS FOR LOT 09 • I 21K U -----------, �--' I _ __ • -'--------------------�-----'------ _ ---'=--�/--U " —'---------- A - / n --'------ '--- -'--- 3� ~ U v ./.--_- 1 REVISED ORIGINAL GRADE _____ _'____ FINAL oRAmnm PLAT APPROVAL 0 11 // =NT Piing _ __ HIGHEST RIDGE FINAL GRADE SITE SECTIONS FOR LOT �� NU "" '__ ____-�Mir. || � -' - •C K n ii - - ------ - - ---- ' ______ _--�um__ ------ -- ---__ ' '---A� -- — _� -- - FINAL GRADE FOR LOT BUILD OUT -' Scale 1' = 10' LOWES a � _ ____'__ nv __'�____ NOTE ALL FOOTING DEPTHS WILL oEPER ITEM #7B OF APPROVED PLAT. ' ------------ U � ----------'-- "� _-_-----__- ______ -U� ------------- roe. . � mc .� ____ U MK .OW = . 1 a ������� � I ° ----------------------- _ _ ' - ^ 11 ' NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #78 OF APPROVED PLAT. U -'--------- ---------- -------'—'—'----- . _- _-'----- --__ i -_ f----------------� 1 ^___ ____� � - - -- ______________ _��� AVENUE _ ,�— _� _-_ —/ ~U ~ -'- � ����� SIDEWALK _/ . �°. / _ � ---------�----:-;.4 . __- — — — — — — —, � ��,�umu"mow�ox�m T -'-------------�' ---- FINAL GRADE POI PLAT APPROVAL ________ ___ ___.____ -- ------'------_ -�� � ----- - �______��+�'�� • - • e ---------------,,� p ^ w I . ln.- Tr. — ./ ~ - t —,"^^ 4 -1-L-L�j�� _ FINAL GRADE FOR PLAT APPROVAL - __ _____________________ ---------- '/.-_-- -' -- � � ____'_-'_.___________.--'--'_'_--__ ---------------- ----------- r mr _____ WAIN FLOOR ELY. 11, __'_____����=���� ��^�^��u���� ��a�� LOT1.10 �� ]���� ^� '�� � ��� �� �� � �]�� SITE =��' `--~ FINAL GRADE FOR LOT BUILD OUT ��-----------'------'- ---_'--__--_-___-_-__-n SITE SECTIONS FOR LOT �� N�� . �_- _ -_ PAVEL St am°xm RIDGE ' \- � � --- , . /_ - _____ _'_.__ 1----�� -------- -|----�� -------- . ' � f .nu _ __-_------� _-- _ NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. IOC � '_-- -----''��---_____ - + .. 1,p0"1_7........._.............. - �� _��� --,----------------� --------------------( ��^_ -----�8��� __ _ ____« __________,.. _-_'_ '--'----- -----------'---- -------' -------- ( -___ _______ ---'----U -11: ----------------� -------- _____�. __-�_' o -� _-_ mmwm�- �u�vu _i__ _ if ` 1Th• ..___ U u _vn- ------- .-»�_�� ________ ____ r . ' 7 " --- =—_____—_--_—__—' n -_'--__-__- ~ _ _ ---- -= ....... _1. _-'--'_- SIDEWALK � 1 67 oo^^ We �������� ____ A." 04C � 1 k 'sr �� nc - —� — } --___- / vm _.__'_ ]� --- - -------� ---4� -------- NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #713 OF APPROVED PLAT. CORRECTION . Ur RECEN ED JUL 3 1 2001 PERMIT CENTER co CD a) TITLE P3 NO SHEET P6.3 to�o•"���'� • 10 L 3/4' =t-0' (4) •4 BAR VERT. t STUB INTO FOOTING '4 BAR WRAP • 12•or. MIN. TOP AND BOTTOM 36'x36'x10' CCNC. PAD m/ (4).4 BAR EACH WAY ON SOLID SUBSTRATE FOOTING DEPTH PER GEOTECH ENGINEER TIP. DECK CROSS SECTION 06200- 19_TJI L- L NOTE FOOTING DOES T SLIDE N THIS CONDITION SPANS HORIZONTALLY. d) z Z L QP z NOTE: FOOTING D CONDITION, HORIZONTALLY. 3/4'=1 -0' FOOTING DRAIN DETAIL N.TS. FOUNDATION DETAIL 3/4' =1-o' FiOTE: FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTNG SP HORIZONTALLY TOP OF SLAB \ TOP OF J BAR F (SID GRADE W TOP OF SLAB 3/4'=1 -0' �I • � N � iI iilllF= 112' CLEAR -0' / 8' 3'-8' NTS. FOUNDATION DETAIL 3/4' =1-0' • , OUNDATION DETAIL GRAN4LAR sifiac-JRA.. FILL SEE SITE SPEGFRc FO L ATIQI. DUAL FOR FOOT•6 FABRIC - MRRAF 5001( OR EQUAL TC TLI E MASHED 1/8' 1 2•,D' MN. O/ER FOOrG DRAM 4 RIGID PERFORATED PIPE t4% M*t SLOPE! •4 HORZ BAR 3'-0' • 10' oc (DIV. 3 SHEET A -I) SOLID SUBSTRATE SEE DETAIL S i W FOR FOOTING DRAIN 011NSTRUCTION (DIv. 2 SHEET A -I) 033W10 5/8'..Y0' AB. iii/ 2' •' /16' SLi STEEL PLATE • « • 4' -0' OL. (DIv 3 A- I) EXCEPT AS NOTED • ARLLALL MRv. EMBED r' •4 BAR • TOP 04 VERT. BAR • 16' OC, FULL HEIGHT OF WALL (D!v. 3 514EET A -I) •4vERT.J BAR •8' (Div. 3 SHEET A -I) •4 HORZ. BAR •l0' (Div. 3 SHEET A -I) DAMP PROOFING ( Div 1 SHT Al) .n TIGHTL STOP OF FT (5) i4 BAR CONT. (DIv. ET A -I) 5/8'0x10' AB. W/ 2'X2'X3/16' SQ STEEL PLATE WASHERS • 4' -0' O.G. (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. (2) •4 BAR • TOP •4 VERT. BAR • 10' OC, FULL HEIGHT OF WALL (Div. 3 SHEET A -I) '4vERT.J BAR •5' (DIv. 3 SHEET A -I) •4 HOW, BAR •10' (DIV. 3 SHEET A -I) - (6)'4 BAR (,CWT (DIv. 3 SHEET A -I) SOLID SUBSTRATE SEE DETAIL 9/f"80 FOR FOOTING DRAIN CONSTRUCTION (DIv. 2 SHEET A -I) 5/8'•x10' AB. IIyy//'VX2'X3/I6' SLl STEEL F14 RS • * OC (DIv. 4MIEEET A -I) EXCEPT 45� NO TEp ON SHEARUALL E 1' MN. EMBED. 2) •4 BAR • TOP 0 4 VERT BAR • 9' OC, FULL a HEIGHT OF WALL (DIv 3 SHEET A -I) •4 HORZ. BAR • 8' oc (DIv. 3 SHEET A -I) - -- (8 BAR CUNT. (DIv. SHEET A -I) SOLID TRATE / I SEE DETAIL - = FOR I' 6' 10' 4' -8' FOOTING DRA • tiTRJCTION NT.5- N.T5 ` ' (Div. 2 SHEET A X E X 9 r z al z \ TOP OF SLAT DAMP PROOFING ( Div 1 SHT Al) .n TIGHTLINE p� a '4 HORZ. BAR 3'-0' • 10' oc \TOP OF FT'G (DIV. 3 SHEET A -I) ::r _N TOP OF SLAB z 5 VERT J BAR GR 60 • 5' oc r. Z (DIV. 3 SWEET A -I) in DAMP PROOFING ( DIv 1 SIT Al) d) \ TOP OF TIGITLINE p� 11 4 HORZ. BAR 4'-0' • 9' oc TOP OF k. (DIv. 3 SHEET A -I) ;\ ;? NOTE SOC. MIST BE N z PLACE PRIOR *C 3LL BACXPLL OF 4.N L FOUNDATION DETAIL 3/4' =1-O' 41 \TOP OF J BAR MEN GRADE TOP OF J BAR NOTE: SOC. MUST BE M PLACE PRIOR TO FULL BACKFILL OF WALL. FOUNDATION DETAIL 3/4' =1-0' FINISH GRADE TOP OFJBAR ' NOTE: SAG. MUST BE IN z PLACE PRIOR TO RILL BACKFILL OF WALL. 0 P -10' NTS NTS FOUNDATION DETAIL 3/4'=1 -0" • - r z z L z L iA FMI coup O( G OF J AB is 1 I/2' 11 • • I •' - (1) (3) AT (Div 3 • SOLID SUBS SEE DETAIL 9 - - FOOTING DRAM (DIV. 2 SHIEST A -I) 3' -2' 10' 1' -3' FOUNDATION DETAIL NOTE: S.O.G. MUST BE N dt PLACE PRIOR TO FULL BACKFILL OF WALL. ,; N'S II • 2' -3' ` 8' 1' -3' NTS '( NTS NTS NTS I . • •I AE 5m .,c. AB W' 2'4' ` SO p R S PLATE • • 4 -®- O L (Div 3 Ep' • rte- AuL _ SOE✓ ! • 8R� _ fir•! . 1/2' CLEAR \\ 1 1/2' CLEAR • &Fr BAR • 7 0c. RLL HEIGHT CF NAIL (Div 3 SHEET A-U R /Elt' J BAR • 6' oc (DN 3 51-EET L -;; DAV PROOFING ! 'X,14. 1 SW AU ' .+ORZ BAR • iv oc O.£iiLAP , !'1N. (Dtv. 3 51€ET A. TICOTI NE l5' •4 BAR CONT (Div 3 SHEET A -t) SEE DETAIL 9 FOR FOOTNIG DRAIN CCNS'RICTION 'i 2 SHEET A -; / SOW SUBSTRATE 4' CONCxAB DYER 4' ROCK OVER / 5/8'•x10' AB. U' 272'X3/16• SQ STEEL PLATE WASHERS • 4 : -0' OC. (Div. 3 SHEET A -i) EXCEPT AS NOTED ON SHEARLIA .- SCHEDULE 1' MRL 013ED. (2) •4 BAR • TOP •4 VERY BAR • 12' oc. FULL HEIGHT OF WALL (Div. 3 SHEET A -I) X VERT. J BAR GR60 • a' oc E (Dfv- 3 SHEET A - I) DAMP PROOFING ( DIv. 1 SHIT Al) •4 NORZ BAR • 10' oc r - OvERL4P (MIN) (DIv. 3 SHEET A -I) TIGHTLINE •4 HORZ BAR 2' -0' • I6'oc (DIv. 3 SHEET A -I) SEE DETAIL 5/P80 FOR FOOTING DRAM CONSTRUCTION (DIv. 2 SHEET A -I) (6) •4 BAR CONT. (DIv. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER vAPOR BARRIOR 5 /8'•x10' AB. W/ 2'X2'X3/16' 5.61 STEEL PLATE WASHERS • 4' -0' O.C. (DIv. 3 SWEET A -I) EXCEPT AS NOTED ON 5HEARWALL SCHEDULE 1' MM. EMBED. (2) '4 BAR • TOP '4 VERT. BAR (5' -0' MN) • 12' oc (DIv. 3 SWEET A -I) VERT. J BAR GR60 • 5' oc (DIV. 3 SHEET A -I) DAMP PROOFING ( DIV. 1 SHT Al) •4 HMI_ BAR •8'cc I' -6' OVERLAP (MN) (DIv. 3 SHEET A -I) TIGHTLNE •4 HORZ. BAR 3' -0' • t2' oc (Div. 3 SWEET A -I) SEE DETAIL 9/P80 FOR ..- FOOTING DRAIN CONSTRUCTION (Div. 2 SHEET A -I) 5/8'•x10' AB. W/ 2'X2'X3/I6' S.Q STEEL PLATE WASHERS • 4' -0' OC (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE 1' MN. EMBED. (2) •4 BAR • TOP 0 4 HORZ. BAR • 8' cc (DIv. 3 SWEET A -I) - - -- Mkt BAR CCNT (DIV- 3 SHEET A -I) 03300-06 V 3/4' =1-0' 03300-07 •4 VERT BAR • 10' oc, RILL E HEIGHT OF WALL (Div. 3 SWEET A -I) �. • VERT. J BAR GR60 • 5' oc (DIV. 3 SHEET A -I) DAMP PROOFING (DIV- 1 5147 Al) •4 HORZ. 3' -0' BAR •10' (DIv. 3 SWEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER vAPOR BARRIOR k Sl z (6)•4 BAR CONT. (DIv. 3 SHEET A -I) SOLID SUBSTRATE 4' CCNC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR FOUNDATION DETAIL 3/4' =1-0' TOP OF SLAB FOUNDATION DETAIL NOTE: FOOTING DOES NOT SLIDE M T14I5 CONDITION,FOOTING SPANS HORIZONTALLY'. ai TOP OF .1 BAR FT' 2' -0' ( 8' ( 10' / NTS 'FOUNDATION DETAIL 3/4' =1-0' FOOTSK5 DOES NOT SLIDE IN T14I5 CO4DI116N, FOOTING SPANS HORIZONTALLY. TOP CO FOUNDATION DETAIL D2Doo-- o33oo-0e 3/4' =1 12) 44 BAR • 'Op VEHICULAR SURCHIARGE `CLEAR HICULAR ° HARd'a5 r I/2%4r see, s'A2'XWAb' SII STEEL PLACE •45.ERS • 4 -R9' O.0 D 3 SHEET A -I. ECU' AS NOTED ON bE 4RLA,__ SCIE17tLE r F ( EMI: 4 4 H+ORZ BAR C' OL, ' -6' cm** OvER_AP (Dtv 3 5HEET A - ', 0 4 /ER J BAR 16' OL. ALTER HATE sees ( 01. 3 5HEE' A - TIGHT_ >E DAI'P°NG )Dv/ 1 SHEET A -I) a SEE ✓ETAIL 91'80 FOR I FT;* DRAT CON , Div. 2 S HEET A-',/ � — SOLID S1155TR.4TE (3) •4 BAR CON' (Div 3 SHEET 112'•x10' AB. W/ 2727x3/16' 5fi STEEL PLATE WASHERS • 4' -0' OC. (Div. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. (2)•4 BAR •TOP •4 HORIZ BAR 10' OL., 1 -b' CORNER OVERLAP (Div. 3 SHEET A -I) •4 vERT. J BAR 16' OC, ALTERNATE BENDS (DIv. 3 SHEET A -I) TIGHTLINE DAMPPROOFMG (DIv. 1 SHEET A -1) SEE DETAIL 9/P80 FOR FOOTNG DRAM CONSTRUCTION (DIv. 2 SHEET A -I) SOLID SUBSTRATE (3) •4 BAR CONT. (DIv. 3 SHEET A -I) 5/8'bd0' AB. W/ 2'X2'X3/16' $G2. STEEL PLATE WASHERS •.�/ OL. (DIV 3 SHEET A -I4 CEPT AS NOTED ON SHELL SCHEDULE 1' MIN. D. (2).4 • TOP TIGHTL NE .I` (2) TOP •4VERT.J BAR •8' (DIv. 3 SWEET A -I) '4 HORZ. BAR •10' (Div. 3 SHEET A -I) 5)'4 BAR CONY AT TOE (0 3 SHEET A -I) •4 VERT. J BAR •6' (DIv. 3 SHEET A -I) 0 4 HORZ. BAR • 10' cc (DIv. 3 SHEET A -I) AR CONT. 1 A -I) TE 4 03300-01 03300 -02 •4 VERT. BAR • 16' OC, FULL HEIGHT OF WALL (DIV. 3 SHEET A -I) DAMPPROOFING ( DIV 1 SHT AI) SOLID TRATE SEE DETAIL r FOR FOOTING DRA • ' ?RUCTION (DIV. 2 SHEET A 03 5/8'•x10' AB. W/ 2'X2'X3/164.0 STEEL PLATE WASHERS 01' -0' O.G. (DIv. 3 SWEET A- XCEPT AS NOTED ON SHE L SCHEDULE 1' M D. •4 vERT. BAR • 12' OC, FULL HEIGHT OF WALL (DIv. 3 SWEET A -I) DAMP Pra'OOFMG ( DIv 1 SHT Al) TIGHTLNE M kORZ BAR 3' -0' • 10' cc (DIV. 3 SHEET A -I) FOR TION CITY OF TUKW SFP - 6 2000 PERMIT CENTER i F- r/) Cr Z w X U >- 0< - LL1 Z cc LLI Qa =0 LU cc wcO _ up zw0 CC m0 O 0 > J w = I- c w _ Q _JIMU Q_ J W • w Q w� Z co = 0 H Z (O Q Z - G w F Q CCo0 0 QZ 0 000 Z O OZC/. � w JQ QQZeCcL � I Z - co w ▪ � sW LI I w LL w cc O >-wcr ZF-0<l c l Vf w �? co TITLE JOB NO. : SHEET P8.0 CO Co LCD LO X C (0 O Li C (/1 CV L • C" CD > CO N N C\J CC) (CD O CO 0) • • .,Airomotimmip, 11111:13a 000l 9 - d3S vilmwu JO /di 9 CI3A13031:1 f = . • st, (3& 9[1 917 (5.539JV 5) (SS32.21e 3700/0) (SS320Y N) (3S„9r) 96 (.1/70 3N _8) 11 YA1N-I1) .18PF1 '(4_773 M011e/3/10 1.9 ( 35_90 zz 117 (Mk ) ez 11 (4f/14.91) PP 7F1 Ys.zi) frers./ Y_74/„ .?•/) 6 'f I 16R 1 /0 kt r9 900fri 5 ' Z1 8r .67,3 OS 97/t/1_70 77Y41 335 3a/cY 0311/80_183c/ 0/007k1 „fr 11V3149S113 41/711/2/X7frlf (41/24/72 2102 38311 KOONS 30~80) '7714 4 9N/N4 803 I ro.2 335 S77Ycl5 48210770 01 „e 20 .9/Af 0383400 H,2J10 3C7/501/08 31/c1 (MO _91 X.7 age AM& dU - Ailaillaie .. 358/700 die VA! 11'991 31 frWI eit9 - 01 610 5, HSV7dS 7711d5 ,:8811/70 01N/ 021,10/Z(110 77V41 2 251191Y 137100 N/112/0 S1/78S 771/dS NI 031119/74Y0 Al 20 35Y9 .1t 1371/70 4/4480 _EN3i1gSt>3 X1/7Z1/7 ..1N311 68/.00/Y7VM ,01 (4lkel) P9 es. - _eg, - ; fri 79; (Ai.e/) 6Z SSI 1 091 .7/4?</' gg 611 (4„e/; /,-;. 61i FL ze ;0- 1' !As_ fre 6e1 AlcI z - .9F1 7i d.)1?' zz9FlYiN„II LE :90 ISPfrl 0 05„ _152100,7 831 YAI /AU ..15Y1 N/Y80 1713 i - I e 67 I q.s •z „ rfr721 3/ Wei,/53:32 .21111rig 0043 /-.) 120NY_7Z7 S7/1/130 771191 37S 3d' 070012/ fr 11,53 3911N1Y210 e3113.5" 311 , 41/71(/ 7 1 90 /A7ris 1 may 91 ; !Ig4li,1 Yea' off . 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SAN M/> /9 -30 RE 1877 1E 181.6 \ \ EX. SAN MH #9 -31 RE 205.4 /E 202.2 (8" N, S eF W/ EOCE OF EX. ASPHALT SPEC /FICA l7ONS ALL MOW SVALL BE AV C121092YAIANCE M►n/ Ms DOT WW1) STANVARD PLASS' AAn .SrECO7CA NCSS fDP Rq iq MAW AAQD MASICPAL L h S1R1iCTAX (47Y a'- IUrMrA P1/11111C maws MIER MiCS RUCDON AND ACCWICP4eNT STANDARDS ANV VAL VLE STIET1 D/SIRICT STAN7ARD SpECW7CA7A216 A/AM' ES .914 L BE 441-AC/ 0/AAC1ER, TYPE 1 MIN ECCOV1R1C OWES DOE UAIWIAV NE/Q' /T ar AE &SFR ADOW 1)E C1 WALL BE 24 MN= AIA t/DM'N;' ributr AM7 GOLD?.. BAST .2 W mull LD'VTAW A PRLFAAD4!C41 V COYLNE1E OYANNEZ MOVER GYASS 51A D PYASI7C LAW? BY CU LAW? LID Gi4 E01/.4L ALL MAMA2ES S7/ALL 6E CliAN1i2ED 10 lhE CROWN a$ ne SEVERS Th - AV1ePT at- 1J,E 0111E7 .271ER SVALL BE A MAWAl'AV a'- al FEET 6120M' iitr "1211.10V6 0V4E7P1" EIEVAlni ALL UA PRZES . '?AU HAW LAAAE7PS AA0 SAFETY SNPS SEME7P APE S'/ALL .6E PW. ASMi / D -tiJ034 SDP .# NOTE AS-BUILT INFORMA l7AN IS AS OF 9/30/99. MANHOLE LIDS IN PAVEMENT ARE IN ATP. RIM E EVA77ANS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED EX. SAN MN /9 -32 RE 237.1 /E 2301 EX SAN Ao. "7%-1.? 1LA 46 4C 'MSC' (8" ad SJ EX 'war 10.2,4 (5" our 49 EX COW NO1E SEE SW'S C -15 d' C -16 FAR PROFILES \ \ \ \ \\ \\ \ \\' \ \ \\ ,_ _iif' A ,, . r A4A1 4t 1 \`\ \ 4V SCFF E91T 1\ \ \ \,\ NORTH GRAPHIC SCALE 0 20 40 1" = 40' \ tvcr OF EX ASPHAL T (ABD) 80 r!lANHOL JA TA PIPE DA TA III! ddb IQ 1 i iYQ ,Scar 1 2 9550 2 EX 12 71X J 4 6.5/X 5 1.94* S 6 1752' 6 7 261X 7 11 1030X B 19 1055X 19 9 8.84X 9 10 5.55X 10 11 11 98X 11 12 14.95X 12 13 8.56* 13 14 529X 14 15 724X 15 18 1520X 16 17 5 452' 17 15 224' 18 EX 14 462' 20 19 1513X CO (LOT 32j 20 122% WA TEN COURSE WATEA' COURSE EX SAN MH /10 -J1 _ _ STREET --�, 8 E /46.1 37--13777-f LL /E 134.1 (8 /N) /E 1338 (8" OUT) EX. SAN MN /10 -32 RE 14.986 R/W If 14211 (8" W) /5 141.45 (8" C) If 141.35 (8" E. EDGE OF £X. ASPHALT Th' 4-x SAN MH /10 -33 EXPIRES 3 -15 -00 1 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5018 SEATTLE PHONE: 743 -6140 w ,v = /1VbERT REV 1 17a 92 171.59 2 !6539 159.77 15935 li1 41 4 &' k 175014 17297 5 '7909 17129 /71 19 6 171. S9 16963 16953 7 1 74 79 16596 16572 8 785 ; ' /8120 9 fla J!7 170 42 17013 10 1 7227 16372 16342 11 168 67 15922 (FROV MH 7) 159 22 (FROM MH 10) 158 72 (OUT) 17 157.93 147 90 147 45 13 153 45 142 95 142 65 14 144.68 13548 13518 15 136 60 131. (FROM MH 14) 131.77 (FROM MH 17) 131.41 (OUT) 16 15:38 14673 17 1.0.. 135.47 13532 18 12090 111.50 110.95 1.9 186.09 175.63 (FROM MH 20) 175.54 (FROM MH 8) 17514 (OUT) ZO 206.18 197 58 w C 2 CITY OF TUKWILA SFP - 6 2000 PERMIT CENTER w • , - 22 'BOO OA/ x COICREE L SEP - 6 2000 PERMIT CENTER 11 7 L A 7 MPV SIAOV' Y REF .91T C -N � LEf?ECT BOWMAN AS 2S AU PER J7/117 ALL REVO4D HYDWAN1S 9VALL BE LLg.fif7RED 10 7?EE 11147D? D61R1CT MRD BY 71E CON1RAC7DE 1 - r aORIrr ASZIK OD 015 Q7At 1J TRACT "A" g L - T)P J - R' 4s 8910 fit[ x aWC1117E ROOM 20 40 1" = 40' NORTH GRAPH /C SCALE EX. GV I 4" W Di000- ci S. 137T7/ S EDGE OF EX. ASPHALT PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5018 SEATTLE PHONE: 743 -6110 I -S' +t' R70 AV. II allerr 1.0012, EXPIRES 3 -15 -00 1 96152.00 STANDARD NOTES 1. APPROXIMATE LOCATA246 OF E.1757ING 1/11/./11'3' HAW aSSV OBTA9ED FROM AVALA6CE REGL'iPOS AM ARE STACIIN FAR GL'WiEYNlr/ICE 115E CL'WTIPACIOR .9'/AU BE RE3 92VSitjYE fa? EE7P11'7C47TON OF LOCATION .95VIIN AM7 F DCSCOMPTY GIB PEE AD0/77 VAL £/171/17ES NOT SWIM .SO AS 70 Aka? DA464 E' OR LKS7URBAN127 GL V7RACTOR 9 M L GGIVTACT 7M L/1,Cl17L'S LOCAi»v Q'7V7F' (1- Aro- 424- 55t?i'f) MAN to G71(57/ C/ ll/E OIAAE' OP MS RlEPRESENTATTIC .9VALL BE GYWTACIED r A UTA/1Y COAR CT E*251S 2 02WTRACTOR SHALL M97FY L1(57R11CT £W A AIPAWN OF 49 MOWS P/ AOVAM ' OF ALL REME375 FAR STAA7N4 TESTIN4 OR AV.SPECTI NC .� GLWIRACTAP /S RES FAP C W1ROL AT TIME OF STAVAC 4 GLWIRACIAP .9'/ALL fZIP11K9/ SWP MANIAS FOR APAWVAL II1 ERE REGurPL`D BY 1141E DCTA1 SPECFCATilACT AND far VARXAf V MOM DOE IMP/EERY LiE9lIN Art CON 7RACRR ,'/ALL INCS7ALL ECIARVENT AV ACIZIPDiJIc( 1117N MAACFACTLI4ER3 RECOMUSWAPONX MD 0725 SPECP7C411an AA17 0'1Y Or 7L1YML'A STAAVARDS A GYWIRAC1OR .VALE FLPAIS'/ ALL MA1EIWALS 7 ALL 104717NAVN AFC S7'/ALL BE DUCTILE Rtav aASS S2 PLEH -- W .#IIVT OP AEC/MN/CAC AC .t7W4 CEAENT -LAZED (AA57 A21. 4A EXTERIOR OWED WTh' Ge21L TAR 14. 'd 9V A%6'TALLATA5W 70 BE IV ACCORDAMCE Rim M AMAFACAAPERY REGLIIMItIE11VA 17PNS ALL 8171~ 5' . Y/ALL EE CAST NOV AA17 SHALL GLWARA/ 177 APPLICABLE POP17016 lac AM9' STAACARD A21.14 A21.11, 6162 BM 4 AM7 A21.54 IM 1H A P14ESSI. 41E RA7h1C OF 150 P9' ANO MALL dE GECNT -L1NS2 a ALL GATE VAL if3' .'D 6F £GELLER. ALL H1APANI3' 147 BE Mi SUER. S. WT - -41CS AN7 LAE TAPS 10 BE NAPE BY COVIRACRAP. MD ,/1'25 .A'.4°ER11V1FiAAEW1 E7YGiM'3'7 ' AND O'IY OF 771/011LA A1C9°E'CTOR MAST 6E NOTYT'D 48 hVINS AV ADOWGE 14 CAST APON Ale:IMM .AL .01VT S7.EF1f' a7LPL4% 5 RECURS)! 11. TAPPi'.rJ 2fl hES 9YALL LE' AA'.LZLE' CAST A401s XV EPDXY GU41ED STE1, 3 RO1/AC SST NTH STAM135 S1FEZ FLANGE 12 !.L'W1RACID? /S' RE3P1216051E FD if1Bfl1NG ALL E•1737HC PPE T)flcS AND 57IES fa? GYYAPLA1 C N/IECTION$ GY/T -Ake RAID LAE TAPS 1.Z J 1/2 FOOT AMINNA1/ CO W7? OW? ALL 1041FRMA N APES 14 Lirlf2OPER R7 PAY FOR STALE; COUNTY AND G'TY A'lSPfCTIOV FEES 15 ALL 4E1E7? L O^A F»%6' 1U BE GL' CiR1aN11ZD Ml?/ M 4 M? 0467N CT /725 .Slil°ER1W1ENVENT. 1e ALL E.GCS'TINO Fi1PE HYAPAN13' AM7 MAWS' 10 6E OPE1PA17GWAL AM? 70 COMVENCEAANT OF G>;NCSTRUCTJYa'V. 1R M7 CHANGES ARE TV 6E MAW M111*2/T 11111'77EW APAPOI AL BY RE MD 025 .5101 P1W1TA17- ENT OP a(SAPICT asmes9i AMD 1M' Q7Y Or TLM'MLA PJA5r C MOWS ENGWE 7P. 18 REM' TO 1 /12S 02112/11016 AA17 STAAVARAS MOD 717 ?? Q'FY Or IL4(NLA STAMDM7 .A°Et A^A17rWS /DS' ALL RE7/AINAVC AVMS MD DFTAA:S 1St APOWIL J /4' SE]PMX air AW TAP 0210* AN EACH (AVOW MID? AE7Z7P. 22 MA.4 MIPAI/ ALLON4BLE OPEN 7RDVag/ 9'/ALL BE E!7 AFE7 21. S717C1( PEES SY/ALL & lX7if7PE79 ARNO ALL /TAMS Or PREQP/TA 17 22 MOM, PROCTOR CGNA°ACACW AA 1 /ICICS7 4 (GL f7M2 7137 RELIUIPED AM7 GU9ES OF 7E37 REPL'R7S SLIIMA'77E9 70 Th( £ S' KT DVaPEER.. ALL GOVPACT LACIER PAEED ,41C 11PAR7C A PEAS 9'ALL BE PM MA.1WN411 DENSITY AM.70P>ED PROCTOR PER AS17Y D-1557 ALL O ER AREAS 70 AC 912T 41,41011U1/ DENSITY .6122 ED PIPrJCTOR. 21 ALL VAL if4 f7PE HYDPAN15 AM7 SSERI CES 147 11,1E AE'7E' S7OP 10 BE /A42410ED AS PART Or L PIPESA'APF MOD Pt4W1Y 1ESTS NO LI EPAlSWS ?A TRAFFIC 02V7RIX 9'/AL.L BE AN AMORDAAtr MN 07Y OF 7L1(1INA REt ifi114DEW1S 25 ALL PPE M17 APPlAP1Th Na'S 10 BE lES1ED 10 M►FMW 10 PE ET OT ANY GLIM C170N PCir74 L4l 3 S 017e'M161E" APApOkED BY EMYgPEZ27 28 CIVIC E7F MUST 111020116' MALL LE' PROMS, AT ALL BEAM 7E14 VAL iF3' OP OD4!'' APPYi1P7E7Vi1M23' IVIC E AW/FRWAL FaitarY REM/RE RES7RAAVT. &DOL'I'NG S7/ALL 6E W AGC3PDAAVF 1111?1 MD 025 STAAOARDS 127. 0 E 1ESTIN A AM7 DI NIFC1 V OF De WATER SYSPEll .BALL BE NI E'33ID BY • is 1 • F mug! i j WI 1 1 Q g imw s t �Fg -fi : q !j , 6s 1 ! Mill lili! 6.100-§liAlil 11111 1 III' it 11 st I A '` s 1% I! A. Mai � 1;arii 14,wg Is voir 11 r 24.40 0 :111 64. 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Nig* g al 10 a 1 q ,111 4 is b S I 1 4 44.444;0 MN I I I► �g 1:131.N30 .1.11*13e1 V-3" V-6' 13 f 5'-6' �• 3' -9' 4' -9' 4' -9' 5' -9' T-6' c 1, lFP -I4 -- !,FP -22 r -, I 1 �/ J Deck 6068 SGD L _ � 8050 A 7j • - p1 4050 1 I F1 -S -- - r 1 15' -I0' 2x8 WALL r F I6' - 2' I as 8 15' -8 172' I I 1 4-5' C � 0 � L FP -4 ) Unfinished Basement Conc. 3' -I0' 1 -T 6' -5I/2' 1 f , I - -- - - — — 1 }, / C 1 1 e 5 H 12 1 I 1 D2 1 l D 1 Q 1 - IsR . ` 1/2 j 19 \ \ \ ( P_I8 ) D1 14' -0' - \ \ �r \ 3' -8 1/2_, 4' -9' I Porch CONC T -9' Garage CONC / i -- _ i - (FP -3) I-. _._ I Si I L - - 1 I I I A l1 A L J I • I I L — FP -3- ( [FP-10 [FP I) SITE DETERMINED v g 11 - - - FP -16 1; DI DI FFI [ FP-1 ' -10 1/2 5' -10 1/2' 16' /e-. 24' -0' 8' -0' , � 32' -0' y 2 2. 3 U • 0 In N 2x8 CRIPPLE WALL ABOVE, TIP. (FP -I) L1 CRAWL SPACE VENTS CRAJ_ SPACE AREA .Sb_ SF 2 CRAuJ. SPACE AREA - P50 • 5.1S SF CF ANT AREA REQUIRED 3 TYPICAL vENT SIZE • 14',8'.15 c IS% ER ICIENIC ` • 58 SF PER /ENT NET FREE AREA 4 •/FAIT AREA 58 • _ 9'38 ANTS REQUIRED 5 10 VENTS SMOUN SEE PLAN FOR LOCATION) E _ 1p vENTS r 58 • 5$ SF OF VENT AREA PROVIDED 7. VENTS SHALL SE COVERED WITH :ORROSION RESISTANT WIRE MESH WITH OPENINGS OF I/4' MAX e VENTS LOCATED M RIM JOIST MUST BE PERt1ANENT_Y BAFFLED +1JSEC 502.141 FOUNDATION /LOWER FLOOR PLAN • SYMBOLS AND LEGEND L1 FAN- DIRECT vENT TO 'OUTSIDE -OAT• R54.AUNDR? 50 CF 1-1 r- - KJTC+~ N t00 0R1 MN. .414CLE +4Oti5E FAN WV CF• 1 IM N'OS +j4OLE HCUSE EXHAusT FAN COPeECTED A 24 HOUR TR ER - 100 CR'1 MN. VrG Q1 THERMOSTAT • 50' ABOVE FLOOR Ilpv SMOKE DETECTOR PER tJPj T :4 HOUR 'R'IER TO WIi =E I ' JSE FAN MECHANICAL PLUMB G AND ELECTRICAL EY5TE3M FOR JN ITS PER D. v. 15.16 SEE SHEET Al FURN A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROMM OUTSIDE TO RETURN Al R PLENLe AT RJRaNACE WITH MOTORIZED FLOW DAMPED, 8. PRO VIDE THERMAL ExPANSSION TANK AT WATER 1 -EATER WITH BATTERY BACKUP NTERsOMECTED C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM D F'ROv :DE PRESSURE RELY LINE G U!"IBED 'C' OJTSI.DE. 2x8 CRIPPLE WALL ABOVE, TYP. FP - 1 J E FP -16 I/2' GIUB OVER RIDGID INSULATION GLUED TO CONC STEM WALL J N N m I [now- ieict \ \ \ \ \ $ITE SPECIFIC FOUNDATION PLAN TO 6E INCLUDED UNTN EACH LOT SPECIFIC PERMIT PACKAGE I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES (FP -1 (FP -2) ( FP -3 [FP -4 ) (FP -5) FP -6 ( FP - 7 (FP -8 ( FP -S ( FP -10 (FP -II) FP -12 ) ( FP -13 (FP -14) (FP -15 ) FP- I1 (FP -11 (FP -18) (FP - 19 (FP -20) ( FP-21) (FP-22j FP -23 (FP -24J 0 POINT LOAD FROM ABOVE L 6EE CC ✓ER SI EET FOR ALL GENERAL NOTES AN RECuIREI - ENT5 2. SEE TYPICAL MATERIALS LIST ON SECTION 5 €ET 3. SEE COvERS►€ET FORA L NOTES AND REQUIREMENTS CONCERNING MECHANICAL, lCAL, PLLF AND ELECTRICAL 4. TRUSS DESIGN BY MANLF TRUSS PLAN 6HOWN IS FOR GENERA LAYOUT ONLY SEE Di 1. 6100 SHEET A -I - TRUSS LOADIN SEE DIV. 0I000-A SHEET A - - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACING 24' c c. UNO 6 ROOF PITCH- EXTERIOR PER E_-EvATION INTERIOR PER SECTION 1. RAFTER TAIL 2x4 a ROOF TAIL AND RAKE OVERHANG PER ROOF PL ANL 9. ALL I -EADEF ARE 4xl0 OF .2 UN.O. PROVIDE (ii TRP -i!1ER STUD UP TO 4 -0' SPAN AND (2) TRITMMER 5-W5 OVER 4 -0' JNO SEE DIV. 06100 SHEET A -I CONCRETE STET' WALL 8' WIDE WITH MIN_ I5'xT' FOOTING. SEE DETAILS FOR ADDITIONAL IINT-ORIMATION SEE Div. 3 SHEET A -I CONCRETE STEM WALL E' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE Div. 3 SWEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 1111.4xUJI4 WILE ON c' GRANULAR ILL SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SWEET A -1 6x6 POST ON C566. 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) '4 BAR EACH WAY. SEE DIV. 3 SHEET A -1 CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. 1 SWEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' c.c. UN.O. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -i 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST a BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIv. 7 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 l /2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I. 5 /8'x8` LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, 1 -/VAC, ETC. AS REQUIRED IS'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP SEE Div. 010022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'(24'X7' MAT FOOTING ON SOLID SUBSTRATE ID/ (2)'4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30'X305C1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI 36'(36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) '4 BAR EACH WAY STUB STEEL 12' INTO SLAB • I2'oc FLOOR JOIST SEE DIV. 6 SHEET A -I 4x8 SEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIv. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN IS BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING N POINT LOAD TRANSFERING DOWN e POINT LOAD TRANSFERING DOWN W/ LOADING oS tLe HANGER POINT LOAD TRANSFERED BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION . VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW Srxx HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL t - I. WALL ABOVE • ' WALL BELOW NOTEi UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS RECEIVED CITY OF TUKWILA 4 S E P - 6 2000 PERMIT CENTER C) a C) �{ Cti �w cb cb Q, mac CO Lc) CO O) X C c� LIJ (0 O � O r Q� Lfj TITLE JOB No.: i+:)O8621 BASE PLN B2000-060 SHEEN A2.1 99086.:21 r 2 b • - _. -_. _ 5.114.1--16' i L. JL JL JL JL C:_ L . FP -14 AIL JIL J Q 0 • 4) fl L J JIL JL JLJL JL G ONN C B ` ge - -� • 1 L___ D2 L JL J O 2x8 PT. LEDGER •/ I/2 1 Tats BCtTS . 7?• - aG t 1 11 - STAGERED AND LU28 ; 1 JOIST HANGERS. I I V EY.THC POST i ' DECK BELCV TO FOOTT,C1 Patio CONC DBL l I L -8 13/4' K -41 1/8' LSL J�JL I r _ J Ocelot/Voce. / 15 D1 J ( Dz000 eig MAIN FLOOR FRAMING PLAN I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -1 F -2 ) F -3 F - 4 ) F -5 F -6 F -1 F - F -9 ) F -I0 F -II ) F -12 F -13 F -14 F -I5 SYMBOLS & LEGEND O POINT LOAD FROM ABOVE 4 I. SEE Cc .E R SHEET FOR ALL GENERA_ NOTES AND RECUIRE*'ENTS 2. SEE TYPICAL 'IATER,ALS LIST ON SECTION SHEET 3. SEE CO•iERS►+EET FOR ALL NOTES AND REOJiREMENTS CONCERNING ►">EC+NAN+■CAL, PL1.!'1BMG. AND ELECTRICAL 4 TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE Dtv. 6100 SHEET A - - TRUSS LOADING SEE DIV. 010007.4 'SHEET A - - TRUSS SPAN PER FLOOR oLANNS - TRUSS TYPE PER ROOF FRAMNG °LAN 5. ROOF FRAMING SPACING 24' oc. UNO 6. ROOF Pt TC 4 - EXTERIOR PER ELEVATION INTERIOR PER SECTION '1 RAFTER TAIL 2x4. VERIFY 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. - ALL HEADERS ARE 4x10 OF '2 uNA. PROVIDE ( TRI' MER STUD UP TC 4 -0' SPAN AND (2) TRIMMER STUDS OYER 4' -0' LINO SEE Div. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DI'v.15 SHEET .4-1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE CF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF ) JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERW INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div- 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH WI TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOU '4 BELOW JOISTS 2X6 OVERFRAMING e 24' 00 2X6 CEILING JOISTS 24' OC POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN r7� �� POINT LOAD TRANSFERING DOWN W/ LOADING 7 G '2 \7.+ HANGER POINT LOAD TRANSFERED BY KICKER v P Q HOLD DOWN WITH SIZE DESIGNATION Q v� VERTICAL OBE USED ON FLOOR DESIGNATION OOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION I INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL .- _..._- ..... WALL ABOVE 78=2=4 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROvIDED IN THESE DRAWINGS. RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER 0 0 0 2 CO (0 Lc) 0) Ce C LL 0 :D •' O L :') 1.0 CV 4 5 't- II .1- CX C TITLE - JOB NO.: 3))8621 BASE PLN 82000 -060 .ter I / SHEET _ _ 2 • 2 T,________ _____ 99086.21 i • e 11 GLAZING CALCULATION TOTAL SF OF HOME 3014 SF TOTAL SF OF GLAZING 39354 SF TOTAL % OF GLAZING 13.1 % SF. 15 OALC.JLATED USING TFE REGURE *'+ NTS SET FORTH f>V THE WASWNGTION STATE ENERG`" CODE REFER G ADDITIONAL DOCLI ENTAT Ot. TO SUPPORT METI.IODOLOGY OF PE '1i cE COMPLIANCE 1 SYMBOLS AND LEGEND 1F3 FAN- DIRECT VENT TO O.JTSIDE - BAT►dR rar15 /LALNDR'• 50 Ci .1 '1tt - KITCHEN 100 GFM MIN - 111E+0LE 11 J5E FAN 100 CR"1 P*t VTO6 A 2 W ' TIMER S i00 VTOO fel THERMOSTAT • 50' A$O1E FLOOR L 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERC O6 ECTED `� 24 I4CUR " ',LL O E i7U5E =Ate rECMANiCAL 9 L.UPBNG. APV ELECTRICAL SYSTEM FOR NUTS PER DN. 1536 SEE SWEET A: wRN A PRO/IDE 6' DIAMETER FRESH AIR INTAKE FRO-1 OUTSIDE '0 RETURN AIR F'L..E 431 AT FURNACE WITH MOTORIZED ROW DAMPERS B. PRO /1DE THERMAL EXPANSION TANK .4T WATER HEATER_ C. STRAP WATER SEATER TO FRAMING TOP AND BOTTOM ID PROVIDE PRESSURE RELIEF L 1►E PL j R3ED T O OUTSIDE Kitchen VINYL Covered Porch GONG MAIN FLOOR PLAN r P -4 ) ( P -5 P -1 ) ( 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES ( P-I ) ( P -3 P -6 J P -8 ) ( P -9 ) (P -10 (P -11 ( P -12 (P -13j P -14 ( P - 15 ( P - 16 ( P - 18 (P -19) (P -2j (P 21 ( P -22 LP -23 ) IL SEE CG'vER SHEET FOR ALL GENERAL NOTES ATE) REGXJpREf ET: S 2. EiEfr AND A►R : A1Lmr NFOR .4TION SEE Dr✓ IT e,AEET A -I 3. SEE BUIL ELE bATION FOR u* c u OPERATION SEE Div. 8 SHEET A 4. SEE TYPICAL "LATERALS LIST ON SECTION SI-EE T 5. SEE CO'/ER SHEET FOR -+LL NOTES AND REQUREMENTS CONCERNING rECH1ANICAL PL;I"1BING, AND ELECTRICAL OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X.' G1UB. TO "__ WALLS AND CEILINGS OF GARAGE SIDE FROM EOINDATION TO SHEATHING. 'TRAP POST AND E3EAr1S APPLY (2) LAYERS TO TRUSSES AND TJl FLOOR JOIST SEE Div. 010025 54-EET A -1 1 3/8' MIN SOLID CORE DOOR UITN SELF CLOSER TO BE TIGHT FITTING SEE Div. OI0025 51EET 4 -I STAIR ASSEMBLY NOTES: PER -IBC SECTION 1003 A G. F. SEE HEADROOM MIN. 6' -8', WIDTI.4 MIN 3' -0'. TREADS !0' MN. DEPTH, RISERS 8' MAX. HT. HANDRAIL MN 34' TO MAx 38' ABOVE TREAD NOSING. HANDRAIL ' 1/2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND i i/1' MN. CLEAR FROM WALL, RETURN RAIL ENDS INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S/ COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' G.WB. (2) LAYERS • CEILING AREAS INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. DIv. 01002h SI -IEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITH1N A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv - 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 3104 SEE DIv. 08600 SHEET A -! IGNITERS FOR C45 FIRED APPLIANCES IN GARAGE TO BE :8' MIN, ABOVE TOP OF SLAB SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV_ 09250 SHEET A-I (2/ LAYERS OF FLOOR 3I- IEATHING OVER FRAMINCs. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS. HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIY. 01002.2 SHEET A -1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 010021 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002.5 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 010028 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 01002.8 AND 9 SHEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36• ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 931 SF UPPER FLOOR 1177 SF UNF. BASEMENT 906 SF TOTAL 2108 SF GARAGE 478 SF DECK / PATIO 38 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER cn N- 0 O CO 0) CO LQ r�— Ufa C V X C co CO _ Ij N CV n� TITLE JOB NO BASE PLN B2000 -060 SHEET 9908621 A3 99086.4:1 • L F -8 ALL FLOOR JOIST ARE. - H - /5' TJI PRO 150's AT !92' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06.100 START FRAMING HERE (2) 2x OR (1) 3x SOLID BLOCKING INDER IUALL ABOVE - TYP. x J L r i 9 RdcF 1 3I/1�t14L L - �_ 4x12 DP2 14x12 DP2 - � — . -- — -f+ — --4-- t —f-- • • 5 1/4' f 14' P31_ A UPPER ROOF FRAMING PLA/J 4x10 DF'2 D2 cp l/ UPPER FLOOR /LOWER ROOF FRAMING PLAN D loco - lq/ 1 t 1 GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -I F -2 F -3 ( F -4 F -5 , t F -6 F -1 F -8 F -9 F -10 F -11 t F - 12 tF -13 F -14 F -I5 1. SEE CO /ER SHEET FOR ALL GENERA NOES ANC IREQUIREP1ENTS 2- SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3- SEE CO.ERS .EET FOR ALL NOTE5 AND REGUIREr IENTS CONCERtlb '"+ECi~1ANIG.4L. PLJ"1131.4G, AND ELECTR.v. 4- TRU55 DESIGN BY MAN/.F TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DI /. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 010001A SHEE A -1 - TRU55 SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNG PLAN ROOF FRAMING SPACMG, 24' of LINO cz, . ROOF PITCK- EXTERIOR FER ELEvATICN INTERIOR PER SECTION 1. RAFTER TAIL 2x4 VERIFY 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g- ALL HEADERS ARE 4x10 DF N.O PROVIDE (I) TRIM TER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -I BACK FRAMING AND 'T AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIv.15 54EET .4-1 RAKED PONY WALL ON "'OF OF LOUDER ROO FRAMING (''EMBERS SUPPORTING UFPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF UJALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOvE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIY. 06100 SHEET A -I SEE ELEvATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAI'1ING a 24' OC 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND 0 , POINT LOAD FROM ABOVE • POINT LOAD FROM ABOVE W/ LOADING • POINT LOAD TRANSFERING DOWN � • POINT LOAD tRANSFERING DOWN W/ LOADING Q Le P STxx HANGER POINT LOAD TRANSFERED el " KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL - - - - - -t WALL ABOVE =Mina WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROvIDED IN THESE DRAWINGS. • RECEIVED CITY OF TUKWILA S E P - 6 2000 PERMIT CENTER TITLE )CB NO.: 9: =)8621 BASE PLN B2000 -060 SHEET A4 99086.2+ 0 f 16 , -0' 31r22 B' - 8 1R' 8 -Cr 8'-0' oR b 8 1/2 -0' , 040 f di A 7 ' I 6040 1 P -5 , /2' [ P -5 ) l 5' - b' , �. M. Bdrm. CARPET T 1/2' ` 3' - 5 m e1 Bdrm CARPET f' - 3' 12' - 5 I/2' I a #2 C 5D 2k 2 O – 1¢ RiS ,( : sD � , . F ��I 1 (o w Hall CARPET O 3' -I0' SD Bdrm #3 _ PT II I <` i V J M Bath W.I.C. f 2 CARPET -9 U2' 3' -2 1/2' l' -5 ITT -T 3' -0' -III • 2' -0' A , 3' -2' � 5' o vTOS 1 P -3 5@ EP ON I4R C i) \\ 3030 `' � ;n _ - C R tS Open P - � CAP- �® TUI30 SHWR �/ 0 P -20) Below E Bath � ® VINYL A l2 , 4' -T " -10 1 _PZ 2 1' 8' -0' (^ 3' -9 1/2' VTOS b' -9' 3' -I' MEM 1 1 I I 1 I r 1 c 2x8 WALL FOR HvAC " – 2¢ _ v �1 – - 1 Office CARPET -. 2 � I P -12 1 J r - -- I re L L J ROOF LINE BELOW A 1 -___,1/4 0 jAundry VINYL w r\ -,p-/-ii-\-1)-71 1 \/ II \/ I 1 /\ II /\ I C _ \ __,II/VTOS \ _,1 — ---,----u I • 1 P-3 1 P -18) _ 4036 4' -10 I/2' 4036 ' 2' -9' J 3' -0 I/2' U - 1 I 5046 WALL LINE ROOF LINE 5 -0' BELOW BELOW 5' -3 1/2' 3' -0 I/2' ,q , / , T -II' � 5' -91/2' I0' -3 I/2' I3' -8 1/2' S'-0' / 7 32'-0' 2 • • r SYMBOLS AND LEGEND +FJ FAN- DIRECT vENT TO ,..T5112 - BATHROAMS.LAU DRN 50 CFM MIN. - KITO.EN i00 CEP! MIDI. -UIOLE +W0t15E FAN 100 CFM nut vT06 4LMCLE .iOU'5E Ex++AuST FAN CONPECTED A 24 NOIR TIMER - 100 CFM Pt*• ✓TO (�]t TIER SOSTAT • 50' aav£ FLOOR (•2 I0v SMOKE DETECTOR PER IJP.0 URTH BATTERY BACKUP P'ITERCOP/EGTED `'T; 24 c -%OtJR Tlr+ER TC 'PINOLE HOUSE FAN MECHANICAL °LJ iBiNG AND ELECTRICAL 6YST1@'1 FOR J4ITS: PER Div 15.16 SEE v►EET AI RON A PRoADE 6' :�'.YETER FRESH AIR INTAKE FROM OUTSIDE TC RETURN AIR PLEN -S1 AT FURNACE WITia MOTORIZED ROW DAMPERS. B. PRO VIDE THERMAL ExPN SIGN TAM( AT ILLATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM D PROVIDE PRESSURE RELIEF LINE PLJM5ED 'C 0.1T51DE. UPPER FLOOR PLAN a J cr J 0 a 9 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES 1P -11 P -2 P -3 1 P -4 ) �P -5) P 6 P -1 ) � P -8) P -9 ) � P -I0) P II ) P -I2 � P -13) P -14 P -15 P -Ifo P IZi P -I8 rP -19) P - 20 ) LP -2I P -22 ) LP -23 ) P -24 Dioco ' L SEE COi£1F 5.EET FOR ALL GE!•ERA�. NO AND REQUIRE—£N 5 2 - ENERG AND AIR QuAlurrr I FOR' 4TION SEE Div Ii SHEET 4 - 3 SEE BIkLDING ELE vATION FOR %SOW OPERATION SEE Div. 8 SHEET A- 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5 - SEE CC✓ER 5 FOR .:LL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. Pttl'BWG. AND ELECTR.CAL OCCUPANCY SEPARATION. APPLY (1) LAYER 58' TYPE 'r' •s:1JB. TO c,iL WALLS AND CEILINGS OF GARAGE SIDE FROM FOLNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY %2) LAYERS TO TRUSSES AND TJI FLOOR JOIST SEE DIv. 010025 SHEET A -i 1 3/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE T9G4-IT FITTING SEE DI': 010025 54-EE A -; STAIR ASSEMBLY NOTES: PER USG SECTION 1 0,2)3 Q HEADROOM MIN 6' -8' WIDTH MN 3' -0'. E TREADS 10' MIN. DEPTH, RISERS 8' MAX- HT. C. HANDRAIL MIN 34' TO MAx 38' ABOVE TREAD NOSING. HANDRAIL I i!1' MIN. TO 2' MAX CRO85 SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTC' AND ADJACENT WALL(S). .E. COVER USABLE SPACE UNDER STAIR W/ 5/9' TYPE 'x' G.W.B. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002b SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A WINDOWS WITHIN 18' OF FLOOR s. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOO125 E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIv, 08600 SHEET A -I IGNITERS_ FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV- IS SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITI -! 10' MN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 100b SHEET A -I 18'44' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002.2 SHEET A -1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. 10 SEE Div. 002.8 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. 8 SEE DIV. 01002 AND 9 SHEET A - D. 5/8' TYPE 'X' GWh3 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF 5HEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Ole. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -I9 INSULATION MIN. « ,1 RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER V1 W 7 i 4 t Q Cn V W cc r W 3 1 I~ a fv 1 IN 4 � 0 124 c) W X W 00 r C 0 ALI N d O cij (6% .4‹ Q. Q. cZS TITLE O OD OD Ufa LCD CV X CO O CD A i) O L C ) : C9 LO CV n ,JOB NO. • 9908621 BASE PLN B2000 -060 SHEE' A5 99086A ROOF VENT CALCULATION BASED ON 3 2 - HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1256 5F/300 =4.18 SF OF VENT AREA REQ 50 % AT EAVE = 2D9 5F REQUIRED 50 %o • 36' (MIN) ABOVE EAVE = 209 5F REQUIRED 6 ROOF JACKS AT 50 SQ. IN. EACH =300 SQ. IN.= 209 SF 76 LF. OF EAVE VENTS AT 52 SQ. INJLF =3952 SQ. IN. =274 SF 2_ GABLE END VENTS AT 18 x24 = 6.48 SQ. IN. =45 SF Q_ GABLE END VENTS AT 0 xQ- = Q__ SQ. IN- =O SF 0 GABLE END VENTS AT 0 DIA. = 0 6Q, IN. =O SF TOTAL VENTS PROVIDED ROOF JACKS = 2.09 SF EAVE VENTS _ 274 SF GABLE END VENTS = 4.5 SF TOTAL SF OF VENTS PROVIDED = 933 SF • AREA MAY BE I/300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION UBC 15053.2 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH UPPER ROOF FRAMING PLAN 1 D#2.00D-- [ 99 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES ( F -1 F -2 ( F -3 F -4 F -5 J ( F -6 F -1 ( F -8 F -9 F -10 ( F -II ( F -12 F -13 LF-14 LF -15 L SEE :G : ER S.-CET FOR A►. GENERA_ NOTES AND REQLIRE"ENTS 2 SEE TYP$CAL '''ATER1.44.5 LEST CN SECTION SHEET 3. SEE CO/ERSHEET FOR Au NOTES ANC REQUIREMENTS CONCEANING MECNIAN ICA.L PLII'6'NG ANC ELECTRYLAL 4 TRUSS DESK&( e `TAN& TI LS5 PLAN SI4OUN 15 FOR GENERAL LAYOUT ONLY SEE �t v . WOO SHEET A -I - TRUSS LOADING SEE DIV. 010001A SWEET - - TRUSS SPAN PER FLOOR o ' NS - "R,55 TMFE PER ROOF FRAMNG jO1 AN 5. ROOF FR, z- ING SPACNG 24' o L U.N_C b . ROOF PITCH- EYTERIOR PER ELEVATION INTERIOR PER SECTION 1 RAFTER TAIL 2x4_ vER+FY $ ROOF. AND RAKE OVERHANG PER ROOF PLAN. g- ALL L EADERS ARE 4. I0 CF '2 UN PROv1DE ," i TRIr STUD UP TO 4'-0' SPAN AND (2) TRIMMER 5 OvER 4' -0' UND_ SEE Div. 06100 SHEET A -? BACK FRAMING AND SOFF'T AREA AS REQUIRED TO A: LOW FOR HVAG DUCTING. SEE Di✓.I5 SHEET A -1 RAKED PONY WALL ON TOF OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN ? NSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF SEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 =LUSH WITH BOTTOM OF JOIST L.ITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT_ ATTIC SPACE VENT SEE CALCULATION SEE DIv. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE Div. 06100 SHEET A -I SEE ELE VAT ION5 AND SECTIONS FOR PLATE HEICTI -IT PRESSURE BLOCKING SEE DIv. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST5 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OYERFRAMING a 24' 00 2X6 CEILING JOISTS g 24' CC SYMBOLS & LEGEND ti POINT LOAD FROM ABOVE Q v POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN CO POINT LOAD TRANSFERING DOU.N W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER 47 I-IOLD DOUR) WITH SIZE DESIGNATION � � v VERTICAL STRAP RA FL BELOW SIGNATION 5txx — - — HORIZONTAL STRAP WITH SIZE DESIGNATION n INDICATES BEAM CALCULATION WITH l J INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL �__... _C WALL ABOVE Mai= WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 4. 4 RECEIVED CITY OF TUKWILA S E P - 6 2000 PERMIT CENTER TITLE SHEET A6 JOB NO. : 99O8621 BASE PLN B2000 -060 99086.21 L 2 12 11 ■e 11 111 �i 6' N+ORZ SIDING S. 12 SIDE ELEVATION ,77, — 6' HORZ SIDING 111111111111111111 1 1 11 11 SIDE ELEVATION -- 1 4 TOP PLATE Wit�l HDR NGT ' a UPPER FLOOR TOP PLATE WIN NDR HGT. MAIN FLOOR TOP PLATE WIN. NDR HGT - REAR ELEVATION LOWER FLOG\ TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPER: DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DP/. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) FLOOR JOISTS PER PLAN Kitchen (BEYOND) MAIN F Porch FLOOR JOISTS PER PLAN Unfinished Basement EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP: (D TV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA _ ,a II1 I$IIIIUII I"1u1f■iI,II ltu/iI.. 1111I■IIIIIm,.. II II 1111111111111111111hb 11111111111111111 M I u�■11I • ;iii iii; �iiii !!i • Ilrlllll/t i . ■o milli : 11111 1111111111111111111 m' inim nl � Elm IIIM a • ■ ■ ■ ■ sai ■ ■ ■ ■ ■ MHO ■ • ■ ■ ■ ■ ■ ■ 01 bit) TRIM OVER txb TRIM MDO PLYWOOD oil I2' \ 0 CO E 1OULD ' 2x4 TRIM 2x6 TRIM MAIN FLOOR SHINGLES (DIV. 010003) 30# BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R -30 BLOWN -IN U2' RE -SAWN PLYWOOD 3/8' GWB 1/2' GWB HEAD 2x4 JAMB: 2xt -- SI 216 INSIDE: T OUTSID 2x4,2x3 2x8 UN 2xb TRIM 2x4 TRIM 2x6 TRI11 1'2 BATTS OVER ROUGH SAUN PLYUV. • 12' oc WOOD SIDING (DIV. 01005) 1S# BUILDING PAPER 7/16' OSB OR EQUAL 2x4 STUDS AT R -13 BATT W/ INTEGRAL VAPOR BARRIER FINISH PER PLANS (DP/. 0100.5) 3/4' T*G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2' RE -SAWN PLYWOOD TOP OF PLATE • ENTRY SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A 1 1? 19624 CaAEtE END %elT TOP PLATE opt NCR MGT 2x3 STOOLBOARC OVER 24, TTY UPPER FLOOR TOP PLATE Wtt+l I4DR NGT 1 ap FRONT ELEVATION D 2.ow 09q D2 TOP OF PLATE TOP OF PLATE WIN_ NDR NGT. 111 111111 111 _IGE PLATE WIN. NDR NGT. \ \ \ • 1 TITLE .10B NO.: 9908621 BASE PLN B2000-060 RECEIVED CITY OF TUKWILA, SEP - 6 2000 PERMIT CENTER SHEET A7 99086.21 • F'di r , Z TOPyOF SLAB OL m u. >T TOP OF FT'G NOTE BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB X F d) ` z � O zl E ' wiz __ ' 4TOP OF FTG 1 zl E'd) f z vl I 1T AP/8"A 1-0" LATERAL RESTRAINT PANEL 3= FINISH GRADE TOP OF DOWEL OP OF J-BAR N.T.S. :lt • -" • I II • 11 - _ 4' 8' / E FOUNDATION DETAIL 3/4" =f-0' FOUNDATION DETAIL 3 /4 " =f-O' 2x N ;1111SAIn MAH =111111E111111_III IIN1= ICI ?=H1111 =IIHII IH1' SE HII =IIIIII =IIIIIIl1911 11 - - VIII =iIIIH Hff II 1 I! . HIIII =I' IIIIII IIIIII =IIIIII r i'' CLEAR 2x4 -00* GAR.tii ^'1QR -OR 8sa iArt% "L, FOR 5 NAIL SWEATNING 'C •aR (Y 80 MY-5 • 3' C C • S 4R JMO A S.1R (. iL 50450 2 2.4 STVDS-■L 514-A").1146 R 80 MAILS • 3' C : "O EAC►. 5 ^� UNC A SIR .;LL 506) NAIL 80 •I 5 • 3' OC • ALL P_T5. -LOS. 4 STLG'S i*t0 ON S.IR . AL_ 504ED 2 2•4 AT ANA' Si4 :AT 4pG JOINT 1/16 O5s 5.IEAT«4* - I.r 5114204 STRAP " E ANC40k rc BCAR✓ -GE sec AFTER CO14„RE'E CJES USE 38 -16006 LE N' L5 EAO: Ii14D 2 -2x4 a_ATES. NAL 5.(TG TO EA °_ATE (2) 5 8' • AB G. MN. EMEDPENT :hO.ON L SC.ED 2' CLEAR STEPPED FOUNDATION DETAIL 513'•x40' AB. 4Y 2'x'X3I6' S.Q. STEEL PLATE In&S•ER5 • 4' -0' OL. D v. 3 SHEET EXCEPT AS NOTED ON SHEARWA_L EC -EDULE " MlN EMBED- (2 i •4 BAR • TOP 04 vERT BAR • 2' oc, FULL HEr•WT C< WALL (DIv. 3 SHEET A -:) 0 4 ART J -BAR • b' oc (Dry 3 SHEET A - ', DAMP PROOFING ( Div.' S4-IT Al) .4 HORL BAR •10'oc r -6' OVERLAP (MN) (DIv 3 SHEET 4-4) TIGHTL NE 4' PERF. FT'G. DRAIN WFILTER N 24' GRAVEL BED. (D!v. 2 SHEET A -!) (4)'4 BAR CONT. (DIv. 3 SHEET A -1) SOLID SUBSTRATE 4' CONC SLAB OVER 4' ROCK OvER vAPOR BARRIO* 5/8'•x10' AB. W/ 2'x2'x3/16' 5.Q. STEEL PLATE WASHERS • 4' -0' O.C- (DIv. 3 SHEET A -1) EXCEPT AS NOTED ON SHEARWALL SCHEDULE T' MIN. EMBED. (2).4 BAR • TOP •4 vERT. BAR • I0' oc, FULL HEIGHT OF WALL (Dlv- 3 SHEET A -1) 5 vERT J -BAR • 5' oc (DIv. 3 SHEET A -1) •4 HORZ BAR • 10' oc (DIv. 3 SHEET A -U '4 BAR • 12' oc L =2' -6' (DIv. 3 SHEET A -U DAMP PRCOFING . 1 Iv. - 1 5HT Al) (5)'4 BAR CONT (Div. 3 SHEET A -I) SOLID SUBSTRATE 4' CCNC. SLAB OVER 4' ROCK OVER VAPOR BARRIO* Z — ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION 17000- oelo0-12 03300-00000 -23 03300-00000-25 -#- CRIPPLE WALL 0 FOUNDATION 3/4' =1-O' _TJ1 03300-00000-24 l 3 — 1 3/4' =1-0' CRIPPLE WALL 0 FOUNDATION } PER PLAN CANTILEVER FRM'G AT FOUNDATION 3/4' =1 TJ1 L TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -1) BLOCKING OVER BEAM BEAM PER PLAN — POST PER PLAN OVER NERvESTRAL f11. I CCNT. FOOTING PER PLAN — MAT FOOTING PER PLAN (2) CONT .'4 BAR 435 RAMSET TO FOOTING FOR POSITIVE CONNECTION. PER JURISDICTIONAL REQUIREMENTS. TT'P FLOOR LNG PER ...AN (D*V. i 5ITT 4 -:r TYP EXMOOR i1V�.L CO45"R3CINX PER PLAN +Dw 6 SSE' A -v LOCATE 54EAT14ING .064T • COSIGN 'EMBER R)" SOAFD LOCATE 5iEAT)4NG JOIN • COMMON MB'BER CRIPPLE tJALL PER ".AN SEE F )414TION DETAIL(5.) TYP FLOOR FRAMING PER PLAN (Div E 51-EET 4)) SCAB TOGETHER W( NAILER EA WIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. b SHEET A -1) RIM BOARD POST /FOOTING CONNECTION CRIPPLE WALL, PER PLAN WITH A M9. STUD LENGTH OF 14' PER MC SEC. 2320115 (DIv. 6 SHEET A -I) SEE FOUNDATION DETAIL(5) RIM BOARD TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -1) TYP, FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -U SOLID BLOCKING OVER SUPPORTS LOCATE 54-EATHING JOINT • COMMON MEMBER / Ix3 r CONT. SOFFIT VENT VI' RESAUN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOINDATIGN DETAILS 7 7- - 1111111-4 41 M 7 ' Ir 3/4' 4-0' 08100- 03300- 10_TJ1 FOUNDATION DETAIL 3/4 "=1-0' 3/4•=f-O" 3/4 " =f-0" p,t, L"'. ?i lfilir )� r PER PLAN I FURRING DETAIL SLAB 0 STEM WALL TIIF E#'THRCK y.+LIL W6 TR.0 - O>k PER v +- i b S•EF' A 4' cO•C ?F_R 4' RC x areR YAPCRt BARBER Q V RICO OVULATION 2X50' TREATED PLATE OFFSET 3,48' SEE FOUNDATION DETAILS TYPICAL EXTERIOR +TALL CONSTRUCTION PER PLAN 'Div. b SHEET r AIR SPACE 6' BWLDNCs PAPER HOOKED END MASONRY vENEER TIE TO FRA^?NG Ev 2 50 FT (DIv 4 Sheet A) MA50.rR`' VENEER GOVT FLASHNNG IINEEP HOLES • 4' -0' OC TREATED MUD 5LL (Div. 6 5HEE' A -1) SEE FOUNDATION DETAILS 3 V2' FOUNDATION DETAIL PLC 3/4' =1-0" 04200-06100 -02_TJ1 fi 03300-0000048 6' "IN VERIFY w/ GRADE CONTOURS NOTE: THIS OPTION CAN NOT BE USED AT SHEAR WALLS. TYP FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -U TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -1) LOCATE SHEATHING JOINT • COMMON MEMBER BLOCKING OR JOIST • WALL RIM BOARD FURRING WALL I' AIR SPACE VAPOR BARRIER DAMP PROOFING (DIv. 1 SHT AI ) SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS 06100 TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv 6 SHEET A -I) 4' CONC. SLAB OvER 4' GRAVEL BED (DIv 3 SHEET A -1) TREATED MUD SILL (DIV (2 SHEET A -I) 1 \, v FOUNDATION /FRAMING CONNECTION 3/4" =1-0" ) HANGER OPTION Piezo- / r AUUUIUUU 4 Y < I / - -i!li! I III 2f 6MD R'P (Dew 5 SHEET A-1: NITRO* E9EARrG "AL ":NV i SEE' A41 V2•. Ip'A8,• -Q'Q. (DIY 3 SEETA -U SLAB CN GRADE PER PLAN (Dry. 3 SEET A-U VAPOR BARRER CON" SPREAD FTC. PER PLAN (Di/ 3 5►EET A -U • 45 (2) •4 BAR CON'T ' DIv 3 51EET A -1) EXT. DOOR AND FRAME (Div. 8 SHEET 4 DOOR THRESHOLD FLASHING AS REQ'D (Dlv. T SHEET A -) NERvESTRAL FLASHING — 4' CONC. SLAB OVER 4' GRAVEL BED r _ (DIv. 4 SHEET 4 -)) 2x12 TREATED TRESHOLD TRIM �ya'll.i RIM JOIST TREATED MUD SILL (DIv. 6 SHEET A -1) •4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (Dlv. 6 SHEET A -1) EXT. DOOR THRESHOLD DETAIL 3/4' =1-0' _TJ1 ROLL WIDTH TREATED MUD SILL HANGER PER MEG TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -U EXT. DOOR AND FRAME (DIv. 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D. (DIv. 1 SHEET 4 -1) NERvESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A -I) TREATED MUD WILL (DIv. b SHEET A -I) I' AIRSPACE TYP. '4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4 " =1-0" 06100- 03300- 05_TJI TYP. FLOOR FRAMING PER PLAN (DIV. b SHEET A -1) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -1) TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN e FRAMING /FOUNDATION CONNECTION 3/4 " 4-O" 06170-03300-08_ TA X L di z X TOP OF DOLLEL 3/4' =1-O" FINISH GRADE NOT FOOTING DOES NOT SLIDE IN THI5 CONDI FOOTING SPANS HORIZONTALLY. TOP OF SLAB X ` TOP OF J -BAR � di I Z F NIS0ED GRADE OP 3/4 " =f-0" 2'-8' i1 FOUNDATION DETAIL „n.• ^ter nn�u --- om FRAMING PARALLEL TO STEM UJAALL 7' CLEAR FOUNDATION DETAIL FRAMING PERPENDICULAR TO STEM U1ALL w r ' D• :,S rXQ'X3Ab' 51 WEE_ PLATE I1r0S►ER5 • • -p' OC D•v SEE" A E.CEP'* AS VOTE'O A S►€ -4_i. 5OED1E 1, 11/4 E1BM •s ..OR': BAR 0' oG '-i' SOONER 0.ERLAP'D i 3 SHEET A- , •s rERR" BAR SAME AS STt8 STEEL SPACING. (Dr/ 3 51EE' 4 -1) ' "�• ENE DA s D' - 'S►EE• A -U '4 STJB STEEL FIL'w Cs • lb' OC (D., 3 SHEET A -U 4' °ERF F"G DRAIN Jkf1 "ER 24' GRA rEL EiE (1; 2 541E' A -I' SOLI) SLES (2) •4 BAR 'LON DN 3 SHEET A -I) TREATED MUD WILL TIGHTLINE (2)'4 BAR • TOP TIGHTLINE TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv b SHEET 4 -1) LOCATE SHEATHING JOINT • COMMON MEMBER RIM BOARD TYP. FLOOR FRAMING PER PLAN. (DIv. 6 SHEET A -I) SEE FOUNDATION DETAIL(S) TREATED MUD SILL SEE FOUNDATION DETAILS) TYP. FLOOR FRAMING PER PLAN. (DIv. b SHEET 4 -1) 4 V2'•x10' AB. ' 2')Q'') 3=)16' 512 STEEL PLATE ;; ASHERS • 4 -0' 0.0 (Dv. 3 SI-EE" A EXCEPT A5 NOTED ON 5HEARLAL; SCHEDULE MN- E' BED (2; •4 BAR • TOP '4 VERY. BAR • IY x . FULL HE)C.. Ir OF WALL (DIY- 3 SHEET A -l) DAMP PROOFING (D`v. T 5HT Al) •4 vERT J -BAR • 2' oc (DIv. 3 514EET 4 •4 HORZ. BAR • 10' oc (-6 OVERLAP (^+IN) (DIv. 3 SHEET A -1) 0 - -- 4' PERF_ FTC:. DRAIN LOITER N 24' GRAVEL BED (DIv. 2 SHEET A -1) (4) •4 BAR CONT. (DIv. 3 SHEET A -1) SOLID SUBSTRATE CANTILEVERED RETAINING WALL 3/4" =1-0" 03300 - 00000 -22 5/8'0 AB. 1111 2'X2'X3/I6' 5.Q. STEEL PLATE WASHERS • 4' -0' O.G. (DIv. 3 SHEET A -U EXCEPT AS NOTED ON S4-EARWALL SCHEDULE T MN. EMBED. •4 VERT- BAR • 12' oc, FULL HEIGHT OF WALL (DIv. 3 SHEET 4 -1) VERT .)-BAR • 8' oc (DIv 3 SHEET A -1) '4 HORZ BAR • I0' oc (DIv. 3 SHEET A -U •4 BAR • 12' oc L =2' -6' (DIv. 3 SHEET A -I) DAMP PROOFING ( DIv 1 5HT Al) ` �• 2' CLEAR (4) '4 BAR CONY (DIv. 3 SHEET A -1) SOLID SUBSTRATE 4' PERF FT'G. DRAIN UhFILTER IN 24' GRAVEL BED. (DIv. 1 SHEET A -1) 1 03300- 00000 -26 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv. b SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLODCING • RIM JOIST • Ext. WALL PONT LOAD BEARING PER PLAN FRAMING /FOUNDATION DETAIL 3/4 " 4-0" 0e100- 03300-01_TJl .x)13 NO : RECEIVED CITY OF TUKWILA SEP - 6 2000 PERMIT CENTER ZL� llp O O O �< �w } Q a Q w o wo5 w0 m0 � Dw„ Q JQ- = Q LJJ Cr CO 4; O 0 1 Q w J J Cr) uJ — wOI o 1 - w 1 CO z 3: 'J 2 °o° QCCo0 0 Q Op � c Z 1 : J QZ � C Q ;np ZZJ0 > CC w J w C) O CO O") 0 giczc w m O 0) 0 (CS T1TLE SHEET D1 1_() 0 a U 3/4" =1-0• TYP. DECK CROSS SECTION DELETE RA- 644E4.4 F *N S.ED DECK E...EvA , 5 34Y OR _E5& - =80v£ F D 2.2 •5I/2•OC (CUR ; ST.eTYN NO TO EXCEED 4' SOLYD ELO KING OVER S iPPOR'S 5/4 x 4 TK CDR ::c Ca r. "AC.- ...EDGER ... 2 RM.'S OF 1'Y _ :s BOLTS AT 16' OC TYP T.I. FLOOR = Q. =."NG PER PLAN 2x PONY , ..CALL 4x BEA SIZE TO R E 'tJ E NUMBER OF POSTS • 2 STOR• CON7'TION OR .JEN POSTS EXCEED 4 IN.( . ENGTH SCAB u 2x4 EA SIDE 2x GREATER DEPTH THAN JOIS'S FINISH ;- ANDSCAPE GRA^e TOP OF PIER F_LSH WITH FN. SUB GRADE ! 3' BELOW F'NISH LANDSCAPING - 12• MN ON SOLID SUBSTRATE. BELOW GRADE 08200 - 06170- 19__TJ1 3/4' =1-0' 3/4" =1-0" I ✓ iI SECTION o BEAM 3/4•=1-O' I. HEADROOM MN. b' -8', WIDTH MN 3' -0' PER UBC 1006.15 1. TREADS 9' MN DEPTH, RISERS B' MAX. HEIGHT 3. HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD NOSING. HANDRAIL I I2' MIN. TO 2' MAX. CROSS SECTION DIMENSION 4 1 1/2' MN CLEAR FROM WALL RETURN RAIL ENDS PER UBC 5EC 1006.9 - EXTDC b' AED.( EA" Mt OR ft 1004 DLO& 164 MAGA . ITCO3 CLINS'+m„G' op. r Pik CiR =0-R ', 2x ELOCKAC. 4:IT.'3.2 :+IOIES eFT.• e4c E'0- SEE ELEVATION ( STAIR SECTION DETAIL 33/4 " =1-0" L EX TR.66 TAX TYP. Ge.TTER FASCIA PER E.E':ATK (TYP E/?ERreOR :A: CONSTRUCTION; FLASIO C. (DN. 1 SEE' A °) FRAME OVER WALL DETAIL DBL OR GIRDER TRUSS (PER ' ANI �t - R^CF C Fb'RUCT O: FRAM % PER .._AN 2x BLOCKING SKYLIGHT, SIZE PER PLAN. PROVIDE FLASHING AS RECOMMENDED BY MFG. 2xb CURB TYP 2x4 • ROOF AND FRAMING MEMBERS TYP. GIU$. • CE ILNG ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 06100- 07300 -15 07300- 06100 -01 WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP RISE 4 RUN DIMENSIONS 3/4' PLYWOOD RISER 1 I/8' HARDBOARD TREAD WIN EASED NOSING 3 2x STRINGERS TYP. UN CENTER STRINGER WITH 2 - 2x4 STRONG BACK TYP NAIL WALL STRINGERS W/ (2)16d TO WALL STUDS 5/8' TYPE 'x' GLI$. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 4. INSTALL FIRE BLOCKING • STRINGERS TOP / BOTTOM 4 ADJACENT WALLS) PER UDC SEC. 1082 5. COVER USABLE SPACE UNDER STAIR WITH 5/8' TT PE 'x' GUM, USE 2 LAYERS • CEILING AREA - PER UEC 100333.5 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5053 06200- 061oo -o1 EAVE DETAIL 3/4" =1-0" GABLE END DETAIL 3/4" =1-O" n OVERHANG PER PLAN 12 OVERHANG PER PLAN +SEE ELEv GABLE END DETAIL 1' TYPICAL RODE CONSTRUCTION TYPICAL FLOOR CONSTRJCTION HI • 48' CC. AT OUTSIDE FACE OF WALL MO ON SPEAR WALL SCHEDULE 2X BLOCKING WITH /3) 2' • HOLES WITH SCREEN A35 EXPOSED RAFTER TAIL — TYP. GUTTER FASCIA PER ELEVATION TYP- EXTERIOR WALE CONSTRUCTION TYPICAL ROOF CONSTRUCTION - TRIM PER ELEvATION BARGE BOARD PER ELEvATION 1 06100-07300 -06 2X4 BACKER FOR BARGE - NAIL TI4RU SKIP SHEATHING WITH Ibd • D.G. TYP 2X4 OUTRIGGERS • 4' O.G. WITH 2X2 BETWEEN FOR TRIM EAVE DETAIL 3/4" =1-0'" EAVE DETAIL 3/4 " =1-0" SEE ELEv C TYP. EXTERIOR WALL CONSTRUCTION -- - �- (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRUCTION 06100 07300 - 12 TRIM PER ELEVATIONS BARGE TYP SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SHEATHING WITH I6d • O.G. TIP. 2x4 OUTRIGGERS • 4' ot. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER • INT. CEILING LINE (TYP EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL Dwcb - iqci EAVE DETAIL 3/4' =1-0" 06100 - 07300 -13 -r 3/4 " =1-0" L EAVE DETAIL SEE ELEv. BUFFEL - EXTEND b' ABOVE BATT. NSUL. OR I2' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MN. CLR FOR VENTING HI • 48' O.G. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' o HOLES WITH SCREEN EXPOSED TRUSS TAIL (TYP. GUTTER) OVERHANG / FASCIA PER ELEVATION PER PLAN "I TYPICAL ROOF CONSTRUCTION 2' MN. CLR FOR vENTNG NI • 48' O.G. AT OUTSIDE FACE OF WALL LINO ON SHEAR WALL 5CHEDULE 2X BLOCKING WITH (3) 2' • HOLES WITH SCREEN SEE ELEv. 2X8 BLOCKING TYP EXPOSED RAFTER TAIL TYP. GUTTER OVERHANG �,f PER PLAN 'I FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION 4. 06100 - 07300.01 06100 - 07300-03 08100 - 07300-04 RECEIVED CITY OF TUKWILA sE? - 6 2000 PERMIT CENTER F W r � V l F- J z >< Lll C W 0 0 z��� > 0 � Jw Q u- =O w(I) � m 0 Z w O >� O 0 .11 CO w w Q _J a o 3_ Q J w 1 - j p L L JI 0) 0 w II Z �� QC 0 O 1 COZ 0 Q o o u 5 0 � c c Q Q QZ d 42 Azov z C7 42 _ 0 C� w 0 Z_ I Z -) 0 U) : > UJ Q LI ▪ W o O >_ D 42 ,-- 0-J I 0 I�- I 0 CC LU F- w O >- CC w C- 0 C- a L11 J 0 X w w I F- C z 0 w I- z C7 I\ 0 CO 02 C 0 0) C C!) co S a) ID co CD L1) N X CC LL JF 02 N Co LO N TITLE - JOB NO. • SHEET D2 III J ! 3i 61 4i TYP vow, CO16'RIC -O. $U;. 1wAL: Sr€A'-'►i6 PER SC.EDULE CO"O►' PLATE SING PER Sa AIRI.A.: SOEOILE T) Bl.00046 TYP TJI FWOR CONSTRC %O . SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =1-0' 1707'0-0600-16 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =1-7 17070 - 06170 -07 SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =t-O' SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION CANTILEVERED FLOOR JOIST =1 3/4' -0' 17070- 06170 -09 3/4' =1-0' I�1 6 TCIP a_ATIE %ALIMG PER SaPLAtirao._ 504DWE EC "?! PLWE I C 5.0 N UL. SOCCULE PAmEL EOGR • FIELD N* LAIKG PER SCE U&G MG TIP TJI FLOOR C01157R- C9OII TYP UAL CQH6TRlCTIp 5 SIRµ w _ _ SSEATHK, °52 SCHEDULE BO ^OM PLATE NAILM PER 51-EARIIi4LL SCHEDULE PANE` EDGE S FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN AL"?d TJI FLOOR JOIST W. WALL TOP PLATE NAILING PER SUEARDALL SCHEDULE TYP. - Ji FLOOR CONSTRUCTION TYP. WALL CONSTRICTION WITH WALL 5HE4T4NG PER SCHEDULE NAIL FLOOR SHEATHING TH15 AREA WITH 10d9 fa' oc. EDGES 10 d 9 10' oc. FIELD BLOCK ALL EDGES i0 d • 6' oc PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE I FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER 5HEARUALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING THIS AREA WIN 10d96' oz. EDGES 10 d 910' oz. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARIALL SCHEDULE TYP. WALL CONSTRUCTION WITN WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4' =t-0' 17070-06170-10 STANDARD SHEAR DETAILS & SCHEDULE 17070- 06170-08 PANEL EDGE I FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE I FIELD NAILING PER SCHEDULE f 1 EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' 4-0' 17070.06170 -01 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =t-O' NAIL FLOOR SHEATHING THIS AREA WIN 10d•6' oz. EDGES 10 d 910' oc. FIELD BLOCK ALL EDGES 3/4' =1-0' DOUBLE STUDS AT HOLDOWN CONDITION TYP. WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE -- TYP. TJI FLOOR CONSTRUCTION SIMPSON -IOLDOWN PER PLAN AND SHEARWALL SCHEDULE SIMPSON HOLDOUT) STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS ANCHIOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL HOLDOWN TOP °.0-E 'LING POR SEA i SGfi4tiLE PER i EARS&... SO431XLE W d • i' oc PLY1D TO RIIh JOIST / Paf EDGE I � NA*.$ G PER SOEOLE TYP EXTERYJR tiALL C016TE31C TIp. W ciALi SRAT.4 G PER SCifcL_E TYP TA FLOOR CONSTRUCTION RUCTION 2x4 PAWL EDGE BLOCKING TOP PATE NAILING PER 5HEARLIALL SC+EDILE BOTTOM PLATE NAILNCS PER SIEARUALL SCHEDULE 10 d • S oc. PLYIUD. TO RIM JOIST 7 PANEL EDGE S FIELD NAILING PER SCHEDULE TYP. ExTERIOR WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE TYP_ TA FLOOR CONSTRICTION 2x4 PANEL EDGE BLOCKING TYP. WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE TYP- TA FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 10 d NAIL • 6' oz. PLYUD. TO RIM JOIST PANEL EDGE 4 FIELD NAILING PER SCHEDULE 10 d NAIL • 6' oz. PLYWD. TO TJI BLOCKING TOP PLATE NAILING PER 544EARWALL SCHEDULE TYP. WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE 17070-06170-02 17070- 06170-11 + 17070-06170-24 -i 3/4' =1-0' L SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3 /4' =t-0' e 18 t SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 3/4' =1-0' 17070-03300-02 SHEAR WALL 0 CRIPPLE WALL 3/4' =1-O' h2oa�- iq� TYPICAL WALL C 4STRUCTO4 UJTH WL SHEATHING PER SCHEDLE TYP. TJI FLOOR CONSTRICT'.01. 80TTOm PLATE NAILING PER SHEARWALL SCHEDULE 'OP PLATE NAILING PER SHEARWAL� SCI -WDLE ANC. -02 BOLT PER SCHEDULE SEE ARCH_ DETAILS FOR FOUNDATION CONDITIONS TYP. TA FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SIEARUALL SCHEDULE CRIPPLE WALL (DIV. 6) 54-EATH CRIPPLE WALL SAME AS SI-EARWALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS CRIPPLE WALL (Div. 6) SHEATHING PER SCHEDULE PANEL EDGE I FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (21°4 BAR CONT. (DIV. 3) SHEAR WALL 0 CRIPPLE WALL - INTERIOR NOTE. ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 17070-03306-03 17000-03306-04 1 SEP - 6 2000 PERMIT CENTER TITLE I(1B NO. : SHEET S1 RECEIV TJI JOIST DETAILS CITY OF TU ' .A 4 • 6 L DBE Si•.D ® HOLDOWN STRAP AT FLOORS 3/4• =1-0" SxFML. aEq •'LA■ AND SEARL ifNECULE 007707! PLATE NALKa PER SfARa,4 L 504ED4LE TJI BLOCKNG BENT PE* HOLDOWN STRAP AT CRAWL SPACE 3/4' =1-0' DOUBLE SW BOTTOM PLATE NA LING PER SHEARWALL SCHEDULE D OUBLE JOIST OR BEAR PER PLAN 17070 OS170 - 29 TY WALL CONSTR ICT ON WITI4 WALT SHEATHING PER SCHEDULE BLOCKIW6 AND FILLER BLOCK 16d•6' 2x4 FLAT BLOCK/VG NAIL STRAP ill.' 8d COMMON • 8' 04. 8IMPSON CS6 STRAP x10' LONG, LAP 4 ONTO WALL OR BEAM AND NAIL WITH 8d COMMON • 4' oc. DRAG STRUT CONNECTION 17070- 06170 -28 3/4•=1-0' /7000 - 06100.30 SHEATHING AND NAILING PER SHEARWALL SCHEDULE 2X6 BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SHEARWALL SCHEDULE 2X4 LEDGER (2) I6 d EACH STUD (2) 16 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4' =1-0" 4' -0' NT5 17070 - 06170 -31 HISMSIgar t1 i J 3/4•=1-0" 10.66 PER A� IATM 5.4AnuNG PER WAR W.— 5C.4:041 *a '0 P TC.. SEAR - iti4i� %%At1 DELCO zn fir. 60- TO PATO. S.+EAr•c&_ NAL•G moo MOO -OP P-ATE P/MEL EDGE I FELD MAE•G PER 50ED*LE TYP. •HAL_ CONSTRLG' itITl. I+4LL 5►EAT►•46 PER SG4ED4,LE INTERIOR SHEARWALL TO ROOF COND. 3/4' =1-0' (2) 16 d SHEAR WALL ® GABLE END 8 d NAIL • 4' oc. • EA OUTRIGGER 8 d NAIL • 6' oc. TO TOP CHORD I BLOCKING 2x BARGE I Ix3 TRIM — 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATHING WITH Ibd 2X4 OUTRI • 4' O.G. WITH JOIST HANGER • TRUSS GABLE END TRUSS A35 CL IP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION 3/4' =1-0' 17000- 06100 -18 (2)16 8 d NAIL • 4' oc. • EA. OUTRIGGER 8 d NAIL • 6' cc. TO TOP PLATES 4 BLOCKING 2X4 OUTRIGGERS • 4' O.G. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE 17000-06100-19 3/4' =1-0' Qo Six* AT L s. $1R. PLATE +`•LINCa I PER S•fAgra4._ 504306LE •_ • 01000 ../c9 OVERHANG PER PLAN PLYWOOD ROOF CONDITION 12 SEE ELEv. 12 SHEAR WALL ® EAVE SEE ELEvATION $!RAP • E t ...Alt • ShEAR . 50EDUE 4W T! - Rac .551 RP" 60•IC PME. EDGE I FELD NA ONG PER SC.EDeLE TYP ExTEESGR C»BTR c GTv U WALL 5►€A't-7G PER SC+EDuLE TYP TA FLOOR CONSTFa,rC - or. HOLDOWN STRAP ® FLOORS 3/4' =t-O• TYPICAL ROOF CONSTRUCTION 1425 • 48' oc. (3) 8 d TOENAIL • TRUSS L5030 • 48' ac BLOCKING TO TOP PLATE 8 d • 6' o.c. • BLOCKING BLOCKING PER ARCH. DETAILS TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYPICAL ROOF CONSTRUCTION 1425 TIE • EA. TRUSS L530 • 48' oc. 8 d • 6' o.c. • BLOCKING BLOCKING PER ARCH. DETAILS A35 CLIP PER SHEARWALL SCHEDULE I TYP. EXTERIOR WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE • 17070 - 06170-20 3/4' 4-0' 17000-06100-04 17000 - 06100 -06 STANDARD SHEAR DETAILS & SCHEDULE NOTE USE 05B ON ROOF NOTE: ALL INFORMATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIN PLANS. 1 1 RECEIVED CITY OF TUKWI SEP - 6 2000 PERMIT CENTER CC W o W U 1 OQ : Q Z w Q cL = W i U: TIT A I w z U LIJ Cr m 03 0> < < 0 ccco 00 cc ID Q W w — W Q CL Q(n w w°F- z TEl J Q oz0cc O CC Z cc r, ZOUZ� Q (1) cc U W - Q C D, CC ro_ cf) G,QOU z I - - Q O w W WW Z CD F-1ZWCO O >W cc i CO C15 (C) CD LO Ln CO CZ LL o y q) ' � o kmai ▪ L1J 0-j = a 4 ▪ :s1- • a) m ?B NO TITLE SHEET S2 A TJI JOIST DETAILS • • b I EXTRA SHEAR WALLS Stele 1/8'.I' -C FOUNDATION SHEAR WALLS POINT LOAD IFrao i Afso E PON' LOAD •IfipP'. ABOVE W LOADING a PONT LOAD TRANSFERING DOIIN L wAD TRAi dFERtnG DOAN uY LOADING r SYMBOLS & LEGEND PONT LOAD TRANSFEREE BY KICKER HOLD DOWN WITW SIZE DEEAGNATiON VERTICAL STRAP WTW SIZE DESIGNATION TO BE 1.15ED CINI FLOOR BE: AW I.ORIZONTAL STRAP WITW SIZE DESIGNATION INDICATES BEAM CALCULATION UATi- INDExED NUMBER EXTENT OF SWEAR WALL TYPE OF SEAR WAS WALL A8OvE IfizazzEzt WALL BELOW NOTE: UNLESS OT- IERWISE NOTED ENGrft EERING ANC CALCULATIONS ARE !vOT PROv1DED M TiESE DR-AWNt4C:5 MAIN FLOOR SHEAR WALLS 1 SHEAR NOTES :atESE1 1/20'/Eu DESIGN CRITERIA 1 SEE 1 _ TAIL A' OW FOR DESIGN CRITERIA CIENERAL NOTE5 L ALL SHEARWALLS SHOWN ON THE FLOOR PLAN AIE FOR WALLS ON THAT LEVEL (TYPICALLY 514OUN SHADED) 2 ANCHORAGE IS FOR SHEArduALLS( PANELS) ONLY, WHERE PORTIONS f.:F WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 16• OCCXMIN) PER TABLE 23- -0 3 - 11.114ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS TWEN SHEAR DETAILS DO NOT APPLY FOr _ OW MIN UB C. REQUIREMENTS. 4 PRO /IDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5 SEE MANFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOEDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION 6 ALL PLYWOOD OR GY PSU"' SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR /ERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE 1- DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SI-EAR WALL PANELS UNLESS PRE- APPR0/EC BY THE BUILDING OFFICIAL ROOF t FLOOR SHEATHING I. ROOF SHEATHING: 1/16' OSS APA RATED SHEATHING (24/0)- LAY UP 1 1)/ MINIMUM 1/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND 12' oc AT NTERf 1EDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O.G. o ALL tNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR =180x082=142peF 2. FLOOR SHEATHING: 3/4' CDX TIG APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T*G EDGES AT LONG PANEL EDGES NAILING SHALL BE I0d AT 6' oc AT PANEL EDGES AND 10' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAI"! 514EAR =215x0.82= 11lpsf 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END 11 it P czfof 199 1 UPPER FLOOR SHEAR WALLS 1YP AT d•EARIWL L DESKAATK2#16 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS • • cD rJ CD RECEIVED CITY OF TUKWILA SEP - b 2000 PERMIT CENTER JOB NO. : TITLE 9908621 BASE PLN B2000-060 SHEE S3 99086.21 SHEARWALL SCHEDULE it ' fr GIB O!E SIDE YES 5/e' • 48' 435 NAIL • 42' 1 d • ir ybd • c• GI -4 OR 548' GIB ONE SIDE YES 5/8' • 48' A. 33' 16d • kV +6d • e' G2 -1 L/2' GIB TUC SIDES YES 5/e' • 48• 2D' 164 • 8' 164 •6' G2 -4 OR YE5 SAS' • 48' 20' 1641 • 6' 1641 • 5 5.8' GUS 11W 5DE5 P -6A YES 5/8' • 48' 213' 16d • 5' 1641 • 5' F .1 -6 YES 5/8' • 48' 14' ied • 5' 1641 • 5' P 1A6 O5B YES 5B' • 32' O' 1641 • 4' 16d •4' P -3 ..... AVE SIDE YES 5/8' • 24' I6d • 3' I6d • 3' P -310 - '- - USE 3x STUDS PANEL. EDGE °_ YES 5/8' • 16' (2) Rai15 (2) ROWS P-2 USE 3x STUDS l:'lb' c 1lLiO SIDES P2-4 STAGGER 514EATHI YES 518' • I6' A35 CLIPS 16d • 4' I6d • 4' JOINTS W(2) STtDS 4 •l' STAGGERED PANEL EDGES DBL RPI P2 -3 YES 5/8' • C' A35 CLIPS (2) WALE, i6d • 3' (2) R01i.E led • 3' •5' STACsCD DBL RI UETERHAUSER U44-4 HARDBOARD 51DP.6 OR EG11AL CCMICN Ni0 5/8' • 48' 12' 16d • 5' 16d • 5' PER CO IP REPORT 2319 • • b I EXTRA SHEAR WALLS Stele 1/8'.I' -C FOUNDATION SHEAR WALLS POINT LOAD IFrao i Afso E PON' LOAD •IfipP'. ABOVE W LOADING a PONT LOAD TRANSFERING DOIIN L wAD TRAi dFERtnG DOAN uY LOADING r SYMBOLS & LEGEND PONT LOAD TRANSFEREE BY KICKER HOLD DOWN WITW SIZE DEEAGNATiON VERTICAL STRAP WTW SIZE DESIGNATION TO BE 1.15ED CINI FLOOR BE: AW I.ORIZONTAL STRAP WITW SIZE DESIGNATION INDICATES BEAM CALCULATION UATi- INDExED NUMBER EXTENT OF SWEAR WALL TYPE OF SEAR WAS WALL A8OvE IfizazzEzt WALL BELOW NOTE: UNLESS OT- IERWISE NOTED ENGrft EERING ANC CALCULATIONS ARE !vOT PROv1DED M TiESE DR-AWNt4C:5 MAIN FLOOR SHEAR WALLS 1 SHEAR NOTES :atESE1 1/20'/Eu DESIGN CRITERIA 1 SEE 1 _ TAIL A' OW FOR DESIGN CRITERIA CIENERAL NOTE5 L ALL SHEARWALLS SHOWN ON THE FLOOR PLAN AIE FOR WALLS ON THAT LEVEL (TYPICALLY 514OUN SHADED) 2 ANCHORAGE IS FOR SHEArduALLS( PANELS) ONLY, WHERE PORTIONS f.:F WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 16• OCCXMIN) PER TABLE 23- -0 3 - 11.114ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS TWEN SHEAR DETAILS DO NOT APPLY FOr _ OW MIN UB C. REQUIREMENTS. 4 PRO /IDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5 SEE MANFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOEDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION 6 ALL PLYWOOD OR GY PSU"' SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR /ERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE 1- DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SI-EAR WALL PANELS UNLESS PRE- APPR0/EC BY THE BUILDING OFFICIAL ROOF t FLOOR SHEATHING I. ROOF SHEATHING: 1/16' OSS APA RATED SHEATHING (24/0)- LAY UP 1 1)/ MINIMUM 1/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND 12' oc AT NTERf 1EDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O.G. o ALL tNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR =180x082=142peF 2. FLOOR SHEATHING: 3/4' CDX TIG APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T*G EDGES AT LONG PANEL EDGES NAILING SHALL BE I0d AT 6' oc AT PANEL EDGES AND 10' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAI"! 514EAR =215x0.82= 11lpsf 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END 11 it P czfof 199 1 UPPER FLOOR SHEAR WALLS 1YP AT d•EARIWL L DESKAATK2#16 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS • • cD rJ CD RECEIVED CITY OF TUKWILA SEP - b 2000 PERMIT CENTER JOB NO. : TITLE 9908621 BASE PLN B2000-060 SHEE S3 99086.21