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HomeMy WebLinkAboutPermit D2000-303 - FOSTERVIEW ESTATES - LOT 26 NEW SINGLE FAMILY RESIDENCED2000 -303 Fosterview Lot 26 1370943P1S Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: 2612000260 13709 43 PL S TUKW DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA Contractor License No: DUJARD *204L0 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,701 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 162 SQ FT UNFINISHED BASEMENT,637 SQ FT ATTACHED GARAGE, 117 SQ FT COVERED DECK AREA AND 56 SQ FT UNCOVERED DECK AREA. (BASE PLANNO. D2000 -072). PUBLIC WORKS ACTIVITIES INCLUDE :access, land alte -ring and storm drainage. Value of Construction: $164,262.96 Type of Fire Protection: N/A Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm City of Tukwila FOSTERVIEW ESTATES - LOT 26 13709 43 PL S, TUKWILA, WA DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA Y N N N N N N N N Y N N DEVELOPMENT PERMIT Private: N Private: N ** Continued Next Page ** D2000 -303 Department of Community Development / 6300 Southcenter BL, Suite '100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Number: Issue Date: Permit Expires On: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Phone: Expiration Date: 12/16/200$ Fees Collected: Uniform Building Code Edition: Occupancy per UBC: D2000 -303 05/01/2002 10/28/2002 $1,812.25 1997 0007 Number: 0 Size (Inches): 0 Start Time: 489 End Time:40 VolumES: Curt 0 c.y. Fill 0 c.y. Start Time: End Time: Public: N Public: N Printed: 05 -01 -2002 oO co 0 O t g 11- Q`• _ d; z 2 U CO ∎ 0 cni 0 H' 11J ui Z ; ' U � 0 Print Name: doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature:i✓ Date: *- / e- 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 co. uction or he •erformanc- of work. I am authorized to sign and obtain this development permit. 441! Signature: „ � \� , Date: D2000 -303 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. Printed: 05 -01 -2002 Parcel No.: 2612000260 Address: 13709 43 PL S TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 26 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS 1: ALL PERMITS, INSPECTION RECORDS, AND APPROVED PLANS SHALL BE AVAILABLE 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 notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 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. APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER DISTRICT #125 @ (206) 242 -9547 AND SEWER PERMIT FROM VALVUE SEWER DISTRICT @ (206) 242 -3236. 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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. 4: 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. 5: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 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 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 D2000 -303 �= - Ru..M -�tYW Y4�IT'�. CANS +S�X7N[1�X4�17M1'tOS�MX'MWM�. +M /!: ME��'1Yf�l Permit Number: D2000 -303 Status: ISSUED Applied Date: 09/08/2000 Issue Date: 05/01/2002 Printed: 05 -01 -2002 V 0 0 W = J F- W 0 H ' 0 c o 0 F- W W' 0 . • Z U Z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 documents are to be maintained and avail- able until final inspection approval is granted. 15: APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3. 16: WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U.P.C. 510.5. 17: 18: 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. 19: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 20: 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. 21: 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. Signature: Date: 6 Print Name: D2000 -303 Printed: 05 -01 -2002 Project Name/Tenant: . F105 (CAN E6 fit. Fps Lo + Do Value of Itruct ns _ ion: /b4, z4z- Site Address: City State /Zip: 13 b' L ( - & . ¥ 1 . S tuaIN Tax Parcel Number: 2 1 2 1 Prop Owner: 1. oti c r∎ tae,ve to pr Ki Cm • Phone: 47_5 - - 33q - 5018 Street Add ss: City State /Zip: P 0 ewe 6 GUVria4f WVv 9flZDIc Fax #: 47-S•- 339 'S . Contractor: Ou ar1■ v e.l0prvou../t. Cf , Phone: ab oQ e Street Addres . City State /Zip: a...b Fax #: Cc.b0vf? ArchiteR e1 1r-M -tie Om Phone: 1 -1 . 25 - 10 • S3 Z.p Street Addres l: City State /Zip: 1 4311 Se i (Q-v. SI.. 1 $ P it�u u x i l . wit 0 14 4 1G0 - 7 Fax #: j4 - 1n91 En ineer: V-$ C. 7. 1e. - 1 - 'Lt. r A 0 C. . Phone: Li Z,s^.. T - 122-1Z. Street Address: City State /Zip: 1% e -\ mist Poe. V3 SLAZte.- PEcitt►awats WAiR8263 Fax #: 42-T-11'S• 1 Z3 b Phone: a.. boo t? Contact Person: gA I 14.6-crhik-Ql2,S P.J. Street A ' City State /Zip: COO MI e_ Fax #: oLizt a ue- Description of work to be done: N t 5P - F r o v∎n 2 $ e, p lot.tr,, ' E S 2) 0 0 -- O.2 Type of work: ifJ New Single - Family Residence ❑ Addition - Single- Family Residence El Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: ® Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 561x3 sq. ft. Dwelling 111 sq. ft. Covered Deck(s) Vi 3'1 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) t.1/A For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKI"LA Permit Center 6300 Soufhcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 FS "- TAFF USE ONLY 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. PLICANT REQUEST FOR PUBLIC WORK , SITEICIVIL�PLAN.REVIEW..OF THECFOL'LOWIN ^' Additl oval; re views :shall.' >ti the; Public' Works De artment ai ' ' 3{. ❑ Channelization /Striping Curb cu /Sidewalk ❑ Fire Loop /Hydr. nt ❑ Flood Control Zone Hauling Land Altering: ® C ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #• ❑ Sewer Main Extension 0 Private 0 Public torm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous a'n to vault) #: Size(s): cubic yds. ® Fill 9'.S 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. Date application accepted: -co Date application expires: 3--g -0( Appllca on taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM r Z I I ~ w .J o 00 0 co CO W W t- w 2 uQ 2 w Z = t-- I'- O Z I— w w U � 0 D-0I— ww I t- 0 u Z W U = O ~ Z :BUILDING;OWNER'OR AUTHORIZED AGENT :. Signature: Date: Print name:c ? 6 N c _ \ uzc Phone: Fax #: Address :IA I PJ�r• Y cY'14<Ci" et'1``� City/State/Zip: • ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MU . E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE BY A REGISTERED ARCHITECT OR rAOFESSIONAL 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) ❑ ❑ 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 foundati6n drains, and where drains tie -in.' H w 7. Parking plan. re 2 8. Lowest building elevation (if in Flood Control Zone). v 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. c) O 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. u w 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). N u_ 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w o high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form Li. a H -9). u) d ❑ Foundation plan and details Z H ❑ Floor plan I— 0 ❑ Roof plan w w ❑ Building elevations (all views) v o ❑ Building height. o F- ❑ Building cross - section w w = U ❑ Structural framing plans and details necessary to completely describe construction h- u' O ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w Z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -5. I— ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building. Owner /Authorized Agent If the applicant is other than the owner, registered, architect/engineer, or contractor` licensed:;.: by, the State;of Washington, a. notarized letter from the property owner authorizing the agent to submit this permit application and .obtain t, e,permit -will be, required as part of this submittal. ,' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT, SFPERMIT.D 2/13/97 ypla, }�5 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila Parcel No.: 2612000260 Permit Number: D2000 -303 Address: 13709 43 PL S TUKW Status: APPROVED Suite No: Applied Date: 09/08/2000 Applicant: FOSTERVIEW ESTATES - LOT 26 Issue Date: Receipt No.: R020000572 Payment Amount: 1,412.25 Initials: SKS Payment Date: 05/01/2002 11:01 AM User ID: 1165 Balance: $0.00 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DUJARDIN DEVELOPMENT Amount Payment Check 5074 1,412.25 Current Pmts BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Type Method Description 000/322.100 412/342.400 000/342.400 000/345.830 000/386.904 1,357.75 15.00 15.00 20.00 4.50 Description Account Code Total: 1,412.25 05/07 -'71 ,i . t:'2 Printed: 05 -01 -2002 F W o LL. N 3 Z O, uj 10 1—; W; H V , V -i 0 {• Iti 13, Pctymertt: * **rt * **A* * *A.0,44 *4A ** (c ourtk Cade '000/345.'830 [;d t± * k, t* * * * *** ** *�rv* *.dskk:A* *•* ** * *d. k.***** d*****; 4• ,ti*d *** *s * *+1•A4* *ki.k *+1*k* CITY tw T U K 1W IL A WA t.. • 'f It A iV 5 t4 I 'f * ** * A ** * * ***I1 *s % * *k'.1 ** ** A*. k*** 4*. 1* e4*4 0. koi kkA •+1•4**4$ *•h **•:4**4 **fi* *f: 'TRANSMIT Number : 119t300336' Amount: 400.00 09/08/00 14:47 Payment, Method: CHECK NotHt; DlIJAR[?l:N DEVELOP in 1t lit.i.l Permit No: D -303 Types DEVPCPM DEVELOPMENT PERMIT M .Parcel No: ; 261200• -0260 t `: Address': .13709 . 43 PL $ Total Fecs: 1.762.2;3 400.00 Total ALL Pmts:' 400.001 0alance: 1.362.2a **.k ** *+Fk•k * *o4,t k * ar * * **kk-0* d• * * *** * *4; :k* *,1* * ** Descr i p 11 on ' Amount PLAN CHECK - RES 400.00 7 778 09/11 9.7.1.0 TOTAL 2000.00 44 .. ✓.rv.. i... I..f.. ... h.•'.:.la�u i.... .. 1,.1 '.:.Jlt.i�. PERMIT NO.: 17 WOO O7 BUII,DING 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 IT 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 0 00090 Rested [T 00095 Footing Drains V00100 Foundation Footings 2/ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ' 00350 Crawl Space • 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing IT 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing (7� ❑ 00600 Masonry Chimney [ 0610 Chimney Installation/All Types 00700 Framing Q � 0750 Roof/Ceiling Insulation 0800 Floor Insulation 2'00801 Wall Insulation ❑ 00802 Exterior Roof Insulation [ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling Q�O1000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof ❑ 01400 Final -Fire Q r 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 G TL CONDITIONS Plan Reviewer: Permit Tech: a. yv4, rvnrsmvvnexw ,�rtr�.�v- .q.'nFwtww 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 l 0015 Engineered truss drawings & calcs shall be an site •k 0016 Exposed insulation backing material [g 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof ['0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." Br 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 woad shall have flame spread of [v' 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected 2 " 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected IGr 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit Q 0003 Electrical permits obtained through L & I a 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 ❑ 0039 Final approval for all TI w /in the limits of the SC Mall 2'0004 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 pr 0005 All permits, insp records & approved plans available ❑ 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...." 27 "Water heater shall be anchored...." ❑ " Reroof' Date: 10 - C D rte: t Z — z 4 . __ •.. it m U O` WW J �. W 0 ; g J` 1L 4C U � = d. W . � ; Z 0 '; W W U� 0 W I' Z ' 11 1 N 0 I- Z Pr c : / veI'/✓r' is/A../es Tyge'of Inspecti a: COMMENTS: ress y,� 1 y 1 ��s- D ate Called: 1 D�� I ) Special Instructions: ' ' V p.m. Date Wanted: � Oy Requester: ` e 1 P hone No x(25- 330- Rb o1 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ) a ?pro \I-cv' 1 ht , i Q VPri c,. J f1� % Ov\ — G 1 � 1 VvA k. " -er Inn \ \- cow, 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION REC(Tt Retain a copy with permit ■ (206)431 -3670 Date t V $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: .', ?, ALa a. i, ci '.irli:Ft w,;teru8cti'anvc ».:s.V 4L.. deF+ h.. H.: f�+, SSal oCa�i3ie� +rsA!:x`i4+dS.kd. *. ! ' "bikerrx;(«" FY'asni'r. iS:,�ii uiJ�wSMo lu1' !! t�itie6 i Project: Fe Stri - li /� l ti " L o f 2 Typ 4f Inspection: � -/ t /Irv/ 7 � Address: //37e7 e7 . P4 S C a led D ate % / Special Instructions: Date Wanted: a.m. P.m. Requ ter: ICt k-I Phone NO.._ 3 30 - `I1 INSPECTION REC Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Inspector: Id Date: /v /vim $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. 5 iats.+W^ ^.'Skiff iat.N U O U 0 ' w Wi w 0 ga W d` I— _ ' Z I— 0 Z U 0 ON 0I L u H Li. ~ O tll U co O Z Pr t: P- i('W. - Ae+ ,26 Type of Inspectiorn�•- n W -t"Ind. 42d: Address: 1`.3?oil' ' e1 s Date Cal e 10/1.10a Special Instructions: ^^ Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RE( Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: to / r Inspector: GJ Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No. Date: D000 -303 El Corrections required prior to approval. vei.a1F.ak 1a.�.. xa =J l.: ,+c '?R7 , r,Wi;: vtair k44;,. alt .ai:A �t.as1A .:aWtJ. ivar .Ii,C.NoiS� +.ii .0 1- , K 4:4. w 00 J W LL ul O ; J u- _. d . W Z � I— O Z F— LU uj, 0 F — = V IL W Z, H = Off' .1 current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: . - 3 6 Project : Name *D i C .`S c 2 Approved without correction notice Approved with correction notice issued Authorized Sigriat'u FINALAPP.FRM City of Tukwila Fire Department /f 4, + +��i 1 - y Y (ynl..ly, TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM LA- Permit N Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief c. u1 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 Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: ` Final Report Earthwork Observation and Testing Fosterview Estates, Lot 26 Tukwila, Washington Dear Mr. Bumstead: TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences �z« October 2, 2002 Project No. T- 1515 -2 Reference: Plan Review, Fosterview Estates, Lot 26, prepared by Terra Associates, Inc., dated June 15, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 26 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: Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 26 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 report describing the foundation subgrade conditions noted during our site visits. At the time of our final site visit to the lot, the landscaping had been installed and the hydroseed for lawn areas had been placed. Foundation subgrades • Final surface stabilization 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com Sincerely yours, TERRA ASSOCIATES, INC. Bernard P. Kno Geotechnical AnilButail, P. Principal Encl cc: Mr. John Kappler, Kappler Architects Mr. Gary Bumstead October 2, 2002 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. /d7 BPK/AB:ae 1EXPIREs : 1219MGf� Footing Excavation Examination Report "�rnl T. ✓ w.v.v nMwwY . r. Project No. T- 1515 -2 Page No. 2 U0 No co w w o Q I- Ot z ► LU = Vi 0 LLI w N! . 0 � `. CONTRACTOR. NOTES: P L,4t6 C7rv?. FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5/9 / 0 Z PROJECT NO. /S-75-- 2 PROJECT NAME: FosTtle vlG`A.) E5- rerreS PROJECT LOCATION: — 774X0/ btu. i h21\1'4 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: t+ h, v6 . 9Thek7 - 77p r - 77 ,u (, . 4,2L 4 rbe 5e /i 7 47i'La 5uPPn2T Or- Z no s•I' M/114,1/46, L0A AivY 5747.10 r o f 6 w ATt•s,' C R c n e s /5,-(43 - / - tee t 4z s Vic' l4 CAF trrhn r?" F 9(3 . 7 - 1‘4) (, A,2i,4 re 21c) 'Tl1 C0AJ C,ef�-r7= Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed prior to concrete lacement. COPY TO: tTr / f)4 ii3 1,J / P/ SIGNATURE RE grtivell P. (CNA -.L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE: SCrn T C"rt{c,,vK.Q) !9:M�:�^'lY�1g0.71M'/.iM{W ^tiirlf9' W'.1iFbN)W.'H!I'3MV Ma' 431M)! �I .H.en,t'uNW'sn,+�u..•�i -w,.�N V� +.w.rsnmv...vw..r..,.... �.»,... z � IH W QQ � U 0 . co 0 co tu J =! I— W 0 Ua d I- al Z Z U O co. O H W W ' tL i 11 1 Z F-' I=., O 2 FOOTING EXCAVATION FIELD CONDITIONS NOTED A c-L. tl.4 -C For" rrNet, .0661734 Enent2E HOUSE Foo- - P2 ►N•T - FaR S/iv6LE - P 4 Horh/f S st2£BA GvA-s ecc.•fv-17m) / r- T o - Lo7S ZS *' Z e . 7r) 20 FT'tr? /"170 05r0 SE itIA-n vE .4N4 ?r s/tT •70 5 *,.i S7 C.7" w L•T/•/ CC.A-Y 6 - c. 0 'Ttj sJPPOR.T 2 Oo0. ps /gut L-10 t"tc n L_o 1U S. . 4L t At:er4 IA./nee �1 s-i 6 Ato/.,t6 Y /az. 4 / n/G .. CONTRACTOR. NOTES: P L,4t6 C7rv?. FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5/9 / 0 Z PROJECT NO. /S-75-- 2 PROJECT NAME: FosTtle vlG`A.) E5- rerreS PROJECT LOCATION: — 774X0/ btu. i h21\1'4 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: t+ h, v6 . 9Thek7 - 77p r - 77 ,u (, . 4,2L 4 rbe 5e /i 7 47i'La 5uPPn2T Or- Z no s•I' M/114,1/46, L0A AivY 5747.10 r o f 6 w ATt•s,' C R c n e s /5,-(43 - / - tee t 4z s Vic' l4 CAF trrhn r?" F 9(3 . 7 - 1‘4) (, A,2i,4 re 21c) 'Tl1 C0AJ C,ef�-r7= Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed prior to concrete lacement. COPY TO: tTr / f)4 ii3 1,J / P/ SIGNATURE RE grtivell P. (CNA -.L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE: SCrn T C"rt{c,,vK.Q) !9:M�:�^'lY�1g0.71M'/.iM{W ^tiirlf9' W'.1iFbN)W.'H!I'3MV Ma' 431M)! �I .H.en,t'uNW'sn,+�u..•�i -w,.�N V� +.w.rsnmv...vw..r..,.... �.»,... z � IH W QQ � U 0 . co 0 co tu J =! I— W 0 Ua d I- al Z Z U O co. O H W W ' tL i 11 1 Z F-' I=., O 2 P r p7m/i60' Lore Type of Inspection: 27l , cli rr�oe,' ss: Date Calle ' - /9ro Special Instructions: Date Wanted: o ff Requester: o ne No: to �-�.3 -yi INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per, applicable codes. INSPECTION RECD Retain a copy with permit 1720&2 z: IT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: z. .i i REINSPECTIOr FEE REQUIRED. Prior o inspection, fee must be aid :t t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recap No.: Date: Date: r,a.+pia«.',+;.Y.Sad a4.�tifewltw.c+ wG.:' 4 X 'cent: st iaut.' a' ti V?r�R'� 4h.QkY7s1., .'6�u�,Ji,nr.5;t�..ISLdi riG }.t ro+asio4a, W U0' W W w0 • Q co a = W s Z 0. W W, 0 0 N 10 I— =W 11- Vs Z W 0 1- Z pproved per applicable codes. INSPECTION RECO T Retain a copy with permit _ PERMIT NO, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project:. — � QS - C°►ry e w Address: 13-70 1s Special instructions: IQ11 Type of Inspection: Date calledT Date wanted: , Requester: Phone: (206)431 -3670 Corrections required prior to approval. COMMENTS: l ti `o in v\ 1nyoJe°2 Oth'' V \ r'L` s1 t dl/\ 91 rct'.e off r P $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .1 sa�.(.f.rhrniti�+...iak:�Yk �b.,.S cc 6 00 U) 0 N W` W 2 g J, u_ Q'. to � d Z z1 U 0N . 0 I Ui OI V N; . 0 Z ject: 7 - Type Inspection: F701,6V /4) — 1 �� V ' l/ . Address: / o? 4/8, , Dat l -f H�o. Special instructions: Date w ppl Re uester: Pho e � -- 330 -- g60 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: AA I Ai // Inspecto Date: " E $47. EINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 0. "s k:f , c,Aii;i.o po }ML }4z4jr Ai4w:i ".e'i41`yt.{ ri • }fti 'Ithws,otrr�6Sht'4'iJaiJ".iFA i"ut 4P.WI�:r§ ftvr�/1t42lf Rie1 ::RMl.irYr.'ul!(#ii;H,.�K1a.: ti..�t i�lS't�.n r ;.b) -. + R roject: Type n_spection: 11 i Pfd r�� �3 P S Dategl l C . 4 � Special instructions: Daterwan : p a.m P.m. Reque�r: PhXng �� 9 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approve per applicable codes. COMMENTS: INSPECTION RECO Retain a copy with permit 24 30 ,3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 7.00 REINSPECTION. ' E REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sch dule reinspection: I Receipt No: Date: z m iu V : V O to N W W w W W Z al a O W W O : ui Z 0 z Project 1� . t �] t l ) i ' I—d 26 Type of Inspection: -i - nM s kic Address: 1370 �j L [3 PL- S Date call d: J 6 /v , Special instructions: Date wante : ©©� ? l02 a.m. p.m. RequesTer Phone: INSPECTION RECO Retain a copy with permit. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 'Corrections required prior to approval. (206)431 -3670 .00 REINSPECTION F • REQUIRED. Prior t. inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to s edule reinspection: Receipt No: Date: a AVIv sw°. [A s4. a.o2.re,, rti��.' �,+ad ' � s �� , ,�2 : fA'•�ews"�k,.yc: ♦ "' aYth`ulAL .a144,54 wito.Mtki, i�,'x'2s':; i&kti,[�oi.� at3t u✓?ev c?;a Yt ?a;;$ir Project: Type of In pecti Address: �� ? (4 � I• S. Date called: , 7 f1'/ Special instruction4: Date wanted: /oa • 7/i 7/ P.m Reque to : (..t,_ iSi. Phone: L4- '‘.0 DO (PU y INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: if ) c .A,11. - QCs C40 - 3€ Ins ctor: \ ^. $47.00 REINSPECTION E REQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to s edule reinspection. Receipt No: Date: 1 7 -0 7 Date: D oo -3©3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. sctw+::�k` <t',4pA�i ' ibis 1 1 , tp o v Viet-) - u 2 Tye 9Ipspec4 ()Uk— 6 h I lA id..r.,s q; ez _ _ Datp ,/, Special instructions: Date winted , 7 /ii in r--, p.m. Requesr: 4-7-7avy Phone: 11-;5-- 0-To INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 98188 6300 Southcenter Bkid, #100, Tukw w Approved per applicable codes. kl3 PERMIT NO (206)431-3670 [II Corrections required prior to approval. COMMENTS: ---- Inspector: X - Date: H •a 7 • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: ' I Date: I ift;tx.t..2g,t,V14:41Si,",q'4N7:6tt4:2t,.44,ki.;;;o51-4,‘:::::,,,out ,44g,ttizikotAtAttie; .44,4* . 1,911 OW • 110 +110. !". • ' 4dis1;‘ ''+3 4 .4 311:KaidaWo a .4i.aaV AI :Ala 1433. fA:1 , •■•• • YIP *lb allb■:..4vm Ow .4Imp r .• • INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981'88 INSPE ION' NO. OM PERMIT NO. • , • - (206)431-3670 N 5K . Approved per applicable codes. LI Cofrections required prior to approval. COMMENTS: ( 1g-7e' • /. Inspecto .00 REINSPECTIO at 6300 Southcenter B eceipt No: Dae: . , FEE REQUIRED Prior to inspection, fee must be paid d., Suite 100. all to schedule reinspection. Date: • ° '4 a • ••■,•••••:4:0;41.4,1•WIL■sf; .2(0 Typ f Ins ection: /1 _.•4 P 1 Address: 13 43 C/ / Li Date called / 1 2 0e) Special instructions: .. • . D _ate vianted:/ c _1. (-o 1 /0 . p.m. Re wester: airkil Pho e: 4- 5 3?0 c iceoLl YIP *lb allb■:..4vm Ow .4Imp r .• • INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981'88 INSPE ION' NO. OM PERMIT NO. • , • - (206)431-3670 N 5K . Approved per applicable codes. LI Cofrections required prior to approval. COMMENTS: ( 1g-7e' • /. Inspecto .00 REINSPECTIO at 6300 Southcenter B eceipt No: Dae: . , FEE REQUIRED Prior to inspection, fee must be paid d., Suite 100. all to schedule reinspection. Date: • ° '4 a • ••■,•••••:4:0;41.4,1•WIL■sf; Project: Fosferview Es T of Inspection: ;: down t ie - i a Address: 1 3709 LI3r� P1 Date called: 1) 12 _ 0 2 , Special instructions: + _./. r� L . Date wanted: (a m: Requester: Phone: . ... s --3 )9 - 26 7 '. Ej Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2000 -303 Corrections required prior to approval. COMMENTS: 2/ tp 12I6L fit <1 " 5 • . (-& o, SI) FA-m4" c Inspector: D $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: v1�J4�if i�iQf.11d '4:}.1YLr .P�4� 1.,N4rJS.tk �e."4iri',AYW�M ani�l'S�Afl i z 0 0 0 N LU u! O Q D . W . Z 0 : Z I— 2 o ff' 0 I-- ui I V as o Z U Nj O Z Pro ect: j G Type 7; of Inspectio COMMENTS: Address: /37D •5! A?z S Date called: 6 -//-02 Special instructions: Date wanted: G -- /z - OZ a.m.' p.m. Requester: Phone: ( .., 77 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: s.. 4 C { ry; d ti9 Jan � P3 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Inspector:'' Le. Date: 2 $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: dVid 4;ftwe G ° u!G ' -:b?E ` y'u`.FZ.n9Cix�,►1�' ° :'iL .t 3�a �Udca,'3'a }u °':.7du ;Wie(va7iti '&0'4iC.:ki!va,"rk kle.4:tio:t.4. ruso u�i.aJ: 'u rfdki4ii6? fit a,.a ,P3s:`.:, w.. 0 :co 0 w o CO a I- w' z � I-0 Z I— '� D . Do N' • 1— 2, U. 0 L t r Q P ject: T e of Insp ction , Address: 3 4 f Date called: J / a ( Z Special instr�lctions:. ear Date wanted: ( a:m. l � 3) Reques r L�e P ( ' 2 _o � . z�7 -- 1)-- 50 L , 2 Approved per applicable codes. INSPECTION RECO Retain a copy with permit s:.ra' '^';.:v: 4t). L4`o tD:W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2000 - 03 MIT NO. j (206)431 -3670 Corrections required prior to approval. COMMENTS: Insp tor: y / G�X -L Receipt No: Date: Z - 7.00 REINSPECTIOI' FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . tG s*i0ftnic t :4aAfr s ktS X,w na��r!4)14:4 Project:' �� Ft Lot No Type of Inspection: � o `c Address: 137 0 1 'f3 PI. , Date called: 5 Special instructions: C -c a 9:o0 f ■ . : . ted: and 5a , a. m. Requeste0 a Gb Phone: l o s-- 330-9604 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes.. 0 INSPECTION RECORD Retain a copy with permit .i:L:+:.:;. .S+ /A(i'.. "r?{`ri{'IttiLJ:ArQr D a - 363 RMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: (),rN,M' pr v„v\ 4 - - \ t6 1� V y rrl S . �Gc.IL5 ?nr. Sur U e\ or s '�C r 0 01 \ 44 P r Sv(ve\ ov- ) VOW\ I � 91 MP kO 4 Date: 5 -a0- 0 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: cr $d ^vSY iA k kaainsaJa tc uiiMidtd a1 ae.'awXA v ;i 0 v0 U) 0. ui W go Lit U C ) 0 - i id u. 0 u.z co • =' 0 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 26 Tukwila, Washington Dear Mr. Fowler: Project Description We reviewed the following plans: • ' Sheets P1.0 and P1.3, Architectural Site Plans • Sheet P2.6, Architectural Plan • Sheet P6.7, Site Section for Lot 26 June 16, 2000 Project No. T- 1515 -2 FILE COPY ' Check approvals are I understand tl ; t the F�a} , > r , f '�!rni: :.;s of e n J approval . Reference: Fosterview Estates S ummary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 26 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. CORRECTION LT R# RECEIVED CITY OF TUKWILA NOV 3 0 2000 PERMIT CENrt,; The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three -story, wood- framed, single - family residence will be constructed on the lot. The main floor will be at Elev. 201. The garage level will be at approximately Elev. 190. The garage will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to 13 feet will be required. It is not anticipated that significant fills will be placed at any location on the lot. Minor fills will be required to create finish grades. After completion of foundation walls, excavations will be backfilled. D 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com .. p. a-• rn+— �. IM+ �I. �! �AMY1Mp�MOMMUr fSI�YTS. �tl U1�.'. j�J(RtPYV/Y�N�!`rJRIKI�RI}!�.'Q n �I�l. � 'Li **Ne Nm+. HOL Mr. Bill Fowler June 16, 2000 Excavations and Earthwork Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations ., are based on our review of the current building plans and the conditions existing on the site. � QQ w ' . J V The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for 0 O the lower garage level of the residence. It is expected that the excavation will be made through native soil co p N W 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 co u' O i soils should be removed from the site or used in nonstructural landscape areas away from the slopes. 2 _' g J! We recommend that the recycled concrete previously placed on the site be used to backfill all foundations and N used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. ? t-- Z F- LU D p' ` O u) V' II Z, The foundations should be designed and constructed in accordance with the recommendations presented in the v N referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 z pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Foundations The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. J. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. RECEIVED CITY OF TUKWIL.A NOV 3 0 2001) PERMIT CEN o, Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler June 16, 2000 Sincerely yours, TERRA ASSOCIATES, INC. CostaPhilippides Engineer '' r' & 62/1(42/ 17016 . / Mr Kapppler Kappler Architects, P.S. c xi'{R:�5 1479101 IVED cry OF UKWIIA NOV 3 0 2000 'FRff3!p lwyy :, Project No. T- 1515 -2 Page No. 3 October 23, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -303 Fosterview Estates — Lot 26 13709 - 43rd Place S 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 -303 .. ,. ft 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. At this time, the Planning Division, Fire Department and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. 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 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206- 431 -3665 Wv BUILDING DEPARTMENT REVIEW COMMENTS Project name: FOSTERVIEW ESTATES- LOT 26 13709 43r PL S D2000 -303 9 -22 -00 Dave Larson, Building Inspector (206)431 -3678 1. Sheet P2.3 missing as noted on geo -tech from Terrra Associates Inc. Permit File No.: Date: Reviewer: Kappler Associa *'s Architects JOB NAME: JOB NUMBER TOTAL LOWER KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY TOTAL UPPER MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % Dujardin Development Fosterview Estates Plan 1843B 99083.24 4.00 5.00 7.00 3.00 6.00 6.00 1.00 5.00 2.00 5.00 5.00 2.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 4.00 4.00 4.00 4.00 4.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 20.00 8.00 20.00 20.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 DATE: BY: Office 2.50 OWER FLOOR 3.00 7.50 M AIN FLOOR 16.00 34.17 31.50 9.00 30.00 30.00 5.50 40.00 8.00 20.00 20.00 8.00 5/22/00 SRU WINDOW' = TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA I QUANTITY TOTAL AREA TOTALS I (IN SQ UARE FEET) (HOW MANY) I (IN SQUARE FEET) (IN SQUARE FEET) 7.50 156.17 96.00 259.665 1,863.00 13.9% 8/21/00 • 9908324 - Glazing.xls WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872B COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing (4)15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 414 9.31 Floor R19 vented Joist 16oc Glazing @12% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: HOUSE ID: 99083.24 RECEIVED CITY OF TUKWILA House Type: Single Family SAP Floor Area: 1855 ft2 8 2000 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 395 Btu /hr -F 9.13 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 PERmir Area = UA 891 36.5 278.3 180.9 56.0 21.8 2309 143.1 891 32.1 16867ft3( 108.0) Reference UA 414.5 X Area = UA 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) Proposed UA 394.5 DaOOo WATTSUN 5.6 FILE: K:\\KAA\\99\\99083\\9908324.WS Struc 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: Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION Eff S Glz: 4.0% 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Light Frame, Sheetrock walls Location South : 56.5ft2 Southeast : East • 56.5 Northeast : PROPOSED Gas Furnace DEFAULT 78 % 61 % Vented crawlspace Attic or garage 0.60 26324 Btu/hr 6031 Btu/hr(23%) 32355 Btu/hr 48500 Btu/hr (150%) 84 MBtu 469 Integrated Spot & Whole House 0.0 () Btu/hr tons (©125) kWh/yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 M- 3.000 1855 Surface Area 371.0 ft2 74.2 ft2 PROPOSED PROPOSED North : 56.5ft2 Northwest : West • 56.5 Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 06/13/80 HOUSE ID: 99083.24 5565 • Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON RECEIVED CITY OF TIJKWILA SEP -82000 PERMIT CENTER EXPIRES 8/23/0/ NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 tOoO • 303 v ; U O ': U) 0 u j w w; N LL' g J, I d W _ O Z H; Ili ILL 0 01 : j0 co 0 F_ W W +: O; . Z Uj N z JC INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 JAMIESON CONSI" TING Corsll:ing Engineering & Project ?zanegemer: 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 r ^5) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft rr Tr # - ft # - ft # • ft y # ft ft ft ft 1 Z5G0l =O Xs/ d a-= d = 4 / //O 4e /l lac, C � Foora& spAAUs r 2 #4 4.1 002 1= ,D367 /lu = /4/ L ai /4./ 02 A.7(207) = 21 JC3 NAME F0577 J08 N0. 20 1 s/ _ 'DJ Z DATE _.� SHEET NO. DP S 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 pct) Weight of wall Weight of footing 6#4 70p S rl r . v) N o Il il 4e lD "D, c, 4J2/(QOc, 4-1-7 E AIP 5 (3) #4 coati 3' mo w ; . U U O c 0 , cow J w 0 u_ Q` u 0 : = I- O Z I— w w; o I w ;. u. O : zl U I I ' 0 z. JC 901 KIRKL.AND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 JAMIESON CONSUTTING Consulting Engineering & Project c. ;gement 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 H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ' # - ft # - ft # - ft '# # . # - ft ft ft ft z 5 c o psi -, = 1O 1 / Mu= /,5"` I kc)SrEEL C#2 5/7,4A) FOE 5G(LW4& , Q,44L d - ZJ?rr C If4a Pat5C1z-)47(19) �r = 2 J03 NAME FC JOS N0. Zo s(8/ 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 40' SY )4 SHEET NO. - OF 3 " GLa C:✓ �. 6" 4 l0 d �r OviD5 1 r 'C,LAz (3) -g4c0AJT tu U! UO : coo; 01 w g z a z z o . w w ; i id • iv— _Z O ; Z JC JAMIESON CONSUT'^1NG Consulting Engineering & Project 3z. _gement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge 6 0.67 0.67 2.00 0.83 NAME EFP Cf OUTPUT a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 UNITS # / ft3 ft ft ft ft ft ft ft ft , ft ' = zzirst i= 4D ,$I u= 3 G7' 6_ 4= 4- 4e o. R/vp M cc � /97 / / Aloz 1 ZO 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 # / ft2 # /ft2 ft ft Location of resultant force ft # Total horizontal force # Net sliding force per foot Net factor against overturning # - ft Overturning moment • # - ft Resisting moment # - ft Ultimate moment for c ncrete design # Total weight on footing # Soil weight on heel (120 pcf) # Weight of wall # Weight of footing ft ilb SLm /,) & - door w6 III =,11EU . a i a wn * MMIrwmakstg .... , .. T mAir rfir*ft ftr* JOB NAME F09 E /SV JOB NO. 20 t BY OAT! SHEET NO. 2 =0 111 'i>JL OF (z)d 70P �I.S• 446 /o'D,ct 4 ,/ IIo, c, iVar42 4 &St o ,c, 5)44 co u? (2)@ Toe • `Z 5'GLg 8 /o JC JAMIESON CONSUT TING Consulting Engineering & Project .. cgement 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft • # - ft # - ft # - ft # ft ft ft 7 - Z509 FS `I = Ks/ 6 46 6 /'o, C, FIND u " roe -0. V2 't0. c, l/ 2,65K/ 6 ' = 525' ,CrrNG S4�'r?VS h_ell / 42 0 s :v or3 /'1 z (3,)4 . JCB NAMES FODT JOB NO. 2 16/ OAT= 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 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 yL— 1 4" SHEET NO. 4. OF ,� irt 8 ( 04 x3;0,► /2 "0,c� ( caN r • z wr re 2 6 R 00 (0 o 0w, J CO IL. w 0, g M u- — a = I— w _ z1— Z 0 w w U CI w = vi - Z tii UN z :... JC JAMIESON CONSL Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 t ' ^c) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 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 4,501 5,077 1,787 643 800 343 3.08 2.41 1.71 # - ft -ft # - ft ft ft ft Z50) r -P =40 Xs/ Mu= 5, 07 ' G14 0,507/4/ 0 ¢@6``orC, / /i ✓lJ t /' R''G T 4c lono,l., /flu = 2,&5 K ' IT= Z5 ' 0 -'0 V . cr i(/ 0)1 1 o) k JOE NAME ,T - ? «K/ JOE NO. Z0 / e BYY TAIL DATE SHEET NO. 1 , CF _ 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 #1 ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight 'on'heel'(120 pcf) Weight of wall Weight of footing o n �- L • • • • (z.> 4 TOP mo w: 9 B, U . U O to 0 w M wo uL w l O '. z 0 ,o W W ` • 1--- U; O ui Z : U O JC JAMIESON CONSI" TING Consulting Engineering & project 1'sunogement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 7 L 25Go psi 7 _ 40 Ksl # ¢ lc Ks/ *5 44=9,92./4/ d= 6" = o.4/ fiND rte ;04c1240,61 //f 2,65''' _ lv, z5 J 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1.539 5,833 8,979 9,917 3,019 1500 1001 519 3.54 2.58 2.08 # - ft # - ft # - ft ft ft ft ,t7,1r o � a • ' 2 , 3 " JCE NAME JOE NO. GATE guEET N0. Co 0'r CANTILEVERED RETAINING WALL WI BASE SLAB OUTPUT UNITS COMMENT #1 ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width #1 ft2 Soil bearing if X is in mid 1/3 #1 ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing zo /e, EY 'U.1 • �z) 44 row � (7z t ctrl r, a-S Gil o0 444 x z! ttOr c )04_ cavr k JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ") 803-2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL WI BASE SLAB INPUT . 35 12 0.83 0.83 3.17 1.25 JAMIESON CONSL rING Consulting Engineering 4 Project Management NAME EFP a w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 . OUTPUT UNITS # / ft3 ft ft ft ft ft • 12.00 ft 5.25 ft 1,850 # / ft2 1,954 # /ft2 • 1.75 ft 1.35 ft 3.50 ft 2,520 # 1.527 10,080 # - ft 15,397 #- ft 17,136 #- ft 3,948 ' # 1800 # 1494 # 654 # 4.63 ft 3.59 ft 2.63 ft 41-4- ...&0 K <s! #5 44./7 // , 6= 0 /AIX oic O n A= 3,54-g/ /1=7' JOB NO. 24, /v/ 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 (12Z pcf) Weight of wall Weight of footing V4pe JOB NAME /-O✓/ `".\. V /EW DATE N • • 3'-z" • BY 2.1Z !HE!T NO.. 7 OF (2; ` IIUI y-;04 LIB 4 @l'2 y z. n a02. a` 44 e "o, c, Gl 60 L l O ', �c � u /Z � M#4 CANT • r / "I / 3 q �1 /D / - . ' H W . 1 D V0 Co N W : W CO W g � I— I . z I.— 1- 0 Z �- Lu O 0 F- W W- u. o z _. 0~ JC JAMIESON CONST TING Consulting Engineering & Project .%icncgement 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3259 JCS NAME JCS NO. CAT! CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME EFP a w t toe heel Lf fs fs2 Lf /3 x 2Lf /3 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 - 25C0 - a5C0 PS/ .5 14- O Asp 5 Z 5K/ d s' 4=o,744 5 5 c, PAID Pox 4@ /o'o 6.3/ k � = /o' OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel 12.00 ft Overall height of equivalent fluid 5.99 ft Total footing width 1,981 # / ft2 Soil bearing if X is in mid 1/3 2,059 # / ft2 Soil bearing if X is not in mid 1/3 2.00 ft 1.61 ft Location of resultant force 3.99 ft 3,120 # Total horizontal force 1.584 Net factor against overturning 13,680 # - ft Overturning moment 21,667 # - ft Resisting moment 23,256 " # - ft Ultimate moment for concrete design 4,966 # Total weight on footing 2727 # Soil weight on heel (120" bcf) 1494 # Weight of wall 746 # Weight of footing 5.08 ft 3.75 ft 3.00 ft 745 Sf By - DP- a NTs . c SHEET N0. OF _B • 4.7 Y � • Ill gO t i Or et a-- 4s /o'D, C, c l i h" atgAiz 5 "o,c, I 31-0" /b r (7) e4cJr r () • /0 tt �' 1 / CI " )f Nrs JC JAMIESON CONS STING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7,33 50 0.67 0.67 0.67 2.50 NAME OUTPUT EFP Cf a w4 w toe heel H 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 bb ij T WD/Al& rca SP4 t/OR/ , /V /r OF PA4s/ UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft - 25C0 pr � y = O Ks' a - 3 ' 9 a 6 " A 0,3,v=- 4sHofc, Fi „ 4'c. /"b,c, /4i 171=5.75 JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • • (Z)4 � roe • SHEET NO. OF dl/ S Z4 BY z Z o: w • 6 m, v O tno • w CO U. wO F w z O w; U w w i- V IL. , 111 Z U �( z JC JAMIESON CONS'. rING Consulting Engineering & Project Management 901 KIRIC.AND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 � c= 25G9Fsi 1457 = 765"`' /4 0•47 AI 4e5 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft PAID I V Poe J _/D,b, c, 4i1 3i7' 675' /U0 /tigT SL D/4/6 FwTiA/G 7e1Z, P /VE. . JOB NAME JOB NO. BY DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 g • O SHEET NO. OF (z) k4 TO? �11 tu „ Ik"ao12_ di( #L G ,c, 4 )(3- 'O'16 01O,c, s, (�o) 4- cottJr L S "(NTs JAMIESON CONSU. .ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 x 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 JOB NAME JOB NO. BY DATE SHEET NO. OF 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 z5copsi 44 '5I (445) 14= 13 de" 4 o,4/ �t 5c9'0,c, (6o) Pe) t / . 4 L� 9 "OrC, /v&47 // 775 �D OJ T 5Gl . � - Fond& b PM 410T OF p 0v4 3'CCIz 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 MEN/ 1II 4¢ 0. l • I i k Th l/L?4 &R&.° catir (40- TOP rt n 10 � 4 / -8 (Nr5) lP1.IMYaM4t 111MD' b. �4rc: OM1W- .xc..wvar4A9MY- vN.O.6.H+'MHe�p. K.»M.M'X+� ` �.�'.L. Mn z � W ' 0 0 U)0 ` W= u. ` ui O g D 1- al Z i0' Z h-, n D. 0 = c.); U N z Kappler Architects P.S. VERSION 37.9 INCLUDES 3 STORY Job No. Date Lateral Analysis for: Dujardin Plan #1843 B SITE CRITERIA 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 99083 -23 2/29/00 SPM RECEIVED r,t ry r,c •ri .v.Rill A City of Tukwilla SEP - 8 2000 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 WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) .864x,' y , ;791. „ ' �ti ory^,Os PERMIT CENTER 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 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall V ic s a ?t.z y �� Y b T :'a9.0'N V.> "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 8/21/00 PAGE 1 DO- 3d3 WALL HEIGHT Ce Cq qs lw 145 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As 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 / lw element shear lw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = lw = r max = I -9.49 I DESIGN CRITERIA FOR WIND ANALYSIS therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING - P = (Ce) (Cq) (qs) (1w) r�= T story shear 504 1 10685 P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH PSF 1361 37 504 0.05 PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 23688 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 *load reduc S / S EX. WALLS 10 64 12 7680 plan configl wall being c F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS c • . • BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL (SHORT WAL WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT BASE SHEAR: Vb= hi (Plate Ht.) 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls W= 76180.51 d by half due to ration of front oncrete Not included in total 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 10685 I# Roof (Upper walls) Upper Floor (Main walls) Main Floor (Lower walls) Wi 23688 26400 26092.5 30 12 Wi x hi 710640 PIDLEOW RFI 1g411W sum Hi x hi 710640 ITEC1 65040 WA 1578150 TOTAL FLOOR FQX 1%320 1975680 Wihi / sum Wihi 0.4503 0.3513 0.1984 Vi 4811 3754 2120 10685 $/21/00 PAGE 3 U U O W W , W O ; g a, N 3 = a W H Z L. F Z H.. D p' O u H'� W W 1= — O w Z UN Ham:. O. Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT @ 346 # FT @ 492 # FT # FT # FT # FT # FT SEISMIC FORCE 828621.396 #FT 550 1.331 731.501# /BOLT MIN BOLT SPACING 11„s ,2;421 FT 0.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ►z "` "4zi FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT M= 18957335.76 T =C= 677047.7056 S , O}73 ALOW.Ft= 525 1.331 698.2510K 1033 1.33 143.64 # /NAIL 4713.50 NAILS 8/21/00 PAGE 4 V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT @ 346 # FT @ 492 # FT # FT # FT # FT # FT SEISMIC FORCE 828621.396 #FT 550 1.331 731.501# /BOLT MIN BOLT SPACING 11„s ,2;421 FT 0.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ►z "` "4zi FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT M= 18957335.76 T =C= 677047.7056 S , O}73 ALOW.Ft= 525 1.331 698.2510K 1033 1.33 143.64 # /NAIL 4713.50 NAILS 8/21/00 PAGE 4 8 3.5 3.5 3.5 2.25 130 P,1-6I Mo= 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 11 INC O.C. WaII(DL) 280 280 280 180 0 Roof (DL) 170 170 1440 900 0.00 Mr= 525.00 525.00 2006.67 810.00 CS16 -30 T =C 893.81 893.81 470.48 683.81 MIN PLATE NAILING REQUIRED CS16 -30 I CS16 -30 NA NA 13 INC O.C. 12 11 5 0 0 156 P1r6 .�,rt Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /01 #DIV /01 CS16 -30 CS16 -30 #DIV /01 #DIV /01 #N /A 5.5 ' 11.5 0 83 ItiMPAR6SMI MIN PLATE NAILING 21 INC O.C. Mo= Wail(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 -51.24 - 421.24 #DIV /01 NA NA NA #DIV /01 #N /A 0 0 0 0 #N /A #N/A Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 0 LL UPPER FLOOR Load Ht. 8 0 2 208 2/3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 5 16 28 0 0 0 119 'RR Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /01 #DIV /01 #DIV /0! NA _ #DIV /01 #DIV /01 #DIV /01 16 0 0 0 0 , 0 123[ .: 'P„1.?6 I — Mo= WaII(DL) Roof (DL) Mr— T =C REQUIRED 26617.15 .00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /0l #DIV /01 NA j #DIV /0! #DIV /01 #DIV /01 [ #N /A 0 0 0 0 #N /A ( #N /. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 #N /A 1 tt!N/ . I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 F- 0 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b b c C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Pian #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 6 i riiaiN a sr�ir n -.ewa xrs i 8 4 3 5 3.5 1791 R 11G Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 NA CS16 -30 12 12 ,: 9 3 0 1731 RIMINI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824.40 #DIV /01 NA NA CS16 -30 #DIV /0! 8 4 5 3.5 3 1791 "" PAx Mo= 5716.23 7145.29 5001.70 4287.18 WaII(DL) 640 800 560 480 Floor,Roof(DL 1260 1980 1920 1200 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 STHD 14 #N /A #NIA 0;< 0 0 0 #N /A h 4/N/A Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load 346 Ht. 8 F- z O u- 2 /3DL MAIN FLOOR Load Ht. 8 0 2 REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT 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 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 W' Ui 00 CO O ' NW W N u. W O J, u-< N W H Z F-L 1- Z I-; 0 O• i0 N. W W' V I- WZ 0 - : =, 0� Z 16 12 5 5 0 2521 PM1=4I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0l STHD 14 STHD 14 STHD 14 #DIVIOI 16 27 0 0 0 205014M14) Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /0I #DIV /01 #N /A 0 0 0 0 0 0 #NIA J ,, #N /A I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #N /A #NIA #NIA #N /A 0 MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0 0 0 #N /A 0.00 #N /A 0.00 0.00 0.00 #N /A #NIA #N /A #N /A #NIA #N /A #N /A #N /A _ #N /A #N /A #N /A : _ 0 0 0 0 #N /A ( rLL; *MIMI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #NIA #NIA #NIA #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 C7 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 W J MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b C C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 8 V U O; to 0i W W ca a . O g J . t . a; HW Z h-: W W; U 0, 01 — W W 11 ~ O all Z 0 1", Z i 8 4.5 1.75 1.75 0 492 RONCONGIII Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 4 INC O.C. 990 385 385 0 1430 1430 3048 0 3630.00 1058.75 2002.58 0.00 4599.86 4801.53 4262.19 #DIV /0! ON CONC ON CONC ON CONC #DIV /01 12 8 4 8 0 295 Mo= 25951.33 12975.67 25951.33 0.00 _Ineigigoshil Wall(DL) 1760 880 1760 0 0 Floor,Roof(DL 0 0 .' 0 •:.0 0 Mr= 4693.33 1173.33 4693.33 0.00 MIN PLATE NAILING T =C 2657.25 2950.58 2657.25 #DIV /01 6 INC O.C. REQUIRED HTT22 HTT22 HTT22 #DIV /01 #N /A 0 , .. 0 0 :: 0 0 #N /A INONNA .az' Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #NIA #N /A #N /A #N /A #N /A #N /A #NIA #N /A . #N /A 0 , .. 0 0 . ',0 #N /A '#N1A Y Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A EIGHT TO LEFT LOWER FLOOR Load Ht. 11 F- z 0 u� 2 /3DL LOWER FLOOR Load Ht. 11 2 LOWER FLOOR Load Ht. 11 REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 492 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN TRIB.LENGT WALL SEGMENTS b c ON CONCRETE STEM WALL TRIB.LENGT a b c d d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT a a b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d 8/21/00 PAGE 9 #N /A 0 0 0 0 0 #N /A OVA a.y Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A ;' 0 0 0 0 #N /A ( #NiAltall Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #NIA #NIA #NIA #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= Wall(DL) c_9 Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load 492 Ht. 11 Mo= LJ Wall(DL) J Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 492 w 2/3DL z REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 w 2 /3DL z REACTION HOLDDOWN TRIB.LENGT a a WALL SEGMENTS b c PORTION RESTS ON CONC. WALL TRIB.LENGT a b c PORTION RESTS ON CONC. WALL TRIB.LENGT a b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 281 I R144' 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 #DIV /0l #DIV /01 0 0.00 0 0 0.00 #DIV /0! #DIV /0! _ 0.00 0 0.00 #DIV /0! #DIV /01 MIN PLATE NAILING 6 INC O.C. 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0.00 0 0 0.00 #DIV /01 #DIV /01 0.00 0 0 0.00 #DIV /01 #DIV /0l 0.00 0 0 0.00 #DIV /01 #DIV /01 2911.1R139161 MIN PLATE NAILING 6 INC 0.C. 8/21/00 PAGE 10 LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 GUr aL 2 /0c./40 UAI if- r4e10 j / %)2 TTL7W,6 //LEA 47 OA) a() RECE ED 0�l - 8 2002 DEPARTMENT o'3,:17 05_ -1 (.5 3"3 J7 53'.s L-t)6 Suit. -1e-•9 ao00 - 3c)3 Gas Penh* flagon Asseeletss Consulting Engineers, in:, Engineering Planning Surveying Mr. Dave Larson City of'Tukwila 6300 Southcentcr Blvd Tukwila, WA 98188 Subject: Staking of Home Foundations Lots 25 and '26 at Fosterview Estates Dear Dave, On Thursday May 9, 2002 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 25 and 26. Locations are based on Kappler Architect Plan Sheets dated June 3, 2000 as established from the existing plat monumentation, please feel free to call if you have any questions. P'•.'Sn!uOUi : 2e.• «,J Federal Way _,ion rlssociat:es 425 -027 -5040 May 21, 2002 Reeards, PENHALLEGON ASSOCIATES CONSULTING ENOINEER.S, INC. Ben L. Ehrich Project Surveyor Kirkland 750 S yr• Slreel South • <iklara, WA seC;l3 n 125.827 2014 • a 4j Sr 5043 RECEWED OCT - 8 2002 BUILDING D EPARTMENT oOQ- 73C 3 Cle Elum p ACTIVITY NUMBER: D2000 -303 DATE: 07 -24 -02 PROIECT`NAME: FOSTERVIEW ESTATES LOT 26 SITE ADDRESS ' 13709 43 PLACE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS. Buildi�isio' n' Documents/routing slip.doc 2.28 -02 Public Works rik q 4< ' 611° "PERMIT COORD COP Y PLAN REVIEW /ROUTING SLIP Or / -Z113Z PI Prevention B Structural ❑ DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg'❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUZING: Please Route Structural Review Required ❑ No further Review Required ❑ eft. 4,1.007. Planning Division Permit Coordinator DUE DATE: 7 -25-02 Not Applicable ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -22 -02 Approved ❑ Approved with Conditions 11( Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY ACTIVITY NUMBER: D2000 -303 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 26 SITE ADDRESS 13709 43rd PL S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit. Is Issued DEPARTMENTS: Building ivision 41441 4 122. Public Works AWco 1D -ttv =c \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved u Approved with Conditions REVIEWER'S INITIALS: ,mraaalral+xcs+tnr icr rem Fire Prevention El lob ei-iS-00 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 9 -12 -2000 Not Applicable No further Review Required rrr DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10-10-2000 Approved Approved with Conditions n Not Approved (attach comments) FV( REVIEWER'S INITIA y ATE: L irat[AA► I l fvlJA D3 I0 DUE DATE Not Approved (attach comments) DATE: ._•- can. „t.a...�R r . s,,., �• w. �.,rrW,rr- ..r- .....o..�..,�N.•, z re C 6 0 O '. N W = J H W o. gQ w �W o ` z t- U 0 ; 0 H ' w w = 0 u_ O u z : E9- P. 0 I z ACTIVITY NUMBER: D2000 -303 DATE: 11 -30 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 26 SITE ADDRESS: 13709 43 PL S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building ivision I G 12-0-0 -0o I I Public Works NRRODU.00C Approved Approved n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention I I Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Complete Ff Incomplete Not Applicable Comments: TUES /THURS ROUTI G: Please Route Structural Review Required I I No further Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Permit Coordinator IT DUE DATE: 12 -05 -2000 I DATE: DUE DATE 1- 2-2000 Not Approved (attach comments) DATE: DUE DATE Approved with Conditions Not Approved (attach comments) DATE: pr•s +vmrcaeartt+t e z JV 0 0 N o, CO w ! J j , w 0 2 = a F-w Z Z ° ': 0 -` 0 w W; I 0 'U Z' ~ O -Z Revision No. Date ! Staff I Received i Initials Date Issued Staff I Initials I I I Summary of Revision: 1 I I I I Received By: Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials 1 I I I I I .._'. Summary of Revision: I • • Received By: Revision No. I Date Received Staff I Initials I Staff Initials I Date Issued I Staff Initials I .._'. I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff I Initials Date I - Issued I Staff Initials I I Summary of Revision: Received By: PROJECT NAME: �,'" E :T+�3 -7A7 2024 PERM' — ; tJO:. T)zD00 303 Site Address: /07D y YP S' - - -- Original Issue Date: Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials s Date Issued Received B -6Z i C4 ( l pease prin ydyy'".'.rgg�wmpysr�.ar -!+ rerk ay!(414∎F .7,9K please print) (please print) (please print) Staff Initials II o z 1— U1 � O • N' p 1 w uj 1 U llj U SP - r: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. . Date: 7 22.0_ • Response to Incomplete Letter • Response to Correction Letter Revision # after Permit is Issued Project Name: f»S11,2v /t.J �sr4 S Project Address: MO/ 13 $. 5 Contact Person: Phone Number. Summary of Revision: 6/4740 6-4 APwP 4.4ea ✓T Privet-7 BADE( &vas Tb �nN hi/A 6n/ City of Tukwila Department �f Community Development - Permit Center 6300 Southc'enter Blvd, Suite .100 Tukwila, WA 98188 (206)431-3670 Sheet Number(s): Cava 5 i--- 46 � .! 7 "Cloud" or highlight all areas of revision including dare of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on # C Plan Check/Permit Number: p4000 - 3o t. L . — I RECEIVED MTV OE TUKWILA PERMIT CENTER 08ro/ou City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Stiite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I t ' / IR . (. Plan Check /Permit Number: D2000 -303 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued RECEIVED CITY OF TUKWit A NOV 3 0 2000 PERMIT CENTER Project Name: FOSTERVIEW ESTATES — LOT 26 Project Address: 13709 — 43 Place S Contact Person: John Kappler Summary of Revision: Phone Number: 4'z " 1,2c --45320 1. &ie2)=ri c4- ee r .To Ile Fltc GoEREr - r sUi ZS L,st D Fu R. su►3M 1 i i� o�T mow e e EQS TD SI-ree i 2 •(o 7. Si 2. to 1ZE11 sE TO /NCLU.E : p) ,t/o,e - ri / 442/i24'i/ 6) STREET itaft , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cente by: Pf•Entered in Sierra on I ''� 10/23/00 � wr QQ �! J 0 0 0 'CO C cn w w • 0 2 I- W Z Z 1 D 0 0 01 W ~; O Z U N+ 0 I- ,Z' Fire Department Review Control #D2000 -303 (510) City of Tukwila Fire Department Thomas P. Keefe, Fire Chief September 15, 2000 Re: Fosterview Estates — lot 26 —13709 43 Place South 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 -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Steven M. Mullet, Mayor 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) r�r."' asp. m.., f;; n.. �r .fyn ..,s.6..a.,naW.'..�:4iis•; ism.. n.: cati +aiS4s3� "�rss.�s:S,o.wrr'a.m�.�. - ._ .-.. .. ... .. �k aNF. �S�LWrd • :.'rALt'��ct`rJfw3.ldt.1L' °+..c",;;" : 1wf. ��w�,....Lukti'.i»,z4._.St ?Jh:: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 !Li; (o ow . N �} W Oi <. o w w'• , (0° o , ' :w - Z. 0 Page number 2 Fire Department Thomas R Keefe, Fire Chief Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110- 22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5 to The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Steven M Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Rr ';dential Sewer Use Certif% tion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. . This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by stale law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. . Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name •. ■ k. 1 (`t ‘ Y. \._;) N V Co i ) N .,,, c %•.. ( t+. Property Tax I.D. Number r_ to Property Legal Address: Subdivision Name C ,' c . Lot # 2 10 Building Name (il applicable) Property Street Address \ n 7 ( I LI r ( \ - 1 City, State, Zip Owner's Mailing Address ') `t L (II different from above) F Owner's Phone ( k 1 5) ; C t- I 1 Property Contact Phone Number ( —. 1 , ) let I - ,'_.2 u Party to be Billed (II different from owner) Party's Mailing Address (if different from above) City or Sewer District VC1 \ — V k_t Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Demolition Permit # A Please check appropriate box: • Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) El 4 -Plex (0.8 RCE per unit) El 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for detin in tion of a revised capacity charge. Date Q��j C7 ' 2 , r (45J Signature of Owner /Representative (Last, First, Middle Initia) �; llu - c'et, Subdiv. # Block # Gi x 0.64 = x1.0= 2. 0 Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 tf ' t 8.rl ;t �i+t�tl�Sc'X � }F : 9 40 E� u w Cr { Agi.r.4 ' aFir' to r 1. Dzooct-303 Print Name of Owner /Representative C E kJ U (. LAX- K 1057 (Rev. 2/00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Ate' MTk'h"R.tiYF. '4 �Amiti/ *il • u #'N•r:?">'tii':tt....., rni' ns , :4+r, .N Fla._,,,=V ..1.Whu! 7S+Mrepn., ^.7rr,lR irre a, !3 z ` I L w • W = 00 CO 0 U) .J F. r �_ lL W0 2 J u. Q cn = w Z H 0 Z F— 2 U O O N ' 0 I—! 2 Vs u. u j z ' N : O z CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 • T Certificate of Water Availability PROJECT #: F'rVi b *(Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and tioo and size of main): ,, Name: OL A..: t v' -to Address: Name: K ' () l&- 1C+1' oAl iecA- Address: Phone: t tas - 354 - GO, L� Phone: LOS — coy _63:90 This certificate is for the purposes of: Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 13x 3 114 t' Otu__ C'� Vehicular distance from nearest hydrant to the closest point of structure ft. UJa:rvie Dink-ricir Ro. G Area is served by (Water utility district): 4 Owner /Agent Signature: PART B: (To be completed by water utility district) The proposed project is located within Ti-1 u-)1 C� Date: (City/County) The improvements required to upgrade the water system to bring itintb compliance with the utilities' wgr&twnsive plan or to meet the minimum flow requirements of the project before connection: CITY OF TUKWILA (Use separate sheet if more room is needed) 7 1 i` 13 L1JUU ^cnp'r CCWTCr Bled upgn the improvements listed above, water can be provided and will be available at the site with a flow of OO C) gpm at 20 psi residual for a duration of 2 hours at a velocity of 13' fps as documented by the attached calculations. I hereby certify that the above information is true and correct. t,60 I ac o (p /d4-d 43' Agency /Phone By S & 1 � � Dat PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone B Date H-ha z w 6 o!� 00 W z CO I w 2 u_ co a w z �. � z � Lu 2 o U O � o wW w Z ui O = ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: CITY OF TUKWILA la Building Permit ❑ Preliminary Plat or PUD ❑ Other ' ; • t 3060 ❑ Short Subdivision ❑ Rezone i 1r r CIJTt:r Proposed Use: i Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 4 • . � , • . �• - _ , �� p Phone: s_ • I -. , Property Address or Approximate Location: 1"/ 0°1 4 %rdk. 1° I . %b u.A1,, Legal Description(Attach Map and Legal Description if necessary): Fo&k e.,v osoe.k Es I o 2 to `ro`x 1) ylo 12..1) 0 Part B: (To Be Completed by Sewer Agency) 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 19" size sewer . )25 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. 331 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: $ (35 . 0 O 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: 'WORKING TOWARD A BETTER ENVIRONMENT \ l� \►FEWER DISTRICT 14818 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY a Certificate of Sewer Availability H- Il OR ❑ Certificate of Sewer Non - Availability I hereb from a d. to 'fy that the above sewer agency information is true. This certification shall be valid for one year • f ,l!1i ture. 9/6/o Title ate DzoOO • D•17,00 .nano ..».,.w,u,. •wrww • w o., ..........,... z = - W re • J U ' UO CO 0 cn W W =. W O u.< d = W ' H O z ui V CI O CO 0 F- W w I I- U ~ O W Z U = j O ff' LICENSE DETAIL INFORMA ION Form , Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600629672 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /wwwdni.wa.gov /CONTR ACTORS /TF2Form .asp ?License=DUJARD *204 1 /2/01 o N o u J J �! w J g_ F z � w W. o W u. — O z i V 0 z 20020314001964 DOCUMENT TITLES) (or transactions contained therein) 4 h q i i _ f SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / � N/A (O • 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 HILL ►watIRAN'E CO M PAN! has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY a►td accrpls no liability for the do or valtdrry et • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 4528049NWIR3V 490a0M 3CAbflcNWk See Attached • Assessor Tax # not yet assigned 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 IWP\DUJARDINWOSTEIUNDAMEN D JMO.DOc 11 1 u1 l ils IIII 11 II II 2002031 111 4 CHICAGO TITLE I 03/ 4 /2002 KING COUNTY, U II III II I I , III IIII II j l I II II I III II II III III IU lq III pl (iII III III III I N I I 1 11 1) 11 II Il II I I II II II ;1 Ij I 11 II ,II Id II II II '11 i ll II Il qP dl I I I 1 11 1 II Ii 11 11 1111 flu II II I'I III III III II II' ql II I l l :g II I I I 11 I i II l I 111 I II II m IIII pll II I I II 1 III II II II III I III 0 1964 14 00 N Z � 6 J U U O N 0 CO 11.1 J = CO w 0 : g Q, = a Z �. 1- 0 Z I— 11J uj, co 0 0 I — '. w 1110 u' O' Z u N ' O Z Y 1WPTUJARDWIFOSTER2NDAMEN D JMO.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this \ 5 day of `mkt, t} , 2002 by Dujardin Development Company, a Washmgton corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMMA' has placed the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the ac6uracy br %a lay of Gib thiglIft0ht A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The 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 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential 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 %tlr�w�!k4ti.�'+':<4!•�'�IiTXC :iY�23AA Wlli AuarNtaY1:Yt5'7. 4 2 and 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 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 drams 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 16. 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 1 37th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 16 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 \WPDWARDIMCOSTPR2NDA1vff.N D A(O DOC 3 M1T+iP1( � +t W�'wJfMMi�Yf{W z re Lu 6 J U o CO w= Jam, N � w o. g w a; 52 0 , I-- z 111 uj, U ,O co 0 F- = - o w I. o ~. z trt CI CNI N Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its Ai eS. Wes, CI HCAGO TITLE INSURANCE COMPANY has pieced the document of record os a customer courtesy and accepts no liability for the accuracy or validity of the document. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Num Q.\E F, to me known to be the Y12.G5 mos rc r of Dujardin 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 �y, GIVEN under my hand and official seal this 13 day of / /) CL4 , 2002 Y 11VPIDUUARDDAFQSTEUNDM N D.JMO DCC �t �\ d )tSon (Print Name) Notary Public in and for the State of Washington, residing at 5r,ei 1 Le My commission expires 3 -1 S 0 3 4 EGIEBIT 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 WP\DWARDINWOSTP-112NDAMEN D IMO DOC 5 CHICACO TIRE INSURANCE COMPANY has placed the document of recd is a customer courtesy and accepts no liability for the accuracy or vehddy of the document. ' .0.44:4P47i1.43:it • ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200- 0020 02 261200 0030. - 00 261200 - 0040 - 080 261200 - 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 °? 261200 - 0080 - 09 ° 261200- 0090 - 07 -� 261200- 0100 - 05 •- 261200 0110 - 03 261200- 0120 01 261200 - 0130 - 09 261200 _ 0140 - 07 `-' 261200 - 0150 - 04 261200- 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200 - 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has p► cad the document of record ns o cusiomei courtesy and dcrepts no 6abibty for tho accuracy or validity of the document, 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 CL 6 J V UO : N p< 47 W L w 0 ; u. — d I _ _ ;, O z al Ilk U 0 ip N W W ;: Z; 0 y 0 z r FOOTING EXCAVATION FIELD CONDITIONS NOTED 4.4.. .. ,. - -. _ _ _"" r..,. E Mil. • E H1av SC • c rPR ■ N T : S!N - r.ru . •ear.. . W d .. . q L IL � Ont t-07'5 2S ffir"d fir" 7v 20 .,- rNuv 6 erk) se AJAT7vL SANG?» 5H.7" -70 54,u4Y 51 L.i c,r e77•E C r_.**) 'x7 - 76 p CScAGr - - at.:_. _ rLtrall■ - l' ,. IL. J Ci ..� .4i I A e2M5 L.JZ E'S P pg e1 - A-144 Afonsd Yt t.41 A1L aw 7 ,r 114, 10 .111Ur UO. d i rat - rJ Oil 4004 itrihr1 (IUU.. UU: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5/9 /02 PROJECT NO, /Pc 2 PROJECT NAME _ FCA - 17h2 a1taa-r L PROJECT LOCA110N :. 7 /0.1ILLA CONTRACTOR' bu:CARf1r4 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: REPRESENTATIVE• S e-i 3'il Cl Pas•tn) NOTES: OS ARAI; 1.45 •%71447?a TzAJ f _ A4/44 APE 6 cut 7s4•1 ' F1 f .ar 'su//Q2•7 OF' '2, 'Inn t o ss QuiL-Q 1.+IA _o fri S. .ArvY 57 *Nx3 re.' G m„.4-r1-e Die t no SetA/r3 -.0 .4.14- LcAIL Sif° Re d:,... r.4 .••: • r - • t• Our representative hes examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any cnange In the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In • Lion areas due to construction activity or rainfall should be removed prior to concrete • !moment. SIGNATURE esgrAARA P. 4/43u TERRA ASSOCIATES REPRESENTATIVE COPY TO: RECEIVED MAY 2 0 2002 BUILDING DEPARTMENT W 9 U. 00 0 W= u. W 2 u_a N d = L I- I1.- H0 Z U � ;0 - '. 0 l- W I - ~0 _ Z W U =, 1.=.• F" Z DUJARDIN DEVELOPMENT COMPANY ADDRESS: 13709 43rd PLACE SOUTH OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. SE. 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 - EL McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425- 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98433 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 „ TTA ENTS L1T 2 TAX PARCEL I.D. ' #: 261200 -0260 DA000 300 SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P13 PHASE C HOME DEVELOPMENT PLAN P1.5 MASTER ARCHITECTURAL GRADING PLAN P1.6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P2.6 ARCHITECTURAL SITE' PLANS - LOTS 26 30 P6.7 SITE SPECIFIC SECTIONS - LOTS 25, 26, 35, & 36 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 26 P9.0 STAIR DETAILS FOR PLAN 1843 A & B CIVIL ENGINEERING C -S FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES GB AS BUILT - WATER EXTENTION PLAN HOME PLANS FROM BASE PLAN # B2000 -071 AL A21 A22 A3. A4. A5. A6. A7. DL D2. Si 52. S3_ ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS' LATERAL WALL SCHEDULE SEPARATE PERMIT REQUIRED FOR: ECHANICAL t ECTR!CAL PLUMBING L�J GAS PIPING CITY OF UI -ZWILA BUILDING DIVISION FILE COPY I understand that the Plan Check approvals a're subject to errors and omissions and approval of clans does not authorize the violation of any adopted code or ordinance. Receipt of con , actors copy of approved plans acknowindgad. By Ca t��. •D Permit No. "r ",! • • • • • , ..:e been revierea ,:ce�tznc d'^ nct ac -._s • ordinance .racy of the design A ° itiOns, t inns after this date n,c and will require a ra, :, s f -.r subsequent s suiaiect to field inep. etica by 'y 5 utiIiti s inspector 2/5C4, B y. DEC 2 291 r `l� cn Oeitapvq SEP 8 ?Goo PERC TFR SHEET JOB NO. 00145 SHEET (, P20GO- 303 AREA , LOT # 1 PHASE LOT 1 5 LOT 2, q LOT 3 LOT 23 LOT 4 LOT 24 LOT 5 6! LOT 25 LOT 6 LOT 26' LOT 7 2 LOT 8 B 7 LOT 9 D LOT 10 LOT 11.. LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 0 AREA. .LOT 11 1 ':. 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 40 0 CQNPITIONS 1. ' 2. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPRCVED HOUSE DEVELOPMENT PLAN. 774E HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS 70 BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN AREA/PHASE HEY 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 111E SINGLE' FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW 774E IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS FOOTINGS AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE UNITED EXCAVATION' AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY' CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL LOWER PORTIONS (NORTH END) OF TrIE LOTS -WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE 'GEOTECHNICAL `RECOMMENDATIONS 'AS WELL AS A LL I ILR FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS GROUPED IN PHASES THAT THE HOME FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES B. IMPLEMENTATIIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C BACK ALL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE KITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN /7S PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES AS APPROVED BY THE CITY OF TUKWILA,' CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND, EXPERTS FEES 6W PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT, PROVIDED. THAT THIS RELEASE SHALL NOT APPLY 10 CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGUGENCE OF THE CITY OF TUKWILA, ITS OFFICERS ' AGENTS AND EMPLOYEES CITY OF SEATTLE UTILITY EASEMENT P.M. ' #230415 -1 -011 THIS EASEMENT GRANTS TO IHE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY 70 INSTALL, CONSTRUCT, ERECT, ALTER IMPROVE; REPAIR, ENERGIZE OPERATE AND 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 1117HW THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS -UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS? TOGETHER 11TH THE RIGHT AT ALL TIMES TO THE GRANTEE, 17S SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF',INSTAUJNG CONSTRUCTING ,RECONSTRUCTING, REPAIRING RENEIWNG, ALTERING, CHANGING, PATROLLING ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM,' AND THE RIGHT' AT ANY TIME 7D REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE 17S SUCCESSORS AND 'ASSIGNS AT ALL TIMES' TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR 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 VIIT7EN APPROVAL FROM THE GRANTEE ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR ...PERMITTED WITHIN_ THE EASEMENT AREA WHICH WILL IN - ANY - MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID ONES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BYLAW, FOR ANY DAMAGE IN 7HE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES WIRES AND'APPURTENANCES FROM SAID'LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS. TITLE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. aooO - 3a3 OPEN SPACE EASEMENT LINE TABLE LINE. I DIRECTION I DISTANCE ELI N8959'54'W '4025` EL2 N0039045 10.13' EC3" N895954'W 58.26' BA ___._.._... N73'4177'W - 10270' EL5 N73'41'17'W 262' L26 N193634E 4.56' EL7 N8718'54E 51.21' EL8 NO9V732E 72.44' EL9 N5720045 27.23' EL10 N8323'465 29.05 all N1325575 22.55' &12 N8936'141W 46.42' ELI N14'0936'E 35.05' EL14 : N8876'09'W 47.06' E1.15.. N88760911 512' EL16 : N1653'055 32.00' EL17 N2120'455 2584' EL18 N82 4023'W 14.86 EL19' N72'4147E 20.92' EL20 N52V2'47 W' 3209' 8.21 N5252'47'W 2892' E122 N8920565i 26.97' ass N8920'561W 24.39' El24 14892056'W 16.55' EL25 N60'4136'E 5267' E1.26 N00110005 '.9.61' EL27. N892056'W 33.40' 11.28..: 57539945 45.91' E1.29 N6632395 22.42' EL30, N1938'54'W: 3871 EL31. N3255'121W 3144' EL32 N8527.'5716 : 49.06' ass : : N51,7355 :.. 18.82' EL34 N08'45'045 2204' a35 N41V935'W' 22.68' 0.36. NO232'461W 21.13' EL37 N6453'41'W' 60.03' EL38 NO232'46'W 19.88' 6139 N35'05'345 2366' EL40 N6453'419 41.66' 81.41 N38125'345 16.16' 0.42 N7429'415. 26.99' a43 : . N077632'W EL44. N345932E 2595' EL45 NO899'495 1518' E46 N263542'W 14,93' 0.47 N0Y4434E 17.08' EL48 N3555'215 21.05' EL49 N2242'405. 16.28' EL50 N8748'28'W 20.74' -4L51` N8F48'28'W 10.83' El-R2 N8748'28'W - 257 EL53 N01•7'43E 50.00' a54 N355757w 74.34' ass 5535795E .. 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I : RADIUS I LENOTN 1 DELTA EC1. 5211' 57.9.1 6229'43" EC2 47.00' : 17.23' 2059'52' 603 33.27' 36.25' 622516' ETA 20.00' 49.81' 142'4151' CO Of rJE,vllA APPROVED FOSTERVIEW ESTATES ` A REPLAT OF A PORTION OF, TRACT 67 'RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, 1 FOSTORIA GARDEN TRACTS IN GL. 2 , AND GL.' 3 AND ' 17€ SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 41E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 1...1 M R.L. MfcDUFFY do ASSOCIATES, INC. J LAND USE CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 COLBY ARM E' ETflEETT, WAStINGTDI 98201 (425) 258 -4438 FAX (425) 258 -1616 DATE 2/7/00 ONG 6Y KMG JOB NO. 96089 SHT 4 OF 1 P _,.: USES IN !` 1568A ■ 2 1568B a l e 1843A 7 1 1843B 6 \ 2060 5 2108 5 ( +2) 2119 2246 5 LOT 2 2119 6 LOT 22 LOT # PHASE PLAN rill AREA LOT # PHASE PLAN PORCCH AREA LOT 1 A 1843B X 1 LOT 21 B 2119 5 LOT 2 1843A X' LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 23 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOW (I) LOT 35 c 1843B 9 - LOT 1 6 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843E LOT 18 C 2060 4' LOT 38 1843A LOT', 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 TOME PLAN MATRIX & SCHEDULE r r r • • r • r • r r • r r r • rrrrrr+ rr I :I JI I' i Ucrl I BE D MMEND CITY OF VVVVVVVVVVVV VVVVVVVVVV vv y i VVVVV vv M� °' v VVVVVV \� VVY/VV- vvv'V • r vvvvv' VVV "v OME DEVELOPMENT PIAN `cK/l3� PHASE KEY PHASE C PHASE ID (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAR 2. THE HOUSE DEVELOPM r AREAS. EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERU4G FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RRWMMENDAIIONS AS PART' OF THE SIBMTITAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSfALLA FOOTINGS, FOUNDATIONS AND FLOOR R CONSTRUCTION AREA AND PHASE FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. C GEOTECHNICAL REQUHEMENIS NE®FAftIALLOW TATIONOFADIACEBTHOWEDEYHAPIHXT tI ' i I i'1. AMU D CONSTRUCTION DESIGN)PARAMMIS ONA LOT LOT BASIS E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE WILL BE LHITIID EXCAVATION AND IF*WAL SOIL DURING DRIVEWAY CONSTRUCTION F. FOR LOIS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT ACHIEVE AN LNCUNA110 ACCEfiABLE OPTION LS TO ROME MECHANICALLY STABILIZED IFTAININGWALL THE (NORTH END) OF THE LOTS WILL HAVE THEW CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CHUMPS ON ALOT BY LOT IS , GRO THAT THE THEM ' � ADDRESSES AND D M MAAS F EM EOTECHNNICAL R 7. DURING CONSTRUCTION, THE GE07ECHNICAL ENG THE IMPLEMENTATION OF THE HOUSE DEVELO REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCTI MITIGATION' MEASURES R VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TO GELTECHNICAL C. VERIFICATION OF BACK FILL AND PREPARAIION'FD IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING, TO GEOTECHNICAL'REWMMENDAII S THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RT FICA TRIJI ON A LOT BY LOT BASIS THAT THE WORX HAS BEEN ACCOMPLIS IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIIINS j �� /o / / // ?/� TRACT ( R29541LAC - lYP leAcr 5,9).9 TRACT "B" OME DEVELOPMENT PLAN DETAIL LOT # LOT 1 LOT 2 LOT 3 LOT 7 LOT18 LOT 19 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C•2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 2108 MO1YF.D (1) 2108 MOD'F.D (2) 2060 2119 LOT 20 2060 LOT 40 1843A 1843B'. 1843A 1843B 1843A 10 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 8 80 RECEIVED CITY OF TUK:NItA SEP - 8 2000 PERMIT CENTER 160 SHEET P1.3 PER CIVIL FINAL GRADING PLAN SHEET CO31 SOUTHGATE PARK EX UAL77Y POLE 1/77L/7Y P �j� ® _ _ _ `✓-� sviG7/Y POLE — ` SEE SHEET'.. FOR SITE STEP IWOR1ATION PERMIT CENTER co C*J - co CO co Lo CO U 5 N X T � L . 'JOB NO. :... SHEET 98053 RZi57RIAN AND PIJErdC LIMOY EASDENT Pf�3774AN AMY H.W'OITIL1YE4 DENT OPEN.,ALr EASEMENT CUT & FILL CALCULATIONS (IN CUBIC YARDS) �`•� Q THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER ' THE GARAGES, BACKFILL ! FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL' VS.' FINAL GRADES FOR LOT BUILD OUT EX N77VTY nVTY POLE TOTAL TOTAL ADJACENT TO LOT \l LOT CUT FILL WITHIN R.O.W. \ \ \ ` CUT FILL �\ 01 348 133 0 0' \ \\ 02 177 266 N/A N/A \ 03 35 37 0 4 \ \ 04 60 114 N/A N/A 05 N/A N/A ��` 06, N/A N/A �l 07 N/A N/A / N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 44 S Ts' AnrE nav 1 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A Ex unv 17 56 36 N/A N/A 32 35 81 0 83 Par i 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 i 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A 10' AVM IF MANAGE ESW TE STEPS A5D S /37TH STR NEW 5" LONG WALK SEE SHEET A&D FOR.6ITE STEP.. INFOt 1ATION JOB NO. 98013 SOUTHGATE PARK GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT SCALE 1.40 0 20 40 60 80 160 003' P1.6 i IE • 08 RZi57RIAN AND PIJErdC LIMOY EASDENT Pf�3774AN AMY H.W'OITIL1YE4 DENT OPEN.,ALr EASEMENT CUT & FILL CALCULATIONS (IN CUBIC YARDS) �`•� Q THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER ' THE GARAGES, BACKFILL ! FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL' VS.' FINAL GRADES FOR LOT BUILD OUT EX N77VTY nVTY POLE TOTAL TOTAL ADJACENT TO LOT \l LOT CUT FILL WITHIN R.O.W. \ \ \ ` CUT FILL �\ 01 348 133 0 0' \ \\ 02 177 266 N/A N/A \ 03 35 37 0 4 \ \ 04 60 114 N/A N/A 05 N/A N/A ��` 06, N/A N/A �l 07 N/A N/A / N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 44 S Ts' AnrE nav 1 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A Ex unv 17 56 36 N/A N/A 32 35 81 0 83 Par i 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 i 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A 10' AVM IF MANAGE ESW TE STEPS A5D S /37TH STR NEW 5" LONG WALK SEE SHEET A&D FOR.6ITE STEP.. INFOt 1ATION JOB NO. 98013 SOUTHGATE PARK GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT SCALE 1.40 0 20 40 60 80 160 003' P1.6 i NED,W7 r 'FIRE NY1 A( IS Pc-PP2D SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PL5. a ALL FOOTING DRAINS ARE PER DETAIL 9/PSA 4 STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON- PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGIRLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOITT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL BE 6'SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. & WATER SUPPLY FROM METER TO HOUSE IS 3/4 TYPE, K COOPPER. WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER. SEE CIVIL SHEET C-13 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 7 OF 5/8' MINUS WASHED ROCK. MAXIMUM WIDTH TO BE 2E-O MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2,3,4,5, 6,7,8, 8,31,32,33 AND 34 TO HAVE RESIDEti iiAL T 1 MAIN' MIRIADE) TO STORM DRAIN ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT a -CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , PL1, P12 , P1.3 AND Pi4 EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX U 1D. CUT AND ALL CALCULATED FROM SHEET PIS DXOO 3C) have been reviews^ d'- net aLr.. �s o' ordinancc f, uzcy of the desi -,^: tic Additions, def tic.13 the drav:ingsiafter this dste :ceptn ece and will require a r< ravicstl drawiligs ter ' s u b s e q u e n t al 1 7 7 an ca is subject to f inspac,cn ! y i .`f :s utilities inspector ., I y J By: L {gTR� 144- 57e Rd-r Diem J/4C> 6 i T DU i DIN i N Date By Description k \ ) J h,,, CQ f, ATATI, O W O WAB 08 /22 /00 ERMIT SET FOSTERVIEW ESTATES - - - - THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT - 1 i 1 i 1 i i I ! I i!! I 1 I i j r 1 I i y Q i I i I i a i l 1 1 ! ! i l l ! ! 1 1 i .i 1.!i ii ii i I I i I I. I I I I I i l i 1 i! i iil I i !23 171/11• I i 1 1 1 1 1 f--+- 1-ry i- ;---1----1 1! i!! 1 i i! i I i 1 I i i 1 t i I{ I I I I j I 1 1 1 1 iii 1 i Ili i I I 1 1 1 I I 1 1 1! t 1 1 1+ 1 1 1 1 i 1! I i I i l 1 1 1 • 1 I' I 'I •i 1 1 1 I I •! 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DECK CROSS SECTION 3/4'=T -0 DX)00 v() a• FOOTING DRAIN DETAIL 3/4W-0' �TR6 DOES NOT SLIDE N THIS Ho Z FOOT,. SPANS HOPIgWALL7. "Y TOP C SLAB FOOTI. DOES SLIDE N THIS CONDITION, FOOTINCtSp WR¢ONTALLY_ `e - TOP C J BAR 4? t7 TOP C J GRAD 3/4•=f-0' T C SLAB TCP C J BAR SHIED GRADE law GRAD NOT . FOOTNG DOES NDT'Sk.IDE M 71415 CONDITDNI FOOTING SP HORTCNTALL7. 10 1111= =i ;' =max IC' CLEAR I/2 NTS. OUNDATION DETAIL FABRIC - MIRlW 500‘ OR BOUAL TIGINU E 0 J S' 8' 2'_ NT FOUNDATION DETAIL 3/4 =i-0' u ABED 18' MATERIAL T -0' MN. OVER FOOT. DRAM 11111 =1� .r 1,2', CLEAR FOUNDATION DETAIL 3/4'=t -0 - GRAMILAR STRICTER. FILL SEE WE SPECFIC FOIRDATKIJ DETAIL FOR FOOTT. CCNSTPoICTTCN. 4" RIGID PERFORATED FIFE (4 % MN SLOPE) 03300 -09 5/0Al9rAB RV 17Q76/16 -. STEEL RATE 1105DE3k5. OC - (DN 3SffT A- UEXCEPT AsNartu Q19EAMA - BAR. TOP VIE. BAR• 16 HEIGHT GERBIL (DN -3 SHEET A-U IERLJ BAR• S oc . (DN35HEET A-0 4 FURL BAR • IL` oc , Mt 3NEET A-U DA MP mom.(DIVi.. AV Tf6HTLRJE •4 fHORL BAR 3'- O'•1@'oc a_ iT � (DN 3SffTA -V (5)•4 BARCO4E ,(p)03 SHEET A-U 50LID'SW3.STRATE SEE DEHAIE.94.80FOR TOOTING DRAN CO SIRICITCN fD)0TS ` -'U. 5/8'040' AB. U( 270' 5TEB_ PLATE UTASFHB OL (DN.3 A5 NOTED CH SCHEOIAE l'. l3'�. •TOP HEIGHT C OBLL (DN.3 SHEET A-0 •4VERT- JBAR•5' (DIV.3 SEET A -U. •4 HORL EAR •A`ac (DIV.: SECT A-1/ \ TC1rC DAMP FROM. (DN T SHT AU et et �.- TIR4RRE IN "4-HORL BAR3`-0'a0'DC STOP CFTYs ( N.3 SHEET A-U (A.25 BARDorir. (DIV 3 SEEPA -U SOLID SUBSTRATE, SEE DETAIL 911811) FOR FOOTN's DRAN C011A L2I0lf (DIV. 2 SHEET A I) 55 AB W/ 27076)16' 511. STEEL PLATE WAh' ER'i • 4•-0' OC (D)0 3 SHEET A -U A5 NOTED ON SEARUALL SCEDULE T MN EtsED (274 BAR •A BAR • 9' OC FLLL IGHT (7 WALL (DN. 3 SHEET A -U 5 VERT. J 0 s 5' oc (DIV. 3 SHEET ET A-I) A-1/ 4 NORL'Bae oB'oc (D)0 3 SHEET A -U DAMP FROORN0 (DN 1 :S4T AU ao TGHTH.RE 4 HORL E ET 4 4'I0 9•:x11 (ON.3 SHEET A-I/ (8) •4 BAR DAIL. (DIV.3 SHEET A-) 03306-)0) • 5a • 4•-0' U EXCEFT SOLID SUBSTRATE SEE DETAIL 9/PB.0 FOR. - FOOTING DRAIN CONSTRICTION (DIv. 2SHEET A -U, 03300 JIB(1 Il i nnn= I u ice CJ BAR ▪ NOTE 5D0.MI SE N 9.. RACE PRIOR TO. • BACKFO.L C Rl4tJ_ \ \TOPCFFG s Efirj = 1111 FOUNDATION DETAIL 3/4=1-43' F MTIENIMMEIMIEM „TOP 0 F•45* GRADE TOP C J BAR -°° NOTE SO. MIST BEN 9z RKEPROR TOR0.L ▪ BAOffIL CF NALL FRIBA BLADE • TOP CJBAIL FOUNDATION DETAIL 3/4 =T-O• - NOIE:so. rim BEN M FLAcEFRIOR To RS . • EIAMFILL CF WALL i� �E I \ 2' -I' 8 8' NM 1 VP CLEAR R9 = -I tllE =llA• VT CLEAR 3 _2' FOUNDATION DETAIL 3/4 =1-0 TOP C SLAB 0 �70P CJ BAR • 5 0 0 . 1 1 E 4 •-• TIKE PRIOR TO M ',. ‘ 1, ▪ BACKER, CF WALL TCPC TEPC a ...''�•i Hu: FOUNDATION DETAIL 3/4=1'-0 Ste" Ir 5)5'040' A8. U112,0fkllAb SD. STEEL (DT,. a O (DT,. 3 A -11 EXCEPT AS NOTED C1L- 41EARIALL SCHEDWE I MIN. EMBED. 0).4 Tam 4 lA:i T BAR .• 12• oc, FULL CUTIL r (ON.3SHEET A-I) 5 VERT- J0ARGR60. e (D)0 3 SHEET A-U DAMP PROORJG ( DIV. T SHT AU 4 NOWT EAR•10' OVERLAP (MD (DM 3 SHEET A-U 4' ^ BAR • 2'- O'•I6'ac 9180 FOR CONSTRUCTION • SEE PET FOOT2 y' 111)0- 2 SHEET (6)4BAR COJT- (0N-3 SHEET A-I/ �`- 50LID 085TRATE 4 CONC. SLAB OVER OVER vAP'OR BARTISCR .. CONDIT.. FO OiRG 510)05 NOT SIDE N THIS LONDTIIONL 55 )5155 AB. UV 2707606' SO_ -7- STEEL PLATE 035HEW • 4' -0' OC. (Div_ 3 SHEET A-U EXCEPT TOP C SLAB- AS NDTm O4 SFEA(dfAl -L � EAR 501311 LE l' 111K ERR D_ CD 4 BAR •TOP -- 4 vs. EAR • U' oc (DIV 3 SEET A -U 4;'1 5%ERTJ BAR GR60 6' DC s (DM 3 SHEET A-1) . AFP PRRcFNG (DN- i NIT AU r-HO 4 P5FEE(A BAR Ig' r6' ERL(MO (DN 7IGaHRNE How. BAR 3'-0's V'oc (DIV. SHEET A -U F-. SEE DETAIL 9/P5A FOR FOOTFE DRAM CQSTRTTIQJ (DIV. 2 SHEET A -U (6) 4 BAR CONT. (DN_ 3 SEET A -U SOLID SUBSTRATE 4' COIL SLAB OVER 4' ROOK OVER VAPOR BARRJOR 03300 - 07 55'040' AB. UV 2X22376' SO_ STS RATE WASHERS • 4' -0' • (D)0 3 5FEE7 A -U EXCB?T 45 )0 AS NOTED ON:SfEAR IAl1 SCFEDLLETMRL BISE D (234 BAR • TOP 4 YELL BAR• Ma oc, FULL HEIGHT C WALL (D)0 3 51.R£T A -U 5IERT.J BAR GR60.5` (01 3 SHEET A -U 4 140RL BAR '• Re oc (DIV. 3 BEET A -I/ DAMP PROOFl6 �.•N -T Sift AU 3' -0' • D: oc (D • SHEET A -1/ (DM3 '.y A SOLID SUBSTRA 4' CONC. SLAB OVER RO ( OVER VAPOR BARRIOR FINISHED GRAD =�N3 D FOUNDATION DETAIL 3/4 z TOP OF J BAR. z 3 /4' =f-O FOOIW DOESHOT SIDE. N 11415 CODMCN FOOTING SPA/45 HDRZONrau, TOP C SLAB TOP CJ BAR FINISHED GRADE (2/ FOUNDATION DETAIL FOUNDAT ON DETAIL 3/4=80 AR•TOP L BAR 10' 00, I' -6' CORER 4 (DIV. 3 SHEET A -I) 4 VERT. J BAR 16'. 0.C, ALTERJATE 05455 (DIV.3514E. A, TIGHTLINE 'DAMFPROFMG (DIV. T SHEET A -U SEE DETAIL 9/180 FOR FOOTING DRAM CONSTRICTION (DN. 2 SHEET A -U SOLID SUBSTRATE (3) 4 BAR CONT: SHEET A-0 hi vEHICILAR SURC'HARSE LEAR vEH IC LAR SUIRLH.4i.E 76/16' SL2 5TEEL PLATE Oa (DIV.3 SHEET A -f1 ON SHEAFEALL SCHEDULE 5 /8xb' AB W/ . 2707606 STEEL PLATE WASHERS e O.0 (DIV. 3 SHEET A -1) AS NOTED ON SCHEDULE l MIN �• (2)•48, OP -•4. vERT. BAR• 16' TILL HEIGHT C WALL (Div.3 BEET A -I/ ▪ YERLJ BAR • 5' oc (DIV. 3 SHEET A -U a4 NOR. BAR •10 (DIv 3 SHEET A -1/ DAMPPROCRJG (:DIv l 5147 AU TIGHTLRE (DI ,4 BAR CONT. T TOE A -U SOUS SUBS - _TE SEE DETAIL FOOTING DRAM (Div. 2 514MT A -I) 5 8 )510' AB. WI 270'X3/I6 STEEL PLATE WASHERS O.C. (DN. 3 SEET A -17 AS NOTED CN SCHEDULE l' MN (2) 4 �..:; •TOP •4 VERt. BAR a U' OC, RILL HEIGHT .0 WALL (DN.3 SHEET A -U. 4.VERT -J BAR• 6' oc (DM 3 SHEET A -I) •4 HORZ BAR • m• oo (DIv 3 SHEET A -U W _ 1 - 1UpIT - ! 1. DAMP PR7CFRG ( DIV l 5HT AU ® I SI - '. H . IH4�4 1 _ I'• ] I 4000 BAR ' �• b' 3' -0 oc III is J -- (D-- -- ,. E ..SHEET •. • 4 AR ® (3) lV AT B TOE T- . WM (DIv 3 SHEET A -U SOLID SUBSTRATE F S DETAIL 9/180 FOR' 2'-0 FOOTNGs DRAM CONSTRIOTION (Div, SHEET A4, RECEIVED' ` 'a CITY OF TUK'NItA SEP - 8 ° -04 PERMIT CENTER ON 03300 -53 0_ 00 co Co O � c '� 0 �' 5) * O 9 j CO L 9 o � THLE JOB NO SHEET P8.0 08200- 19_T.R TOP C SLAB I �y I�• 1R' CLEAR STEEL • ' AB. W/ 27076/I6' SO. STEEL PLATE WASHERS • 4' -0' OD. (DIV. 3 SHEET A -I) EXCEPT AS NOTED CN SHEARIALL SC(EDULE l' MN EMBED. (2)•4 BAR •TOP •4, VERT. BAR :• U' 0501)1 H EIGHT OF WALL (DIV.3 SHEET A-U •4 YERT. J BAR• 6' oc (DIV. 3 SHEET A -11 DAMP PR70FRG (DIV.1 SW AV 4 HORL BAR a 10' oc 1'-6' OVERLAP (MM) (DIV. 3.SHEET A -U y'J � TNINLNE (5)4 BAR CONE. •F" Q..(,' (DN.3 SHEET A-17 SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRICTION 111)0 2 514EE5 A -I) SOLID SUBSTRATE 4 CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR 03300 -05 F OUNDATION' DETAIL 3/ 4( =T-0' 4Yx50' AB. T7076A6' SR STEEL FLATS WASHERS. 4'-'- 0'. OC_ (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SIEARUALL SCHEALE l' MN. EMBED - 0/.4 BAR TOP HOR1L BAR IV OC, 1' -6' CORER OVERLAP (DIV.3 SFEEET A-U 4 VERT. J BAR W OC_ ALTERIATE BENDS (DI, 3 SHEET A-U TEHTLItE PMfr'FROOFMG (DIV. 1 SHEET A-I) SEE DETAIL 9/P30 FOR FOOTNG 50454 CONSTRICTION (DIv 2 SFEET:A -11 SOLO SUBSTRATE - (3) 4 BAR CCNT (DIV.3 SHEET A -U 112 'AB. W1 EXCEPT ASSI 03300-04 co U VJ W c cm W 5. I _ 5 O co 0 iI I 98013 I P9.01 I SHEET .■INIMONIN I JOB NO. : 98013 Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 - 531$ IaUJAR DIN Date By DescrIptkan .. VERSO n rn : , S TATEGvWASHINGTON � FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT INNIMINV •1.. NE in r - 1.AIvfA \PROTO 09-29.'1998 1•11 :O7 Sh(O1 LL Workstation:-- RflulM I MIMI III M... i. — i. . .. 77,immr i d/A/AMM' WI,' -, CB 37.4 KEYSTONE NALL 10'AAYATE SEHFR PEPESIRMII Aam HEd'/C111571YEASIEYT 4 WDGYD PERFORMED P /PE SEE WALL DETA /CS CB 4 20' PLffiIC UT11ITY/ PEDESIRMN EASEMENT 21 5' U77L /TY EASEMENT 15'iflYATELNANC AT RE INTO C4 CAI BASIN 0878 DC 18' CMP E 17143 TRACT "A" CB 37 12 °,•F7 10'FRNAIE ORANMEENT PP W/ LUM /NA /RE EX ROCKERY COMIC WA PLANTER BOX EX ROCKERY CONC OR/4E GRAYEL OR/ YE GRAVEL OR /YE SOUTHGATE PARK EDGE. OF £X. ASPHALT 5 /OF /L TI4hTION S`'ALE SEED MIX EDGE OF EX ASPHALT 20' PUBLIC UTILITY,/ PEDESTR /AN EASEMENT NATO/ LINe EDGE OF EX ASPHALT (ABANDONED) RES FESZE sSIOB/T sPtAW7Y sLi'1BUANON OESZICE MORE .35 SO SO SPEC /f7CA77ONS ALL NSORK SHALL BE IN CONFORMANCE 11/Rl WS DOT (APIA) STANDARD PLANS AND SPECYF7CiARONS FLN ROAD B4/OLS AND MCNNCIPAL CONSTRUCRON AND CITY OF 1UKN/LA STORE DRAINAGE STANDARDS CATCH BASINS .STALL BE TYPE LIONESS 017.401.'" Nara TYPE 1/ CAM BASINS SHALL BE 54-INCH DIA ALL TYPE R. CATCH BASINS ..LACE HAYS LADDERS AND SAFETY STEPS DRAINAGE P /PE SHALL BE Pa YERlYLENE, SMOOTH IN. 0/TERKR 0-12 BY ADS OR EQUAL), UNLESS OTHERWISE NOTED. PVC PIPE 5Y'eI/ BE AS7M 0-3034, SON 35. CMP SHALL BE ALUMB/UN 16 GAI)GE,. UNLESS OR//RMMSE NOTED CATCH BASIN /ME, ../ALL BE VANED GRATES NTH THRU- -CURB FRAME FOR VERRCAL CURBS (SEE K/NC COUNTY DOG NO 2 -01); SHT C -TB) OR ROLLED CURB FRAME AND GRATE (SEE KING COUNT YDNG NO 2 -028 SHT C -16), AS APPROPRIATE CURB FRAME AND GRATE (SEE K/NG COUNTY DWG NO 2 -020 SIT C -182 AS APPROPR/AlE MM US ALFA .73' A2 RS ALritA r'arm& ACELPOCINILS PRA/ENSIS 9tl m APPLY MS A/OOREAT A RATE AY 6O LBEVAQHE RIM AA77XR'.!L SWISS O RIN OWES 0 NAME BEPAAV PLANTS SLAW AS AIL WW# (Si71 PUS ACC /LOS YAW= AP AICRGC COSMO SPARE AWN AZEQ HARTS PA I/SRO .20/10/ - .27,6F (CARET L1 KPT4,( -AP 07M9IS AS REWIRED BY7fiE. car .... AvYA.4iE PYAwS SUCH AS CAM( (77f174 1A7147142 'wry CANARY CRASS &WAL VIS ARIAVILACE41 AM PIAPPLE100937RPE (LYINRI SALKNRB.y WAIL NOT BE MED LOOM ANY QRCONSTAACEN EDa OFIX ASPHALT 1E21521 ' E21511 10' WALK /CURB U77L/TY EASEMENT CS 2 33 YA Na 3 SEE SHT C -0) IX ROLYERY EX G!/YPOLE IX LEIYC WALL NOTE.'' AS-8U/LT /NFORMA770N /5 AS OF 9/.70/9.9 4t4AM ZE LIDS AND DRAINAGE ACCESS LIDS IN PAA ENT Air 7$Y ALP: RIM ELE!/A77ONS MAY CHANGE AA /tie FINAL [MTh' Cr ASPHALT PAk/EMENT HAS BEEN APPLIED. NORTH... GRAPHIC SCALE. IX/SRNG ROADSIDE DITC NOTE THE FOLLONINO CBS ARE ACCESS OR ✓UNC170N STRUCTURES, NOT / NLETS, AND HAVE SOLID COVERS• 5, 16, 184 186, 24A, 29, 29A, 3O 40 40A, 42 46 SEE Gail FOR RETAINING MALL � aPaA ,e�lrl �_ - -- - 9 /1 / /ll - �I 5 PY wA'm PEE �l ; 1/v� c B 4cf4 � °ys2/�_ Yllll nl U���l`' ACB 3 4 ;p �h I : V; CS 38 WATER COURSE 25 26 _ 0.3 . • • 1 N.. 2,0 TYP //) 7 .94. 13559 72NE), 14224 (72 73144 (36 29A(TYP //) - _149.22 -...: 13172 (36111V, 137.77 (36 SE) 30(7w //) 144.61 147.61 (OVEREZOW ELEIT), 13451 (72 NW), 73031 (8 NE OUT), 137_96 (36 SE) WETV UL T,{3 740.06 (N ACCESS) 14263 (M /ODLE ACCESS) 14407. (5 ACCESS) 30A TYR 738.9 136. 2 12 SW, 13572 (1251E) 40A 152.10 \ / \ \ 41 15/72 \ ` \ 42(YP 777 \746.49 \ \ NET 43(159 O). 5.2 \�NOL�\ 44 22 4 CAL\ I 6 730.06 i RE 19ES5D . E 14L.w• (12 EJU..n(1�7ry !Woo- R- CATCH BASIN DATA (ACGWC a a S 1.37/N PLACE ARE 717 FACE OF axe WOW C!Affi4 AYE SEW .9W QEI IVIE7PT ELEY 1 22238: 21933 (8N) 2 21648 21546 (8 3 21200 27057 (8 210.52 (8°N) 4 204.75 200.70 (8r), 200.05 (8WV) 5 18513 181.22 (8 18113 (12NW2 751.02 (,2NE) 6' 18569 18509 (12 E) 7 174.77 17573 (12 SW), 171-66 (12NE) 8 17443. 17140(8NW) 9 774.63 771.72 (8 - SE) 10 18596' '18554(12EJ.. 11 180.70. ..77579. (12W, 17569 (12 12 779.30 .17547 (12 SE), 17533 (727V15S1!) 13 18635 18442 (72NW) 14 183.20 - 17684 (12 SENE) 15 17785 17411 (12 17409 (12SE) 16 17681 17555 (7.2111K 17336 (12 17 174.55 770.50 (8 - SE) 18 174.97 170.04 (OVERFLOW ELEV.,, 170.00 OWN: 16789(8 - SE), ,s0.67(36NW,siSScW 760'67(6 OU 18A 17545 75645 (8 SW), 16595 (T2 NW),' 760.65 (361VW,SCNE), 160540NE OUT) 188 176.95 '77324 (12 SW), 16055 (36 74 (12 14452: 15..77 72 NE),13677 (12SE2 27(TYP II) 13674... /2975 12 12974(12 E),. - 131.24 (8 • 7, 1 if 22 1 %,.73 11961 (721%), 11955 (72 NE) 31( ' // REMOVE 31A 154.90 318 15355 37C(TYPE //) 15600 32 157.62 33 148.69 34 15033 35 14345 1 36 176.53 37 37A 171.21 .38 759.97 .39 752.69 40 75267 162.74 12-.w M =WEPT (1.47271IX tNID47S) GM OF I'lii'S +1;A NP i'CIti aC 5 LDG£ EX. ASPHALT PLANNED? RESIDENTIAL DEVELOPMENT -TMRm FOSTERVIEW ESTATES SEP 8 206 PERMIT CENTER DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE , EVEREfi PRONE 336 -5018 SEATTLE PPANE: 763 -6110 152.80 151.80 (12E) 1500(12,V, 148.5 (1217/571410) 14749 (12r W) 14574 (12'W), 14564 (72V 14531 (12r119 . C5,,635 RIM. 17374 (12 E) 166.58 (12 16631 (12 166.26 (12W) 16810 (125) 15737 (12:1 15727 (72 749.39 (12 SW), 14974 (12 15043 (OVERFLOW ELEY), 74093 (8 NE OU J 74082 (36 SE, SW) 148.60 (72 SE, 8 NE), 141.45 (36 SW), 141.35 (36 NW) 14868 (8 SW) 13985 (12 E), 13977 (8 13615 (8751f), 73507 (15N) 103.16 (12 SWJ 10300 (15 SEJ, 10291 (15 Nom' 217.85 (W) 16672 (8 12817 (15'SE), 12508 (75 NW) WATER. COURSE LiEicPsRES .70'AL' UIIRYE91T EASSNENT 5' U71L/TY EASEMENT 2 27 15 RWAlEEAMAGE AD- 2ERES? SOUTHGATE PARK AEYSTCWE WALL Er SAN MN AT-30 RE 187.7 /E "181.6 NOTE: AS-BU/LT /NFORAIATION IS AS OF- 9/30/99.', MANHOLE L/DS IN PA1/EMENT ARE /A/ ATP. RIM ELEVA11ONS MAY CHAHt' AFTER F/NAL LAYER OF ASPHALT PAI'E"AME7VT HAS BEEN APPL /ED. EX SAN MN 49 -31 RE 20624 /E 202.2(8"N_ S& EDGE Cr EX ASPHALT SPEC /F/CA1IONS ALL HOW SHALL LE 9V aairmicovar NM' (APIKV STAMDARD PLANS AND SJ A771a1SS FOP IAO4L afilliX AID M tW/OPAL Cai6111 C11a1; !NY 37.4111LA CONSTRIC1742V AAV DEIROPMENT STAADARDS AND VAL ME SEWER GISBaCT STAAVARD S7°E7 KANaKS MANVLYES SHALL BE 48-A9 0 DIA4E7De TYPE 1 W1N EL'YEN7RI' COMES 111E MAMA*/ hElONT OF 777E /1501 ABO E 11 LLNE MALL BE 24 Hai= /N21D4G /RAM AND COME BASE SECIXAV SHALL COIVOIM/ A PIEFAB19CA7E9 Lt1NAPE1E LY/ANM2 N/friER CLASS 51.113 PLAS7I' LiW ? BY 01/ LAS 11D ALL MAM LYEN SHALL BE AYAMELED 10 THE aiONIV Q - 11£ SEVERS NE NNW a 71,E 0072E7 .27110r SJYALL 8 A MMAYIAN a al FEET BaO/l/ 77E mama 1017Y7aZEYAMAS ALL MANIOLES &VALL HA1F LAL3;14PS AAD SAFE7Y STEPS .27fEw PIPE SNALL BE P1C, AS7M 0-..1234 SCR .3Lf TRACT — "A" .'MI/f0 OI`3t7 EDGE OF EX ASPHALT (ABANDONED) \ \ \\ \ \\\\ \ \ \\ \\ \ ' \ \\ = \\ \\ \ \ \ \ \\. \ \\ \ \ \\\, \ \ \. \ \ \\ \ \\ \\ \ \ • \ \ \ \\ ■ \ • exX \ I`walETr La/RSE \ • \ X X V { } MORIN GRAPHIC SCALE 20 40 80 1 " =40 EX 'S4N NH #10-33 P /PE DATA MH NO. j /MH NO. S /OPF /PAM?? COURSE MANHOLE OA TA NH N0 2 9.55Z 1 2 EX 1271% 2 2 - 4 .6.51% 4 5 1.94X 3 5 5 ..1,73% 4 6 7 267% 7 11 10.30% 5 8 19 .7035. 19 9' 884% 6 9 10 5.35% 10 11 1198% 7 11. 12 1495X 12 13 8.66% 8 18993 13 14 529% 9 17a 70 14 75 724% 75 18 15200 10 17227 16 17 5.45X 17 15 2.24X 11 18 EX 14.46% 20 19 15139 CO (LOT 32) 20 122 EX SAN MH /10-31 -RE 146.1 137STREE /6 124.1 (8" /N) /E 13.18 (8" OUT) EX SAN MN #70-32 RE 149.56 /E 14211 (8" {Y) /E 141.45 (8' 5). /E 141.25 (5" E) GM Of TUKWI A APPROWD DEC 2S 25'32 0 NV 4c EDGE OF Et ASPHALT �. EXPIRES 3 -15-00 AN AuEGRE ENTERPRISE - EVEREIT PHONE 334 -5018 SEATRE PHONE 793 -6140 RF('Fi� /E7 R/M E4 y /NtERT ELEIT 17169 159.77 15935 18141 173.04 17287 17129 17119 16963 16953 16696 16672 181.247 17042 170.13 16172 16142 159.22 (174081 MH 7) 159.22 (FROM MH 10) 15872 (01/0 12 157.93 14790 14745 13 15345 14295 14265 13548 13518 13190 (FROM MI 14) 131.77 (FROM Mil 17) 13141 (0UT) 16 753.38 14673 17 1O. 13547 13532 12090 11150 11095 186.09 17553 (FROM MN 20) 17554 (FROM NH 8) 17514 (OUT) 19758 R/9 PLANNED RESIDENTIAL DEVELOPMENIp — s 2000 FOSTERVIEW ESTATES P`' "T ENTER DUJARDIN ;; DEVELOPMENT COMPANY Td k. e W C -12 IHPVSTAIAWI \ , tat \ \ EDGE OF EX ASPHALT • \ - p er \\ (ABANDON(D) \'9 \ • \\ \\ \ ' \\ \ \ 1- 8'x 8' fF(M✓x flJ \ 1- a a4IE rear Z x ltQ 1- e' G.fr gu- x 1 - rx B'R2VAZR (AVx 1 - mpeorAssaerazr owe mare mew CONTRACTOR SHALL FZUP44577 ALL MATERIALS. STANDARD NOTES e . q 4 w L a r , A n a u s a E N S n v c u > T L I HAP BEM = T A M E S M O N AVAIL RECOPOS AIN9 ARE $5190/V FOR COYMETICE THE COY1R4C7OP .SHALL BE RE3FILIKSENE FAP HEW/WARM a - A 41AON .5501IN 4M2 FLSR a6O04fRY CIF POSSENE AOLVRMAL IITILITES NOT SHOM ? S0 AS TO A 4Q0 DAMAGE' a? D1ST NBANGE RE CONTRACTOR SHALL CONTACT TIE URL/TA<S LWI1070 0LND LOCAll w CENTER (1- 800 - 424 -5sss) /* a? 70 CaliSTRY+CTTCW n,E OMAEIP OR MS REPRE NTATT MALL BE CSITACTm F A UTILITY CON'Z,CTEa7SIS 2 CONTRACTOR MALL NOTIFYDIS7R/CT ENGINEER A MINSUN Cr 48 AVMS AV ADMIX OF AU RECL'E37S FOP STAKINS TESTINS LW ASPECT/ON 7. ALL 1f41EPMA%N PIPE SHALL BE D CITLE NON MASS S2 PUSN -1V .GWT a? AECYAAICAL WAVE, CA/E'T -LAZED Oar A21. f) EXTMAN COATED NITH CAL TAR OMEN ANSTALLATTON TV BE Ay ACCORDANCE k17H MANUFACTL4RE75' RECCS EAWA1TOVS ALL STN.= SHALL Br CAST NON AAO SHALL COYFORM 70 APPLICABLE POP7AaI6' Cr AA(9 STAAVARD A21.14 A21.11, 816$ 81.14 AND A21.5.1 M1 TN A AINAIGNI PRESSURE RATMC a 150 P,9 AAD IOU BE GEM'NT -ONEa B ALL CATE VAL TES 10 BE MUELLER. ALL HYDRANTS 70 IE AR/ELLISE 9 CUT- -AILS A6 LAE TAPS TV BE AIAGE BY CONTRACTOR. M7 /125 SOA5frITI 2011 E V NE27? AND CM CF" TISMKA a/MEGAN MUST NOTIFIED 48 ,Sa4PS AV AOVAAGE is CAST NON AEL ,WICAL ..qWT SYEEWF cameos &QGl oo It 7AFPI G SXET f3 SY AALC SF NaSZLE77 CAST A70V, ..GV EPDXY COAIED S ?EEZ, OR RO4/AC SST AY771 STAMLESS',SSES FLANGE 12 Ca'VERACTOP IS RE3P0f5157.E FOR !ERYFYAMG ALL DASINO PRE TYPES AND 572ES FOR ca.pasm 124WEC7 WT -4KS,, AND L/4£ TAPS 1.A 3 1/2 FOOT M/A.A/UM COW? MEW AU IN4TLAMANV PIPES la DENAOP EP TO PAY FOP STATE COUNTY AND CITY IM EC1Kw FEES 15 ALL AEJEP LOCADaAS 777 BE COCHSWATED NMI NAM? D/S7177CT}725 S✓..PSNWEIWFJVT. 15 ALL DASTTA F7RE HYDRANTS AND MAINS TV BE OPERATIONAL PRIOR RI Cali4ENCSENT OF CatISTRUCTION f7. A0 CHANGES ARE 777 BE MALE STROUT 11NYTIEN APPRON4L BY h5E 117 /725 SUASS/47M19- EIVT CP a57RICT E VONEDP AND THE MY CIF TUKMCA PUBLIC NOPAS' EN;1NZA IB REFS? TO M7 025 CY.i1D'T/CNS AND STAAf7ARDS AND TD 7 E STY a- TUNNILA STANDARD SPEOR ATTONS FOR ALL RERIAINSC NOTES AN O DETAILS 19 PROM 3/4' SFRNIr LAYS M0 TAP CONNECT/MS FOP EACH EA75TAG RATER AE7EP. 20. SAWN ALLOA5417LE OPEN TRENCH SHALL BE B7 FEET. 21. STOCK PYLES SHALL EE CONSES, DO4PANG ALL PERiWS OF PREGI /77117O1C .22 AICVI'1ED PROCTOR CO PAC1XW AND masnaE CONTROL TEST READ AAD Ca9E3 L4' TEST REPORTS 57�7//T7ID 7O THE DKSTPA:T MCNESP. ALL CaVPAC7.ol MAR PAWS MD TRAFFIC AREAS SHALL BE 95W MAAIAN.MI DENSYTY ADD RfOG7OP PHI ASTM D-1S57 ALL OTHER AREAS 70 BE MN MAXUS Dear17 Ammo P1 OCR7P. 25 ALL YAL lfS; FIRE HYDRANTS ARV SMILES 7D DE METER STOP TO BE ANXL&M AS PART OF PRESSINE AND RUNTY TESTS NO °EXQIPTI NS 24 TRAFFIC L WWRa SHALL BL- AN ACLORDAAGE SR/ CITY OF 171/IANAA REVUESSE/VTS 25 ALL PIPE AND APPLW1EVANC S ?Z BE YE57ED TV M7/Aw 10 FEET ar ANY L C1K V POW= UNLESS 077/0711ISE APPROI£D BY EMSWEST 25 CL4 a?rIE 1HRUST BLOOAIAG', SHALL APE PROMO AT ALL BENag TEFSy MKS aR OI7/ER APPURTENANCES SERE STERNAL ANUS RE AME RESTRAINT. BLOOMS SHALL BE AV ACCORDANCE 111771 ' 117 /1225' STANDARDS 22 THE 15371N0 AN/J DISNFECROY OF THE MATER SYSTEM SHALL BE STRESSED BY 110 /12s S 137711 S EDGE OF Ex. ASPHALT EXPIRES 3 -15 -00 CITY nc TuK PLANNED RESIDENTIAL DEVELOPMENsIp _ 8 2000 FOSTERVIEW ESTATES PEMT-ER DUJARDIN DEVELOPMENT COMPANY �.. .. EVFAER °HONE: 334 -5016 . SEATTLE. PHONE 713 -6140 L_ Side Elevation m m Rear Elevation Side Elevation mom ism ism L'ilhai I♦ ■ ■■ ■ ' ' IIII : ■ ■■ ■ ■■ IIII ■ ■■ n • '��!!I 1 ilill>•I ..., ■■■ ■■ ■ a 11111111111111111 ttrt.t■ 111 II 1 M M M ', M B■ ■A■I�e ■! VIII � _ ��1111(1 „ 1111 II�In II.Iuu . I n 11I 11 Itii!•I'°II IIII II . • 111114 I.IuI IIn1I1 i. n .1 II! ynI r1 JIj � ilunn MEM ----- - - - --- - - - -- Ril1.I11nIII►. MEM ■■■ ►tti1iiiiiili. III� IJ ® ®. ll ii1 ®�I1 irtiili it �a.- ! o = Li l nw iillikliii®11! in m..........: min MINI IIM NW mi { liii ? L SITE SPECIFIC FOR LOTS 36, 38 & 40 DUJARDIN PLAN #1843B FOSTERVIEW ESTATES 32' -Oa Lower Floor Plan Kitchen Porch Patio I Foyer 19'6'x6'0' D I © comma u WOK KAMER RSsoCamES mamma IN Family DP ME D WI ! t uu Living 12'0'x11'0' • Main Floor Plan SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEiMiENT TOTAL GARAGE DECK / PATIO 835 SF 866 SF 162 SF 1863 SF 637 SF 117 SF SQUARE FOOTAGE 15 MEASURED TO Tl4 OUTSIDE FACE O= lV I S_ STAIRS AR COUNTED ONCE IN CALCULATIONS_ OPEN TO BELOW SPACES AND GARAGES AR E NOT INCLUDED IN CALCULATIONS_ AL cppy I understand that the Plan Check aPprovais are subject to errors arid omissions and approval ci plans does not a. h;orize the v:ciat on cf any adopted code cr ordinance. Re ct of con- tractors copy of approved pans ackncodged_ �� -W3 Permit No. -.. REVISIONS too C.t�N !3 v t� 0= MAD TO �� K Ln STFiOUT PrRt ` - OF pj (y.i 1 A 9. UILL7F R _.� Q?1S W'113. A 0.wN! A ON FEE. an:;ai a KM REVISION NO l Upper Floor Plan DRAWING INDEX AL CODE NOTES A21 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR. FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5 UPPER FLOOR PLAN A6. UPPER ROOF FRAMING Al ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE SHEET COVER SHEET 9908326 ua;Psn } ! Wk ml.g.1 k4 a ill i11 tiqf p �3 s4 ` :ern e�� A 11E it $- f� i Vi V I4 16w 111 ° - - ;1 e , s- - 6 - •.. na l 3 s� s ~ 11,11 ETN A iNlgi ;pa y W' i N Sii �� F� e R 4S fl Ili ew ° W Y '� - a 4 P II gq �� $ g Or s SA- i °f �� � 46i i � � $ �� IHT ` -, i Hhlli r ill [ t ; 4 11 ij 3. 3 6 1:.!:': 1 1 4 ij 11 1 . i 4 V4 pr Iiiiilill • 10111 1g [1141 ii - � - � 2 ---.°.g0 % iit iligi 4 ll'ig = i ill N [0111111 li i th il iiii ti s A 4' i • A it p 4 1 i ! g A g ? '11 A i g B fi pTS Yi ltA. • fl I rI i tii H Ii 'tu1iJU t' i� it � ��� �6 YxA fi i 1 1 ( 1 11 1 ! I1itj i . 1; 1 i 1 1 11 14 ' :11 1 h i i lI 1 g g N.- ° �" W ) < mon spa $ as ! P'11,7'? v PP 9 A'a ¢ i k q liwIlrilli P'ri l f i ; il l .i t ff ti : I t 1 ` pitillff � a i',1 r i 1, ; %1 P 1 i 1. 1 1 , 1 i ad A , i g i il ; 1 , §I, i f II i 1 i al _- - I' 0 Al SHEET I AMMOISIMMIN FI Kappler Architects, P.S 14311SE 16th ST, Bellevue, Washington 98007 (425) 641 5320 *Fax (425) 641-5318 STANDARD CODE NOTES Date B y Description ® ��» �R FGISTFRF{� ',RCiiit. A4Z12=2fZtI N. T HIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT S NM ua;Psn } ! Wk ml.g.1 k4 a ill i11 tiqf p �3 s4 ` :ern e�� A 11E it $- f� i Vi V I4 16w 111 ° - - ;1 e , s- - 6 - •.. na l 3 s� s ~ 11,11 ETN A iNlgi ;pa y W' i N Sii �� F� e R 4S fl Ili ew ° W Y '� - a 4 P II gq �� $ g Or s SA- i °f �� � 46i i � � $ �� IHT ` -, i Hhlli r ill [ t ; 4 11 ij 3. 3 6 1:.!:': 1 1 4 ij 11 1 . i 4 V4 pr Iiiiilill • 10111 1g [1141 ii - � - � 2 ---.°.g0 % iit iligi 4 ll'ig = i ill N [0111111 li i th il iiii ti s A 4' i • A it p 4 1 i ! g A g ? '11 A i g B fi pTS Yi ltA. • fl I rI i tii H Ii 'tu1iJU t' i� it � ��� �6 YxA fi i 1 1 ( 1 11 1 ! I1itj i . 1; 1 i 1 1 11 14 ' :11 1 h i i lI 1 g g N.- ° �" W ) < mon spa $ as ! P'11,7'? v PP 9 A'a ¢ i k q liwIlrilli P'ri l f i ; il l .i t ff ti : I t 1 ` pitillff � a i',1 r i 1, ; %1 P 1 i 1. 1 1 , 1 i ad A , i g i il ; 1 , §I, i f II i 1 i al _- - I' 0 19' -6 V2', 12'- 5 IS I FP -1 ( P -19) 191ta1 Storage CONC. , f W -912' r ( n - )) - - ( P -8 J 'c Garage GONG ( FP -3) :. Fd1MED ( P - 2 ) Ark MI= - - 1 .._ f g e,E i ( FP -10) SITE DET WI t I 2- litIESI IN - -. 4'- `I� \ , , ; ? a: D __ : ' Office CARPET Aftirk 2 3 L 16' - 3' C l 1 ._.. AI E ` I Ji -1 1/2 t -2 vt CC 5` - UT L -- IA' rt J - -, lin I 1 `5 UT - HOLD EIQEPoOR FLC sm.., SLAB IG EW L FLA J I DECK LINE ABOVE ; I - 1 - 16) �I 3' I (. P -16. ) A 1r_I.1. l 1 - 2 .; 7 16 -g' ). 3 19'-6 I2' 12' - 5. 1/2' 32'-0' : r SYMBOLS AND LEGEND ❑T P FAN - DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50.. CFM MIN. - KITCHEN 100 c -1 MIN '.. -WHOLE HOUSE FAN 100 CR1 MIN. VTOS WHOLE HOUSE EXH4U5T FAN. CONNECTED A 24 HOUR TIMER - 100 CFI-1 MIN, V1'O - .eta'10"TAT s. 50' ABOVE FLOOR T10V SMOKE DETECTOR FER USG WITH BATTERY BACKUP; INTERCCNNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FUFN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW.. DAMPERS, B. PROVIDE THERMAL EXPANSION TANK Al WATER HEATER G. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 608.5 . PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE DA0 DR I I2' 32'-0Y FOUNDATION /LOWER FLOOR PLAN Scale 1/4'.1 -V FP - I TDG AT 5 1 4 I B -OUMM J w SITE SPECEIC FOIAOATION FLAN TO BE 14CJIDED WITH EAU. LOT SPECIFIC FERIIT PACKAGE (SEE SITE FLAN. FOR SITE SFEOWC STAR CO4STRJCTIERSEE SITE FLAN t %SET D4. I GENERAL FRAMING NOTES f FOUNDATION KEYNOTES ( FP-I ) ( FP - 2 ( FP -3 ) ( FP -4 ( FP-5 (FP-6) (F' FP-S ) (FP-IC) ( FR -II ) ( FP-I2 ) FP -I3 ) (FP - 14) FP -IS ) (: FP -IS) ( FR-f (FP -IS) (F - Is) FP -20) (FP - 21 (FP FP ( FR -24 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS.: 2. SEE. TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING AND ELECTRICAL: 4. TRUSS DESIGN BY MANIC. TRUSS PLAN. SHOILN: IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE ..Div. 0I0001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' or.. LINO_ 6:ROOF PITCH - EXTERIOR PER. ELEVATION INTERIOR PER SECTION T. RAFTER TAIL 2x4: VERIFY_ 8. ROOF. TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 DF 2 UND. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS. OVER 4' -0' UND. SEE DIV. 06100 SHEET A -I CONCRETE, STEM WALL. S' WIDE WITH MIN 15',0 FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DI, 3 SHEET A -1 CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6• FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3' SHEET A -I CONCRETE SLAB ON GRADE SHALL SE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI.4xWl.4 UTIF ON GRANULAR FILL. SLOPE. 2' TO DOOR PROVIDE THICKENED EDGE AT. DOOR SEE DIV. 3 SHEET A -I 6x6 POST ON CB66. I ABOVE SLAB ON 36'x36'x8''MAT FOOTING ON SOLID SUBSTRATE W /(4) •4 BAR EACH WAY. SEE DI, 3 SHEET A -1 CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a IS o� UND. 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 DI, 6 SWEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90. FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST a BEAM SPLICE 'T POSITIVE CON NECTION FROM POST TO FOOTING. PER. DETAIL 16/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE DIV. 1 SHEET A -1 ELECTRICAL SERVICE PROVIDE (1) 2 1/2:° SCHEDULE S0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x20' LONG GALVANIZED. ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16: AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND UEATHER STRIP. SEE DIV. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24,24,1. MAT FOOTING ON SOLID SUBSTRATE W/ (2)•4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30,30'X7' 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 I2' INTO SLAB a 12'oc FLOOR JOIST SEE DIV_ 6 SHEET A -1 4x3 SEAM LINE, SOLID BLOCKING BETWEEN JOIST SUPPORT. SEE DIVISION SWISS SHEET A -I PROVIDE SOLID BLOCKING TIME) JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND. BELOW. SEE DIV. 6 51-SET A -I MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN I8' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND O ham! STxx O POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE. W/ LOADING POINT LOAD TRANSFERING COLN POINT LOAD TRANSFERING DOWN W/ LOADING. ze HANGER CI POINT LOAD TRANSFERED BY SUCKER HOLD DOWN WITH SIZE DESIGNATION TFRTICAL STRAP WITH SIZE DESIGNATION TO BE USED Off! FLOOR BELOW HORIZONTAL .STRAP WITH SIZE DESIGNATION MDIC4TES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL RED I WALL ABOVE F WALL ®HECEI :KWItq NOTE: UNLESS OTHERWISE NOTED, ENGINEER(F4NQ, ,,,, CALCULATIONS ARE NOT FRONDED IN THE E I ETR.iWQUAS PERMIT CENTER z iTiLE JOB NO . 9908324 BASE PLN B200 : -07i SHEET A2.1 9908324 — 61.145,28 2' ALE' 5 Ir�'x1912 GLB 11 F, 1 r- - 1 - 11 T •' • 1 0 lti e/ HANGER °MON I PIIDSILL • REAR RCN IMLL MAIN FLOOR FRAMING PLAN Scale V4'•I' -0' l 1 F -8 1 1 ALL FLOOR JOIST ARE: 11 1/8' TJI l50's s I9.2 oc. SEE DIY. 06100 START FRAMING HERE EXPOSED AGGREGATE CONCRETE LANCING •/•4 BAR AT 6'2c. EACH WAY, 2' ABOVE TOP OF WALL 1 GENERAL FRAMING NOTES FRAMING PLAN KEYNOTES l F -2 F -3 F -4 F -5 F -6 1 F -1 I 1 F-5 ) ) PL SEE- ATE HEIGH ELEYATIO NS.AND SECTIONS FOR F 10� PRESSURE BLOCKING SEE DIv. 06100 SHEET A -I 1 F -II J l F-12 F -13 l F -14, F -15 ) 0.# I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIretIMtNTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL_ 4. TRUSS DESIGN BY MANIIF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ON, SEE DIV. SHEET A -I - TRUSS LOADING SEE DIV. 010001.4 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.o_ UNO. 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4.vERIFY_ a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4,0 DF 2 UNO. PROVIDE CI) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LINO. SEE Div. 06100 SHEET A -I BACK FRAMING AND SO,IT AREA AS REQUIRED TO ALLOW FOR HYAC DUCTRYz_ SEE DIY.15 SHEET A -I RAKED PONY WALL ON TOP OF LOIER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL' UPSET BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS. TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. 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 DOW. BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOW. BELOW .101515 2X6 OVER=RAMING a 24' OC 2X6 CEILING JOISTS s 24' 05 D000 30 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANS 5ERING DOW. � POINT LOAD TRANSFERING DOW. W/ LOADING HANGER. POINT LOAD TRAN5FERED BY KICKER r HOLD' DOIN WITH SIZE DESIGNATION 1 ° � ey �. VERTICAL STRAP. WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STROP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION, WITH .INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE ,., > WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERINCgi � U " K E�D CALCULATIONS ARE NOT PROVIDED IN THESE DR4WINA.' P - 8 2000 PERMIT CENTER z TITLE JOB Na : 9908324 1 BASE PLN.B200 -072 I fT• -3 UT 1'� 13' -T 12' E 8 - 3 4' - 0' /. 6 - 1 92' T' Patio CONC ) P -9 ) , BOX OUT RUR B- YENT(P19) , 4040 50610 sad = . 1050 r - J.. I ` I EU t ! �`Y P -4 OV 48' HIGH HALF WALL ✓ Nook ' V NTL Kitchen —,� VINYL P -12 ) I ( j Family f CA T ) P - , = DESK 1 1 2:6 RAIL .6 WALL RETURN AR N �i� a TO BOTTOM CF STAR P \--,;(1 >_® _.. -POST I--: ,\ \ IT ,l 1 O - ?A HALF WALL UP NR F 1 . 2. ISTAL j �; D>:; 2 Cdr ^ ( F.-I2 ) \ ID � .:. 2 1 ems ,: ' I IIIIIIII �,,,�� iiiii,-� (P.m.) 2 -3 12 Dining CA al 1 Living - 12 I' , 3'40' 3' -9' I' -2 I/2' 2' -T' I • I 3 RO.444fff A ./. I I P -12) I � 3Q .' E■D�try DSO 11;13 i oPT.ma,_ FRcF 26 ` � DOORS N OPf DEH � liiiiii a 050 6' -5 12' 6' -II 1/4' ( Pte 4'-10 1/4' A -Q' 6' -I1 Covered % Landing Porch p WOOD ; COND. tT 1 i I q t P -I6 ) R'_1012` X19' IT' -3' 9 XX GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL X OF GLAZING 1855 SF 220.33 SF 118 % SF. IS CALCULATED USING THE RE(Y/IREMENTS SET FORTH IN THE U145HINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE Dap00003 4 12' SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROONS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS MI WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN„ VTO THERMOSTAT s 50• ABOVE FLOOR • u0v SMOKE DETECTOR FEE 000 WITH BATTERY BACKUP INTERCONNECTED cp 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 5EE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6055 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN Scale V0.1' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES LP -I1 OCCUY ANCY SEPARATION: APPLY (U LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS APPLY (2). LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -1 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div_ 010025 SHEET A -1 STAIR ASSEMBLY NOTES. PER UDC SECTION 1003 A HEADROOM MIN. 6'4Y, WIDTH MI. 3' -0% B. TREADS 10' MIN. DEPTH, RISERS 8 MAX HT_ C. HANDRAIL MIN. 34' TO MAX 30 ABOVE TREAD NOSING, HANDRAIL 11/2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND I I/2• MIN_ CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S)- E_ COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE '5' 0015. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE. BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DI, 010026 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5 OF TOP OR BOTTOM OF STAIRS SEE DIV 05800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO EE I8' PIN, ABOVE TOP OF SLAB. SEE DIV- 15 SWEET A -I P -2 ) P -3 ( P -4 P -S P -6 ) ( P C OVER WAL ADC TO US5 S H OWE RS WITH NO - JAENT T A MA TO' 10' ABOVE DRAIN INLETS. SEE DIV- 09250 SHEET A -1 P -8 ) (2) AMIN<s. L AYERS OF FLOOR SHEATHING OVER FR P -9 ) ) P -Il P -12 ( P -14 ) ( l P -IS (P - R) ( P -18 l P -IS ) ( P -20 ) P -21 ) ( P -22) ( P -23 ) ( P -24) I. SEE COVER SHEET FOR ALL C-ENER4L NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUALITY INFORMATION SEE DI, 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV 8 SWEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5_ SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 8 MAX RISER WITS 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SWEET A -I 18x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE- INSULATE AND WEATHERSTRIP 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_ 0100211 SWEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV_ 010025 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV- 0100223 AND 9 SHEET A -I D. 56' 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 NO51NGS. 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 UPPER FLOOR BASEMENT TOTAL 835 SF 866 SF 162 SF 1863 SF GARAGE 637 SF DECK / PATIO 117' SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS STAIRS ARE COUNTED ONCE IN CALCULATIONS_ OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. SEP - g 2000 PERMIT CENTER z ` J CIS r9 O N y�w n' rt. C7) co _ T C) N TITLE JOB NO.: 9908324 'BASE PLN 5200 -072 SHEET A3 99083.24 UPPER FLOOR /LOWER ROOF FRAMING PLAN Scala V4.,1,0. 1 ALL FLOOR JOIST ARE 11 VS' T.11 150's ® 192 c.c. SEE DIV. 06100 START FRAMMG HERE 2.6 RFTRS 2x4 CEILNG EIS t000 3O3 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES [ BACK FRAMING AND SOFFIT AREA A5. REQUIRED TO ALLOW FOR HvAC DUCTI[Yz_. SEE DIVJ5 SHEET A -I F 2 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING EMI-SER6 SUPPORTING UPPER ROOF FRAMING MEMBERS. F -3 F -4 ) F -5 [ F -5 ) ( F -7 ) l F - ) F -9 P -I0 ) F -II ) F -12 ) ( F -B ) F -14 ( F -15 ) 0 STxx I. SEE COVER SHEET. FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST CV SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL_ 4, TRUSS DESIGN BY MIANUP TRES PLAN 51-10WN 15 FOR GENERAL. LAYOUT ONLY SEE Div. 5100 SHEET A -1 - TRUSS LOADING SEE Div. 010007, SHEET A -I - TRUSS SPAN PER FLOOR PLANS TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING5PACING, 24• oc. UNO_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. vER5 - 8. ROOF TAIL AND RAKE 0vE FER ROOF PLAN. 5_ ALL . 4DERS ARE 4xi0 OF .2 UNA. PROVIDE (1). TRIMMER STUD UP TO 4' -0 SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA_ SEE DIV. 06100 SHEET A -I ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE 05 WALL' UFSET -. 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. 5CJJEDULE DWG. SEE DIV. 06100 SHEET 4 -1. SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100. SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM ExTEND5 DOW BELOW JOISTS TOP CF BEAM 5' BELOW TOP OF JOIST TO ALLOW. FOR 4-IYAC OVER BEAM AND BEAM BUMPS DOW BELOW JOISTS 2X6 0VERFRAMING ® 24 OC 2X6 CEILING JOISTS o 24 05 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TRANSFERING DOW. y POINT LOAD 7RANSFERING DOW W/ LOADING 0 HANGER POINT LOAD TRAN5FERED BY KICKER HOLD DOW WITH SIZE DESIGNATION vERTICAL STRAP WITH SIZE DESIGNATION TO BE 55ED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ExTENT OF 5HEAR WALL TYPE OF SHEAR WALL ' WALL 48OVE 7' " - WALL BELOW NOT. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. CITY CF TJI:W„ SEP 8 2000 PERMIT CENTER 0 w CS Tn JOB NQ :. 955024 . BASE PLN B200 -072 SHEET A4 9908324 SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE NICUSE FAN 100 GPM MIN VTOS IIMOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR-1 MIN., VTO THERMOSTAT + 50' ABOVE FLOOR 110, SMOKE DETECTOR PER UBC WM-I BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN UPPER FLOOR PLAN MECHANA PLUMBIN3, AND ELECTRICAL SYSTEM FOR IC L, UNITS : ' PER D IV . 15,16 SEE SHEET Al RURN A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. GENERAL PLAN NOTES FLOOR PL AN KEY NOTES P -I ) ( P -2 ) I P -4' ( P -5 P - J t P -T ) ( P -8 ( P -9 ) ) P -10 ) ) P -12 ) P - 13) ) P -14) ( P -I5) P -16 I P - tt ) ) P -IS) P -I9 ) ( P -20 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUALITY INFORMATION SEE IT SHEET A -I 3_ SEE. BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE. TYPICAL MATERIALS LIST ON SECTION SHEET N. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' G.WB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I 13/8' MINL SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DI, 010025 SHEET A -I STAIR. ASSEMBLY NOTES. PER -UBC- SECTION - 1003 HEADROOM MIN. 6,3 WIDTH MIN. 3' -0'. B. TREADS I0' MIN. DEPTH, RISERS 8' MAX_ HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 11/2' MIN. TO 2 MAX. CR055 SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL RETURN RAIL ENDS. F+! D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5) <.Q E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x x1115. C2) LAYERS g CEILING AREAS_ F. INTERMEDIATE BALUSTERS SHALL BE SPACED CA .I- W/ LESS THAN 4 BETWEEN BALUSTERS. W O SEE DIV. 01002.6 SHEET A-I. SAFETY GLAZING PER UBC, SECTION. 2406. A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING. IN DOORS C. 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 CAN FIRED APPLIANCES IN GARAGE TO BE IN MIN, ABOVE TOP OF SLAB_ SEE DIV 15 SWEET A -I COVER. WALLS ADJACENT TO TUBS AND SHOILERS WITH NON-ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS SEE DIV_ 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10' MIN. RUN IF MORE THAN /3/ RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22.x30_ ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE_ INSULATE AND WEATHER STRIP. SEE Div_ 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE um. I LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A_ DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONNFQEUT TO NBC REQUIREMENTS. SEE 010028 SHEET A -I IN ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REEQJIREMENT. SEE Div. 010025 AND 9 SHEET A -I D. 5/8' TYPE . x' GUIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36 GJARDRAIL PER UBC 5092 A_ AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B vENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE Div_ 15 SHEET A -1 PLANT SHELF ) P - ) UPPER AND LOWER LINEN CABINETS SOFFIT AREA P_23 INTEGRATED MAKE UP AIR 2.6 STUDS U/ R -19 INSULATION MIN. R CITY OF P.I ✓' ^ ' ' SEP - 2000 PERMIT CENTEF C) CO I Co CC 03 a X C L � CD O CM CO C CC TI LE JOB NO. I .9908324 I BASE PLN B200 -072 SHEET A5 9908524 ROOF VENT CALCULATION BASED ON 3 2 -112' HOLES PER VENT BLOCK . VENT CALLS B• DON L'= SECTION 15053 TOTAL ROOF AREA 8E2 S,300 .2$7 5F OF VENT AREA REa 50 % AT EAVE. = 144 a REQUIRED 50 % s 36' CMIN) ABOVE EAVE . t44 SF REQUI D 2 ROOF JACKS AT 50 SQ IN EACH =100. SQ. IN= 0.69 SF 495 LE_ CF SAVE VENTS AT 52 SQ. INJLF =257A 5Q. 15=179 5F _ GABLE END VENTS AT x = SQ. IN= ^� 1 GABLE END VENTS AT 18• DIA. =24 5a x=017 SF 2 GABLE END VENTS AT 24 DIA =58 5Q_IN =081 SF TOTAL vENT5 PROVIDED ROOF JACKS = 0.69 SF SAVE VENTS _ 179 5F GABLE END VENTS = ..0.97 SF TOTAL SF OF VENTS PROVIDED = 545 SF • AREA MAY BE 1)300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH D..DD &3O3 �> CORNER SETS 4 E?' JACK s 24' JACKS a 24' oc — UPPER ROOF FRAMING PLAN SC LE V4•.1' - CORER SETS 4 EC I GENERAL FRAMING NOTES ' I FRAMING PLAN KEYNOTES I F -I ) BACK FRMlING AND SOFFIT AREA AS 1 RECC.NIIf�D TO ALLOW FOR Hv DUCT SEE DIV.'S SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. F -2 ( F -3 F -5 1 F -6 F -T ( F -S J F -5 F -10 ( F -11 5 -12 l F -13 ) F -14 F - 15 J o� L SEE COVER SHEET FOR ALL GENERAL. NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SL-EET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNNG- MECHANICAL, PLUMBING, AND ELECTRICAL 4_ TRUSS DESIGN BY MANI.S_ TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DI, 6100 54-1EET A -i - TRUSS LOADING SEE DIV. 01000TA SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- FLAN 5. ROOF FRAMING SPACING, 24' cc. LINO. 6_ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x4_ VERIFY_ S. ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN 3 ALI HEADERS ARE 4x10 DF '•2 UA[O_ PROVIDE (I) TRIMMER STUD LIP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' 110.. SEE DIV. 06100 SHEET A -I ALIGN EDGE. OF JOIST WITH FACE OF UONN ALIGN INSIDE. FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTIO I CF 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 SUPPORE ATTIC SPACE VENT SEE CALCULATION SEE. DIV_ 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DIL. SEE DI, 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRE55URE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM CF 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 HYAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING m 24' OC. PROVIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT 5' -0 oc TO TRUSSES BELOW. 2X6 CEILING JOISTS » 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE U` POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFERING 00ILN QY POINT LOAD TRANSFERING DOWN W/ LOADING ,- y _Q HANGER PONT LOAD TRANSFERED BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION % V VERTICAL STRAP WITH SIZE DESIGNATION S TO SEE USED ON FLOOR' BELOW STxx ' -- HORIZONTAL STRAP WITH SIZE DESIGNAR,ED O SIDICATES- BEAM CALCULATION WITFFCIN OF TUKWIL 1 INDEXED NUf13ER JUL 2 3 20 - WALL ABOVE 4 '1 WALL BEENSWCETS NOTE: UNLESS OTT- ERWI5E NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TITLE JOB NO.: 9908326 SHEET A6 9908326 L. SIDE ELEVATION 9rdln TB'.P -0' 1 :12 TOP PLATE REAR ELEVATION Scab V8' =I'-ID' SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 010003) BUR-DING PAPER (DIV. 7) 30t BUILDING PAPER SHEATHING: (DIV. 6) 7/W OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) I/Y RESAWN PLYWOOD OWE: (DIV. 9) 5/8= GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP- (DIV. 7) SHEATHING (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING IV. 9) SUBFLOOR IV. 6) FRRAMING: (DIV. 6) IN SULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE: 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO WOOD SIDING (DW. 01003) 15# BUILDING PAPER 7/16 OSB OR EQUAL 2 x 4 STUDS AT I6= OC R -13 BAIT WI INTEGRAL VAPOR BARRIER or GWB FINISH PEk PLANS (DIV. 01003) 314= TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/Y RE -SAWN PLYWOOD D2,000 30: SIM M. Bdrm Foyer COMING- EEYGNO, TRISSES PER FLAN Hall FLOOR JOISTS FE2 PLAN FLOOR JOISTS PER PLAN EL J FER FLAN SEE 51TE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION Bath Kitchen (BEYOND, W.I.C. Garage Storage BUILDING SECTION A -A Sc FRONT ELEVATION Scab tra• =P� TOP CFaAIE WN NOR. I-ET- UPPER FLOOR TCP OF PLATE WN HOR HGT_ MAN FLOOR TOP OF PLATE GARAGE FLOOR RECEIVED CITY OF TUKWILP JUL 2 3 2002 PERMIT CENTER TITLE JOB NO. 9908326 SHEET A7 9908326 0 CS I in g U1 3 3,. 4GT UFFER FLOOR ` l ' G „9 /I I p b' a; Y- YJSS =7 --"-- j NORZ. SIDING TOP PLATE WM -1-1DR 1- T. II ,I I 11 @ MAN FLOOR S I ,,,B/I I-,S -II L. SIDE ELEVATION 9rdln TB'.P -0' 1 :12 TOP PLATE REAR ELEVATION Scab V8' =I'-ID' SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 010003) BUR-DING PAPER (DIV. 7) 30t BUILDING PAPER SHEATHING: (DIV. 6) 7/W OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) I/Y RESAWN PLYWOOD OWE: (DIV. 9) 5/8= GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP- (DIV. 7) SHEATHING (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING IV. 9) SUBFLOOR IV. 6) FRRAMING: (DIV. 6) IN SULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE: 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO WOOD SIDING (DW. 01003) 15# BUILDING PAPER 7/16 OSB OR EQUAL 2 x 4 STUDS AT I6= OC R -13 BAIT WI INTEGRAL VAPOR BARRIER or GWB FINISH PEk PLANS (DIV. 01003) 314= TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/Y RE -SAWN PLYWOOD D2,000 30: SIM M. Bdrm Foyer COMING- EEYGNO, TRISSES PER FLAN Hall FLOOR JOISTS FE2 PLAN FLOOR JOISTS PER PLAN EL J FER FLAN SEE 51TE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION Bath Kitchen (BEYOND, W.I.C. Garage Storage BUILDING SECTION A -A Sc FRONT ELEVATION Scab tra• =P� TOP CFaAIE WN NOR. I-ET- UPPER FLOOR TCP OF PLATE WN HOR HGT_ MAN FLOOR TOP OF PLATE GARAGE FLOOR RECEIVED CITY OF TUKWILP JUL 2 3 2002 PERMIT CENTER TITLE JOB NO. 9908326 SHEET A7 9908326 0 CS L E r \TGP OF FINISH GRADE 2' -4' L 8 I, 8' FOUNDATION DETAIL 3/4 " =T -0' NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACCFILLIG GE WALL NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP O. SLAB 3' -2' 8' FOU DATION D TAIL 3/4 "=T-O• 2x 4 2X4 TOP PLATE GARAGE DOOR 1DR (SEE FRG. PLAN FOR SIZE) NAIL SHEATHING TO HDR W/ 8d NAILS• 3' O.C.• 5142 WALL LOC. UNO. ON SHR WALL SGEU. 2 2x4 STUDS -NAIL SHEATHING W/ Ed NAILS • 3' OL. TO EACH STUD .0. ON SR WALL SUED. NAIL Bd NAILS• 3' OL. • ALL FLT$. l STUDS UNO. ON 5412 WALL SCFED- 2 2x4 AT ANT SHEATHING JOINT 1. OSB. SHEATHING (MIN) STHDH STRAP TE ANCHOR (NAIL TO BOAR FORM BEND UP AFTER COTE CURES) USE 38 -1.DO IFS NAILS EACH UNO. 2 -2X4 FLATES.NAL SHTG. TO EA PLATE (2)5B' • AB. W/ MN I' EMBEDMENT CR SHWR WALL SUED_ CONTINUOUS FOOTING 17 APA LATERAL RESTRAINT PANEL 3/8'=T -0' L TOP \ OF SLAB TOP of Fr 1 10' CLEAR •` (2)'4 BAR• TOP DAMP PROOFING ( DIV l SNT AU j, 2' CLEAR (5) 4 BAR CUNT. 021v 3SFEET A. SOLID SUBSTRATE •4 VERT- BAR • D' oc, FULL HEE NT OF WALL (DIN 3 SHEET A -U 5 YER. J- BAR •5' (DIN 3 SHEET A -U •4 HO.. BAR• D'x (DN.3 SHEET A -U 4 BAR •U'oc (Div 3 SHEET A. C.O.C. SLAB OVER 4' ROCK D cY"n YAPO2 BABRIOR 1111 =IIuI HII11= 1 • =111Ihl_IlllhI -111.1 • =LIMIT= 1 -111 r s r nuil_inm =mN M ium= =1IIIII_IIN11 = 11LIII =1111 iiNlL =- ? IU_2III 5/8Yx10 AB. OY2.(2.0 4- f STEEL PLATE WASHERS s 4'-0• OL. (DM 3 514EET A -I) EXCEPT AS NOTED CN SHEAR WALL SCHEDULE l' M.4. EMBED_ (2) 4 BAR • TOP 4 VERT. BAR •12' oc. FULL 1.EI9HT CF BALL (DIN 3 SHEET A. 4 VERT. J -BAR • V oc (JAI 3 SHEET A -U DAMP FROCFNG ( DIN l BHT AU 4 HIORLBAR•10' oc OJERW (MN) (DIN 3 SST A4) P'ERE FTYs °RAN W'FlLTER IN 24• GRAVEL EED (DIN 2 SHEET A -U (4) •4 BAR CONT. (DM 3 SHEET A -U SOLD SUBSTRATE CONC. SLAB OvER 4• ROCK Otd2 VALOR BAR I. 02000- 05050 -24 5/8'.10' AB. WU 2'M'J6/16' SLt STEEL PLATE WASHERS • 4' -0' OL. (DIN 3 SHEET A -I) EXCEPT AS NOTED ON 51- EARUALL SCHEDULE T MN EMBED. N.T.S. 03300 03/4'4-0" TTP. FLOOR FRAMING PER PLAN (DIY. b SHEET A -U TTP. EWEROR WALL CONSTRUCTION PER PLAN (DIV.6 SHEET A -D LOCATE SHEATH.. JOINT • CQT70N remeeR RIM BOARD LOCATE SHEATHING JOUR • COM. MIEMBER CRIPPLE WALL FER PLAN SEE FCRDATION DETAIL(S) STEPPED FOUNDATION DETAIL POST /FOOTING CONNECTION TTP_ EXTERIOR BALL COSTRICTCN PER PLANS (DIN 6 SHEET A -1, 4' COYG OVER 4' ROCK OVER VAPOR BA133B2 R -10 RYGb N9EATIR7 2X10 TREATED PLATE OFFSET 3/4• SEE FOUNDATION DETAILS PER PLAN eon itafralE HUI 1_111 CRIPPLE WALL ® FOUNDATION 3/44-0' 08100 - O8 TJT \ / 3/4' 4-0 Fan BOARD CRIPPLE WALL ® FOUNDATION 3/4"4 08100-03300-07_7.2 PER FLAT TIP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A. BLOCKING OVER BEAM BEAM PER FLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES 115E 2x4 SCAB EACH SIDE POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER RAN (2) CONT. •4 BAR A35 RAMSET TO FOOTING FOR POSITIVE CONNECTION PER JURISDICTIONAL FEOUIREMENT5. TTP. FLOOR FRAM* PLAN (DIN. 6 SHEET A-ll TTP. EXTERIOR WALL CONSTRICTION • PER PLAN (DN. SST A -U C'RPPLE WAIL, PER PLAN, WTN A MIL STUD LENGTH OF 14' PER LEG SEC. 2320.115 (DIN 6 SHEET A -U SEE FOUDATION DETAL(5) TTP. EXTERIOR BALL COSTRUCTION PER PLAN (DM BFEET A -U TTr FLOOR FRAMING T$2 FLAN MI, 6 SLEET A-U SOLID BLOCK. OvER SUPPORTS LOCATE SEATH.. JOUR s RIM BOARD P CONT. SOFFIT, VENT Ul' RESAWN PLYUDOD • SOFFIT TREATED MD SILL SEE FOL NDATION DETAILS IMMO IMO 08100. 03300- 10_TJI L FOUNDATION DETAIL FOUNDATION DETAIL 3/4 -0' ° CANTILEVER FRM'G AT FOUNDATION @FURRING DETAIL 03300 00000 - 23 (D3/4W OB10003300- O2_TJI 3/4" =T-0" '111111= 111111 af }�y� -,e .1111111 11111 II_II VARIES SLAB 0 STEM WALL 03300-0000048 TTPTUL EXMOOR WALL CONSTRICTION PER PLAN MAIN. SHEET A-U P AIRSPACE BILDNG PAPER HOMED ETD MB.SORT TBgR TIE TO FRAWYs EV.2 52 FT- (Div 4 SsC AU MASONRY VBEER CUNT FLAS IF6 WEEP 14OLES • 4 0.0 TTFATED MD 5It (DIN 6 STET A SEE Fa DAT.I DETAILS MR YERF7 GRADE COMO.. NOTE THIS OPTION CAN NOT BE USED AT SEAR MALLS 042OG 08100 02_TJf TTP FLOOR FRAM. FTER RAN (DIV_ SHEET A-V TTP EXTERIOR WALL COSTRI.Ca PER RAN (DIN 6 SETT A-0 LOCATE SHEATHING JOINT COMMON NEMER BLOCKING OR JOIST • WALL RIM BOAR RIRENG WALL AIR SPACE VAPOR BARR'lER DAMP PROCMG (DNA SHT AI ) SEE Fo1NDATTON DETAIS 061O0- 03300.2LTJI 06100•033o0-03 RANGIER OPTION 0 D# GLIB. 3 TTP. (Div SHEET A -U � L INTERIOR BEARING WALL (DIV 6 SHEET A. 1/2'e x l0' AB.• 4'4)' OL. (DM 3 SHEET A. SLAB ON GRADE PER PLAN (DIV. 3 SHEET - A -U VAPOR BARBER CONT. SPREAD FTG. PER FLAN (DIV. 3 SHEET A -U • 45• 0/ 4 BAR CUNT. (Div. 3 SHEET A -U FOUNDATION /FRAMING CONNECTION °FOUNDATION DETAIL 3 /44' -Or 03300. 06100 -03 3/4 “=1-0' + EXT. DOOR AND FRAME (DIV 8 SHEET A -U DOOR THRESHOLD RASHNG AS REOD. (DIN l BEET A -I) TE2vE5TRAL FLASHIG 4' CONC. SLAB OVER 4' GRAVEL BED (DIN 45HEET A -I/ 2x12 TREATED TRESHIOLD TRIM RIM JUST TREATED MUD SILL lDN. b SHEET A -U '4 VERT. RE -BAR FROM STEM WALL STABBED INTO SLAB TTP. FLOOR FRAYING PER PLAN. (DIN 6 SHEET d -U EXT. DOOR THRESHOLD DETAIL 3/4=T 0smo- 03300 -042ra FULL WIDTH TREATED MD SILL HAHGER PER MPG TTP FLOOR FRAMING PER PLAN role 6 SHEET A -U EXT. DOOR AND FRAME (DIN 8 SHEET A -U DOOR THRESHOLD FLASHING AS REOD_ (DIN l SHEET A -U NERVESTRAL FLAW. CCNC, SLAB OvER 4' GRAVEL BED (DM 4 BEET A -U TREATED MD SILL (Div.. SHEET A -U AIRSPACE TTP. VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AD BEAM PER PLAN TTP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -U iTP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV.. SHEET A -U TREATED MD SILL SEE FOUNDATION DETAILS POST AND BEAM FER FLAN FRAMING /FOUNDATION CONNECTION 3/C=1-0” oarm- os3oo -o> TJI ••e .. NISHED GRADE PER FLAN CANTILEVERED RETAINING WALL 3/4•=1 03300-00000 -22 EXT. DOOR THRESHOLD DETAIL 3/4 08100 - 08900-08_1.9 FRAMING PARALLEL TO STEM WALL FOUNDATION DETAIL 3/4"4-0' FRAMING PERPENDICULAR TO STEM WALL I2 5x10' A13 W/ 2,2,346 SCE STEEL PLATE WASHERS • 4'-0' OL- (DIN 3 SHEET A-U EXCEPT AS NOTED CN SNEARIML SCTEOLLE' l' MIN. EMBED- •4 NORM BAR D' OL r -6' CORNER OVERLAP (DIN 3 SHEET A -11 •4 VERT. BAR SAME AS STUB STEEL SPACNG. (DIN 3 SHEET A -I) TIGNTLNE DAMPFROaING (DINT SHEET A-I) • STIES STEEL FROM LPG. • I6' OL. (DIV.3 SHEET A -U 4' PHF_FT'G. DRAM6flLTER IN 24' GRAVEL BED (Div 2 SHEET A. SOLID SUBSTRATE (2) • BAR CONT. (Div 3 SLEET A -D RIM BOAR) I/2'ex10' AB. WI 250'X3/16' SAL STEEL PLATE WASFIRS a OL. (DIN 3 SHEET A-U EXCEPT AS NOTED OJ SHEARUN-L SCHEP LE l' MIL EMBED. (2)•4 BAR •TOP •4 VERT. BAR• U' oc, RILL HEIGHT OF WALL (DIN 3 SHEET A -U DAMP PROOFING ( Div T SHT AU 4 VERT. J -BAR • U' oc (Div.3 SHEET A -U •4 HOW_ BAR •Er oc 1' -6' OVERLAP ...V (DIV 3 SHEET A -U TGHTLINE PERM 'C DRAIN WFlLTER (DIV. GR BED - lDlv 2 SHEET A -U (4) 4 BAR CONT. (Div. 3 SHEET A -I/ SOLID SUBSTRATE TREATED MILD SILL BEE FOUNDATION DETAIL($) TTP. EXTERIOR WALL CONSTRICTION FER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JOIN. e COMMON MEMBER TI, FLOOR FRAMING PER PLAL 03IV.6 SHEET A -U 03300-00000-28 1 TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET LOCATE SHEATHING JOINT • COW'MON MEMBER SOLID BLOCKING • RIM JOIST a EXT. WALL PONT LOAD BEARING PER RAN TREATED NRD SILL SEE FOWDATION DETAIL(5) TIP. FLOOR FRAYING PER RAN (DIN 6 54EET A -U O FRAMING /FOUNDATION DETAIL FCCEll ED 3/4W 08800.0390001.3JI L SEP - 8 200G PERMIT CENTER. Co Q p N TITLE JOB N0.: 2x6 TYP. DECK CROSS SECTION 3/4%.1-0" NOTE, DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LE. - ABOVE FINISHED GRADE. 2x2 • 5 UT OC (CLR DIST. BRAN NOT TO EXCEED 4' SOLID BLOCK?. OVER SUPPORTS 5/4 x 4 IK CDR DCK. ATTACH LEDGER W/ ROUTS OF VT LAG BOLTS AT I6' x' TYP. TJI FLOOR FRAMING PER FLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR URN POSTS EXCEED 4'IN LENGTH SCAB W/ 2X4 EA SIDE (2' GREATER DEPTH TWIN JOISTS) FINISH LANDSCAPE GRADE TOP CF PIER RUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE ,\ `. i 1 . 1 OvESNANG PER PLAN 0 1�� ra II_�I SEE E *FRAME OVER WALL DETAIL 06200-06170-16_111 9 3/4'4 06100- 37300 -16 °SECTION ® BEAM L HEADROOM MIL 6' -8'I WIDTH, MIN 3'-0' PER UBC 1006J5 2. TREADS 9' MN DEPTH, RISERS 8' MAX HEIGHT 3. HANDRAIL MN 30 TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I 112 MN TO 2' MAX. CROS$ SECTION DIMENSION l I V2' MIN CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 10069 STAIR SECTION DETAIL 3/4' =T-O" BAFFEL EXTEND 6' ABOVE BATT NELL OR ABOVE BLO M NS. TYPICAL ROOF CONSTRICTION 2' MN CLR FOR VENTING TIP. GUTTER FASCIA PER ELEVATION (TYP. EXTERIOR WALL co NSTRUGTI(M) FLASNINa MI,1 SHEET All DBL OR GIRDER TRUSS (PER PLAN) MP) ROLF CONSTRICTION 5/8' TYPE 'X' GLIB. AS RECUIRED. SEE NOTES BELOW x KICKER PLATE 7 2X BLOGKNG WTH 13/212'♦ HOLES WTN SCREEN LEVanaN EXPOSED 15155 TAIL Daoo0 eM3 06100o7300.37 ®SKYLIGHT 3 FLARE WELL DETAIL 07300-06100-01 WALL STUDS BEYOND DEAL AST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TIP. RISE N RN DMENSICNS 3/4' PLYWOOD R1.2 115 HARDBOARD TREAD RATA EASED NOSING 3 2x STRINGERS RR.. LINO. CENTER STRIPER WITH 2 - 2x4 ST'RCNG BACK TYP. NAIL WALL STRINGERS W/ (2) 5d TO WALL STUDS 4. INSTALL FIRE BLOCKING • STRINGERS TOP BOTTOM 4 ADJACENT WALLS) PER UDC SEC 1082 5. COVER USABLE SPACE .ER STAIR WITH 5/8' TYPE 'X° G.WB. USE 2 LAYERS CEILING AREA - PER UBC 1003339 b. INTERMEDIATE BALUSTERS SHALL EE SPACED 4' APART NET OPENING FER UEC SEC 5093 36200- 06100.01 EAVE DETAIL 3/4=6 -O• GABLE END DETAIL 3/4 =f-O GABLE END DETAIL 3/4 TYPY,AL ROOF CONSTRCTION TRFI FEAR ELEVATKN BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL TH. SKIP SiEATIR WINN Rd a OL. TTP 2X4 OUi1Rl.ERS s 4 OL WITH 2X2 BETREEH FOR TROT TTP_ EXTEROR WALL COSTRICTICN TYPICAL ROOF CONSTRICTIGN 06100 07300 - 00 TRIM PER ELEVATIONS BARGE TTP SEE ELEVATKN 1X4 BACKER FOR BARGE - NAIL T.11 REA. WITH Rd • OC TTP. 244 QNRIGGERS • 0 0c. ULTH 2x2 BOWEN FOR TRIM 06100 07300 - 12 ELOCKIP AT LELIP LIE 1,4 LEDGER • NT. CELIP LIE ITYP. EXTERIOR WALL 0LTSTRUCTIO0 BALLO. FRAME GAR, F END WALL 06100-07300-13 EAVE DETAIL 3/4=T -O' EAVE DETAIL 3/4 =i-0' EAVE DETAIL 3/4=6 -0 EAVE DETAIL 3/4'.1-0* SEE ELEVATION EXPOSED TRUSS TAIL SEE ELEV. BAFFEL - EXTEND b' ABOVE BATT. NSW.. OR ABOVE BLOUN NSUL. (TYR ROOF CONSTRUCTION) 2' MN. LI R FOR VENTING HI a r5 AT OUTS C IDE FREE OW WALL UNO ON SHEAR WALL SCHEDULE 2X BLOC KING W1H f3) 2' o HOLE WTH SCREEN (TYP. GUTTER) FASCIA PER ELEVATION (TIP. EXTERIOR WALL CGNSTRULTIOW BAFFEL EXTEND 6' ABOVE BATT NSUL OR R' ABOVE BLOUN WO... (TTP. ROOF CONSTRICTION 2' MIN CLR FOR VENTING NI 48. OL. AT OUTSIDE FACE OF WALL WO ON! SHEAR WALL SCHEWLE 1X BLOCK. WITH (3) 2' o HOLES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTERI ASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION, EIFFEL EXTEND 6' ABOVE BATT. .UL. OR Q ABOVE BLOWN MIL Raf CCNSTRCTION) 2' MIN CLR FOR vENTNG His 43' 0.C. AT OUTSIDE FACE OF WALL UNO ON SWEAR WALL SCHEDULE 1X BLOCKING WITH (3) T o HOLES WITH SCREEN EXPOSED TTRJ55 TAIL \ (TIP. GUTTER) FASCIA PER ELEVATION MR. EXTERIOR WALL CONSTRUCTION, TYPICAL ROOF CONSTRICTION 2• MN CLR FOR VENTING H1e 48 ac. AT OUTSIDE FACE CF WALL .0 ON SHEAR WALL SCHEDULE 2X BLOCKING WTH (3) 2' HOLES W114 SCREEN j 1 2X8 BLOCKING TYP Mi \ \E>TIPOSED RAFTER TAIL 1 �® / TTP. GUTTER i vy I I PER PLAY ' FASCIA PER ELEVATION TIP. EXTEROR WALL CONSTRCTION 06100-07303-01 00100. 07300 -02 00100. 07300-03 ;LC PERM:T CENTER TITLE JOB NO. 13 111111111111 TYP. WALL CONSTRUCTION WITH WALL SHEATH,. PER SCHEDULE BOTTOM PLATE NALP. PER SEAWALL SOEDULE TJI BLOCK TYP. TJI FLOOR CONSTRICTION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4 1770.0607016 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3 /4 4 17o71}o6170417 ; Do �e II I BOTTOM PLATE NAIL,. PER SHEARUALL SCHEDULE PANEL EDGE t FIELD NAL,. PER SCHEDULE TJI FLOOR JOISTS PER PLAN AL. TJI FLOOR JOIST W. WALL. TOP PLATE NAIL,. PER SHEARUALL SCNEOUCE' TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRUCTION OATH WALL SHEATH,. PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4 =1-O' nomosttooa NAIL FLOOR SHEATHING THIS AREA WITH 10d • 6'oc. EDGES YO d e 10' oc FIELD BLOCK ALL EDGES 10de6'oc. PLYWOOD TO BLOCKNG BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL - EDGE - FIELD NAILING- PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 1 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TIP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE TYP. WALL CONSTRUCTION WiN WALL SHEATHUG PER SCHEDULE NAIL FLOOR SHEATHING THIS - AREA WITH Or. 10 d • S ac. EDGES 10 d • .' or. FIELD BLOCK ALL EDGES PANEL EDGE 1 FIELD NAIL. PER SCHEDULE 3T TJI FLOOR JOISTS PER PLAN TJI PANEL EDGE FIELD NAILING BLOCK. FER SCHEDULE a ALL PANEL EDGES .fl PANEL EDGE 1 FIELD NAILING PER SCHEDULE TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATH. PER SCHEDULE TY, TJI FLOOR CONSTRICTION EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS ® FOUNDATION 3 /4=f -Or 17070 3/4=f -Q i wo�soo oi + SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION SHEAR WALL HOLDOWN 11070- 06170 -10 TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAIL,. PER SNEARWALL SCHEDULE 10 d e6'oc PLTWD. TO RIM JOIST 1x4 PANEL EDGE BLOCK,., TOP PLATE NAILING PER SEAWALL SCHEDULE BOTTOM PLATE NALP. PER SHEARUALL SCHEDULE d• b' or.. FIXED. TO RIM JOIST / PANEL EDGE 1 RECD NALNG PER SCHEME TYP [EXTERIOR WAIL CONSTRUCTION W 14 WALL SEAMING PER SCHEDULE TYP TJI FLOOR CONSTRUCTION 2x4 PANEL EDGE BLOCKY EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS 03/44-0" TO FLOOR JOISTS © FOUNDATION 3 /4=f -Or 17007. 06170.02 17070- oao0 -02 fi 1 TYP UTALL CONSTRUCTION 011114 WALL SWATH,. FER SCHEME TYP. TJI FLOOR CONSTRICTION PATTCH PLATE NAIL,. PER S EARUALL SOEOLLE d NAL • 6' or. POW_ TO RH JOIST PANEL EDC < FELD NAILING PER SCHEME 10 d NAL• 6' oc FLTUD. TO TJI BLOCK,. TOP PLATE NALI . PER SFEARMALL SCIEDIAE TT, WALL CONSTRUCTION WITN BILL EAT.. F'HL SCWDIW_E SHEAR WALL PERPENDICULAR 1 + 1 TO FLOOR JOIST- OFFSET CONDITION O CANTILEVERED FLOOR JOIST 3 14 -=f-O' 17070-015170-09 3/4' =1-0 17070. 06170-11 1707008170 -24 3/44-0" SHEAR WALL ® CRIPPLE WALL 3/4".14T 17070- 03306 -03 CRIPPLE WALL (Div. 6J SHEATHING PER SCHEDULE PANEL EDGE / FIELD NAL,. PER SCHEDULE ANCHOR BOLT PER SHEARIIAI.L SCHEDULE SHEAR WALL 0 CRIPPLE WALL -> INTERIOR NOTE ALL INFORMATION a4 SHEET IS NOT NECESSARILY INCORPORATED NTO PROJECT. COORDINATE 51111 PLANS_ ffi ZS[ COOQ O 00 = QCti cc L Wm O O nwzw w.0 =FU EU Q _1dU QQ MW Q U? CL uy wb wMzP- () .Poo 0 z TDZO? Q Fogg o c °o 100 CC z z, 8A O _0 0 CIJ���QO QQZ�Q [D cz0(�z C3 0,00.0 Z_ =Z Q O w >(tw1 Q Lll w1T10 OywEc m ZFCS' QW = cer au i .K‹ CO LC) CO CD LO CD CO , r 0) C LL 0� 0) � o LO L CI) N � CO CO CV d- 17000- 03306.04 RECEIVED CITY OF TUKLVILA SEP -8 2000 ENTER PERMIT C SHEET Si TJI JOIST DETAILS DOUBLE STUD HOLDOWN STRAP AT FLOORS SHEARUALL PER FLAN AND SHEARUALL SCHEDULE &MGM RATE NAILING PER SHEAR. H SCHEME TA BLOCKNG BEAM PER PLAT HOLDOWN STRAP AT CRAWL SPACE 3/4' =1 17070•38170-29 TTP. WALL COSTRICTION WITH WALL SFEA.. PER SCHEIME DOUBLE STUD BOTTOM PLATE NAILING PER 6EARWAL_ SCHEDULE BLOCK. AND HIER BLOCK DOUBLE JOIST OR BEAM PER PLAN 3/4 Tor amO08170 3/4' =140' 16d +6'OL. DRAG STRUT CONNECTION SHEATHING AND NAILING PER 61-IEARUALL SCHEDULE 1X6 BLOCKING ROOF SHEATH. AND NAILING PER PLAN AND SHEARUALL SCHEDULE 2X4 LEDGER (1)16 d EACH STUD (1/ I6 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4=T - 17070-08170 -31 STANDARD SHEAR DETAILS & SCHEDULE 17000-08100-30 NOTE- USE OSB ON ROOF MSG PER PLAN WITH SHEATHING PER SHEARUALL SCHEDULE I6d TO MATCH SHEAR - WALL NAILING BELOW 1X2 WITH I6d TO MATCH SHEARUALL NAILING BELOW INTO TOP PLATE PANEL EDGE < FIELD NAILING PER SCHEDULE MP WALL CONSTRUCTION WITH WALL SHEATHNG FER SCHEDULE I O INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP ® FLOORS � DOOO 3O3 PLYWOOD ROOF CONDITION 3/41 - 17000. 0910018 SHEAR WALL ® GABLE END 3/474-Cr (2216d d NAIL • 4' oc • EA QIIRIGGER 8 d NAL• 6' or- TO TOP RATES <BLOCKpy 1X4 OUTRIWERS • 4 0.C. WITN JOIST NA G. • TRH{ TYFICAL ROOF CONSTRICTION TIP. EXTERIOR BWl COKSTRK:TION W WALL SWEAT . PER SCHEDULE i SHEAR WALL ® EAVE 17000-0610019 \T ) 3/4 =1-O (2) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARUALL SCHEDLE STRAP PER PLAN < SHEAR WALL SCHEDULE I -V4' TIMBER'TRAND L. RIM BOARD PANEL EWE < FIELD NAILING FER.146XILE TYP EXTERIOR WALL CONSTRICTION W. WALL SHEATH'. FER SCHEDULE TYR TJI FLOOR CONSTRICTION PLYWOOD ROOF CONDITION 3/4 T 17000-08100 -04 TYPICAL ROGP CONSTRUCTION H25 TIE EA TREES L530 s 48' d*6' ox. • BLOCKING BLOCKNG PER ARCH DETAILS A35 CLIP PER SHEARWALL SCHEDULE Dn� DEC 2 ` `n TTP.. EXTERIOR WALL C015TR1GTiON WM4 WALL SHEATH'. PER SCHEDULE NOTE: ALL It1ATION ON 7615 SHEET IS NOT. NECESSARILY INCORPORATED INTO PROJECT_ COORDINATE WTN PLANS. 11000 - 06100-05 T RECEIVED ri 7F TUKWI;A SEF 8 2000 pE MITCENTER _ ♦ co op ,r � v SHEET S2 TJI JOIST DETAILS 02108/e0 SHEARWALL SCHEDULE 341.1 IIVni 9 `a 341.1 IIVN 9NIIIVN 0003 'JNI'IIV'N 0111A 9NI)0010 3°003 01109 JOH0N7 3171.1 IIIB 010101 0 9N111VN 'l4 401 01 91 BLOCKING TO TOP PL. NAILING TJI JOISTS 9N1110N 01V14 WO1109 dH MO 01100000 6 0701 0'1001101'10 1/2 ;R: IDE 5d TES 5 48 COOLER FOR VT YES 5/e' • 48 SIDE G2 -1 1/2'&113 TIO 50E5 6d YES 5/8' • 48' 20' 16d • 8' 16d • 6' G2-4 OR COOLER YES 5/8' • 48' 20' 16d • 6' ibd • 5' 50 GOB TWO SIDES FOR 5/8' PI -6A YES 55' • 48' 20' Ibd • 5' Ed • 5' 60 PLF FI -6 YES 5/8' • 48' 14' 16d • 5' iGd • 5 240 PLF PI -4 146 OSB. YES 55'. 32' ; 1yd • 4' 16d •4' 350 PLF PI -3 ONE SIDE YES 5/8' • 24' Ibd • 3' Ed 03' 450 PLF PI -3I0 USE 3L STUDS PANEL EDGE T 545 PIS PE -2 USE 3x STUDS YES 5/8' • 6' TM' OSB. TWO SIDES (2) ROWS (2) ROWS P2 -4 STAGGER SHEATHING JOINTS 05(2) STUDS e .YES. 5/8' • E A35 CLIPS eT' . Ed • 4' Ed a: 4' . ST.GERED 100 PLF PANEL EDGES _ DBL. SIN (2/ ROWS (2) ROM 52 -3 'YES 5/e' • 12' A35 CLIPS •5' Ibd • 3' 16d • V 5TAGGERf0 500 PLF DBL. RIM UETERHAUSER (2541-4 HARDBOARD, SIDING OR E(31AL CcU'U7oP, NO 55' • 48' p' 168 • 5' Ed • 5' 202 PLO PFR .CPO WPM 736 SEE FOUNDATION SHEAR WALLS FOR ALL CONCRETE HOLDOCENS. LOWER SHEAR WALLS Scab V8' =1' -0• 111UBAlt itenaEIDNT FOUNDATION SHEAR WALLS Scale V8'•1 -0' SYMBOLS & LEGEND G� POINT LOAD iR01 ABOVE PONT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERNG DOWN POINT LOAD (545(1 ERING 00554 WI LOADING • HANGER , POINT LOAD 55455FE BY KICKER HOLD DOWN WITH SIZE DESIGNATION °'Q 3 vERTICAL STRAP WITH SIZE DESIGNATION TO BE .ED ON 1 -T-OOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICA D BEAM R CALCULATION WITH INDE NUMBE �t - -- EXTENT OF SHEAR WALL \� TYPE CF SHEAR WALL 1 , WALL ABOVE EM252E WALL BELOW 401' UNLESS OTHERWISE NOTED, ENGINEERING AND rAL n LAT.. ARE NOT PROVIDED N THESE DRAWN.. 4 ®TYP - 5 sRlw1 ® PE6IGNATICN8 • M PS - II T ® r T P , s I P I ,.. DEetciJATIE NO I ` anal II I l MAIN FLOOR SHEAR WALLS Scale 25'=1 -0' SHEAR NOTES UW.E55 OTHERW5E NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR. DESIGN CRITERIA GENERAL NOTES L ALL 5HEA@UALLS 574004 ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 5HOU.N SHADED). 2. ANCHORAGE IS FOR SHEAR... I S(PANELS.) ONLY, W PORTIONS OF WALLS ALE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED o 16' 0.C/MIN) PER TABLE 23 -I -Q 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN GEAR DETAILS DO NOT APPLY, FOLLOW MIN. UBC. REQUIREMENTS. 4, PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. S. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF NOLDOILN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM ESEAR5UAI LS SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING:. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING: OFFICIAL ROOF 4 FLOOR SHEATI4INCs L ROOF SHEATHING: 146 05E1 AP4 RATED SHEATHING (24/0) LAY UP 111/ MINIMUM 1/S' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND f2' oc AT INTERMEDIATE SUPPORTS. PROVIDc EDGE CLIPS . 24. DC_ • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPI-IRM7 SHEAR =180x0.82 =I42psf 2. FLOOR SHEATHING: 314' CDX TtG APA RATED PLYWOOD (4824) NAILED AND GLUED ADHESIVE SHALL CONF050I TO 424 SPECIFICATION AFG 0L PROVIDE TSG EDGES AT LONG PANEL EDGES. NAILING SHALL. BE IOW AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE OL4P41RAT1 SHEAR= 15x082= 111psf 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END DO003Q inimuswarr MAW- IREMIZONT UPPER FLOOR SHEAR WALLS °L Z j Jf Scab 1/851 -0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS RECEIVE[ CITY OF TUK': sty -- S LOGO PERMIT CENTER Q 03 0 co TITLE JOB NO. 9908324 BASE PLN 5200 -072 11997 UBCI SHEET S3 9908324