Loading...
HomeMy WebLinkAboutPermit D2000-302 - FOSTERVIEW ESTATES - LOT 25 NEW SINGLE FAMILY RESIDENCED2000-302 sterview Lot 25 13705 43 P1 S Parcel No.: 2612000250 Address: 13705 43 PL S TUKW Suite No: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: FOSTERVIEW ESTATES - LOT 25 Address: 13705 43 PL S, TUKWILA, WA Owner: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 5308, EVERETT WA Contact Person: Name: JOHN KAPPLER Address: 14311 SE 16 ST, BELLEVUE WA Contractor: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 1059, SNOHOMISH WA Contractor License No: DUJARD *204L0 Public Works Activities: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm DEVELOPMENT PERMIT Private: N Private: N ** Continued Next Page ** D2000 -302 Permit Number: D2000 -302 Issue Date: 05/01/2002 Permit Expires On: 10/28/2002 Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Phone: Expiration Date: 12/16/200i DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,689 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 162 SQ FT UNFINISHED BASEMENT,627 SQ FT ATTACHED GARAGE, 192 SQ FTO COVERED DECKAREA AND 56 SQ FT UNCOVERED DECK AREA. (BASE PLAN NO. D2000 -073). PUBLIC WORKS ACTIVITIES INCLUDE :access, land altering and storm drainage. Value of Construction: $164,088.96 Fees Collected: $1,939.25 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 300 c.y. Fill 38 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Public: N Public: N Printed: 05.01 -2002 U 0 O < W W O; 1 a Z ;W W 0 .�s, 31 W W. -- W Z 0 O H : Z Signature: Print Name: doc: Devperm City of Tukwila D2000 -302 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ~ Permit Center Authorized Signature: I / _ oellee / ,/ Date: .." Z 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 or he perforr a of work. I am authorized to sign and obtain this development permit. I -a �1i Alb Date: 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 ..msrr.•nir!aem U 0 NN NW: W 0; IL. AC' . t--W I . Z I— 0 0 N= 2 V, u. W Z `= V - 0 Parcel No.: 2612000250 Address: 13705 43 PL S TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 25 doc: Conditions City of 'i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Permit Number: D2000 -302 Status: ISSUED Applied Date: 09/08/2000 Issue Date: 05/01/2002 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. 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: 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). 6: 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). 7: All wood to remain in plac9d concrete shall be treated wood. 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 10: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12: 13: 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. 14: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 15: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to 02000 -302 Printed: 05 -01 -2002 the Inspector for prior approval. 16: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. 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: Print Name: doc: Conditions R City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D2000-302 Date: Printed: 05 -01 -2002 U 0O N 0 W W, u , W 0 . in IL 2' 0 .' Z Project Name/Tenant: FbbfU'Vl ec J �7c fts �b Z •s Value of Cfstructi 16� 0a8 Site Address: City State /Zip: 137 05 t- 1?wct et. Sc,L'th Tax Parcel Number: 2- la 12-00 — v 2-s b Property Owner: rh46 C\rcki h IQ V (P2(nyo wiik'f - 6_, . Phone: 425-.• 33 -s-bi9 Street Address. City State /Zip: F-D. 6 o 8 FA, er•2tt Wiar cifi2042 Fax #: '-t . 33 - gbLi i . Contractor: 0 .. .ta IL 0 ' e.1 ♦ CID . Phone: 00470 V Q Fax #: O4 J1cs 4 o 'e. Street Address: w City State /Zip: al.lo to {). Architect: , • ckvtoler Ar'G4v P. . 42S- tau t- S3 , Street Address: City State /Zip: 1 `131 l SE l CC. 5 - t - ?elltu wt.. WIN. 1SOb7 Fax #: L(7 . la 4 -(l - G3 l En ine g l C , � 1 VkSS � C.. Phon i{ 2S 7 711 • Ca2-1 2- Street Address: City State /Zip: 1$S" b - 1 toilet 140.e W . Sip D Falw,w►as wit' /f+D2la Fax #: '-CLS• 17G.023 (a Contact Perso • 1 i4- ,iiv_o7kwe> Phone: a. lop v e Street Address: City State /Zip: cbu 0 e Fax #: oLb a v e Description of work to be done: N tw S -- B ota'e, Pl aI■ b2.m o o — 0 Type of work: EN New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 'a Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: t 8 y 9 sq. ft. Dwelling 2.4- sq. ft. Covered Deck(s) k? 3 7 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) i liii 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 TUKILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANVREQUESTtFOR PUBLIC WORKS,SITE/CIVIL PLAN REVIEW OF THE+FOLLOWIN .� `,�.� �:f'(A'tldltlonal." rev /ewsshalfbe''defermtried by�fhe :Puti`IIc,Works�Depa'rfinent) �,�E�" ;�Yt ❑ Channelization /Striping ❑ Flood Control Zone ( Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: If Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Land Altering: Cut3C 9 cubic yds. End Time: ❑ Sewer Main Extension 0 Private El Street Use Size(s): Size(s): ❑ Water Main Extension 0 Private 0 Public Size(s): 0-Fill ?i cubic yds. 0 Public Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: —$ - oI PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 :. rl , i'1v�` "p�.","t�i \.s- tYrS'y -.;ii ,ryt�s i..,.. SAT^+.., ..Mt., n . , .. ..t^k��+:.. ."!`�fp,M*.P,^,'•', .. F• z STAFF USE ONLY Project Number: Applica taken by: (initials) z '— • w JU O 0 co 0 CO ILI J W O 2 u-? = W = Z F. t- O Z W W 0 (L.) O F- W W H �O W Z O '— z 'BUILDING;OWNER:OR AUTHOR /ZED AGENT: ' Signature: Date: Print name: S� 0.1\g-a. U o Phone: Fax #: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDR.& TIAL PERMIT APPLICATIONS MUS -rE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARES JY A REGISTERED ARCHITECT OR rtOFESSIONAL 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 -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. • ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). -4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ . Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized, Agent If the'applicant is other than the owner, registered architect/engineer, or contractor licensedi by :kki the State of Washington, a "notarized letter from the property owner authorizing the agent to submit this permit application and -obtain':thepermit will be required as bait of this submittal.' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. z w D: -J C.) 00 ❑ W= F- U) w w 2 g ? I d = w F- z � H 0 Z w U 0 F- wW wz U2 F- 0~ z TRANSACTION LIST: ACCOUNT ITEM LIST: Current Pmts doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 2612000250 Address: 13705 43 PL S TUKW Suite No: Applicant: FOSTERVIEW ESTATES - LOT 25 RECEIPT Receipt No.: R020000570 Payment Amount: 1,539.25 Initials: SKS Payment Date: 05/01/2002 10:54 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT Amount BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Type Method Description Payment Check 5074 1,539.25 Description 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 Permit Number: D2000-302 Status: APPROVED Applied Date: 09/08/2000 Issue Date: Account Code 1,357.75 15.00 15.00 89.50 37.50 20.00 4.50 Total: 1,539.25 Al.. C!. 62 Printed: 05-01-2002 t uP II Q, UJ Li! COUJ (/) uj D' 1.- ILI I- 0' Z LIJ 2 D , co 10- p- UJ I 0 . Z w 0 - 0I z 7 .Cbb 302- - tic 1 *i4. *•1 44•A4 *14 k* de?yS *h **4.tk4.*4s1ke! 4.4* 4 t! 4 4! 4 4. *4: A:dn!t! 9 A 4 CITY OF iUKt1Il f3.. 1,4t TR4NSI4I I' 4. 44 . 4 **i!4.4** * * * * * *1.fi *44.4.*tl1 ** 4.4.44.4! *k4*44. * *4 ** 4.A*44* **.14. *44.4.4* TRANSMIT ilitsibei': R9E3()0:156 Amens - 14: 400.00 03/08100 14:46 Pa} met7t; Methir. d : CHECK "latat; i ort R1.UJARE) N C)c VELOP xn i to (UI.H P krt6tit Nt): D2000-302 1y,/pe: DCVI''ERM UE'V! L(JF'MC"NT r I..RMa:I' Parcel No: 61 :200-=02',:,0 Site Address: 13705 43 PL Total Fees: 1.:762.5 This Paym :n1 400.00 Total ALL Pmts: 400,00 Hal once: 1 .;362.2'5 +l4* 441414 * * * *1 d*4 *t * *A t41t 4, * *Aa fi*A4lh 441134 * *: *,ttS ** *14!44! *k *it A4. kdc* (CCout11 Cede 1>es c r ipt: Amount C'00/345.830 PLAN CHECK RES 400.00 �Y )C b 1770 09/11 0 710 TOTAL 2000.00 ra ,nti�kv ii`ia°ayi,iii+�•:t 121ti 2FP i4 t:�'�r `S:ct;7Fa ;fitit�tu ;. k+ac ..:ri ,c;w9 2 ; 0 0; co CV w O; g Ji LL < . N LLI o w w; 3o U N ( :0 Ill w! w Z U rz PERMITNO.: l) ?-O 3 0 Z BUTLUTNG$ERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/tvlpdular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel 00095 00100 Footing Drains Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing le 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing in 00550 Exterior Wall Sheathing 0 00600 Masonry Chimney 00610 Chimney Installation /All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation or 00803 Glazing Inspection 00815 Lighting and Controls ❑ 00900 Suspended Ceiling R 01000 Interior Wallboard Fastening 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 01700 Final- Building • 01900 Final - Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete 0 04008 Special- Insulating Cone 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: I OSierVit `v `S L 2S CONDITIONS a 0001 No changes to plans unless approved by Bldg Div • 0010 Special inspection required, notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 00201 Structural observation shall be provided for this project , ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ , 0024 All spray applied fireproofing shall be special inspected E' 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall 0 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TtvIC ❑ 0041 Ventilation is required for all new rooms & spaces es 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 ID 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TIvIC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot' ta Plan Reviewer: Permit Tech: ,0 c Date: ''- 2.--7 Date: tO -2A -00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date Called: Pr i Zt- , A P VieAg ES"Vei Tfs p1- s. Special Instructions: 1--6 f P -7 Type of Inspection: - I - 7 4) Date Wanted: Requester: •S -fQJ Phone 25' Approved per applicable codes. INSPECTION RECC I) Retain a copy With permit (206)431 -3670 Corrections required prior to approval. COMMENTS: ( � l ` l P 1 1 v , y.SU t p f o Vr 1 $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.: kaL .'a.,77r. Q,.eti:,'r.1.A,.Y $1654.4,4„ Viii 4. 6h f +`':'.�.k andri'iGt:"ul.5 Z 1— i t U O• co 0 w W 0 g Q i„ a Z � Z 0 ', W ; -4: o .Z ; 0 UY O z 7 rvei - io ?' - 7 5 ct: /eiE) Typ Inspection: .naiirio Ay 3 z/3 , 5 Date /C 0 hi Special Instructions: Date Wanted: a.m. p.m. Reque ter: Pho t : s ( 04 INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION COMMENTS: Inspector:A „( 9rt, s") Date: /7 / '- // Approved per applicable codes. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECD Retain a copy with permit 'P2tC0 PERMIT NO. (206)431 - 3670 Corrections required prior to approval. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pr f-k - vi t W Addres�s:7/ t R f) S Special instructions: •, Type of Inspection: Date called: Date wanted: l t , : am p.m. Requester: _ 2,4. " [ % o :'. Phone: COMMENTS: Sp ector: Approved per applicable codes: CAS, 50 , / INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431- 3670' >: Corrections required prior to approval. Date $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee be paid.:'. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . , . Sas s + 3 � ; � : . � n + 2 . Y 4i <e" �. F >; Ltiol 2blikaiar "' 41 Y�1a�r :at,Uay. Z Z re 2 6 J 0O CD 0 W W =' u_ W 0 g Q `. Z �'. I— O Z I D U co CI 1— W W ` Z 1 • ' . O . . 0 l" Z ;5. 1 Retain' current inspection schedule_ . -Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits:. )C rte` Si Authorized Signature Suite # 1 ?)0\ Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4,404 • Fax: 206 -575 -4439 rJ fF ti!� 4e n4y ;.:) { : r�,� 04.14.1 ,41 ii {9Jy` e. W City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. 3t'a'L z re 2 /1/ QQ � J V'. U0 U 0 LLI 111 H. u_ w O g u- < N d ' W ' H = Z � I - O Z F- U N 0 I- W W u. 0 , 11.1 Z U N! F- _ O Z Project: 1 r( cYri ' — /,: i . Type. of Iptpection: 1/ / L//T Cr � /f�o4 r c, Address: Dat I Special Instructions: Date Wan d: Requester: t 7/ k-- t/ Phone No: INSPECTION RECCD3 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300,Southcenter Blvd.; #100, Tukwila, WA 9 188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: e— ((0 / z UO moo. W = —I I- S u- WO . 2 g J . u_ a .. a ' H W H C) F—r V O O u O 1--` Wm W `: • U l co 1- F O Pro ect: L0 7' Type f Inspection: 6 ,' /iN5 -1 M. / /�-zu a iz s 9 g5" 4 yOL s Date ec ca led: Q Special instructions:. . Dafe arit • a.m. e k '0 Req est ': '.. 1r 4. , � �lX// P si " - - 9 o INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47. REINSPECTIOPFEE REQUIRED. Pr or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'W.a:w+,.C'i:'..n {1�1 11K�h .4. ;. �lefa�. Y::33r1i4 b INSPECTION REC Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd, #100, Tukwila, WA 98188 Address: \`70 5 Special instructions: Type of InspectionAf Date called: a Date wanted: _ a.m. Requester. VIM C' P(., Phone: Approved per applicable codes. COMMENTS: f rived El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: (206)431 -3670 Corrections required prior to approval. n vti..•„ �Iciii�tA :^' " 'vAct0Ar tdhrZ?tyr.,NA.�G,Ct, �f's"d tr/ '' - 'k:4?441a434:4*Yek N.% Z!. W • JU i U O; to w W C O W O 2 g Q '. N di I- _ Z I--; I O Z I- UJ ta 3 U . i0 - ; • 0 I- uJ O , • Z ; ( L ) • ; O INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Proje t: 4) 0S4 hr \/' '4) 1 -A71 S Address: Special instructions: Type of Inspection: Date called: 8 - 02 Date wanted: a.m. -02 p.m. Requester: e ° Phone: El Approved per applicable codes. COMMENTS: vv* ru. aV\ << h or, 1.0in I . cn,nn 1 r c1u��P� "\\ r n U' nv_ 4,5 vu \.c1 C 01 imp Lek F V G v,g I ti O ic 6 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: INSPECTION REC Retain a copy with permit sT• (206)431 -3670 Corrections required prior to approval. 4.014a0 i.� F. .Cdv. ffit> � - F.{. °Si:&544 1 ,> 0O; CO 0 CO W O. 2 Q, v ' I W . z ' O , ▪ W 2 0 U co , i W 0 LL 8 O ; l UN o � Pxect: � cs e j`, �� PC � ,= L f5 ``p s i T r aqi. ' °7�P, ddr i-15 pL Date call Special instructions :. _ -: Date me Reques C-74., Phone; /' INSPECTION REC (1,�,/ Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,. WA 98188 Approved per applicable codes.‘ L ii_'!:.x�ot:. ;t r , . :k :i a:uz:ay...Y i..�;.a�• . V 1 i:C 1, 1 Corrections required prior to approval. v S kvcotn. de) frt. Date: / z „. $ 7.00 REINSPECTION F REQUIRED. . Prior inspection, fee must be paid 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: QQ W . J U O N W I' CO IL W O` 2 g J; IL. *X N O ! w;. Z � : t- Z � W j0 w u o z 0 I Z Project: y , , 1 „, / 1:? r ie (0 — ' 1_ 1Y7 Typc-of Inspectipn, _ 4, /r((- Di 1k' A 5 z pt....... Date called: Special instructions: _ Date_ / 0c? a.m. Requesjer: C - 76r LI , , n IDs - -336— clip 0 INSPECTION NO :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit O „ at 7 PERMIT NO. 0_9 (206)431-3670 Corrections required prior to approval. COMMENTS: , • • Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: t• Projec r //j ( f t 0 La T of I s t'on. -� ( ]�; � rhM� Izr'b Address: - 132 5 . E P ` p t e le , ( 09�� b : Special instructions: Date w ted: (0 p 7 /0� P.m. Requester: C-'7/,Z r .- 5 3 n - .off • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,. WA 98 8 Approved per applicable codes. COMMENTS: $47.01 REINSPECTION FEE RE at •0 Southcenter Blvd., Suite INSPECTION REC (3Tc6 Retain a copy with perm r Date: Date: D2Gop 304 PERMIT NO, ;(206)431-3670 Corrections required prior to approval. UIRED. Prior to insp /ction, fee must be paid 100. Call to schedul reinspection. W. s( i. :+ i':h^':E''�:1i4...:i:'S;.ris� TO..:.`:?.f..' �6�i;`'' s«.*`.'= h+ s its`xQihu.'�RY.b�i76AtS::.;i:'' ;'K..c�' E.i�_: fit, 4:;.•.et+:.c:::. u .41:441.11,16.0 aa::ii tOr {,'b,m14g. '4,$ I" 2 , ' i '' U : t� 0 co O WW J w O Y.? d Z F— O Z LIJ 0 O ! O tn 0 I- W W' l.. Z ! U O . z Project: roster eW ,FS,F54:(2-1; es Type of Inspection d wh he i» Address: 13 745 �/3r� P1 pouf Date called! • b -/ 2- U 2 ' ;,.. Special instructions: Lot 25 Date wanted: - b 13 --°2 a.m. p.m• Requester: i � Phone: 1 / G --319 _ Z INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved per applicable codes. b <^ (206)431-3670 Corrections required prior to approval COMMENTS: r Tc eirkiAlZ A-0.4 A S �J• (31 AX11.1A 10 , �rlti.'� p S l6. Inspector: 6V $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: . ir��;:: �, d.._ a+ n..,€,, a. �,. u�..:�r:.;,,�.1�. <�'•¢.utu x��1s�t; %yiw�r.Jr3:• i�"E1nhRi%.t >R xb a�i".4iMk 4'a1, re 6LI 0 tn o W N U- w 00 11.4( rn a' = d I- Uj Z Z0 0 O 0 co, I— ; w LI o Z `. U N' 0 ~ Z INSPECTION RECO �± I Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 - P5- Address: 1.370. 9 pi 5 Special instructiohs: Typ f Insiection: r'D t / Of . p.m. Reque et r o Ph )-Ps -- - - 3/9 ,71 7 7 COMMENTS: Approved per applicable codes. (Inspector; Date: (1)-13-02 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Lf, (206)431 -3670 Corrections required prior to approval. t rainttoa' re 2 00 N0 ; W LL' W 0 : g,-, I- W , Z �', 0 z I- 0 w V Z U - 0 1 Z P ect• Typ nspection: I rtro c �-� 1 ' �' Date tied: E=1:3 E=1:3 /UG f/ oz Special instruction :I Date wanted: / (N/ p.m. Reque� e Pho e � (n 7 /� ,Q G INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: or: Receipt No: Date: 7.00 REINSPECT! FEE REQUIRED. nor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C I to schedule reinspection. Date: INSPECTION RECD Retain a copy with permit O? -3 c ,-PERMIT NO. (206)431 -3670 C orrections require prior to approval. ^: tydrl$ u' �L?.,' �0�r1'l iSSEli�s# ek# �. 9WdZ 'ki:;ifSfsU24KU!'�*A3ViiJ.7F 9:Sn� K},Ll,a..tl.f�sti�. Pro ect: F � 1 -n 1 - a5 Type of Inspection: po o rb Address: 3 05 13 Pl. So . Date called: C-16-01 Special instructions: vi ,,, 9:00 a m P , , . I ted: r � MOndatq 5 ,20 -oa a.m . p.m. Requester act) Phone: i 331) -. 9 (004 �... ... .w 'CI0111oN....• . INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicAble codes. Inspectors .N ___s ..._w_.►. «. (206)431 -3670 Corrections required prior to approval. COMMENTS:�'� �.f pr .-Gnat i C v^ sor vPie) VS p, ro cj , . t fi\-e r l rowl S U t vt'∎ Or ;PC•P -P t^1' G fp Dr $u9 3amiLv, c`o20_ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w.�.rwr► +... 3 ;:,`/P: " tta.$r ^..h. icFS�:2.a+,d�..�a+i:. .. si...�. .f.na.. .. _. _... ,u >n.,.�. rn.:',.kv;i�wk:fe&uiuG(S ` .'. : to 1A'utstiiBG faii aaSitiiS ;wd+z,.,,tf.1'.?�i+f4xia2 LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lyndon, Washington 98264 (360) 354 -4629 ��r�vi� � S7�rres Lor a5"-- ' v /4, a-/) /4 F ,9 /02160 OA? i r� Twl' RECEIVED OCT - 8 2002 BUILDING DEPARTMENT 4 -o L';c.r (J,c> Lvs4L (�5 73 37 51 s wS 51.4i1 w f— C I(',v " /„) 3 oz i Penhsllagon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City ol'Tukwila 6300 Southcentcr Blvd. Tukwila, WA 98188 Subject: Dear Dave, po:'Yri9lGU; t 0`.doe3dW■eLu,.o,:f Federal Way I•issoci May 21, 2002 Staking of Home Foundations Lots 25 and 26 at Fosterview Estates 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. Reeards, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor Kirkland 750 S !at! Slreel Soulli , (aklard, WA 98033 P. 125.627.204 • c 42.i 827 5043 425 - 027 -5043 RECEWED ocr - 8 2002 BUILDING DEPARTMENT Cie Elm p TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 25 Tukwila, Washington October.2, 2002 Project No. T- 1515 -2 Reference: Plan Review, Fosterview Estates, Lot 25, prepared by Terra Associates, Inc., dated June 15, 2000 Dear Mr. Bumstead: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 25 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: • Foundation subgrades • Final surface stabilization Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 25 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra ©terra- associates.com O. Sincerely yours, TERRA ASSOCIATES, INC. Bernard P. Kn Geotechnical Mr. Gary Bumstead October 2, 2002 This work was performed, and this letter was Company. We trust the information presented is sufficient additional information, please call. BPK/AB:ae IexPoks' ;, 1219/0.3 No Footing Excavation Examination Report Mr. John Kappler, Kappler Architects prepared, specifically for the use of Dujardin Development for your current needs. If you have any questions or require Project No. T- 1515 -2 Page No. 2 re I • 'u��': J U U0 : N U W =` J LL w g - -J u_ cn = FW _. 1— O z � co 0 H w w w z `. D H z { FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 /c1 %Z PROJECT NO /5 2 PROJECT NAME: FoS n_ v11 E - Z - PROJECT LOCATION: CONTRACTOR. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: l t+E hr,f>L s7):1-77:13 F-776 ,Uf' fb26 Wi 774"r3C!5 • �cI • 5717' a 4 44 War irrvies 17/ Fen r) P o711 )(1 .4,r ).4 1 err CcA) re.E.1775 P C.�4cE ,n c�rvT. 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 f. ... tion areas due to construction activity or rainfall should be removed prior to concrete placement. btlihe tt..t SIGNATURE RE gktte-4 P. ICN4 TERRA ASSOCIATES REPRESENTATIVE Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 TERRA ASSOCIATES, Inc. REPRESENTATIVE: 5 TT C COPY TO: L0 y Sl,-r. /f ,-rm ii / FOOTING EXCAVATION FIELD CONDITIONS NOTED 1.-c_ c41.41-1. Fan 77 Ne5 .•47ec EKr1RE HOU SE F-0 area 16).r FcoR S /NGLd< - F 'C.,' HOrh isf S •k I3A W A - S E 41./-t' Z / r ON i LOT 5 2 S * ' Z ' . 7V 20 PL'f,'7 Mt7U ,Q L-fv SE N4 5# N4 >' 5 LT 'To .5.47.t4 Y 51 C.T Wt77/ CC AY G pBt?t�__7 . 5v PPOle.7 - 4 COO_ I' /3c.,1(...101 Ne„ %os . [ , 1 G s C e t 4 1 1 A Non.IE YYCz4 /n/G.. FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 /c1 %Z PROJECT NO /5 2 PROJECT NAME: FoS n_ v11 E - Z - PROJECT LOCATION: CONTRACTOR. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: l t+E hr,f>L s7):1-77:13 F-776 ,Uf' fb26 Wi 774"r3C!5 • �cI • 5717' a 4 44 War irrvies 17/ Fen r) P o711 )(1 .4,r ).4 1 err CcA) re.E.1775 P C.�4cE ,n c�rvT. 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 f. ... tion areas due to construction activity or rainfall should be removed prior to concrete placement. btlihe tt..t SIGNATURE RE gktte-4 P. ICN4 TERRA ASSOCIATES REPRESENTATIVE Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 TERRA ASSOCIATES, Inc. REPRESENTATIVE: 5 TT C COPY TO: L0 y Sl,-r. /f ,-rm ii / 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) 4 --, 1, q 14)4 ^ _ i a . SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / - '� N/A t0 ■ 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 In t. iribURANCE COMPANY has placed the documept of record as n customer courtesy DUJARDIN DEVELOPMENT COMPANY ad accts no ;lability for Iho do uottgi! r valtd�ry of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 4 V3101 041V78/:=1)0ic4S36041162( See Attached • Assessor Tax # not yet assigned M 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 %WMWARDU rWOSTER2NDAMEN D JMO.DOC II I ' II fill II III I I I I I I. I I II I i p III II tlI II I W ii II II I � 111 1 I I l q 11 III 1i I I II II IIII lil III IIII II II I I I III IIII lll c0020314001 III IIII PAGE 00i TITLE �gOPC gs III IIII 03/14/2902 14'32 1 00 KING COUNTY, Wq 1 Da000- 30D, gyli!SK' ,.. k7?tn'+'n+tK�YN1:,+9ti.M1,. _ fMIXV?�AIf+»tit sltNf +x+MR' • ug� 00 N 0 W = J H' w 0 ' J ' = d 2 z z I- iu 2 o V 0 � 0I- I U . — O .z . Cu co 0~ z co tk, w 0 This Second Amendment to Declaration of Protective Covenants, Restrictions, 2 Easements and Agreements for Fosterview Estates, a Planned Residential Development (the a "Second Amendment ") is made this 5 day of `4f1 2c.14 , 2002 by Dulardin rn o Development Company, a Washington corporation ( "Declarant ") w CHICAGO TITLE INSURANCE COMPANY z has placed the document of I 0 record as a customer courtesy z 1- and accepts no liabi6ty for w ut RECITALS AND DECLARATION the aacsurraC Or validity of v = O' ..... A Declarant is the developer of the real property and improvements thereon legally ; o c.,-, described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The W w` 01 I C.) is compnsed of all the real property shown on maps recorded with the King County . � ' o under Recording No 20000505000735, Volume 194, Pages 062 -065 w z U Ni B Declarant previously recorded that certain Declaration of Protective Covenants, ir_ x G Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted ,n its entirely and replaced with the following Y \WPNDUTARDINWOSTE R2NDAME N D 1MO.DOC SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS W FOR FOSTERVIEW ESTATES, • 3 A PLANNED RESIDENTIAL DEVELOPMENT o y o w =' J 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 drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundanes of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 7. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be in the best interest of the Owners 2. Maintenance Res onsibilities - Retainin ' Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows Y WWPDUARDIIN'OSTER2NDAMEN D MG DOC 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall 3 z z 2 U O o! w =' w 0 g lL <� cn _ v I- W z ' O Z '--, la P o I-- IV O u i z z Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue m full force and effect and are hereby ratified by the Declarant DECLARANT: (Punted Name) Its Ai ,'S. — can STATE OF WASHINGTON ) cn )ss. COUNTY OF KING ) On this day personally appeared before me NU\`O `,A.kelotte, to me known to be the "' YR.ES tOS my' of Dujardm 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 therem mentioned, and on oath stated that he was authonzed to execute the said instrument yy, GIVEN under my hand and official seal this L3 day of / /i ilieGL4 , 2002 Y 1 WRD WAREUMFD.STEB3NDAMHN r*JMG DOC CI BCAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of tha document. . oftA r ) tsdr- (Print Name) Notary Public in and for the State of Washington, residing at ttLE: My commission expires -16 -0 3 4 uj CC a J U U 0 N NW W 0 g � • d Z �': H O Z O O I_ al W lll Uco 0 z Y \\vPDUJARDINWOS ER2NDAMEN D NO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosternew Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CNECACO TITLE INSURANCE COMPANY has placed the document of rccnrd is a customer courtesy and accepts no liability for the accuracy or vandtty of the document, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 261200 - 0070 - 01 261200 - 0080 - 09 261200 - 0090 - 07 261200 - 0100 - 05 261200 0110 - 03 261200- 0120 01 261200- 0130 - 09 261200- 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200- 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TrfLE INSURANCE COMPANY has pkcrd the document of wed nc o Customer courtesy and dcrepis no liabibty for tho accuracy or valdty of the karma, 261200 - 0210.- 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200- 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 � W U O co a 9 NIL` W g J. Q. D. zc2 I—_ ILI I Zo C) ,0 o o •Z • O ~` ,Z N r FOOTING EXCAVATION — FIELD CONDITIONS NOTED A a-a. iIAt/._. f=r1 07 Nei AV/MK E WI E Hau SE 2et^rPR.1,J 1 • : lint - •c• vu . ri• a... r:: s rt L. d .. OK LOTS } _Es.}i , 2.6 , ia _. __ /N.713 e en) sC Si t. i'' i,tt a'7st GI Y GkFer G'+C1 7L) A_ L__ Aietwri wzmes 1 '*2 .td hlo� c y_ .d Imr 4 h 'r 05-10i2002 08.47 FAX 425 821 4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5/9 OZ PROJECT NO /ri 2 PROJECT NAME: _FoS ►'LG'L-r L-371 TCS' PROJECT LOCATION:. wJUA CONTRACTOR: D utrArz.nt,.l DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE IEP.t ioe.4 P. k.ut►LI TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES Vi 002 /002 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821.4334 f _ • • • _.tJ it REPRESENTATIVE. 5i-n i 9 C "'1' A44.4, Our representative hee examined only the tooting excavations listed above. The results of this examination ara only valid for a period of 48 hours. If any change In the subgrade conditions occurs, we should be promptly notified. Any loosened *Os observed In foundation areas due to construction activity or rainfall should be removed prior to concrete lacement. COPY TO: QtA/ / kWF t Jib' RECEIVED MAY 2 0 2002 BUILDING DEPARTMENT warawr!m+ata m. au m nvaae ximar rramre;+roe!?,` 'a aria ern!RwrrY ri; 1affM i91=t'Wa? z H u rt U0 to W = J 1- O . 2 g J. U 3 t =, z I-; O z I— U 0 ' o— I- ; CU I U 11 z = `. 1-7. I- z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Site: DUJARDIN PLAN #1872A Homeowner: Builder: Analyst: MATT MERCER Jurisdiction: Utility: y` OCT 2 U t.6.0 House Type: Single Family A NOM) Floor Area: 1872 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @150 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 429 9.60 Floor R19 vented Joist 16oc Glazing @120 * *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 PROPOSED 410 Btu /hr -F 9.50 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA HOUSE ID: 99083.23 Area = UA Value X Area = U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Proposed UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 879 36.0 280.8 182.5 56.0 21.8 2531 156.9 879 31.6 16867ft3( 108.0) 429.0 UA 879 36.0 221.0 114.9 56.0 21.8 2240 183.7 351 21.8 879 31.6 16867ft3 (108.0) 409.9 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS HOUSE ID: 99083.23 HEATING /COOLING /VENTILATING SYSTEMS Struc Mass Light Frame, Sheetrock walls M- 3.000 1872 Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: GLAZING ORIENTATION Location South 55.2ft2 Southeast : East 55.2 Northeast : Eff S Glz: 3.8% PROPOSED Gas Furnace DEFAULT 78 % 0 62 % 0 Vented crawlspace Attic or garage 0.60 26999 Btu /hr 6126 Btu /hr(23 %) 33124 Btu /hr 49500 Btu /hr (150 %) 88 MBtu $ 493 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 374.4 ft2 74.9 ft2 PROPOSED PROPOSED North 55.2ft2 Northwest : West 55.2 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 5616 Kapp ler Associa"s Architects JOB NAME: JOB NUMBER Dujardin Development Fosterview Estates Plan 1843A 99083.23 DATE: 5/22/00 BY: SRU WINDOW TOTALS ROOM NAME 1 WIDTH (IN FEET) 1 HEIGHT I AREA QUANTITY TOTAL AREA TOTALS I (IN FEET) (IN SQUARE FEET) (HOW MANY) 1 (IN SQUARE FEET) 1 (IN SQUARE FEET) Office TOTAL LOWER MAIN FL 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 % 2.50 3.00 7.501 1.00 7.50 4.00 5.00 7.00 3.00 6.00 6.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 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 20.00 8.00 20.00 20.00 8.00_ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 P 2.00 1.00 1.00 1.00 1.00 40.00 8.00 20.00 20.00 8.00 7.50 156.17 96.00 SUMMARY 259.665 1,849.00 14.0% 8/21/00 9908323 - Glazing.xls p ftiemsettim.„,,,sm.1.014e4.111~MINIIIIMIrIPAMAmt.trmwv6411 4VV IVOMMTAIKIIIPMIwArtr..4erg.rww .” 44em*F4tottos.1,4k, mww ww$,,, „_ 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 25 Tukwila, Washington Dear Mr. Fowler: Project Description June 16, 2000 Project No. T- 1515 -2 Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 25 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. We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans • Sheet P2.3, Architectural Plan • Sheet,P6.7, Site Section for Lot 25 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. 199. The garage level will be at approximately Elev. 187. 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 12 feet will be required. It is not anticipated that significant fills will be placed at any location on the lot. Minor fills may be required to create finish grades. After completion of foundation walls, excavations will be backfilled. t4OoO-32 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com Mr. Bill Fowler June 16, 2000 • 4 - Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to 12 feet may be required to construct the foundation for the lower garage level of the residence. It is expected that the excavation will be made. through native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. The foundations . should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should . be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 1 w 0 0 ' N 0 _ J J u. w O i IL a .. CO I T ; d; I T ; w 1- w } - w V 0 - o cuo z : 0 Mr. Bill Fowler June 16, 2000 Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides Engineer We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. (4 CO Anil Butail, P.E. Principal CP /AB :dvp cc: Mr. J �leiTA filer Arcl ,itjcts, P.S. Project No. T- 1515 -2 Page No. 3 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON 2 G EXPIRES 8/23/0/ 5 /2. G1V 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 Da000.• so . C JAMIESON CONSt' Consulting Engineering & Project Management 901 K1RKLA.ND AVE STE B.1 • KIRKLAND WA 98033 r'n5) 503.2581 • FAX (425) 803.3289 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 TYPICAL CANTILEVERED RETAINING WALL 115= (g)#.4 d/" /1= 03(7 ilu= NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # # - ft # - ft # - ft # 44 7? # JA yr ft ft ft ft Z?2 ¢O Xs/ . FOOTINC7 SPAA15 7Iole/z. , 0023 j4f /4 14..10z A7(207)=21/ JCS NAME JOS N0. 20 r 8l COMMENT FosrrwfEW DATE 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 CA N S; -iE °_T NO. 1 CF el 0470p 3 "CL RZ 00, (o w w 0 u. <. co a z � 0 z I p O w ,o rr w =w.. till Z '. O I- z JC INPUT 35 0.267 JAMIESON CONSU' Consulting Engineering & Project 1. .tgement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 5.33 50 0.67 0.67 0.50 1.33 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # ' # - ft # - ft # - ft # # , ft ft ft ft �G = z52) 7s1 - i =1O 145/ /Vu = 1.5K AM STEEL_ I ei/gefe 5PAAU Fog oaD( ,4 o.442- ,Q d . 23" , r u = ac). (_Atqa.- / JOB NAME r ,r &W JOB NO. 2° le/ 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY Yid Z SHEET NO. Z OF (ioF HEW 'll r 4-G /O'o,C. 4 ne,r, PSEVA5 I V I C, Air (5) ikitcoAir JC J.4MIESON CONSU' SING Consulting Engineering & Project Sh....tgement 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 OUTPUT EFP Cf a w t toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft , ft 7G = 25 C 0 P5f° / M 3,67 d" 4= , . e g '' c rr- 1 4 �� ' . "// " 46 feio,c, Na 47 5' u SLr 2 /A)& - ro077416 SpAt)5 1 T/aL JOB NAME F :T0'—` 1/15 " JOB NO. ZO ( DATE SHEET N0. all COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing k BY �� L Y OF (2)44. I.S. 11( X 445 /o -04e 1!oX rI 4J &8' O, C s� 4 cz 1T, 2)7 • `Z .-3 8 /0" jr .44$ .. u, FtI�.'1b'U A'sis, . u) J 0 V O 's co 0 co w 0 rn P = d : � z� F-0 Z 11J Lu, 3 0 , 0 F— w Wi u. O. • z 0 z JC JAMIESON CONSUT TING Consulting Engineering & Project N. .gement 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 NAME OUTPUT 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 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 #/ft2 ft ft ft # - ft # -ft # - ft L ft ft ft JOB NAME FODIgiP 2 JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 25C0 Psi 6/ = p gsl itta , Z d G �t5= 0,37»J F/AD "/" Fog_ -4V2" .c, / = 2 G5 525' PC'GTr /VG 7 4415 //0EIz , k'4,4 b_8" d. 42" C3) A � Qr3 ,IZ 4 N SJ 1 ► 4 " SHEET NO. OF 11 CZ� TOP tO' 4 11=11 II tl T4�oo,c. 4L- 412t'Orc, 4j e.6 c. 4 K3 12"0,c (7),ikit cav r By 7,J 3'/ct2 2 -0 .4/ JC JAMIESON CONSL .'ING Consulting Engineering & Project Management 901 KIRKLANND AVE STE B•1 • KIRKLA.ND WA 98033 t' ^‘) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 8 0.67 0.67 2.08 0.67 NAME OUTPUT EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F 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 UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft 25W ( -70 t = 40 Ks/ d v- - 5,07g/ dh1 , = O37' Z. 4 1 `( orC, JCS NO. Location of resultant force PAID I I/ " FOE #'a /2'o, C, Ri) 4= 2,65 Z5 JOE NAME /a VfE(4 DATE COMMENT Equivalent fluid pressure . Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 zo lel Total horizontal force Net factor against overturning Overtuming moment Resisting moment Ultimate moment for concrete design Total weight on footing . Soil weight bh'heel •(120 pcf) Weight of wall Weight of footing N SHEET NO., 7 , CF • • . 1 k s Il EY TAI Z II1=1II— 4 /2 8 0,c, 4VO Ir a c, ir I 1 4 11 C1-EA 2 .04J 4'orG ().0 4 co,J; N U CO w= . w 0 LL Q = Da " H = . z �_ 1-- O' z Ir- U � O— w I f- . i z U N' 0 Z J C JAMIESON CONSt ^ING Consulting Engineering & Project Management 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 7 q= 2500 FI 9,92'`' NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 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 flit' '11" D1 12 4 0r 6 r AAna. 2,45" -1,Z5 # - ft # - ft # - ft ft ft ft 4001 #4 b+0 Ks 5 d=(0 4 =o,4/ JOE NAME J03 N0. zo lei EY 1/J DATE CANTILEVERED RETAINING WALL W/ BASE SLAB OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing If X is in mid 1/3 /0/ 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 .643 2=3" SHEET N0. CD OF gel i C) 4 4 ToP /CL. c- sJ Gg 00 s 6 "0.C T 4 x2 !O" ''or c , &)04- .Cur 1/ k re 2 U; N 0 1 ILJ J w 0 u. _° w , z z � n 0 0- 0 w w; _Z w H = OE` JC JAMIESON CONSL :ING Consulting Engineering 4 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 , *" . 5) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT . 35 12 0.83 0.83 3.17 1.25 zO'M NAME EFP a w toe heel H • 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1.35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4.63 x2 3.59 x3 . 2.63 OUTPUT UNITS # / ft3 ft ft ft ft ft ft ft . # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft # ft ft ft = 40 p5/ . 4- _ (3 Ks( *5 /4./7,?*' d - ,4 WSG�6 P( /'VD 'IP Fog 2 - 4 tZ `0, c, al`O /ju= 3 ►5¢Ki 1./:= / JOB NAME F57 VIEW JOB NO. 244 let DATE SHEET NO., 7 op COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall Weight of footing • N 3 , Z/ / • BY W (2)4 TOP v 44 @ /2`oz, .74 -11/;rag412- 44ee o.c, S J 46 o,c, J crZ 60 (lo )m� core • ^ N 4" rt /V / 3 Q: w O ` o co w (/) F w0 44 J!. u- d F- 0, z t U m ON ww LL O ; i ii z 0 ~` z JC J_ A IESON CONSt W ING Consulting Engineering et Project .Lfenegement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME OUTPUT EFP a w t toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 # - ft Mr 21,667 # - ft Mu 23,256 ' # - ft W 4,966 # w1 2727 # w2 1494 # w3 746 # x1 5.08 ft x2 3.75 ft x3 3.00 . ft UNITS # / ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft - Psi 7' = 10 ,e5/ .4 Asr I S Ai,. 23,5g/ d=s' ,s = 0, 74/J z/ 455' F /AND 4/ / 2Z 4@/o' ,c li =5,3 1 (0'16 JCS NAME JCS NO. CATE SHEET NO..la_ OF _a_ - 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 7'L Soil weight on heel (120 Dcf) Weight of wall Weight of footing 1)' • • 26 tell SY -D - a 0 Nis • • • Z 1 5 12. 5 "orc, I get543 -D 'Mg J 1 / 0/' •� /JT5 ar k 00 CO w ... w 0 g a d uj w W; p ; 0 0 F_ w w` z H - — 0 w z ' rz O z JC JAMIESON CONS'. TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X . 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 2. ,t \y =5 Ks l' u = 3,9g' d=6'' 4 4.3 /n/7 4e F /�(1D ' 1,1 "R' # ¢c / , /'99' NO MATT WDMI& 7 7 4 6 S ` P A i V 3 f7 7 / Z, NV7 OF P4 s/V JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing , f N O e t , n (2)1/ 7 TOP • BY SHEET NO. OF Z4 .„ re 1 J V ' 0O U) 0 ` uj J uj g J' to Cy: i-0 Zh- 0 O 0 F- w W H V u_ 00 ? Z, 0 ~ . JC JAMIESON CONSt. :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 TYPICAL CANTILEVERED RETAINING WALL 9.17 a 50 w4 0.67 w 0.83 t 1.00 toe 3.67 heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 NAME OUTPUT UNITS EFP # /ft3 Cf 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 ZSco Fs _ 4D 07 765' /4 o.47 be/ 465 fl't't ( V" 4- io'b c1 4h 31(7 ' X75' A/0 XigT St (Di FccrinlG GP,4-k 10/Zrz, NET PASS/ ,-- I JOB NAME JOB NO. BY DATE SHEET N0. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (Includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing If X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing l0" 3"C-t 0 ., 1 (z� toP TOP /llaz off' L�iS t 0 -C� 4ket X3 c. (&) 4- coto E3 "(Nrs) a w U 0 0 co 0 uj w J w O; g -J u. Q ca I— w Z ' I— O Z j 0 U O N Ci w W ! H u O wZ U 0 r- z JC JAMIESON CONSUL_ _ 1NG 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 Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 z5Cn 1 4 4o gs/ �O Ad /3433K' d=e 4-= 04/ miz- 5 C 9'0. c, (po) O 1 , / Foie Tr" 4 4 7 5 g / fi= �o 4/1g7" SG(//0% TMJG bpM ifl OF 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 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 Len ! th of heel Overall height of equivalent fluid Total footing width Soil bearing if Xis in mid 1/3 Soil bearing if X is not in mid 1/3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. BY DATE SHEET NO. OF Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete des' Total weight on footing Soil weight on heel (120 pcf) Weight of wall 1 Weight of footing 3 ccg 0 V go4 TOP 111E111 I "4 ¢t S tore, ?4- 9"orCr 5 L� 9'b, Ci &R. rod (s) ¢ cotuT / g n 4 (Nrs) U, C) 0 w 0 w W o uj II ' 0- 0 )-, =U z wN . O z Kappler Architects P.S. VERSION 0/4111CLUDE3 3 STORY Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843_A City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 54 '4r 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 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls tY Long Wall ' 2 r• a te_. r fv" "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 CITY OCT 7 r. l� 8/21/00 PAGE 1 Da000 30. WALL HEIGHT Ce Cq qs Iw 145 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 • REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As Ground floor area of structure Ae r max = Max element - story shear ratio square root r max = ri /story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 qs = Iw = VALUE USED Ce = Cq = qs Iw= r max = I -9.49 I DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) rI= r therefore use DESIGN CRITERIA FOR WIND ANALYSIS Wind Stagnation Pressure Importance Factor ru AJ 2520',0Y, I r:.r story shear 504 1 10685 1 P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1361 37 5041 0.05 1 PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 V C.) 0 N o r W W J W0 } :1 co D. W : Z � I Z W W U0 0 co fO ILI = V LL • Z' Lil U 0 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 44p4)l FO§Mili ITFr."i 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI I W1IW WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 Ito • DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS STORY SHEAR 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 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W TOTAL WEIGHT BASE SHEAR: Vb= 0.1964 76180.5 14959 Wi hi (Plate Ht.) Wi x hi 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls W= 23688 # 76180.5 Wihi / sum sum Hi x hi Wihi *load reduced by half due to plan configuration of front wall being concrete Not included in total WORKING STRESS WOOD DESIGN 1.4 I 10685 # Vi TOTAL FLOOR F41'.20 1975680 10685 # 8/21/00 PAGE 3 a 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 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 # FT # FT # FT 18957335.76 677047.7056 10.5 'f 4480373 ALOW.Ft= 16.5 ,.: ° 4123a,i% 1.33 143.64 # /NAIL 140 109 132 0 M= T =C= # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 184 #FT 731.501 1050.71 828621.396 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A # /BOLT 2.421 FT O.C. # /BOLT 3347) FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xis 525 1.33 4713.50 NAILS 10685 WIND FORCE Not included in total 140 109 132 0 208 138 145 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/21/00 PAGE 4 Q �W ' V C.) 0 N 0 ' W ' Z CO W W } 0 _ W I— O ': Z F— W W 0 CI I— W llJ I — , kb Z - 1 H 0 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 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 # FT # FT # FT 18957335.76 677047.7056 10.5 'f 4480373 ALOW.Ft= 16.5 ,.: ° 4123a,i% 1.33 143.64 # /NAIL 140 109 132 0 M= T =C= # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 184 #FT 731.501 1050.71 828621.396 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A # /BOLT 2.421 FT O.C. # /BOLT 3347) FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xis 525 1.33 4713.50 NAILS 10685 WIND FORCE Not included in total 140 109 132 0 208 138 145 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/21/00 PAGE 4 Q �W ' V C.) 0 N 0 ' W ' Z CO W W } 0 _ W I— O ': Z F— W W 0 CI I— W llJ I — , kb Z - 1 H 0 (....- -.....8 4.5 4.5 3.5 2.25 113 ( ;P1 6' ) Mo= 4060.24 4060.24 3157.97 2030.12 MIN PLATE NAILING 21 INC O.C. Wall(DL) 360 360 280 180 1710 Roof (DL) 170 170 1440 900 0.00 Mr= 795.00 795.00 2006.67 810.00 NA T =C 725.61 725.61 328.94 542.28 MIN PLATE NAILING REQUIRED NA NA NA NA 15 INC O.C. L 8 3 5.5 11.5 0 83 ( P1 =6'. Mo= Wail(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 -51.24 - 421.24 #DIV /01 NA NA NA #DIV /0I SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 U- LL 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT 208 UPPER FLOOR Load Ht. 8 Mo= WaII(DL) 2 Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load Ht. 8 208 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 Mo= p Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C Z HOLDDOWN REQUIRED 208 TRIB.LENGT I #NIA a 12 13724.47 880 0 3226.67 954.35 CS16 -30 6238.39 400 0 666.67 1114.35 CS16 -30 0.00 0 0 0.00 #DIV /0l #DIV /01 0.00 0 0 0.00 #DIV /01 #DIV /01 156 I"r'Ps1 a WALL SEGMENTS b b C C C d d d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1 -9 Lateral analysis worksheetl.xls SHEAR V WALL TYPE MIN PLATE NAILING 11 INC O.C. #NIA #NIA MIN PLATE NAILING #N /A INC O.C. 8 /21/00 PAGE 5 rogAlwnr : r vuaw sr 41- #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 U- LL 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT 208 UPPER FLOOR Load Ht. 8 Mo= WaII(DL) 2 Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load Ht. 8 208 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 Mo= p Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C Z HOLDDOWN REQUIRED 208 TRIB.LENGT I #NIA a 12 13724.47 880 0 3226.67 954.35 CS16 -30 6238.39 400 0 666.67 1114.35 CS16 -30 0.00 0 0 0.00 #DIV /0l #DIV /01 0.00 0 0 0.00 #DIV /01 #DIV /01 156 I"r'Ps1 a WALL SEGMENTS b b C C C d d d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1 -9 Lateral analysis worksheetl.xls SHEAR V WALL TYPE MIN PLATE NAILING 11 INC O.C. #NIA #NIA MIN PLATE NAILING #N /A INC O.C. 8 /21/00 PAGE 5 rogAlwnr : r vuaw sr 41- 16 28 0 0 0 11914;P AAINI Mo= Wall(DL) Roof (DL) Mr— T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /01 #DIV /01 #DIV /0l NA #DIV /0I #DIV /01 #DIV /0! .16 27 '. 0 -0 0 1231r ^; ; P1x6. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0l #DIV /01 #DIV /0l NA #DIV /0! #DIV /0l #DIV /01 ;' #N /A 0 . 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 0 #NIA I(s #N /A:r.'I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 0 #N /A 0 MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0.00 0 0.00 0 0 #N /A 0 #N /A 0 #N /A 0.00 #N /A 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #NIA #N /A I #N /A 0 0 0 0 #N /A .ri, #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 #NIA #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 0 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w 208 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 208 w cn 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 6 H w . • 0 co W 0 . g J: !L Q' co W I— 0 ; Z W 11J 2 OA 0 H = W • Z N ` 0 ! 8 4 3 5 3.5 179) : R1;46 I 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 1 IP1=6 Mg I 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 /0I 8 4 5 3.5 .. 3 1791 P11.,6 I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 7145.29 5001.70 4287.18 MIN PLATE NAILING 10 INC O.C. 640 800 560 480 1260 1980 1920 1200 2533.33 4633.33 2893.33 1680.00 795.73 502.39 602.39 869.06 STHD 14 NA _ STHD 14 STHD 14 ( #N /A 0 0 0 0 #N /A I ;.,. , #N /A 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 #NIA RIGHT TO LEFT MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 2 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 O u- 2 /3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 0 w co 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b c c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 CL 0' (A 0 j (n W ; W=: JL..i N LL W 0 u. D _ d ' I- Il l Z I-O ILI 2 n U � O co; O , W Z U N: 0 F"' Z 16 12 5 5 0 252 P1-4 kW I 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 /01 STHD 14 STHD 14 STHD 14 #DIV /01 16. 27 0 0 0 2051 x,1=6 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /01 #DIV /01 #DIV /01 NA #DIV /0I #DIV /01 #DIV /0I #N /A :' 0 0 0 0 0 #N /A #N /AI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 #N /A 0.00 #N /A #N /A #N /A #N /A #NIA #N /A #N /A #N /A #N /A '; 0 0 0 0 #N /A I� #N /A , r 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 FRONT TO BACK MAIN FLOOR Load Ht. 8 CD 2 /3DL MAIN FLOOR Load Ht. 8 w MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 w 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 8 U f U O : o ,. fn N LL w 0 J u-< w = ;. ZH Z� (3 ,-, N w w' 0. w Hr 0 ,` 1j Z. co 0 8 4.5 1.75 1.75 0 492 I ONtCONC4 I 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 /01 ON CONC ON CONC ON CONC #DIV /0! 12 8 4 8 _;0 295 1/W14 ,q�7��I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /01 HTT22 HTT22 HTT22 _ #DIV /01 #N /A 0 0 0 0 0 #N /A ( #N/A) 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. #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0 0 0.00 0.00 0.00 #N /A 0.00 0.00 #N /A #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/A 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 #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 H z 0 u�. 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 0 492 492 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 492 0 w cn 2/3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT ITS ON CONCRETE STEM WALL a a WALL SEGMENTS b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 9 , C4 2' U ; U O ' W J • LL W 0 g J; . LL Q " = C1: Z 1 O Z W . D p O N O W W; 0 ,; W Z; CO 1- 0~ #N /A 0 0 0 0 0 0 #N /A )a .,,c #N /A!11 0 #N /A #N/Alttal Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 #N /A 0 0.00 0.00 #N /A 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 °' :;0 #N /A )a .,,c #N /A!11 Mo= WaII(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR Load Ht. LOWER FLOOR Load Ht. LOWER FLOOR Load Ht. 11 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 0 w 0 z TRIB.LENGT 492 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 492 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr- REACTION T =C HOLDDOWN REQUIRED 2 /3DL REACTION HOLDDOWN 492 492 TRIB.LENGT a WALL SEGMENTS b c 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /01 #DIV /0l PORTION RESTS ON CONC. WALL a b c d d SHEAR V WALL TYPE 281 I StileeRV4Wilii MIN PLATE NAILING 6 INC O.C. 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /01 #DIV /0! 0.00 0 0 0.00 #DIV /01 #DIV /0! 291 P�1a PORTION RESTS ON CONC. WALL TRIB.LENGT a b c d MIN PLATE NAILING 6 INC O.C. TRIB.LENGT a b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls c d 8/21/00 PAGE 10 00; • Nw CO tom w 0 ; g J! tL W ; Z Oi U iD w Wi V IL la N! 0 1— ∎ O , ACTIVITY NUMBER: D2000 -302 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 25 SITE ADDRESS: 13705 43r PL S XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # _ After Permit Is Issued DEPARTMENTS: BuildR Division • W 1- Z or Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTIDIG: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved PRROI ITF.DQC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fir FirAl Structural C Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved (n Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: Planning Division q -a-co Permit Coordinator M. DUE DATE: 9 -12 -2000 Not Applicable n No further Review Required DATE: DUE DATE: 10 -10 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: 1r?mR'rxliirgri A'.klC ' N29nt rE:' J.m 4.- . :•,+r*rnswai*e%�Rtus+..rnR: wnma.+ <x..w.. .......•.., evmus *w c6 g U o O ` w w . J T ' u- w g � u_ Q . c7 � O - 0 F ai -r F— • U r H O : z Fire Department Review Control #D2000 -302 (510) Re: Fosterview Estates — lot 25 —13705 43 Place South Dear Sir: City of Tukwila Fire Department Thomas R Keefe, Fire Chief September 14, 2000 Steven M. Mullet, Mayor The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Doo d ' 30 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 7 U O; N 0; w =; J H • LLr w Q' J .. CO a ;z 1-o z ✓ • 0 O— 0 w ; i z o Page number 2 Cc: TFD file Ncd City of Tukwila 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, s A ) The Tukwila Fire Prevention Bureau Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief 1 1 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 S1itll',t t'TC,41 4.:415.PP rr1 `-I u: W of 2 V/ = 0, I— w, ? �. i- 0 ; w p o; O N ■o �. r -Y. LL Ol • z. w Ni o Res., mntial Sewer Use Certifica Jn (To be completed for all new sewer connections, reconnections, or change of use of existing connections. AI'. This form doe 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 \• -,\.■ (.' " • 1)t ' -( (Last. First, Middle Initial) Property Tax I.D. Number 1f % Ou .. S 0 Property Legal Address: t - Subdivision Name . •`f- v = Subdiv. # Lot # =- Block # Building Name it applicable) Property Street Address \ • .• 1 ` '• " ..1 ) ' f . , ;T 11 City, State, Zip Owner's Mailing Address 9 a \. C `: L. (If different from ,- above) r i It J ( C tr Owner's Phone Number ((12 r ) - ' L: - f I Property Contact Phone Number ( Party to be Billed (it different from owner) Party's Mailing Address (iI different from above) City or Sewer District \) A - ) l . t . e Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes ❑ No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units O Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 DZOW 30 • RECEIVED CITY OF TUKWILA SEP 0 8 2000 PERMIT CENTER For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. (11A Date • z e Print Name of Owner /Representative :'c E 1J (t Li` LLOC..K i ►tmr s srArrn;mx White - Kinq Count r Yellow - cl Sewer Agency Pink - Sewer Customer ,,.,, t1ZA's eP V.'srr!n'+,+fYf .•?rk'M"lna ,! "?9tN !1 tM.w :. '"°. ` d+ rosr,.•.; ow.nra;�,,,�.rsrm,;�sr + a�a wna :.;F n�H? :ar, na.. rrn».: r.._'z' s i�"••"""nti�?"r•C RI! r eflowirni Z Z Ir • U 0 . co 0 CO J 1 N LL, w 2 u. J w d = w F- _. ZF- Z I— 2 U O C . t'• — I L I I I - 111 Z 0 1 O Z . , . , o •e completed by applicant) Site Address (Attach mag and Legal Deem Von showing t location and size of main): ic37 3 /w a27 LOt 44. OStiiiiiiitiiroitliliitieii;V'IrV:.;WAsf& iv.ifqt:...4 Name: DU; awelopywukt Name: K p ler A4TAV-i•ee Address: Address: Phone: 4aS - 3b4 -4 G:o l Phone: 1 -4 c :?S Coq 1 -63 This certificate is for the purposes of: X Residential Building Permit 0 Preliminary Plat El Short Subdivision 0 Commercial/Industrial Building Permit 171 Rezone 0 Other Estimated number of service connections and meter size(s): 5/3)( 3/14" 0 As__ (..t Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): 4,i tkliXe)( Di5Arleir Ro.. las Owner/Agent Signature: (S ti l jil Date: - o2) CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 Certificate of Water Availability PROJECT #: FCerier Wee- e only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within LULU) i I The improvements required to upgrade the water system to bring it into mpliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of -ga)D gpm at 20 psi residual for a duration of 2 hours at a velocity of I fps as documented by the attached calculations. I hereby certify that the above information is true and correct. Agency/Phone (City/County) PART C: (To be completed by governing jurisdiction) Water Availability: 0 Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in item C2 are met. 13 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) RECEIVED CITY OF TUKWILA SEP 0 8 2000 Agency/Phone 1 1:::1 11 PERMIT CENTER Date H-1 a z 0 0 W W ...i I- CJ) u_ 0 2 D. a I- al Z '-0 Z I- 0 0 Ui o w w r- u.. 0 u 0 1- z Part A: (To Be Completed by Applicant) Purpose of Certificate: in Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone . Proposed Use: QP Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: 1C. , , , - ��i s:___ p Phone: G{25 - ( 4 . 5 2_ Property Address or Approximate Location: 131 05 t d 3 rte PI S o v Th Legal Description(Attach Map and Legal Description if necessary): •c e. r v \42)v E eS L0A -S 1 x 'p 2 I,12.t b- O(2S0 Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing ( co ' size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. 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: $ 0SO. 00 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 a_ LJ �J SE WER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON AVAILABILITY l Certificate of Sewer Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of sjgn ature. RECEIVED 77 6 / CITY OF TUKWILA ( SEP 0 8 2000 PERMIT CENTER OR ❑ Certificate of Sewer Non - Availability Title 2 ♦ 0 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 H- r I.. r wsrc�..roc sV.I3 + tirf ±�N• ,,v,,4?S?vwrt^Y,iTs, t 01,A.m4. Irfi g,510z„4 w +ar, , gmPoyax =rm rr trtr*ioarml,, xraA "F tfttol.rk , v ,, ,„, , ,._1 z w ce —J U' 00 Un w:. ill I LL . w 0 g Q` S.0.. d ; � z H I- 0 z � 2 j UO O N :, O - . 2 Lii 2 O F z F625-032-000 625 -032.000'(8/97) F625.052.000 18/971 r Detach And Display Certificate Detach And Display Certificate PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD ••••••nrn• .n nnmanr•n mg I uu.*o- DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. ce nvJARn. *zcri IztiEtzaa DUJARDIN DEVELOPMENT CO :. PO' BOX 1059 SNOHOMISH. WA. 98291 -1059 F IQGISTERED AS PROVIDED BY LAW CONST CONT GENERAL REGIST.. # EXP. DATE CC011 DUJARD *204L0 12/16/2000 EFFECTIVE'DATE.• ..06/20/1980 DUJARDIN- DEVELOPMENT: CO.. PO BOX 1059 • SNOHOMISH WA. 98291 - 1 1 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES DETACH TO DISPLAY CEP" .GATE_: Please Remove And Sign Identification Card Before Placing In Billfold s.M QQ • JV 0 O co o,. U) W ` ca w 0 `r 2 <, , co IC'! H W Z Z :6"° — Lo W 1- 0 1 : U O o uj W 11 0 1 Z FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL ADDRESS: 13705 43rd PLACE SOUTH OWNER / DEVELOPER DEVELOPER - DWARDIN 9623 - 32ND ST. S.E EVERETT WA. 98026 425- 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425- 771 -6212 FAX 425 - 775 -0236 CONTACT - ERIC TIETZE' ARCHITECT- KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 -641 -5320 FAX 425 - 641 -5318 CONTACT - JOHN KAPPLER SURVEY - 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 98033 425 - 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO CUMENTS, LOT 25 TAX PARCEL I.D. #: 261200 -0250 bODO-3O& SHEET 'INDEX PLAT ARCHITECTURAL PLANS Slit 4 of 4 PLO P1.3 PIS PL6 P23 P627 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C -, HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 21 - 25 SITE SPECIFIC SECTIONS - LOTS 25, 26, 35 & 36 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 25 STAIR DETAILS FOR PLANS 1843 A & B CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS- BUILT SEWER PLAN FOSTERVIEW ESTATES GB AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS FROM BASE PLAN # B2000.0721 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 7 .,e rhes have been reviewed by the rut T - - ii - 11.1%. for conforrn n- vrith curieial t, c, Acceptance is su'i c to ,;r a" Bich do not authe: _ ;aids or ordinanc , .racy of the desien ros._ . Additions, deletions or thr eir,,ings after this date 1 i v this ept,nce and will require a re -:.1 of r „ s f r subsequent a o- :. is iiubact to field in , ,elien by utilities iinspecttor. Y ACCE_55 LAS A- trek /A.)4 57t?2hr DRiyJ�U,9- ,p FILE COPY C 2 dr, .__ car, , Cate F_..m t Na. b r I I, 274 • et CTs CF s 'AF:LA RECEIVED CITY OF TUKWILA SEP 0 8 2000 PERMIT CENTER 0. e, u r . c -- ` C� in Co • oo -sr m 1—. LJ V L - N R � � � L 0 CO TITLE JOB NO. 00144 SHEET COVER I SHEET D AREA LOT# PHASE LOT 1 5 LOT 2 A LOT '3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D DOOo3 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN :/PHASE EEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECOMMENDATIONS BY 'PHASE TO ALLOW FOR THE IMPLEMENTATION, OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLA TTENED DURING LOT DEVELOPMENT. TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABIUZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDA TIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULRLLS "THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 - 0014' FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8_ 711E GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH' THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERWEW ESTATES AS APPROVED BY THE CITY OF 7UKWRA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT 77415 RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS. ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, HS OFFICERS, AGENTS AND EMPLOYEES CITY OF SEATR'LB UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY 10 INSTALL, CONSTRUCT, ERECT, ALTER; BYPROW€ REPAIR, ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRAM DINIERS DUCTS VAULTS„ MANHOLES CABINETS CONTAINERS commas, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES` 70 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 TONG, STATE OF WASHINGTON, TO MIT; THOSE AREAS HEREIN IWONIN THE PLAT OF FOSTERWEW ESTATES DESIGNATED AS "TlTIUTY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS' TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE ITS SUCCESSORS' AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING CONSTRUCTING RECONSTRUCTING, REPAIRING RENEWING, ALTERING CHANCING PATROLLING ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME 70 REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS MICH, IN THE OPINION OF THE GRANTEE INTERFERE WTH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL. FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS 71-4AT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF, AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS OVER UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, ,TITLE, PRIVILEGES AND AUTHORITY 'HEREBY GRANTED SHALL CONTINUE AND BE IN, FARCE 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. D. OPEN SPACE EASEMENT LINE TABLE DIRECTION' I UNE I DISTANCE ELI' N8959'54"W 40.25' 52 - -.. NO039 045- 1013' EL3 N8959541W 58.26' EL4 N7341'17'W 102.70' EL5 N7341'17'11 2.62' as N193634'2 4.56' EL7 N8778'545 51.21' as N09137325 72.44' as N5720045 27.23' EL 10 N8323'465 : 29.05' all. " 111325575 22.55' ELI2., N8936'141W 46.42' EL13. N1409J6E 35.05' EL14'. N88'16'091V . 47.06' E1.15' N88,6'0916 5.12' EU6': N1653'055 32.00' 9_17 N2120'455 25.84' a18. N82'4023TW 14.86' 519' N7741'4YE 20.92' EC20 N52•247"W 32.09' EL21 N52'02 47°W 28.92' 522 N8920561 26.97' EL23 N8920'56'W 24.39' EL24 N892056'W 16.55' 0125 N60'41'365 52.67'. EL26 N0000'00'E 9.61' 027 N8920'56'W 340' 528 57539'145 45.91 N663239'2 22.42' a29 530 N1928'5416 38.71 EL3I N3255'12'W 3344' EL32 N857P571Y. 49.06' EL33 N515Y35E. 18.82' EL34 NO9'45'04 E 22.04' .35 N41 22.68' 9.36 NO232'4611' 21.13' EL37 664554116 60.03' 538 NO 32'4611' 19.88' EL39 N38U15'34" 23.66' 540 N6433'41'11' 41.66' EL41 N3605'34 16.16' EL42 N742941E 26.99' B-43 _. NO356'3216 ...... 31.75' a44 N3459'3YE 25.95' EL45 N081949 15.18' 546 N2635'421W 1493' EL47 NO2'44'34E 17.08' EL48 N35052l'E 21.05' EL49 N224. 40 E 16.28' EL50 N8748'28'W 20.74 - EL51_ N87'48'28'W 10.83' EL52' N8748'28'W 2.57' 553 NO137 50.00' EL54 N355757, 74.34' ass 5535715E.... 8593' OPEN SPACE EASEMENT CURVE TABLE CURIE I RAOAIS I LENGTH. I DELTA ... EEl 5311' 57.93' 6229 43' EC2 47.00' 17,23' 205952' EC,I 33.27 36.25' 622518' EC4 20.00' 49.81' 14241:51' RECEIVED CITY OF TUKWILA �1n ESTATES 0 8 2000 FOSTER I F! ���r�p ESTATES PERMIT CENTER A REPLAT OF A PORTION OF TRACT 6Z RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23', N., R. '4 E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON f RI" McD UFFY do AS INC. L LAND USE CONSULTANTS EN GINEERS S SURVEYORS a PLANNERS a MANAGEMENT .7605 DIRT ARNUE EVERETT,, WAB IGTON 98271(425) 258 -4438 FAX (425) 258 -1616 DATE 2/7/00 Duc BY KMR JOB NO 96089 BHT 4 OF '. A. LOT # PHASE PLAN %lig AREA LOT # PHASE PLAN 1 2:17 AREA LOT 1 1843B X LOT 21 B 2119 LOT 2 1843A X 1 LOT 22 2060 5 LOT 3 A 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 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 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 ma to LOT 35 c 1843B 9 LOT 16 MO 2108 DP.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 2060 4 LOT 38 1843A LOT 19 C 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 SOME PLAN MATRIX & SCHEDULE PHASE A PHASE B PHASE KEY V V Vs./V.7V , V V ▪ N/ ..1 V V 'V V V V V V i/ Vsi, ./ V V V V V VN/ ▪ V V,' V V V V V VVN/ PRCPBP77 LAE - 7YP oRAcr stv KEY PLAN PHASE C V V :XXX, PHASE D 1843B (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) 2060 2108 2246 5 (+2) 5 2119 6 CONDITION 1 CONSTRUCTION OF HUAL ROMPS, FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL R OF TERRA ASSOCIATES OR ANOTH ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECGEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMTTS; ON A LOT BY IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INST FOOTINGS, FOUNDATIONS AND FLOOR R CONSTRUCTION AREA AND PHASE /MG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. C GEOTECHNICAL ENNURBOINIS NEEDED ID ALLOW TOME OF ADJACENT Mid DEVELONENT ■I I I MEd D. CONSTRUCTION DESIGN PARAMETBS ON A LOT LOT BASIS. E FOR LOIS 21 'THROUGH 34, THE UNSUITABLE I SHALL BE OVER EXCAVATED DURING CO FOUNDATIONS, FOOTINGS, AND FLOOR SIAM it THERE M UNITED MCMINN AND IMOVAL SOIL DURING DRIVEWAY CONSTRUCTION F. F. FOR LOM 35 THROUGH 40, THE SLOPE ON THE I 14. (SOUTH END) OF EACH LOT WILL BE HA 0 LOT DEVELOPMENT OT ACHIEVE AN II'' 25:1 ACCEPTABLE OPTION IS TO MOVIDE A I MTUETE401 MECHANICALLY STABILITED HOMING WAIL THE . fornor (NORTH END) OF THE LOTS WILL HAVE MR 'PE PROB CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF IR SINOLE FAMILY RESIDENCE PERMIT, THESE G HNICAL RECOMMENDATIONS AS WELL AS A 1.11701 FROM THE EOTECRNl ENGINEER THAT CERIUM ON A LOT BY LOT BASIL OR nr THAT THE H04_&_ _FOOTING AND FOUNDA N DESI ADDRESSM AND MIMIS THEIR GEOTECHNICAL MEN NI 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENG IS TO OBS VP TEE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN REPORTS ARE TO BE SUBMITTED TOTER an OF WILA TO ADDRESS A TEMPORARY EXCAVATION OF COESrRUCIII AREAS MITIGATION MEASURER R VERIFICATION OF FOOTING, FOUNDATION, ' RING WILL AND FLOOR SIAB INSTALLATION METHODS D AY PLACEMENTS ACCORDING TO GEOTECHNXAL I I NS C. VERIFICATION OF BACK FRL AND PREPARATION PO CONST1 ON IN ADJACENT HOME DEVELOPMENT CONSTR ON AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS & THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICAT&I ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLM IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATKINS 13.3295477' LOC - 7,P (7RACT 8019 TRACT Dac)c)(: OME DEVELOPMENT PLAN 3 2 40 QALE : RECEIVED CITY OR TUKWILA SEP 0 8 2000 PERMITCENTER 80 160 =40' TITLE JOB NO 98)1321 SHEET P1.0 NOTE: 1. FOR EROSION CONTROL EXISTING SILT FENCE (AS SHOWN ON C•2) TO REMAIN IN PLACE UNTIL PUBLIC` WORKS APPROVES REMOVAL. LOT # 'PHASE LOT 1 LOT2 LOT3 I A LOT 4 ,LOT 5 LOT 6 I LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 PLAN 1843B 1843A 2119 2246 2108 2246 2108 B 2108 2246 2108 MOD'FD PORCH X AREA LOT 12 LOT 13 LOT 14 LOT 15 LOT16 LOT 17 LOT 18 LOT 19 LOT 20 A 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'ED (2) 2246 2060 2119 2060 LOT # LOT 21 LOT 22 LOT 23 LOT 24 PHASE PLAN 2119 B 2060 1568A 1568B MOIPFD PORCH AREA LOT 38 LOT 39 LOT 40 1843A 1843B 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) ,1,LE 1 JOB NO.: 980E.21 SHEET 1.3 I �III� VIII II�bII�L�III�II,[III nd IIIII�II�I�IIr�1 44/7? AVENUE S J1 I SHEET I L JOB: 98013 TITLE Kappler Associates Arc h p i t e c t s 13400 Northup Way, Suite 33 (206) 641-5320 W320 * Fax (206) 641 -5318 1 n gton 98005 Data By DescrIptIon \ ARCHITECTURAL PLA 05.1200 � ,. �.00 ®PB � M „�I S; -t � �;� � � � , � � � ' J° RIAIST AE , R 4' 111141 '1 ir , 1 a , l wAS IN! 1QN __— F PLAT ■■ I �III� VIII II�bII�L�III�II,[III nd IIIII�II�I�IIr�1 44/7? AVENUE S 10 PR/VAIf DRAINAGE ESNT 10' PRIME' DRAW( E EMT CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. 'FINAL' GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. `\ CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 N/A N/A ADJACENT TO LOT 09 N/A N/A LOT TOTAL TOTAL WITHIN R.O.W. 10 N/A N/A CUT FILL CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 3 40 N/A N/A EX UAL/ POLE 5 An YE- 6E An OPENS ACE EASEMENT I P STRIN AAV PUBLIC I/MUT EASEMMT SOUTHGATE PARK PEDES/A /AN AND PUaL /C UN, YEA./ENT! PEDESTA/AN AND PUBLIC UALTTYEASEA/ENT AL%TY POLE J A / GRADE COMPARISION 1I \ \ IA /\ \ IX ROLWERY I \ _ - - �\ r EX CONE WALL W I � . \\ LX GUY POLE J " \ ■TO "PUS' /C i A ,.. ' \ \ f 1 � � \� \\- TRACT "A" 'ERTY UNE— TIP (TRACT BOY) FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 7 ERTYU 7YP ( TRACT BOY NE TRACT 0 20 40 60 80 000 - IiCETAnWY • \, \ • SCALE 1:40 Vfi 160 i 1 I I 1 , EW 5' ASPN. WALK.. ♦- `- .S >37TH 57REET SEE SLEET A5.0 FOR SITE STEP INFORMATION TE STEPS A50 NEW 5' CONC. WALK RECEIVED CITY OFTUKWILA SEP 0 8 2000 PERMIT CENTER co 0 Q Q. o h IgWoK. 20' FRONT- SETBACK SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINE& 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 Pty. & ALL FOOTING DRAINS ARE PER DETAIL 9/P8A 4. STORM DRAIN - SEE CML SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4 NON - PERFORATED ADS N -12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5_ SANITARY SEWER - SEE CIVIL SHEET 0-12. 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 SEI ItH. 'SEE CML SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASITFn Rrlr:IC MAXIMUM WIDTH TO BE 211-0' MAXIMUM SLOPE ALLOWED IS 15% LOTS2 ,3,4,5,6,7,8,9,31,32,33AND34TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO PIA , P12 ,P13 AND P14. 9. EROSION CONTROL AFTER BACKFILL'OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. 11 CUT AND FILL CALCULATED FROM SHEET Pt& have been reviec:ad by the nent for confon, Oh Accept ncc _ icF ea nct ap?h , ds cr ordinance_ T._ •uacy of the design r I �s Additions, deletions or ravia.._. these dra .inns after this date will void t.is acceptance and will require a resubmittal of F.. vi_ d cru . ;mss for subsequent approval is subject to field inspection by t "c '- .:'rers utilities inspector. C -t° fOJf3 /7c7 By• 5 C.2,/ /- C'CESS STOR-t t e i 46E t4NULu AI DUJAR DIN Date By Desoription p ia 4 al� S1k t REGicTtAD AHGIMCI KAPPI.IiR WASI■IIIMN� Q 2/OO J M ..$M_LT SET FOSTERVIEW ESTATES TATES THIS DRAWING 5 © COPYRIGHTED AND S THE EXCLUSIVE PROPERTY OF THE ARCHITECT n CE z >F "•' vW0 xomo d <mz O —ID mrnm gX W' II Kappler Architects, P.S. 14311 SE 16th Si, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 PROPERTY LINE i i I I i i I i j I PROPERTY LINE 9 i # ! 4 1 1 1 1 I t l l i ' l i7 N I E 1! i I i I 1 I! •t i • , :1 .9, —1 . 1_4_ L41. i .4__ i 1 i J___ 1 i . i1 �I . . 44 .' _ i_. .I -L- 1 i � ,, I • PROPERTY LINE g - LIT j 4 I ! 4 ' 1 4 j 1 1 4 1 ! 4 4 1 4 i i4 6 1E !4 i4 i4 4 1l 1 4 f� i4 i4 14 4 i i4 rra s i 1 i i 1 i I I .'i 1 1_i 1 1 1 l i i i i 1 1 111 1 1 1 . 1 1 1 1 If I i i i I t 1 1 1 1 1 1 1 1 1 t CE m II- PROPERTY LINE l j ljij j l iji . .,- . —F- ice,- . -4 j - i - - I. PROPERTY LINK 4 Oi 11' 14 4 i t I 1 II M 14- 14 4 14 1 1 1 14 1 i I i i I i i i i ■ ig 1 I i i i . 1 1 1 I 1 i i I i 1 i 1 i i i i I !a 'I ! 1 I 1 I- - . ! -- i -i !tt I 1 i I i i i l i 1 ild ! I i 1 i i 1 I i i I ,I -i— I i 1 I . •'- I i i i i i 1 i •_i I i I I i i i 1 i I I i I i i i i f)! 9 1{ I ! 1 11 I I I ii 1 1 i i I i i i i I 1 i i I PROPERTY LINE TIT P i 1' I l i 1 1 1 1 ,Igi 111 4.1 I I I 1' I 1 1 1 i ! 1 '1 I i i- PROPERTY LING L_L J_ .i —L L1. L i_.1 -.L —1.�1. - 1 (FOR FROST)' _____' AHB TWO DECKS WILL NOT BE USED FOR ALL CONDMCDS. INSTALL LOUER DECK C LT W81 GRADE REQ IRE). 2x6 RALIG 242 •510' OC (CLR DIST. BP1N EDT TO EXCEED 4' 5/4 x 4 TK CDR DCKEa 2x8 7. DECK ET. AT I6'. OL- ATTACH LEDGER m/ 2 ROWS OF VD LAG BOLTS AT 16' oc TTY? iJI FLOOR WRING ING ! RM EOARD FER PLAN 6x10 P.T. BEAM ECC66 TO FOSE ABOVE AND Baal 2x FACIA BOARD 0' GREATER DEPTH THAN JOISTS) (V 3/4' • BOLT, AT EACH END 6x6 KNEE BRACE TIP. 6xb P.T. POST 4/0066 FN. GRADE (4)4 BAR ME.4 .5718 NTO FOOTPY 4 BAR WRAP •D. oc. MN TOP AND BOTTOM 36,6W' CCNC. PAD m/ 60.4 BAR EACH WAIT FOOTING DRAIN DETAIL 3/4 =f-0' SEE SITE SPECIFIC FOUOATEN DETAIL FOR FOOTS. CO ETRICTIM. FABRIC - MIRAA 500x OR EQUAL MESHED 1/8' MATERIAL MN OVER FOOT. DRAM OP OF SLAB TOP CF BAR. F .ISHED GRADE AUL DOES NOT SLIDE. N THIS ON, FOOTING SPANS ON SOLID 985TRATE FOORG DEPTH PER GEOIE04 REM. DECK CROSS SECTI N DETAIL ® TYP. 3/4' =T-0' 0820049_3J! 4 -0' c FOOTING DOES NOT SLIDE PY4T4I5 CONDITION FOOTING SP HORIZONTALLY. NOTE: , FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING SP HORIZONTALLY. TOP OF SLAB GRANULAR 5TRJCi1RN_ ALL 4•• RIGID PER=ORATB, PIPE (4% MIN SLOPE) 5A3WE, A8: W( 2107(3(16' 557 STEEL PLATE OG(DM3 A-0 EXCEPT AS NOTED BALL SCREEXLET F41 favErx II BAR • TOP 4 VERT BAR • 16' OC, FILL HEIGHT OF WAIL (DIV 3 SHEET A-V •4 VERT-1 BAR •S'a (DM.3N U A-V (2)'4A • TOP DOQO - 14Cf4 BAR •ID'oc (DM 3 SHEET A-14 DAMP PAY / DN7SHT AU 4 FIORE BAR 3'9.10' oc (DIV 3 SHEET A-t) (5) •88 CONE, (Div 35I$A -V SOLID S85TRAT._ SEE DETAIL 9/PS.0 FOR FOOTING ORAN COYSSRUL(toFl (Div 2%REF A-I/ 'ti. F NIS 5B'0•10• AB, ITV 2,2 STEEL PLATE OL (DIV_ 3 AS NOTED SCHEDULE l' 7PL HEED- •4 IEEE BAR • I9' OC, ALL HEIGHT CF WALL (DM 3 NEU A-11 4 4 ERE BAR •5'oc (DP/3SST A 4 HOPE BAR • EY oc (DM 3 SHEET A-U 512 EXCf3'T DAMP PROOFS (DM T SIT AD m TIGI L E: 4 4 FIORE BAR 3'-0'4 m` cc ?TOP CF FTG 'WM 3 REEF A-V (6) 4 BAR CONT (DM 3 SST A -U SOLID SUBSTRATE SEE DUAL SPED FOR FOOTPE DRAIN CCRSTRILTICN (DIV 2 SHEET A -I) 5/8 14x10' A.B. W/ 270`5(3/16' SQ STEEL PLATE U1450325 e OL. (DM A -U EXCEPT 45 NOTED SCHEDULE EMBED. ��z (V BAR • TOP OUNDATION DETAIL 3/4 °=f -0' (8)'4 BAR CONT (DIM SHEET A I) SOLID SUBSTRATE ro _ SEE DETAIL SPBD'FOR FOOTING DRAM COEIR1CTION (DIV. 2 SHEET A -1) 03300 - 12 FN. GRADE TOP OF J BAR e1 NOTE SOL. MIST EEIN 9 z PLACE PRIOR T0 5$I. ... BACKALL C1=WALL. OtCF 4 4 VERT BAR •9' OC, RILL HEIGHT OF WALL (DIV SWEET A -U O�TOP CFJ BAR SVERT.JBARGR 60 .5' oc Z (DIV. 3 SHEET A -) - NOTE SDl:. M715T BE N . l- s . ocDM SKr Wi 'N + F OUNDATION DETAIL 3/4 =r-O' 120x10' AB_ W/ 2 WASHERS a 4-0 . e: (DIV.3 SHEET A-I) -:ON •4 • :" BAR G' OL I-6' CORM - (DIV35HEET -I) - . J BAR 16' QC. ALTERNTE BENDS (DM. 3'SHEET A U AMPPROOFMG(DI, 1 SHEET A -I) STEEL STEEL PLATE WASHERS 0.C(DIV: 3 SHEET A -U • - SCHEDULE 7'. MM.EPIBED 'I'll 1 .y� r J IL Nis FOUNDATION DETAIL 03300 -09 3/4"4-0* I I420 LEAR FOUNDATION DETAIL 03300-10 L 3 -2' FOUNDATION DETAIL 3/4' =t-0' 5/8YxI0' A8. W/ 2)0'x3/16' 5R STEEL PLATE WASHERS • 4' -0' OL. (DIV.3 SHEET A -I) EXCEPT AS NOTED ON SHEARUOLL SCHEDULE T MN EMBED. (2)•4 DAR •TOP 4 VERT -BARB U' oc, FULL HEIGHT OF WALL (DM. 3 SHEET A -U VERT. J BAR • (DIV 3 SHEET A -U DAMP FROCRG ( DIV. 7 BHT AI) 4 PORE BAR • EV oc OVERLAP (MN) (0IV.3 SHEET A -U TIGHTLU E (DIV 3 SHEET A -U SEE DETAIL 1/000 FOR FOOTING DRAM CONSTRICTION (0M 2 SHEET A -1) SOLID SUBSTRATE 4• C.C. SLAB OVER 4' ROOK Of ER VAPOR BARRIOR 10' AB. W/ 270•X3/16' SR PLATE WASHERS • 4' -0' " OL. (0IV.3 SHEET A -U EXCEPT AS NOTED ON SHEAR TALL SCHEDULE 7' MN EMBED. (2) .4 BAR •TOP •4 VERT. BAR • U• oc, FULL HEIGHT OF WALL (DIV.3 SHEET MU. VERT.J BAR 8860. 8' oc (DIV, SHEET MU DAMP PROM. (DIV.7 NE A1:n HORN BAR • JO' ac 1-6' OVERLAP [MN) (DIV.3 BFHEET A-U TGHTI_NE 4 4 HORN BAR T -0' • 16, (DIV.35FEETA -I) SEE DETAIL SPSID FOR FOOTING DRAM CONSTRUCTION (DM.2 SHEET A -11 6)•4 BAR CONT. 3 SHEET A-I) TRATE OVER 4 ROCK 5/13,10 AB_W/. -A6. 50 STEEL PLATE UL45HB & • 4'-0' 0.C. (DIV_ 35HEET A -5 EXCEPT AS NOTED ON S EAR EIE SOEDUL.E l' MR EMBED_ (2)4 BAR •TOP • VER_BAR (9'-0 MN) • V' oc (DM 3 SLEET A -U S VERT. J BAR GRAD • 6'0c (DM-3 SHEET A-1) DAMP MOORG(DIVINE AU NORE BAR S oc rE• OVERLAP [MN, (DI, 3 SWEET A-U 4 MORE BAR 3 • V• oc (DM.3 SHEET A-V SEE DETAIL 9/P5D FOR FOOTPY DRAM COWRIE (DM 2 SHEET A-U (6) 4 BAR CON_ (DM 3 SHEET A -U SOLI) EMIRATE d• CONC. SLAB OVER 4' ROCK OYH2 VAPOR BARRIOR SBYxIO' AB UV 2 AS' SA STEEL IV_ PLATEH'•I� O 4 0' 0.C. OTE 3 A -U EXCEPT 45 NOTED SCFEDISElMN DEED - a FOUNDATION DETAIL 4=f-0'' 0,4 BAR 4. TOP 4...BAR• 1F)' oc. FTHJ_ E HEIGHT CF WALL (DIV.3 SWEET A-V S VERT. J BARGR60 • 5' oc (DM. 3 SST A -U 4 NOR. BAR • S oc (DM 3 SEET A -U DR? PROORE (DM A SHT AU 4 HOW_ 3'-0' BAR • m' oc (DM 3 SHEET A - 4 4 BAR CONT )FEET A -U 03300 \ I / 3/4'=P - 0330BHp5 03300-07 USED GRAD 0 TCP OF J BAR FOUNDATION DETAIL FOUNDATION DETAIL NOTE ` FOOTSIE DOES NO. }.vc IN TIE CONDI0ON FOOTING 3P HORIZONTALLT `u; TOP OF SLAB 03300-08 \ T / 3/4 4 FOUNDATION DETAIL 12•410' AB. W/ 2'#'x3/16' SQL STEEL RATE WASHERS • 4'-0' OL. (DIV. 3 SHEET A-1) EXCEPT AS NOTED ON SHEARUALL 504EDILE 7 MN EMCEED. (2) •4 BAR a TOP •4 HOME BAR EV OL I', GONER OVERLAP fDM';3 SHEET A-U 4 VERT J BAR 16' OZ. ALTERNATE BENDS (DIV. 3 SHEET A -U TIGHTLINF DAh0PROOFING (DIV.7 SHEET A-U SEE DETAIL S/P8ID FOR FOOTS. DRAIN CONSTRICTION (DIV. 2 SHEET A-1) SOLID 5UB5104TE (3) •4 BAR CONT. (DIV. 3 SHEET A -D .BARB E OC. RILL (Div. WALL (DIV 3 SHEET A -U VERT. J BAR• 8' oc (DIV 3 SHEET A -I) (DIV 35HEET A -U DMIPPROOFI G ( DIV 7 SHT Al) TIGHTLINE (5)'4 BARE-CDT. (2) AT TOE (DI, 3 SHEET'A -i) SOLID SUBSTRATE SEE DETAIL S/P8D FOR FOOTING DRAM CONSTRICTION (DIV. 2 SHEET A -I) 5/8 AB W/ 2 A5• SQ STEEL PLATE WASHERS a d' OC, (DIV. 3 SHEET A -I) EX AS NOTED ON SCHEDULE T MN • TOP 4 4 VERT. BAR • U• OC, RILL HEIGHT OF WALL (DIV.3 SHEET A -U •4 VERT. J BAR• 6'x (DIV. 3 SHEET A -I) •4 � HORN BAR • G' oc (DIV, SHEET A -I) (l) BAR CONT; (3) A (DIV 3 A -I) SOLID SUBSTRATE SEE DETAIL FOOTING DRAM (DIV. 2 SHEET A -U 03300 -03 DAMP PROOFING ( DIV 1 SIT AU TIGHTLNE •4 DORE BAR 3' -0' • 10' oc (DI, 3 SHEET A -U. 03300-04 Co LSO C In Co CD 02 0, O t * o CU CO UJ L!7 N CO N � m V TIRE JOB NO. • CITY OFTU CC® II Es LUUU PCGLIT SHEET'. P8.01 J 98013 I I SHEET f -7 , . : Kapp ler Architects PS , . . 14311 SE 16th ST, Bellevue, Washington 98007 - (425) 641-5320 * Fax (425) 641-5318 DUJARDIN Date By Descxlption ... .. ,, , VAlt . N. . FOSTERVIEW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT INI NE No 4 11111fraalall ii•MVAIRM111. "t) e5„ AN,-3TEP,0, (2. 00 20 iDiD8 11:07 SIoL LL Works Pau1ivi 1'4 5/4 STEP PER GRADE 2 T1 mouvnala KEYSTONE WALL R/OGEO PERFORMED .F/PE Jig REMZED cis 5/ 6119 40'4672'55 1 1/14.11Y13VT 21 5' U77L /TY EASEMENT M R /OG70 PEYTFORAIEO P /PE SEE WALL DETA /LS PLa'/C 0771777 EASE/ENT Meng, AT BASE OFW DAYUGH7LD /N VII P225 15PRIYA1E/ WAWA, ATE M ER ESYT RE /NW CAR, BASIN EX 18" CLIP - -- _ -_ -_ CS 38 if o ` /2 CB 37 10'REVA1E MERESVT 10 PEWEE ORAPME ESL 10'H7NA1E LEANNEESET 20' PUBLIC URL/TY/ PEDES1RYAN EA%MTNT EYPRIME LWAWAIFEMIT 20' PUBLIC URL /TY/ PEOESTR /AN EASEMENT PLEDGED TO EAST EDGE OF EX.. ASPHALT EDGE OF EX ASPHALT SPEC /F /CA ?TONS MATGY UNE' EDGE OF EX ASPHALT (ABANDONED) B /OF /L 71F1 "ON S VALE SEED MX AEADOW FOXTAIL AISCIVCIATAS PRAZ76/5 .W BO APPLY TA6'AOXRAfFATA RAE Cr 60 LBS/ACtir Ai711 ARDINONWL SPA= OR AMAZES OF NAME" BMW PLANTS SLAW AS BULL ROSH (51744,5' AWOL$ VALOUS A4.YCii1�i4S'PI:CSd' ClaSS9IVO S F NISH fPZELi7/ARLS PALUSOin3 SLOW/ SEP6F (rAMEY 0 1MA°L 4 A' 071215ES AS AWNED By TIETO71 AMVA9if PLANTS SSGF/ AS CA7TAC (77FM4 LAD3D2 AVEC CANARY GWPASS (HMALA RS ARIAMVAGFAA ,4117 PIRPLL LOOSE wF aY/MPAN/ SALCARLV SMALL NOT BE ILSE 9 L41816R ANY dim' STAAYIS A/07E: EX. GAS LOCATED ON WEST EDGE OF PAYE-I ma OF EX. ASPHALT L J ALL WO4K SHALL BE IN CAVFORMANCE 111771 WS DOT (APWA) STANDARD PLANS AND SPECITCARONS FOR ROAD, BHOW„ AND MUNICIPAL LONSTRUCRON AND CTY OF R/041LA STORE DRNNA2 STANDARDS CATCH BASINS SHALL 8E TYPE 7 UNLESS 07HE941SE NOTED. TYPE N CATCH BASINS SHALL BE 54 -1NCH O/A ALL TYPE // CATCH HAWS SHALL HAYS LADDERS AND SAFETY STEPS DRAINAGE PPE SHALL BE PLY HVLI)ZENE SMOOTH WALL INTER /OR (N -72 BY ADS CR IDEAL) UNLESS OP>TERHISE NOTED PTO PIPE SHALL BE AS731 D -3034 SOR 33 CLIP SHA.;1 BE AU/M/NUA/ 16 GAUGE UNLESS OTHER119SE NOTED CATCH BASIN INLET SHALL W VANED GRATES 09771 THRU -CURB FRAME FOR YEP. //CAL CURBS (SE K/7✓c COUNT Y DWG ND 2 -0/7, SHT C -18) OR ROLLED CURB FRAME AND CRATE (SEE KING COUNTY DMO NO 2 -020 SHE C -14'2 AS APPRO°R /ATE. CURB FRAME ANO CRATE (SEE /ONG COUNTY DWG NO 2 -020 SHT C -142 AS APPROPRIATE 7521.£71 H ESIENT AND RELIC 07l/f7E4591DYT 10' WALK /CURB U77L/TY EASEMENT l5PRN EOnER & DRAWAGE£S7/T PEOESWANAM7 PORK' 1/771l77 EA E:MOOT EX. ROCKERY Lx GOY POLE EX CORD WALL TRACT "A" NOTE AS -BUILT /NFORMA170N IS AS OF 9/50/99. MANHME L/DS AND DRAINAGE ACCESS LIDS IN PAVEMENT ARF,W AIR RAW ELEVA77ONS MAY CHANGE AFTER'F/NAL LARD? L ASPHALT PAVEMENT HAS BEEN APPLIED. GRAPHIC SCALE EDGE OPEN ASPHALT (ABANDONED) 16214 WET VAULT AT 7 .94 14522 144.61 740.05 742.63 14407 30A TYP 135.97 15659 12A/EL 143.24 (12 73144 (.6NW7 131.72 (36 NW), 131.77 (36 SE) 14161 (OVERFLOW ELEV), 134.51 (12 15031 (8 NE OUT), 13196 (35 SE) (N ACCESS) (M /DDLE ACCESS) (S ACCESS) 156 2 12 73672 (72NE) L _D(PiRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;p DEVELOPMENT COMPANY 1. = 40' M1 /.LLEGRE ENTERPRISE EVERER PHONE: 334 -5618 SEATTLE PHONE: 743 -6140 0 14 4 .5 213677 1 2 N E),1 3 8..77 (12 21(TYP /I) 136.74 12975 12 SW 129.74(725), 13124 W 22 12175 11961 (72 5Y), 11955 (12 NE) 23 PERMIT CENTER \ N_ N PP W/ LUM /NA /RE CONC WALK GRAVEL 0. PP W/ BASAEBALL HOOP EX. ROCKERY GRAVEL ON CONC. WALK= PLANTER BOX 04.4 WC DR/10 CB RE 9332 /E 8974 (152 8894 (2 4) 5400 EX ROCKERY GRA GRAVEL DR/ VE EX CONC. EX. GUY POLE L 4 ° RIOC /O PERFORATED PIPE CD RE /E16383(12 "N% �. ASPH OG /VE CONC ORBE SOUTHGATE PARK 0 12' CS 10 i o NOTE THE FOLLOWING COS ARE ACCESS OR ✓UNCTION STRUC1URE5 NOT INLETS AND HAVE SOLID COVERS. .6 16 18A, 188,, 244 29 294 30 40, 404 42, 46 N ( \ \ \ 47 757.72 \ \ \ 42(TYP 1/J 146.49 \ • \ N V L \ 43(TYP II) 706.26 \ENO 1\ 44 220.64 45 165.71 a/hLA\ I 46 130.06 ,flt 14550 -� 94x99 /)2 :. +\ 5747.37 (72 ., CB 41 - OROO Of f 'r�f//�il. CB40N� IV CB3. 85.0 CATCH BASIN DATA (ALONG a or s 1,9711/ PLACES OFF,SE7S /0 FAY ar Cl/iO4 !IMRE MOSS MrPFESDVT.j 1raGYL AN/ F /NifRT PIFV 1 22238 21533 (8N) 2 21848 21548 (855) 3 21200 21067 (cm 21052 (51) 4 20475 20010 (8'52 20005 (85) 5 18613 181.22 (8 18115 (12 NW) 18102 (125E) 6 189.69 18609 (72 7 174.77 171.75 (1.2 17166 (72NE) 8 174.43 ,17140 (8 9 17463 77172 (8 SE) 10 18596 18.354 (125) 11 18010 17579 (72:W), 17565 (1215) 12 17950 17.641 (12 17533 (72 13 18838 18442 (1211W) 14 18320 176.84 (12 SENE) 15 177.85 17411: (1211W2 17409 (12 16 17687 17355 ( /2NW), 17336 (72 NE) 17 174.55 77050 (8 18 17497 17004 1 R LOW ELEV), 7000 (8NA! 167.891 OVE S5) 76067(36Ni,SW,SE),76057(8 10 18A 17545 16645 (8 SW), 16595 (12 NW), 76065 (36 NW,SE,NE), 16054(87VE 0//11 786 17695 17324 (12 SW), 75065 (36SE) - - - - - 74 (72 31( ' // REMOVE 37A 154.90 315 15355 31C(TYPE II) 155.00 32 151.62 33 145.69 54 15033 35 143.45 36 176.53 37 37A 177.21 38 159.97 39 752.69 40 15267 40A 15310 S o 1,3 7TH S71?EET 152.80', (72NE) 151.80 (12 1500(12 - W2 148.5 (12 EX/S17N0) 14749 (125W) 14574 (12'77), 14564 (125) 14531 (1251!) C5¢35 R/M 17174 (12 E) 16658 (12 - V), 16651 (12-.9. 166.26 (125) 16810 (12 15737 (12 15727 (125) 14939 (12 14974 (72 NW) 15043 (OVERFLOW ELEV), 740.93 (8NE OUT), 74082 (36 SESW) 14660 (12:5E 8NE), 14145 ( 35-571 '9, 14135 (36 14868 (8SW) 13985 (125) 13977 (8 73875 (8 - SK 138.07 (15N) 103.16 (12 SW), 103.00 (15 70291 (15NW) RAE i 277.85 (W) 766.12 (8'SW) 12817 (15 12805 ( 15NW) WA COURSE 1 N647 70' URVTY EASEMENT 5 U77,Y EASEMENT yin SS— TRACT "A" / SOUTHGATE PARK KEYSTONE WALL SPEC //7CA77ONS ALL HOW MALL BE AV COAFMAYANCE AWN Mks' DOT (APNHJ STANDARD PLANS AND S°ELYf7L'ATEWS FOR R12414 BMW AND 1221/CIPAL Gf1K5711GL^7AON WY G ' 1741 JVIA PY/BLIC 1WRIYS MAW? La WS1RIACOON AAA DE1EZQ°A67VT STANDARDS AND YAL WE SEM? LE57RI T STAADAAG SPELJRCA 1701 S ALL MAMYLCES SHALL NAM LAL'ISYS AAD S4fE7Y STEPS .SEWER P/PE SHALL BE PMC AS7M D -J2I4 MR .5 NOTE AS—BUILT /NFORMA170N IS AS OF 9/30/99. MANHOLE LIDS IN PAlkEMENT ARE IN ATP. RIM ELEYA77ONS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PAkEMENT HAS BEEN APPLIED. \ \ - 1 7Ty-�.STREET s \ \ — Yl4\ 8'S \ 4. pl{ � m 24 bti �p \ \ '\ \ \\\ \ m •\ -_ EX SAN MH #9 -31 RE 205 /E2022(8 "N 58 W) EOGE OF EA: ASPHALT NANYLYf3• SNAIL or 4B -91.11 okwriD TYPE 1 lN7H E0274711/C CONES DE _MAMMY 1,1gLTOr719E/WM? AMA 711E£SiE SNAIL BE 24 AID I16z /DA4G FRAME AM GaMfR BASE SEDDON MALL CONTAIN A AWEFAMVA7ID LWAVAE2 'MBE? GYASS S1APPCW7En PYAS7A' LINO? BY GY/ L.16R LTD OR E171/AL ALL MANHOLES SHALL BE € 4M7ELED 177 711E GROIN OF DIE SEAM NE /ANENT a n - GV/IE7 S%71I77 MALL BE A ADWIDA1 or al TEFT mow WE /NCOWNG AVIERT aEYATKNS EX SAN MN /9 -32 RE 23Z1 /E 2307 lEER/VAIE SEVER ALSeaNaGE 31 5' /WAIF LWANAC, ANY .47E7PESYT NOTE SEE SHIS C -15 & C-16 FLIP PROFILE EDGE OF EX ASPHALT (AHANOONEO) P /PE DATA MH NO LO NH NO SLOPE 1 2 955% 2 EX 72 71% 3 4 5.51% 4 5 1.94% 5 5 7.73% 6 7 2.67% 7 11 1020% 8 19 ' 7035% 19 9 8.84% 70 535% 10 71 11.98% 11 12 14959, 12 73 8 66% 13 14 5.29% 14 75 724% 15 18 15.20% 16 17 545% 17 75 2.24% 18 EX 14 45% 20 19 1513% CO (LOT 32) 20 122% NA7ER COURSE ,` \ ` EX 15" CMP \ , \\ \ \ \ \ r�WAIER COURSE Z v� ' 5 \ G \ 1 \ \ \ \ 1 \\ \1 \ \ \ I \ \Ex R Rali- R AY EX SAN MH /10 -53 MANHOLE DATA PLANNED RESIDENTIAL' DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVEREIT PHONE 354 -5018 SEATTLE PHONE 7C3 -6110 MH NO. / RIM ELEV /NUERT ELEV 7 ) 77592 77169 2 l 165.99 159.77 75935 3 f:9 781.41 4 8330 77304 77287 5 17909 17729 171.19 6 17758 16863 769.5,3 7 774.79 15595 15572 8 789.93 181.20 9 17670 170.42 77073 10 77227 76372 163.42 71 ( 76867) 15922 (FROM MH 7) 159.22 (PROVE MH 10) 15572 (OUT) 12 j 757.93 S 14790 14745 73 ) 753.45 l 14295 14265 14 ) 744 68 ( 13548 13518 75 l 736.60 L 131.90 (FROM MH 74) 737.77 (FROM MH 17) 13141 (OVT; 76 153.38 146.73 17 7 0 13547 73532 18 72090 711.50 11095 19 78609 175.63 (FROM MH 20) 17554 (FROM MH 8J 17514 (OUTJ 79758 EX SAN MH /70-37 E 74'7 - 3` 137�N STREET IF 1347 (8" /N) IF 7538 (8 OUT) EX SAN 811 /10 -32 RE 749.85 IF 74211 (8" WJ IF 747.45 (8" S) /E 747.35 (8" EJ RAY RECEIVED CITY OFTUKWILA EOGE OF EX. ASPHALT SEP 0 8 2000 PERMIT CENTER EXPIRES 3 -15 -00 6 1is Z (/) A w ',I E N t " W Q F._ Z w ° a LLJ E U w Ww LLI _ J'� i co W ' ^ I V J O LL C -12 1- 2'AMILYFAdS IV 025 PETAIC 13 a MERMAN /N,C C 25' 271ff 79 HANTAW OFFSET LI'' FACW C TRACT .A,. )HATE- 77P WA7ER COURSE \ \\ \ \ - 85(WWE(Id/ \ 1- C CAE HEW (1ZxM9 1 - 8'X eREVOOR (AV x IV) 1- WOW ASSIBY(57..7'kUV) MOVE ROGVAG' MOTE DEFLECT 184UER1UAN MAX OF 25' POE TAS HEWED 70LOCA> ISI?DBI/AN AS Ai CITED ON PLANS AFLErT IC WIE4N AS ROM 25' MAX AN 17/NT 1 -B; 4CVIEW Ai/ xAIL7 RLOCRW ALL RIrAIDMD HYDRANTS 9MLL BEAD fRED 70 771E 1E47E7? 1:4577hCT YARD BY RE C N7RACR7R IvIEEC BEM CONCRETE DRIVE LCMMfCT EX 8' r VIEW a 1 1 -8'D IS(FLx ; 4 - B'Cd7E HIDES al J COAVE7E MOWN 7MATEP - COUPSE 39 5' 10fLK/U7z/IYEASaE7VT -: sY s 1,377N s EDGE OF EA: ASPHALT REC EIVED CRYCF TUKWILA SEP 0 8 2008 PERMIT CENTER STANDARD NOTES 1' APPRIOAL(A1E LGCAFK S Or LX/STAVG U77UDES HATE SEEN O4TAAIIE9 FROM AVAL4&( RELYAPDS AND ARE S7AONN FA4. CON THE CON1RAC1DY SHALL BE RESPONSIBLE F7N? Mgr/CAT/ON Or LOC.4770N .ShDI N AND fa? LH.SCOWRY POS.SLLE AAOYDfNiCL U7RJ78T NOT 57/OMN SO AS R7 AID DAAUIE OP DISTURVANCE fE !.OV7RACRW SHALL CVN1HC_T 7 U72/77ES LAVERGROLND LOCA7IW COWER (1- 807 - 4241555) PR/OR 70 GYN(STRGC7701C FAE OMAf7P OP h'AS REPRESOVTA77If SHALL BE LoNTACTED F A URLI7Y CONFLVT EAS7S 2 CGW)RACTAP SHALL NOAFYDLS7R/CT ENONEER A AIEWM1 1 Or 48 HOURS AV AOVANIE Or ALL RE09ES7S FAP STAA7/Va 1ES77/V2 0Y /NS°ECTIOAC 3 CLW7RAC7AP IS RESPCVAS7BLE FLP COMM AT AME OF STAA7NG A 4LWIRACTOP SHALL FOR/V/S7/ 57,VP DRAM S FAY APPROVAL MIME REWIRED BY THE DLTA/L C#7CA7k %• AND fa? VARA4 Y FROM 77E E7YGNOS? DEVON ONV7XAC7AP ,SHALL INSTALL E7 XPEA /VT AV ACCORDANCE HM711 MANUFAC77AYERS' REA WEADV9AIIW$ HID 1125 SPE7 K>47KH4 AAD C/7Y OF TUKBLA STAADARDSS 8 CCWTRAC7CW SHALL FURNLSH ALL A/A7E78ALS 7. ALL NATEAVA/N POE SHALL BE AI ME AVON LYASS 52 PUSH -ON JO/NT QP AECHAMF".AL .IYNT, CERIEWT -LAW MAW A21.4) EX7ER'tw GU47E72 N771 COAL TAR YAWL INSTALLA1A:W 70 BE IN ACCORDANCE 107711 MAAUFACRINER RECOA/MENDA770WS ALL A771YG5' SHALL Er CAST /RYAN AAD SHALL COMM( 7D APPLICABLE PLP77OKS Or AN57' STANDARD A21.14 A211Z 818.2 8184 AND A21.54 M771 A A/AV/AIUA( PRESSURE RAAARO Or 150 PS. AAV MEL BE CE7ASNT- LAVED. 8 ALL GAME VAL /f3' 70 PE MUELLER. ALL HIVRAN7S 7D BE AILEI1ER. .9. CY/7"-AT AND LAE TAPS 70 BE MACE BY CQN7RAC7O4. 169 1725 ,57FONVD7YGn/T, ETORVE2 AND C/7Y a'" 17AYNCA IMAM. la? MUST BE NORR D 48 hCX/RS IN ADVANCE fa CAST IRON AECHAN/CAL JOINT .2EE1£ CCl/PUhGS HEMMED: 11. TAPPAV .SYEELES SHALL BE ML UE7? CAST /RCN: ../C14 EPDXY a2477D S1EEZ, OY ROVAC SST MTh/ STANLESS S1EEZ /LANCE: 12 LCW1 RAC7 LW /S RESPINSCIEE FOR PERITHNO ALL EX/S7,WC PIE THES AND SAS FOR COUPLINGS C NAEC71 N C/N -4% AND VIE TAPS 13 3 1/2 FOOT M /NAVUM L17f£7? OkER ALL 1847E7PAUN PIPES 14 DEVIO°ER 70 PAY FA4 STA77r COUNTY AND CYTY N9°EC7XW FEES 15 ALL A�7? [WARMS 70 BE GCLWD/NG47ED N(7H XI 7ER 1;1577G CT 1125 SLIASCW1EWOIT. 18 ALL EAZS77h0 FIRE HYDRANTS AND MANS 70 8E' O°ERA77ONAL PR/OR 70 PVT Or CONS7RUCDCNC 17 NO CHANGES ARE 70 BE MARE IM7MANJT MR/MTEN APPROVAL BY 771E BD 1125 S7A°EPiW1END- £VT OP LVS7R/CT /WINED? AND 7NE CITY Cr 7LKMLA PUBLIC NDYA3' DICAVEDP. 18 AVE? TO NO 025 C22419V77CWS AND STAAVARD5 AND 70 771E CITY Or MAIM STANDARD 57EECYFICA77ONS FOP ALL REMAIN /NC NOTES AAD DETAILS 19 PROMLL 3/4' SEIFICE LANE AAD TAP 02NWEC7TONS FOR EACH EXS'77hi, NY4471R JE 20 MA.tlMUM ALLOWABLE O%W TRENCH SHALL BE 80 FIST. 21. STOCK PILES SHALL BE OO6f71EV LNAVANG ALL PER/OOS Or PRECIP /TA11OA 22 MOP/FEED PROdC717P CORPAC770N AND MLY57Z64E CON7ROC ?EST REX/IRED AM7 1.L7°EY Ca< ?EST REPCR73' SLIEN 77ED 70 DIE LKS7R1fCT E7V[;WEDV. ALL CCAVPACTANV CNDER PAM: MO APAF7NC AREAS SHALL BE 957 MA.-kz tw DIENSY7Y AIC1947 O P1POC7VW PER ASIM D -1552 ALL OTHER AREAS 70 BE 90Z MAA7M/7IV CIEN.377 N[m/FIED A:70 7M 21 ALL HIVES PRE HYDRAN?S AAD .SERMCES 70 THE ME7ER S1A° TO BE /M2L/DEV AS PART OF ALL PRE.SSYAPE' AND PURITY, 7EY13: NO EXCEP77OYS 14 7RAFFIC CONN& SHALL BE AN ACCORDANCE HMV DY7Y OF 7UKN/LA REGVJ /REVDWS '25 ALL PIPE AM A PPUR 7Z WA N (. LRY ' 7V BE TESTED 10 N I W ENN 10 FEET CE ANY O a t h - C 11O N POYNT.S LNLESS OTHERNMS£ APPROLED BYEVQWEER 18 CONCRETE MOST BLOGWFNG SHALL BE PRONGED AT ALL BEMS 172 VAL IfS OR OTHER AH°I/R7ENANCES WERE 4Y .V 4AL PLACES REZYJ.WE RES7RA/NT. Lf OG7f W SHALL BE /N ACCOAVANCE I97N IIO 1725 STANDARDS 27 THE 1ESANC AND D/$NFECX4V Or THE "ATER M 57EA/ SHALL BE 1M7NE'S`EV BY HO 1121 Oo- GRAPH /C SCALE 0 20 40 1'= 40' EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGR` ENTERPRISE BERM PHONE: 334 -5018 SEAT. PHONE 743 -6140 96152.00 C -13 Side Elevation Rear Elevation Side Elevation Garage 18'5"x25'10" DUJARDIN PLAN #1843A FOSTERVIEW ESTATES loo Storage Office 11'0'x9'9' (�J eowlwart uneuaxEU rromc U D OD Lower Floor Plan 32' -OD Main Floor Plan SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK I PATIO 192 SF SQUARE FOOTAGE 15 MEA5I1t_D TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS_ OPEN TO BELOW SPACES AND GARAC.5 ARE NOT INCLUDED IN CALCULATIONS_ I mil , A t { i'1Ii •. I I ©COPrwe f u � P8 waac KAPPLHt AFICFa1BCi8 it DRAWING INDEX AL CODE NOTES A2.1 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 A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Upper Floor Plan RECEW OFIVINLik ?Pt SEP 0 5 9n011 PERMIT CD ttt SHEET COVER SHEET 9908323 aff g q ggg II g v 4 Egg it E .:u A Sggss r 5 ell s 1° s 1;1 1 11 I E i g.!!!!! g :4 il l: 01 a FgiiR 1 4R a ,� $ sY a 1 1 a;: 11111Ilili l _ 1 a 4 1 x11 ff 941 11 aliNitl : I S p - w o �� a1g 1 I ; l5J; § y %;ll$gYY' Viu K t E a 1 9 Q 6 T1 1 gh 1U E 1 1q i a$R 1 1 1 cR l i i! I $ a $ " 1111 5 % 1 4 , C a l illiV lile li!i! ii a ;1 Gal; ll 1 Ili 11 I 1 a 49 a 1 a g 1 ' 1 e 1S C g a g ii 2 a t Ri 1 1' E • R h l ii 9 t and a E5JaE; a- i!Ptr + II a4it ;lays; 111 Ell �i eel OW 3 0, ` � a 0104.61 i E . s ,w T � yin i i g- -s 1 S 1 Iiiiiil e Si 24 a , 1 /1 1 fl;: j aca q t: fl g t 11 I si 1 1 ;i l¢ 11 t$ a 111 1 q 1 g : U $ i l 111111114 " Ag 3 Vi w Iii g il il li • ass1� a ��aa� s s pa R .. - � ii ' ; - y 7 app Id �I 1� } °' g �PaSiiii! a s � ;1 ti j il 11 NW 1_% 1 a i.a lii i ! ia i i I A R l li s 11111 1 ill 11111 i '1 6 A I 1 20 g A % - ag , qg 9 li 111111111 s a � ° o li ° Q ill 11 111111 1 1R? iiiii 1 II Ali I ' i E 1 Al 1 g ff : s a ij ij 1 I LU' a Rea iii141,41.1J111,j,'i X1 - 'III 1111 1 II lilli 11111011)411 ' h. J MN h 1 111, lit!, 11 X111 k l 6 141111; 1f04 a �� a 1 1 r 1 4 1 1 494 113 44411 I i 11 II 11 1 1 �� .1a r N . � • ^� W N ^� ^�N ^ Piiiiiiiiq iiiillii lidil Intl 1111 t !ill ' w % 'll a , a a P m aA„ i Lei-10 Wi ilWI N i t a; aJ i 'Q i g i i s 0 i II I Igrs 11 1 I! 1111 11 1 il ti h e . k FR I � `I; 4 e; -s_ss1- 3 � S 6' a Y 4 rlr 4 Al SHEET I-- I Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 STANDARD CODE NOTES Date By Description ann A x t ui , ' r wnsmNGTan -v_° E. THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION, THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Ell IN aff g q ggg II g v 4 Egg it E .:u A Sggss r 5 ell s 1° s 1;1 1 11 I E i g.!!!!! g :4 il l: 01 a FgiiR 1 4R a ,� $ sY a 1 1 a;: 11111Ilili l _ 1 a 4 1 x11 ff 941 11 aliNitl : I S p - w o �� a1g 1 I ; l5J; § y %;ll$gYY' Viu K t E a 1 9 Q 6 T1 1 gh 1U E 1 1q i a$R 1 1 1 cR l i i! I $ a $ " 1111 5 % 1 4 , C a l illiV lile li!i! ii a ;1 Gal; ll 1 Ili 11 I 1 a 49 a 1 a g 1 ' 1 e 1S C g a g ii 2 a t Ri 1 1' E • R h l ii 9 t and a E5JaE; a- i!Ptr + II a4it ;lays; 111 Ell �i eel OW 3 0, ` � a 0104.61 i E . s ,w T � yin i i g- -s 1 S 1 Iiiiiil e Si 24 a , 1 /1 1 fl;: j aca q t: fl g t 11 I si 1 1 ;i l¢ 11 t$ a 111 1 q 1 g : U $ i l 111111114 " Ag 3 Vi w Iii g il il li • ass1� a ��aa� s s pa R .. - � ii ' ; - y 7 app Id �I 1� } °' g �PaSiiii! a s � ;1 ti j il 11 NW 1_% 1 a i.a lii i ! ia i i I A R l li s 11111 1 ill 11111 i '1 6 A I 1 20 g A % - ag , qg 9 li 111111111 s a � ° o li ° Q ill 11 111111 1 1R? iiiii 1 II Ali I ' i E 1 Al 1 g ff : s a ij ij 1 I LU' a Rea iii141,41.1J111,j,'i X1 - 'III 1111 1 II lilli 11111011)411 ' h. J MN h 1 111, lit!, 11 X111 k l 6 141111; 1f04 a �� a 1 1 r 1 4 1 1 494 113 44411 I i 11 II 11 1 1 �� .1a r N . � • ^� W N ^� ^�N ^ Piiiiiiiiq iiiillii lidil Intl 1111 t !ill ' w % 'll a , a a P m aA„ i Lei-10 Wi ilWI N i t a; aJ i 'Q i g i i s 0 i II I Igrs 11 1 I! 1111 11 1 il ti h e . k FR I � `I; 4 e; -s_ss1- 3 � S 6' a Y 4 rlr 4 13` -612' Q' -5 I2 , i IS Dl o d ( FP - I �. (P - I9 UFI i g931. r ( P -6 1 ( PEn t ( P -8 ( C v $ Garage GONG ( FP-3 ) r -1 Storage CONC. ( P -2 ( —I -P= -I wi a 6 ■/I 01.,E ' ' L 1 ! i ! 1 � � ( FP-I0 J SITE DETERMINED ,- ' ii i I 1 - k 9 I _ tl } e .. -- - " sD 4 • -8 • - j, 4 -0' Office CARPET Akin" IN 160400V1-0-000R- WNW 6.-10. ,; -1 I/2„, i . 16' -3' o _ il P -2 t2' I S -2 !1' �5 Vr' STEP m/ I f4 l T - ' HOLD EXTERIOR SLAB irrieaou ER BTM PLATE. I , I DECK LINE ABOVE j I 1 I — GM 3 (P -16 ) )341-2' Ib 9 32 D1 20 CRAWL SPACE VENTS is CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150 0 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE 14'x8505 (15% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT ARE, / 58 = 0 VENTS REQUIRED. 5_ 0 VENTS SHOWN (SEE PLAN FOR LOCATION) 6. 0 VENTS x 58 0 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF MAX. a VENTS LOCATED N RIM JOIST MUST BE PERMANENTLY BAFFLED, WSE: 502.1.4.1 FOUNDATION /LOWER FLOOR PLAN Scala V4' =I' -0' ' SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CFlN MIN -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNE A 24 HOUR TIMER -100 OR" I MIN., V TO 0T THERIOSTAT s 50' ABOVE FLOOR. Q 1I0v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED cp 24 NO E TIMER TO UE4OLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER.. C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. DoOo3oa SOTS SITE SPECIFIC FGlII')ATION FLAN TO BE INCLUDED WITH EACH LOT SFECEIC PERMIT PACKAGE (SEE SITE PLAN). FOR SITE SPECFIC STAIR CONSTRICTION SEE SITE PLAN I SHEET D4: I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I CONCRETE STEM WALL 8' WIDE WITH MI, 15'x1' FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 Wi4xWl.4 UAtF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A-I 6x6 POST ON C566: I' ABOVE SLAB ON 36,36,6 MAT FOOTING.. ON SOLID SUBSTRATE WA,/ "4 BAR EACH WAY. SEE DIV. 3 SHEET 4 -I CRAWL SPACE VENT. SEE CALCULATION SELOW. SEE DIV. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 N A or.. UND 14 MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I. 4x10 BEAM LINE. MIN i' CLEARANCE FROM PP -1 J CONCRETE AT END OF SEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST.' BEAM SPLICE I 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 (I) 2 12' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SFEs Div. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC" AS REQUIRED ( FP -I ) FP -2 J ( FP -3 J (P -4 ) (RO -$1 PP l ( P-10) ( FP-II ) ( 12 1 18'x2d' CRAWL SPACE ACCESS. INSULATE AND l� 1 WEATHER STRIP. SEEDiv. 07002 SHEETA -122 ( FP -13 ) PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24 MAT FOOTING ON SOLID SUBSTRATE Ili/ (2)'4 BAR EACH WAY OR IT STRIP FOOTING PER DETAIL 16/DI 30'X30,1 MAT FOOTING ON SOLID SUBSTRATE W/ (2) 0 4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16.1. 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE J W/ (2) 4 BAR EACH WAY ( PP -14 ) ( ice -1 51 STUB STEEL 12' INTO SLAB 9 12'oc FLOOR JOIST SEE DIV.6 SHEET A -1.. 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST. SYSTEM TO PROVIDE SAME AREA OF SEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I ( FP -2I J MIN. T CLEARANCE FROM CONCRETE AT END OF BEAMS (FP -22 ) EXTEND PIER MIN I8' BELOW SURROUNDING GRADE ( FP -IS ( P - l9) (P -20) FP -23) &-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 CONCERNNG MECHANICAL. PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF_TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRESS LOADING SEE DIV_ 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5: ROOF FRAMING SPACING. 24' cc_ UN.O_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 04. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN_ 9. ALL HEADFP' ARE 4x10 DF "2 UND_ PROVIDE (U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER A -0' LINO. SEE DIV. 06100 SWEET A -I 3'. DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE Je POINT LOAD FROM 45OYE W/ LOADING POINT LOAD TRANSFERING DOWN. % Y � POINT LOAD TRANSFERING DOUN W/ LOADING T V HANGER POINT LOAD TRANSFRED BY KICKER. J 9 QY .HOLD DOWN WITH SIZE DESIGNATION 4 S / VERTICAL STRAP WITH SIZE DESIGNATION S TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES SEAM CALCULATION'WITH le IDEXED L-' EXTENT OF SHEAR WALL ,TYPE OF SHEAR WALL 0' — illy I I ABOVE .2 "t WALL BELOW NOTE:. UNLESS OTHERWISE NOTED, E.INEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. _5 R w .� CITY OFTUKWILA SEP 0 8 2008 PERMIT CENTER TIR JOE NO 9338323 O (n BASE PLN B200 -073 _ SHEET A2.1 99083.23 MAIN FLOOR FRAMING PLAN Scale V4' =1' -0' I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I (' F -I F -2 ) F -3 I F -4 ) - S F -6 ) F -1 F -8 F - 9 ) F -I0 ) F II FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM t ) OF JOISTS I F -12 ) F -I3 ) F -I4 ) I F -IF ) a I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, . PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF,TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DI V. 6100 SHEETA -I - TRUSS LOADING SEE DIV, 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- FLAN 5. ROOF FRAMING SPACING, 24' oc. UNO. 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4, VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROCF PLAN, 9, ALL 'DERE ARE 4x10 DF 2 UN.O. PROVIDE CV TRIMMER STUD UP 70 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' IMO_ SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV,15 SWEET A -1 RAKED PONY WALL ON TOP OF LOUDER ROOF FRAMING MEMBERS SUPPORTING- UPPER ROOF FRAMING MEMBERS, ALIGN EDGE OF JOIST WITH FACE OF WA;_L ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ SOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP. OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -1 FLOOR JOIST. - SEE SCHEDULE DWG-, SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV_ 06100 SHEET A -I TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5° BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUITr'S DOWN BELOW JOISTS 2X6 OVERFRAMING . 24 OC 2x6 CEILING JOISTS . 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DO. 4, 2 POINT LOAD TRANSFERING DO. 0/ LOADING 0 uTlwso POINT LOAD TRANSFERED SY KICKER HOLD DOWN, WITH SIZE DESIGNATION. 1 Q °�y VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxz _ HORIZIX.TAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ® EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WELL ABOVE 1 "' °;':! WELL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING. AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TTLE CO CL: CD LO Co CO Q C O ! C.) Q : Le JOB. ND: 9908323 BASE PLN B200-073 RECEIVED CITY OFTUKWIIA SEP 0 8 2000 PERMIT CENTER ; i / 5' -0' 3'-31/2 4' @ 6-I V2' 1 4040 / Patio CONC X ( -g) 130X CUT FOR 6 -VENT( P l ly 1 506405 • - , 1050 (o(� LJ l—J rt i , DW�� ( P 4 ) . -= U COLUtN Q„�.1 RA F WELL II11 e Nook VINYL Kitchen VINYL ; (P_p Family c- ET (P ) 36 MU_ ® I REIURN AIR IL-111 `�� ONO.. .REFER j DESK ' I { 36 WALL > cuz C! TO 1901TOr OF STA° T � - 1 ,-666 POST \ IiP ia rc.. ,. --; \ 1W /\I I y 0 sl P 11 p F TAL - ° P -12 1\ 1 / \ "'Ili' 24 123 v 36 RALF 9LALL mum € I I El i I t ( P_10 IA 3' -0' Dining CARPET 3' 3' -9' 1' -2 il i .. 2' -3 1/2' II' "•��`, ' 7-1.1 1 E G' - • O' II [� u•u 7 i OFT.041.1 SFR OF 1 -.110 _\ DOORS o T: / OP DEN \` ts Y DUI S� ?, __ w .- .,.�;: 6050 ,. ..._ _.. 6' -51/2' 6' -II I14' 4 V' _ 4 J' .'_.. Covered , 111 Landing Porch i L WOOD I I I I I I IIII —G J DOM GRADE � a I (P -16 1 1 ,,. 11' -9' 9.f' 49 GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1843 SF 22033 SF 11.8 5 SF. IS CALCULATED. USING THE REQUIREMENTS SET FORTH IN THE W45HINGTION STATE ENERGY CODE - REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE 4 1/2' SYMBOLS AND LEGEND TQ QF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CR1 MIN VT05 WHOLE HOUSE EXHAUST 6 4N CONNECTED A 24 HOUR TIMER -100 CFI MlN VTO THERMOSTAT a 50' ABOVE FLOOR 110v SMOKE DETECTOR PER USG IUI71-1 BAI it!, BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 1516 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR.INTAKEFROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER • C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085' D- PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 7 32 0' MAIN FLOOR PLAN iTs P -4 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I P -2 ( P -3 I P -4 (PS I P -6 ) P - J COVER WALLS ADJACENT TO TUBS AND J SHOWERS WI7H NON - ABSORBENT MATERIAL I P - a [ P -9 (P -101 � II j 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD 1. J CLEARANCE. INSULATE AND WEATHER STRIP. 5.- Div. 010021 SHEET A -I P -I2 1 P -13 (P 4T 1 WALL LINE BELOW ( °r P-16 IP -r' P - IS P -19 I ( P -20 I P_2I i UPPER AND LOWER LINEN CABINETS P -22 I I P -23 I P -24 I L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANCAL, PLUMBING, AND ELECTRICAL OCCUPANCY Se,ARATION: APPLY (I) LAYER 5/6' TYPE 'X' GLIB- TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAF' POST AND BEAMS.. APPLY C2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010029 SHEET A -I 13/8' MIN SOLID. CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER USG SECTION T003 A. HEADROOM MIN. 6' -V, WIDTH MIN 3' -0'_ S. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT_ C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 1/2' MIN TO 2' MAX. CROSS SECTION DIMENSION AND 11/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS). E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' GIUB: l2) LAYERS 6 CEILING AREAS, F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/, LESS THAN 4'. BETWEEN. BALUSTERS. SEE DIV. 01002A SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A WINDOWS WITHIN 0' OF FLOOR B. WINDOWS WITHIN 4 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRIIELLS. E WITHIN 5' OF TOP OR BOTTOM. OF STAIRS SEE Dlv. 00800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 00600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE US' MIN, ABOVE TOP OF SLAT. SEE DIv. 15 SHEET A -I TO 10' ABOVE DRAIN INLETS. 5. DIV 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAV C3I RISERS. HANDRAIL REQUIRED PER UBC, SECTION 1006. SHEET, A -1 15 .4 CRAWL SPACE ACCESS. INSULATE AND UEATHER STRIP. SEE DIV.' 010022 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG." SPECIFICATIONS. SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 010028 SHEET A -I B- ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS SEE DIv. 010028 SHEET A -1 '... c. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV 01002.0 AND 9 SHEET A -I D. 5 /8' TYPE 'X' GUIS ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING SEE SITE PLAN FOR EXTENT OF WALKS AND DRIvEWAYS 3' DIAMETER STEEL POST 36• C-UARDRAIL. PER. UBC 5092 A- AT STAIRS SLOPES AT 35' ABOVE STAIR NOSINGS. VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC 5. Div. 15 SHEET A -I PLANT SHELF ,',OBIT AREA INTEGRATED MAKE UP AIR 2 256 STUDS W! R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL 835 SF 854 SF 162 SF 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN, TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS.' JOB NO.: 9905323 TITLE ,BASF PCP! B2C'J -3:3.' PERMIT CENTER SHEET 9908323 FROMM CITY OFTUKWILA SEP 0 8 2000 3 CO UPPER FLOOR/LOWER ROOF FRAMING PLAN Scale I GENERAL FRAMING NOTES I F -1 I F -2 F -3 F -4 l F -6 F - 1 F -S l F -3 F -10 I F -II , I F -12 ) F -13 , F F -I4 l F - I3 0 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEER 3_ SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANOR TRUSS PLAN SHO. 15 FOR GENERAL LAYOUT ONLY SEE Di V. 6100 SHEET A -I - TRUSS LOADING" SEE DIV. 010001,1 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNl PLAN 5. ROOF FRAMING SPACING, 24' o <. UPLO_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1_ RAFTER TAIL 2x4 VERIFY_ S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. F ALL PEA_.. QS ARE 4x10 DF 2 UNO. PROVIDE ll) TRIMMER STUD UP TO 4-0 SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO_ SEE DIV. 06100 SHEET A -I I FRAMING PLAN KEYNOTES I BACK FRAMING. AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 14VAC DUCTING SEE DIV.IS SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EMENDS 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 CALCULAT'ON SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG.' SEE DIV. 06100 SWEET 4 -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SWEET A -1 FLUSH - BOTTOM OF BEAM EVEN 111/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND SEAM EXTENDS DOU.N BELOW JOISTS TOP OF BEAM 5" BELOW TOP OF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM SUMPS DO. BELOW JOISTS 2X6. OVE RAMING • 24' OC 246 CEILING JOISTS • 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING IN POINT LOAD TRANSFERING DOILPI POINT LOAD TRdNS'rERING DOWN W/ LOADING .4 HANGER POINT LOAD 144444ERED BY KICKER y HOLD DON WITH SIZE DESIGNATION 9� VERTICAL STRAP WITH' SIZE DESIGNATION. Q TO BE USED ON FL BELOW STXX _ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH • INDEXED NUMBER - - -.- EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE Y . WALL BELOW NOTE: UNLESS OTHERWISENOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS z ? TILE JOB NQ : 9:08373 BASE 'PLN4200 -073._ SHEET A4 aL SEP 0 8 2000 PERMIT CENTER 5' -T , 5`-4 4' -T• 5 1' 10 -11• / 3 1/2' 1 I/2y / )-1 V2X 3 1/2 5' -5 U 5' -5 U2' 2040 2042 / 2x8 ROLL FOR ES-VENT I PBI 5010.. / '❑ I. .. ( P-II l Bdrm #3 , 12 , W.LC. CAS T ■ ;a, nos I ' -. v - • ate' Bath E. - \ R� - -- ( I V 7 _ _ Will_ _ CLIP CCR Bath CA CARPET _ :, r„ ( p p `: � ..' p ° all (PI ) � y . � E 6�BP. — 5 2g —: CST - SD LEI H 2x ROLL FOR .. NR , ��' Alk ME M. Bdrm. sl CARPET Ai SD 10' -0' 1'-6' Sitting CARPET P -5 4 .9 Bdrm #2 CARPET r.. 5040 5040 1 1 LJ ROOF LINE _LOW 4' -, I/2' I, 6-4 I/2' i � 5040 r.1 LJ ' r1 LJ , 4' -6' , ' -3' T -3' IT 6 / / 14 6• / 32 -0 SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50. CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MI, VTOS WHOLE HOUSE EXHAUST FAN. CONNECTED A 24 HOUR TIMER - CF,1 MIN„ N0 TQ THERMOSTAT • 50` ABOVE FLOOR Q 110v SMOKE DETECTOR PER UBC W17H B4TTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO UNOLE 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 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Sc41e 1/4 -O' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES L P 1 1 OCCi. ANGY SEP4R4TION: APPLY CI) 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 -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV.' 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6'48', WIDTH MILL 3' -0'. B. TREADS 10` MIN. DEPTH, RISERS 8' MAX. HT- C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 112' MI.N. TO 2' MAX CROSS SECTION DIMENSION AND I I2' MI, CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(SJ E COVER USABLE SPACE UNDER. STAIR W/ 5 /8' TYPE, •x• G.W.B. (V LAYERS e CEILING- AR EAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 010026, SHEET SAFETY GLAZING PER USG, SECTION 2406 A. WINDOWS WITHIN IF OF FLOOR WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZED IN DOORS E. WITHIN STAIRUELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV- 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE. TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS' AND SHOVERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS SEE DIV 09250 SHEET A-1 (2) LAYERS OF FLOOR SHEATHING OvER FRAMING. 8 MAX RISER WITH 10' MIN. RJN IF MORE 114.N (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 IN x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. NET DIV 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/. 30• HEAD CLEARANCE. INSULATE AND WEATHER STRIP SEE DIV. 91002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW P -3 P -21 ) UPPER AND LOWER LINEN CABINETS SOY - -FIT AREA INTEGRATED MAKE UP AIR 2/6 STUDS W/ R -I9 INSULATION MIN. P-24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS.. 2. 1: 4:RgY AND AIR QUAILITY INFORMATION SEE DIV IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div- 8 SHEET A-I 5EE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.5 SHEET A -I B. ZERO CLEARANCE FIREPLACES5HALL CONFORM TO UBC' REQUIREMENTS. SEE DIV. 010029 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' GUS ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAM=ETER STEEL POST 36' GUARDRAIL' PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER USG SEE Div. 15 SHEET A -I PLANT SHELF THE CITY OFTUKWILA SEP 0 8 2000 PERMIT CENTER JOB NO. 9408323 BASE PL N B200 -073 ROOF VENT CALCULATION BASED ON S 2 -7/7 HOLES PER VENT BLOC( R OOF VET: CALLS BASED ON ucC s. CTION 1503,3 TOTAL ROOF AREA 854 6,300 :285 SF OF VENT AREA REQ. 50 % AT EAVE = 142 SF REQUIRED 50 % F 36• (MNJ ABOVE EAVE = 142 SF REQUIRED 5 ' ROOF JACKS AT 50 50. IN. EAC14=2500 SQ. IN= 174 SF 48 LF_ OF EAVE VENTS AT 52 SO INJLF =249.6 SQ. IN=173 SF I GABLE END VENTS AT 18UTA x = 24 5Q IN. =.17 5F GABLE END VENTS AT x = SQ. IN: 0 SF 2 GABLE END VENTS AT 24 DIA = 58 SQ. IN =81 SF TOTAL VENTS PROVIDED ROOF JACKS = 174 SF EAvE VENTS = 173 e, /.FGI FEND VENTS = S7 SF TOTAL SF OF VENTS PROVIDED = 4.44 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC NSULATION UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH UPPER ROOF FRAMING PLAN SCALE V4' =I': -0' I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I 5 -2 l F - ( F -4 l F -5 l ( F -6 ( ) F -S ) r -S l PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH 1.111 TOP OF JOIST AND BEAM EXTENDS DOILN BELOW JOISTS ( F-13 1 TOP OF BEAM 5' BELOW TOP OF JOIST TO F )' ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS ( F -I0 r F -II l F -12 l t F -14 � F -IS I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION 5:45ET 3_ SEE COVERSHEET FOR ALL NOTES AND REQUIREI MECHANICAL, PLUMBING, AND ELECTRICAL 4_ TRUSS DESIGN BY MANI.P. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 0100014 SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24• oc_ USW_ 5.500E PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1_ RAFTER TAIL 2x4. VERIFY_ 6. ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN. 9. ALL HEADED ,- ARE 4x10 OF r2 UNO. 'PROVIDE 11) TRIMMER STUD UP TO 4' -0• SPAN AND (2J TRIMMER 55255 OVER SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA A5'. REQUIRED TO ALLOW FOR HVAC DUCTING SEE 0IV13 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W / BOTTOM OF JOIST AND TOP, OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 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 -I FLOOR JOIST - SEE SCHEDULE' DWG. SEE DI, 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT 2X6 OVERFRAMING F 24' OC 2X6 CEILING JOISTS F 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN 9 HANG_R POINT LOAD TRAN5FERED BY KICKER POINT LOAD TRANSFERING 00WN W/ LOADING g ev HOLD DOOM WITS 51214 DESIGNATION 1/. VERTICAL STRAP WITH SIZE DESIGNATION TO BE. USED ON FLOOR BELOW 9Txx — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH NDF_XED NURSER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 11141 1 ABOVE r.: •. -'F WALL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TIRE JOB NO.: . 9908323. BASE PLN 8200 -073 SHEET A 6 = „,A9083.23 CRY OFTUKWILA ._.. SEP 0 8 2000 PERMIT CENTER cn`i?' w = L E~� W2 04 S 1 M _ er oo Z ' � 77 0 1�+1 IL QI (J 0 ('S 20 4 SIDE ELEVATION Scale WO 0 ' 1:12 1�1 TOP PLATE WIN .1-mR HGT UPPER FLOOR TOP PLATE IWFL 14DR I46T. An e co TIAN FLOOR , REAR ELEVATION Scale V8' =1' -0' SIDE ELEVATION Scale VB' =1' -0' OOE3( TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIY. 7) SHINGLES (DIV. 010005) BUILDING PAPER (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV 6) 71W OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DP/. 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) UY RESAWN PLYWOOD GWB: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) WOOD SIDING (DIV. 0100.5) BUILDING WRAP: (DIY 7) 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV. 6) 2 x 4 STUDS AT W OC INSULATION: (DIV 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER OWE (DIV. 9) UY OWE FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR (DP/. 6) FRAMING: (DIV. 6) INSULATION: (DP/. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL 2x6 CORNER BOARDS: INSIDE 2.2 OUTSIDE 2x4,2x3 FASCIA: as UNO 1! II ' IIII'I I 1_ L - LI_ 11111 LLL ill L � 2x3 STOOLBOARD 6 TRIM OVER Ix10 TRIM a/ Ix6 DENIALS a 24' oz. r. a A I: LL J II 1 Y'L :1 Jl I L l L_ I 111 I FLDOR L1 L.LI. ..�_I __ Jl 1J I.li ; 1x4TRM . _ i• - PLATE b:3 BATT5 OVER FialCIN SAWN PLYWOOD • 12' oc . TTP. (32 PLACES FINISH PER PLANS (DIV. 01005) 314• TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BAIT U2' RESAWN PLYWOOD 1,4 TRIM OVER 1x6 09I11 1/2x2 CORJER'IOLD r STOOL EOARD FROM 3,6 2,4 TRIM 2,10 TR-1 2,8 TRR1 2,4 P.T. PICKET a/ 1,4 0.0. 5 711 AGa 510E IS' SHUTTER 1 1100 PLYWOOD z L 1 Llll L1 L �JYL .1 L1 l _L1 Il . L1 J1 ll 1 J . :l_J I1 IL 1 1L L L_1 _ _!; _L L 1I�LL1 Ll1 1 1 1. L _ _L1_1_111_11 L 11 ! I - IT J II LLL_ I I I L 1_1,1 I _i J 1! I I 1 L L. -1 J 1�L 11 r.LLI 1 L L I 1 LLL_ �� 1 ,1 L LI iJL l LIl 1 L _l .1 1 1._ 1 1__Il[ J JELL L .1 Jlll _1 L [ L 1 I LJ _ ? LL: III 1 I I . 1 11[ L11 I ill 1 �_L }L I I I IL l J I L_1 IJll ' I 1 __- 1 ! h 1 LLf i 1 . . -1 IRAN = I I1 ; 1 .1 1•1•11Il.i 11-1111111111111111111 III lI�I111 IL 1111!111 1 MN II II _MMI II EN N os SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION FRONT ELEVATION Scale V4' =I' -0' Scale 1/4'=1' -0' IS' GABLE END VENT 1,3 BAT0 OVER RO55N SAWN PLYWOOD • IT oc GARAGE FLOOR Ski" 0 a JOB NO. 99083.23 BASE PLN 8205 -073 SHEET A l 9908323 CITYOFTUKWILA SEP.0 8 2000 PERMIT CENTER TOP OF FINISH GRADE I6' I II ®APA L 3/8 ° =T-0° w000- osloo.1 ATERAL RESTRAINT PANEL * CRIPPLE WALL 0 FOUNDATION 13 3/4 =i 03100-03300- 06_TJI TOP OF DCLEL I/2' CLEAR FOU DATIO D TAI *3/4"=1 NOTE: BASEMENT SLAB MUST BEM PLACE PRIOR TO PULL BACKFILLING OF WALL. NO INSULATION. MTGE. BASEMENT SLAB AND STEM WALL. TOP OF SLAB 2x H 2X4 TOP PLATE GARAGE DOOR 14DR (SEE FRIG. PLAN FOR SIZE) NAIL SHEATHING TO HOR W 8d NAILS a 3' OC. a SHR WALL LOC. UNO. CN SHR WALL ECHE. 2 244 STUDS -NAIL SNEATHMG W 861 NAILS a 3 O.C. TO EACH STUD UNO. ON 64R WALL 504ED. NAIL Bd NAILS a 3' OC. a ALL PLTS, 41DRS, i STUDS OHO, ON SHR WALL SC4ED. 2 2x4 AT ANT SPEATH1516 JOINT 1/I6• O.S.B. SHEATH!. (MIN.) STHDI4 STRAP TIE ANCHOR MAIL TO BOARD FORM BENQJ 1P AFTER CONCRETE CURES) USE 38 -16690 IB NAILS EACH UNO. 2 -2X4 PLATES NAIL SITS. TO EA PLATE (2)56' o AB. W MNI' EMBEDMENT UNIX ON 5116 WALL SCHED. CONTINUOUS FOOTI. III -I 111 X1111 l FRI 1g111�1011= 116.' =1NII= II111P11llll =t II-Nl 1111 , -. All mll� - mn� �m1�mHH��I 5L0' AB. W 27000A6' SO. STEEL PLATE UASF®25 a 4' -0' OL (DN. 3 SHEET AD EXCEPT AS NOTED ...MALL �ri.En T MN. EMBED. (2) N BAR TOP •4...BAR• It ob. RILL HEIGHT OF WALL (DN.3 SHEET A -U •4 VERT. J -BAR a be (DN. 3 SHEET A -I) DAMP FROM. (DN. l Bit AU HORD BAR 610'oc (DN 3 SHEET A -U T.INLINE 4' PER. LTG. )RAN WfinTER M 2' GRAVEL BED (DN.2SHEET A -I) - (4) M BAR CO.. (Div. 3 SHEET A -U SOLD SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER vA90R BARRIOR (2) •4 BAR • TOP 03300 00000 - 24 5/8,10• AB. W 2707346• SR STEEL PLATE WASHERS s 4'-0' OC - (DIV 3 SHEET A -U EXCEPT AS NOTED OJ SHEARIALL SO.D. T MIN EMBED_ S TOP OF J -BAR OP.OF SL O ° °Sy8 8g ) . 3/4° =T-O• Eli IL 1 I /2• CLEAR 3' -2' 8' I' -0' FOU DETAIL 4 ...BARS IV oc, R1 HOG. WALL (DIV 3 SHEET A -U V'Ri. J -BAIR oc (DIV 3 SHEET A -I) •4 HORL BAR s WY oc (DM 3 SHEET A4) MBAR s12 8,2 (DIV 3. SEER A -U - 3• DAMP PROOFING ( DIV 1 S. Al) -�` 2' CLEAR (5) 4 BAR CONT. (DIV.3 SWEET AD SOLID SUBSTRATE 4 CONC. SLAB OVER 4• ROCK 022 vA°CR BN,REOR LINE CF EXCAVATION ADD BARS TO MATCH REINFORCING PER PLANS n STEPPED FOUNDATION DETAIL V N.T.S. 03300-00000-25 litim s o-0 fal Kg -,-.. IMMTAMTIIIlITiLf 11111 I a \ V I 30-llu'I'25 =11 CRIPPLE WALL ® FOUNDATION 08100-03300-07_1:9 TTF. PL✓JR FRAMING PER PLAN (DIV 6 SHEET AD BLOCKING OVER BENZ BEAM PER PLAN SCAB TOGETHER W NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EAC POST PER PLAN OVER NERVESTRAL CONY. FOOTING PER PLAN MAT FOOTING PER PLAN 04 CONT. N BAR A36 RA•MSET TO FOOTING FOR P051TIVE. CONNECTION_ PER .AIR6DICTIONAL REQUIREMENTS. TTt? EXTERIOR WALL CObTRUCTION PER PLAN [DIV 6 SHEET A -U TYP. FLOOR FRAM. PER PLAN MI, 6 SHEET A -U SOLD BLOCKNG 022 SUFPO2T5 LOCATE SEAM.* JONT C019ON MB'PER RIM BOARD •• CONY. SOFFft vaMT FF_SAWN PLYIBO D a SCMT TREATED MID SILL SEE. F-OINIDATIOI DETAILS FOUNDATION DETAIL FOUNDATION DETAIL 3 /4' =T-O SLAB 0 STEM WALL 3/4x=1 -0° TYPICAL EXTERIOR WALL COLSTR7CTICN PER PLAN (DIV_ SHEEP au AIRSPACE 6' BUILDING PAPER HOOKED END MA` r.IEER TIE TO FRAMING EV.. 2 SGL FT (Div 4 Meet AU MASONRY .BER CONT. PLASHING WALEEP HOLES s 4,7 OC. TREATED MWD SIL (DN 6 SHEET A-D SEE FOUNDATION DETAILS 3 12' PLAN 6 MN V62ET' GRADE CONTOURS NOTE = THIS OP(TON CAN NOT BE USE AT SHEAR WALLS- 04200 06100 02_TJI 7 I Mill ' TIM FLOOR FRAMRG PER PLAN 011.4 I (Div 6 SWEET A -D i TTP EXTERIOR WALL CCNSMICTICN PER PLAN [Div.& SHEET AD LOCATE SHEATHIG JOINT e COAMCN MIEtsee BLOCKING OR JOST s WALL RIM BOARD FURRING WALL AIR SPACE. 0300. 00000 - 18 VAPOR BARRRIER. DAMP PROOFNG (DV 1517 AI SEE FaNDATICN DETAILS CANTILEVER FRM'G AT FOUNDATION DETAIL 3/4 =T-0' ° FURRING 08100 03300 02TJI 3/4' =F-17 r0- I 61721-4- X 0 TTP EXTERIOR WALL CANSTR`TIOt PER PLAN (DN 6 SHEET A -U 4' CONC. SLAB OVER 4• GRAVEL BED (DM 3 SHEET A -I) TREATED MAID SILL (Div 6.SFEET A4) SEE FOJNDATIO: DETAILS 06100-03300 -03 * POST /FOOTING CONNECTION 16 3 /4 - 08100. 03300- 10_TJI L. 0 111uOUCJ Gala TYP. (Div. 9 SHEET A -U INTERIOR BEARING WALL (DIV. b SHEET A -I) 12Yx10'AB.a 4'-0' 0.C. (DIV. 3 SHEET A -U SLAB ON GRADE PER FLAN (DIV. 3 SHEET A -U VAPOR BARRIER C04T. SPREAD FTG PER FLAN (DIV. 3 SHEET A -V• 45 07.4 BAR CONT. (Div. 3 SHEET A -U FOUNDATION /FRAMING CONNECTION . FOUNDATION DETAIL 3/4W 09300. 06100.09 3/4 =1-0' EXT. DOOR AND FRAME (DIV. 8 SHEET A -I) DOER 141 s4a.D FLASHING AS REQ. (DI,1 SHEET A -V .RVESTRAL FLASHING CONC. SLAB OVER 4' GRAVEL BED (Div. 4 SHEET A -U RI 2.12 TREATED TRESHOLD T RM..DIST TREATED MID SILL (Div.6 SHEET A -U 4 VERY. RE-BAR FROM STEM WALL 511113BED NTO SLAB TYP FLOOR FRAMING FER FLAN. (DIV 6 SHEET A -U EXT. DOOR THRESHOLD DETAIL 05100m300•04_TJI FU1 WIDTH TI.ATE MAID SILL HANGER PER MW TT P. FLOOR FRO 411. PER RAN (DN b SLEET A EX. DOOR AND FRAME WM 8 SHEET A -U DOOR B RESHOLD FLASHING AS REGD. (DIV 7 SHEET A -U NERVES FLaSTNG 4' CONC_ SLAB OVER 4' GRAVEL BED (Div. 4 SHEET, A -U TREATED MD SILL (DIC SHEET A -I1 AIRSPACE TTP 4 vERL RE -BAR FROM STEM WALL STUBBED ONO SLAB R75T AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4-4-o- 08100-03M0-05_T TYP FLOOR FRAM NG PER PLAN (DM 6 SHEET A -U TIP. EXTERIOR WALL CONSTRICTION PER PLAN (DN. SHEET A -U TREATED MID SILL FRAMING /FOUNDATION CONNECTION 3/44 06170- 03300- 08_TJI FINISH GRADE \ TOP CF DOWEL TOP CF SLAB 3/4"=T-0 It) 4. G 4' 2 4 . G DRAIN W/FILTER GRAVEL BED. A94... 4 • (DIV 1 SHEET AD (4) •4 BAR CONT. (DI, 3 SHEET A. SOLID SUBSTRATE NOTE FOOTING DOES NOT SLIDE IN THIS CC DRICH, FOOTING SPANS HORIZONTALLY. 1.12• MIN 111111 II CANTILEVERED RETAINING WALL 3/4"./431" 03300. 00000 -22 FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL TREATED MID SILL FRAMING PERPENDICULAR TO STEM WALL 12 14 F' AB. W 270'X3/16 sr/ STEEL PLATE WASHERS a 4' -0 OC. (DIV.' 3 SHEET A-0 EXCEPT AS NOTED ON ...ALL SCHEDULE 1• MIN, EMBED - •4 WORIL BAR IV OC, L -6' CORER OVERLAP (DIV 3 SHEET A -U N VERT- BAR SAME AS STUB STEEL. SPAM . (DIV: 3 SHEET AD TIGHTLI E DAMPPROOFMG (Div: l SHEET A -U '4 STUB STEEL FROM FTG a I6 OE. (DIY. 3 SHEET A -U 4' PER. FT. DRAM ELI/FILTER IN 24' GRAVEL BED (DIV 2 SHEET A -U SOLID fA-UBSTRATE (2) .4 BAR CONY. (Div. 3 SHEET A. 0' AB. W 270703/16' STEEL SR STEEL PLATE WASHERS s 4' -0' OC. lDIV.3 SHEET A -U EXCEPT AS NOTED CN SHEARALL SCHEDULE 7' MIN BRIBED_ (2)•4 BAR a TOP IN VERT. BAR • 12• oc. FULL HEGHT CF WALL (DIV. 3 SHEET A-U DAMP PROOFING! DIV l SHT At) 4 VERT. J -BAR • Q'oc (DIV. 3 SHEET A. '4HgL BARal0'co (Div.3 SHEET A -IS TKGHTLME (2) N BAR a TOP FRAMING/FOUNDATION DETAIL 03300- 00000 -01 5 /8 AB. W/ 2007(3/16• SR STEEL PLATE WASHERS a 4' -0• O.C. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON AR4 AI L SCHEDULE 1' MN EMBED. •4 VERT. BAR a p• oc, RILL HEIGHT OF WALL (Div. 3 SHEET A -U VERT. J -BAR a 8 - oc (Div.3 SHEET A -U 4 HORL BAR a NY oc (DIV.3 SHEET. A. 4 BAR e Q oc (DIV.3 SHEET A -U T614TLINE DAMP PROOFING ( DIV 1 SRI AU LEAR (4) 4 BAR CONT. (DIV 3 SHEET A -U SOLID SUBSTRATE TYR EXTERIOR WALL CONSTRUCTION PER PLAN (DIV 6 SHEET AD LOCATE SHEATHING JOINT COMMON MEMBER RM BOARD T I P OOR FRMIMG PER PLAN (DIV.6 SHEET A -U SEE FOIADATION DETAIL(5) 4' PERT. LTG. DRAIN W/FILTER M 24' GRAVEL BED. (DIV. 2 SHEET A -U 03300- 00000 -28 1 ',F. EXTERIOR WALL CONSTRICTION PER FLAN (DIV 6 SHEET A - LOCATE SHEATHING JOINT e COMMON MEMBER SOLD BLOCKING s RIM JOIST a EXT. WALL PONT LOAD BEARING PER RAN TREATED MAID SILL SEE FONDA DETAIL.) TYP FLOOR FRN1NG PER PLAN (DIV 6 SHEET A -I) 3/4"4 06100-03300-OLTJI co CIS co cp 19 co ''AA C y V co , O ma JOB NO. SHEET D1 RE001VED SEP 0 8 2000 PER iTOENTER I •T . 76 O.C �� j1 i - • I' I 24' MAX SPAN NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION 15 30' OR LE. - ABOVE FINISHED GRADE. 2zb 2x2 A 5 1/1' OC (CLR DIST- BTWN NOT TO EXCEED 4' SOLID SLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROTS OF 1/2' LAG BOLTS AT Y ' oc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL dz BEAM (51ZE TO REDUCE NUMBER OF POSTS s 2 STORY CONDITION OR UA4EN POSTS EXCEED A' N LENGTH. SCAB W/ 2X4 EA SIDE 2x (2' GREATER DEPTH THAN JOISTS/ FINISH LANDSCAPE GRADE FTSUB PIGRADE (V3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE BELOW GRADE TYP. DECK CROSS SECTION 3/41-0' 06200- G170- 19_T.5 } BAFFEL - EXTEND 6' ABOVE BATT. NSA. OR TI' ABOVE BLOWN NSUL TYPICAL ROOF CONSTRUCTION Y MIN. CLR FOR vENTNG 1X BLOCKING NTH (3/ 2 IQ' • HOLES WTH SCREEN SEE ELEVATION EXPOSED TRUSS TAIL Li ' TIP. GUTTER FASCIA PER ELEVATION Cr, . EXTERIOR WALL CONSTRICTION/ FLASHING (DIV.1 SHEET AI/ DBL OR GIRDER TRUSS (PER PLAN) (TIP) ROOF CONSTRUCTION FRAME OVER WALL DETAIL 3/•=1 06100. 07300 -15 FRAMING PER PLAN DaoDO -3oa () SECTION ® BEAM 3/4W-0" 3 SKYLIGHT FLARE WELL DETAIL 3/4.4 07300- 0610001 it II y it I ! !! II I STAIR SECTION DETAIL 3/4 =f-0e WALL STUDS BEYOND DBL JST, BLOCK A5 NEEDED SEE PLAN SEE PLAN FOR TYR RISE l RAN DIMENSIONS 3/4' PLYWOOD RISER 1 1/8' HARDBOARD TREAD WITH EASED NOSING WITH 2 2x STRINGERS TIP. UND. CENTER STRRGE 2z4 STRONG BACK NP.. NAIL WALL STRINGERS W/ (21 16dT0 WALL Sn1D5 5/8' TYPE 'X' GOB. AS REQUIRED SEE NOTES BELOW 24 KICKER PLATE. HEADROOM MIN b' -S', WIDTH MIN 3' -0' PER 4. INSTALL FIRE BLOCKING a STRINGERS TOP UBC 100615 1 BOTTOM 4 ADJACENT UAL.) PER UDC 2. TREADS S MIN DEPTH, RISERS 8' MAX HEIGHT. SEC. 1082 3. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD. 5. COVER USABLE SPACE UNDER STAIR WITH NOSING. HANDRAIL I IR' MIN TOT MAX. CROSS 5/8' TYPE 'X' GOB„ USE 2 LAYERS SECTION DIMENSION 4 I U2' MIN CLEAR FROM CEILING AREA - PER UBC 100333.3 WALL; RETURN RAIL ENDS PER WC SEC 1006.5 6. INTEREDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5033 0610047300 -37 w /4"4 - 0820008100.01 3/4 1 EAVE DETAIL GABLE END DETAIL 3/4W-0" GABLE END DETAIL TYPICAL ROOF CONSTR CTION TROT PER ELEVATION BARGE BOARD PER ELEVAllOi 2X4 BALKER FOR BAtd$ - HAIL TWO SKIP S.A... WM I6d a OD TIP 2X4 CAM. -. a 4' OD NTH 2X2 BEAR@! FOR TR41 TYP EXTERIOR WALL CONSTf tcrioN TYPICAL ROOF CONSTRICT,. 01010047300 -12 TRIM PER ESVATIONS BARGE TYR SEE ELEVATION 2X4 BACKER FOR BARE - NAIL 1Hd) SHEATH. NTH I6d a OL. TYR 2x4 OUTRIGGERS a 4' cc WITH 2x2 BE RIEBN FOR TRM BLOCKING AT CEILING LINE 2x4 LEDGER a NT. CEILING LNE Cr, EXTERIOR WALL CONSTRUCTION? BALLOON FRAME GABLE END WALL 06100-07300-06 G /44 06100-07300-13 3 /4' =1• EAVE DETAIL 3/4"=1-0' EAVE DETAIL EAVE DETAIL 3/4 =T'-0 EAVE DETAIL 06100 - 07300 -01 BAFFEL EXTEND b' ABOVE BATT. NSUL OR II' ABOVE BLO M NSUL (TYP. ROOF CONSTRUCTION 2' MN CLR FOR VENTING IA 11 48' OL. AT OUTSIDE FACE OF WALL WO ON SHEAR WALL SCHEDULE 2X BLOCKING LUNN (3) 2' • HOLES WITH SORE. SEE ELEVATION EXPOSED RAFTER TAIL (TYR GUTTER/ FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRUCTION) 0610007300 -02 06100 - 07300 -03 0661007300 -04 SEP 0 8 2000 PERMITCENTER TIP. WALL CONSTRICTION U7TH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARW LL SCHEDULE TJI BLOCK. T P. TA FLOOR CONSTRICTION SHEAR WALL 13 PERPENDICULAR TO FLOOR JOISTS 3/4'=7-0 tmm•oatm -ie SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS + °PERPENDICULAR TO FLOOR JOISTS T OTO FLOOR JOISTS © FOUNDATION 3/4' =T-O' /� g 070-08170.07 3/4 =f-0' 10770 -0817007 3/4 ='-O' noao 03300 or a000 -3oa TOP PLATE NALNG PER SWARM, SCHEDULE .., li e� BOTTOM PLATE NAILING �1 PER SWARM._ SCHEDULE ...II NW I SHEAR WALL PARALLEL TO FLOOR JOISTS 17070 - 08170-08 TOP PLATE NAILMCs PER SHEARIIALL SCHEDULE BOTTOM PLATE NAILING PER SWARWALL SCHEDULE PANEL EDGE FIELD NAILING PER SCHEDULE TJI BLOCKING TIP. TJI FLOUR CONSTRUCTION TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST W WALL TOP PLATE NAILING PER SHEARWAIL SCHIEDULE TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION WRH WALL SHEATH. PER SCHEDULE NAIL FLOOR SHEATHS. THIS AREA WITH 10 de b or.. EDGES i0 d el0' oc. FIELD BLOCK ALL EDGES 10d e6'oc PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLA NAILING PER SNEAR UALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST— OFFSET CONDITION 3 /4'=T -O' nom- osnaoe J 3 /4=1-0" NAIL FLOOR SHEATHING THIS AREA WITH 10 de6'ac. EDGES 10 d. a 10• oc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI FLOOR J01515 PER PLAN TJI BLOCKING a ALL PANEL EDGES PANEL EDGE 4 FIELD NAIL. PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 1 SHEAR WALL PARALLEL 3TO FLOOR JOIST — OFFSET CONDITION 17070- 08170 -10 DOUBLE STUDS AT HOLDCUN CONDITION TYP WALL CONSTRICTION WITH IUALL SIEATHNS PER SCHEDULE TYP. TJI FLOOR CONSTRICTION SA•PSON HOLDCLLN PER PLAN AND SHEARLLALL 504EDULE ANCHOR BOLT PER SNEARLAU_ SCHEDULE SHEAR WALL HOLDOWN 3/4 =t-0 BOTTOM PLATE NAILS. PER 51EAR IALL SCHEME I0 d s 6 oc PLYWD. TO RAM JOIST PANEL EDGE FED NAIL. PER SCHEME TYP. EXTERIOR WALL CONSTRICTION WHH WALL SWATHING PER SCHEDULE TYP TJI FLOOR GOER... h4 PAM_ EDGE BLOCCPY EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/47=r-IT CANTILEVERED FLOOR JOIST 17070-03170 -11 7175ON HOLDCLLN STRAP PER PLAN AND 5I-EAR WALL SCHEDULE 5 f SEE ARCH MAILS FOR FOUNDATION CONDITIONS 17070 - 24 TYPICAL WALL COJSTRUCTIGN WITH WALL SHEATH. PER SCHEDULE TYE TJI FLOOR. CONSTRICTION BOTTOM PLATE NAILING PER SHEAR., SCHEDULE TOP PLATE NAILING PER SNEARSALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3M=1-0" 1707003300 02 l SHEAR WALL @ CRIPPLE WALL 3/4 17070- 03308 -03 SHEAR WALL ®' CRIPPLE WALL INTERIOR 3/474-0 MOWED off"? OFTUKWILA SEA 0 B 2000'. r.i,M1T CENTER 17000- 03306 -04 STANDARD SHEAR DETAILS & SCHEDULE NOTE: ALL IT FOR1ATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE um PLANS_ CO Co LO CV CC 's C o o I- ` L C!) CV CO CO LU o CO R i f m � CD O o 00 0) JOB NO. ; � 00 W }Q�iQ JWF-- � = p WOJ CA L ZLN Q `s O > JD_ - ±Qp W F— �QC7 W W W W T = 7 z J Q QOnn n sop IL�Z � QZQ � z 0b05 Q @�W��QO QQZSR 07 CJ} Z_ TZ -1OCA3 f — > �QWW Q FJJ W ULZWm 9 g L CO z�C7¢m = TITLE HOLDOWN STRAP AT FLOORS 3/4 =T-0' SHEAR ALL PER PLAN AND 51EARUALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER $FEARLL4LL SCHEDULE TJ' BLOCKTN BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4 =T 17O1O 617029 17070- 08170-28 144 FLAT BLOCKING NAIL STRAP W/ 5d COMMON a g• or. SIMPSON 0516 STRAP '. IB' LONG, LAP 4' ONTO WALL OR BEAM AND NAIL WITH ad COITION a 4' or. DRAG STRUT CONNECTION 3/4 =Y-0' SHEATHING AND NAILING PER SHEARWALL SCHEDULE 1X6 BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SHEARUALL SCHEDULE 1X4 LEDGER (1) 16 BEACH STUD (1) Ib. d EACH BLOCK N UPPER WALL TO LOWER ROOF CONNECTION 3/4'=T - 17070. 08170.01 nano - 0670030 () INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP © FLOORS 5 3/47447 17000- 0610046 3/4' =T 17 010 0 0 17 0 -2 0 Daovo - 3oa C7 16 B d NAIL t. of eEA OUiRKC¢R d NAIL a E of TO TOP CHORD BLOCK. 34 BART <1x3 TRIM 344 BACKER., BARGE NAIL 1H I101 SCE. SWAM. WITH 16d 2X4 OITRG,415ZS a <' OL. WITH JOIST RANGER a TRUSS K A DID miss A35 al. PER afAa„y^v 50-EDU E TYPICAL ROOF CONSTRICTION TZ"f? EJRERIO2IUALL. CONSTRUCTION WITH WALL SHEATHE. PER SCHEDULE PLYWOOD ROOF CONDITION 3/4 T-0 SHEAR WALL 3/4:01• -0' J B d NAIL • 4•oc • EA OUTRIGGER d NAIL a 6• or. TO TOP PLATES 1 BLOC. 1X4 Onzicza.a 4' OG WIN JOIST HANGER a TRUSS TYPICAL MOLE CONSTRICTION TYR EXTERIOR WALL CONSTRICT. W. WALL 51EAT14PG PER SC EDILE GABLE END 17000- 06100-16 1700006100 -19 314.1-0 SEE ELEY SHEAR WALL EAVE 3/47=1-0" (1) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEAR IA_L SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE 11/4• TIMBERSTRAND L. RIM BOAS PANEL EDGE t FIELD NAILING PER SCHEDULE TYP EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTR1CHON PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRICTION 615 TIE a EA TRUSS L530 a 45• or.. d e6' or.e BLOCKI6'.a BLOCKING PER ARCH. DETAILS 111 \PER SFEARllALL SCHEDULE tIM '4111 ill S rncwierr_ f "—V A35 CLIP 17000 TIP.. EXTERIOR WALL CONSTRICTION WITRWALL SHEATHING PER SCHEDULE RECEIVES CITY OFTUKWILA SEP 0 8 2000 PERMIT CENTER 17000- 06100.05 STANDARD SHEAR DETAILS & SCHEDULE NOTE USE 055 ON ROO'P NOTE ALL INFORI'1ATIGN ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDNATE WITH PLANS. cr.o o o� Lll o �Q J13UFZ �Q'u w wwo LW CC YI CJ Cf? ELIZW moo O QDQ < J mw �� I — ,,, zo_ � o Qn oo ft QZ �tl ZU U � �- QQ �O QI�iI � W liM I— eyw4s� zt -c:�m co CO Co LfJ COT � v O y (4) o G=1 CO Lc) a LC) _ SHEARWALL SCHEDULE 02108/00 SFM 3dA1 3dA1 lIVN ONI11VN 903 9N191VN 0130 9N1,I0019 3903 91109 000000 31Vld 11119 BLOCKING TO. TOP. PL. NAILING 7x JOI9T9 BLOCKING TO TOP PL. NAILING III 10100 ONI 1IVN 31V9d 001100 VH.aOd ollanaaa TO n T100ITOTtO r- a r YES. 5/8' a 48' 435 • I6d e' 12' Ed *12 T0@ PLF U2' GIB ONE SIDE 5d NAIL • 42 GI -4 GW ONE 518' OR SIDE COCLER I/[' FOR YES 5/8' 048'. A35 33' I6d ®T0' Eds." R5 LF F G2 -T N' GWB TWO SIDE5. bd TES • 5/8' a 48' 20' Ed a 8' Ed • 6' G2 -4 OR COOLER TES 518, a 48' 20' Ibd a 6' Ied a 5' 5/8' GOB TIW SIDES FOR 5/8' PI -64 YES 5/8' 0.48' 20' led 0 5' Ed a 5' 50 PL. PI -6 YES 5!8 48' 14' 166.5' .05' 240 RF PI -4 T/16' 05.15. . 2E5 5/8' a 32' 12' I6d a 4' 1641 84' 350 PLF PI -3 P -310 ONE SIDE USE 3x STUDS a ' YES 5/8' 0 24' Ed a 3` Ed a 3' 450 FJ 545 PLF \\ PANEL EDGES PI -2 USE 3x STUDS 8d GCM7ON YES 5/8' a 16' J35' DIA 1!16' OSB. TWO SIDES P2 -4 - :YES 5/8' a E 435 CLIPS (2) ROWS Ed a - 4' (2) ROWS I6d e 4' 100 F F STAGGER SHEATHING JOINTS 11.182) STUDS • .PANEL EDGES _ , STAGGERED DV._ RIM (2)R086 (2)R01.15 P2 -3 YES 5/8' a 2' 435 CLIPS s5• Ed a 3' Ed .3' - RED 900 PLF DBL RIFF KE IL 1 WETERMAUSER 1161-1-4 HARDBOARD, SIDING OR ECUAL ' / REPORT 2319 edG1'tl'70N NO 5/8' a 48' 12' Ed 0 5' I6d • 5' 202 P.F L_ 5'M FOU404TO14 SEAR WALLS FOR ALL COND,PIE I4OLDDOIW5.' LOWER SHEAR WALLS �� I/5• =1•�• d � r FOUNDATION SHEAR WALLS Sale 1/8'•1' -0'. SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING Z POINT LOAD TRANSFER. DOWN' 1 POINT LOAD TRANSFERING DOWN W/ LOADING �f HANGER POINT LOAD TRANSFERED BYKICKER v, -7 HOLD DOWN WITH SIZE DESIGNATION � VERTICAL ST ROP WITH SIZE DESIGNATION TO BE US E D ON F LO OR BELOW ST22 HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER �. —.. ..EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r WALL 4809E "" WALL BELOW' NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCWLATIoNS ARE NOT PROVIDED IN THESE DRAWINGS. SHEAR NOTES IPILE55 OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL' NOTES 1 ALL SHEAI3UALL5 SHOWN ON THE POOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOWN SHADED). 2. ANCHORAGE 15 FOR SHEARWALLS(PANEL5) ONLY, WHEI PORTIONS OF 11101 S ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • IS OLLMIN) PER TABLE 234 -0. 3. WHERE PORTIONS OP WALLS 4.e NOT DESIGNATED AS SNEAK PANELS THEN SHEAR DETAILS DO 1402 APPLY. FOLLOW MIN. UU3L_ REQUIREMENTS - 4. PROVIDE TWO STUDS AT ALL HOLD 001114 LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDCLN, STROP, AND CONNECTOR FOR PROPER INSTALLATION. W. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS.'. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 5 FEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFFICIAL ROOF E FLOOR 51- IEATNING I. ROOF SHEATHING: 2/1S 058 APA RATED SHEATHING C24/0). LAY UP W/ MINIMUM US' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6• oc AT PANEL EDGES AND 12'oc AT INTERMEDIATE SUPPORTS: PROVIDE EDGE CLIPS* 24' O.C. e ALL UN-SUPPORTED EDGES_ ALLOWABLE DIAPHRAM 514EAR = 180x082 =142p A 2. FLOOR SHEATHING: 3/4' CDX TAG APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION APE 01 PROVIDE TIG EDGES AT LONG PANEL EDGES. NAILING- SHALL SE 10d AT 5• oc AT PANEL EDGES AND 10' ac AT INTERMEDIATE SUPPORTS, ALLOWABLE DIAPHRAM SHEAR = 215x082= IT7psP 3_ PLYWOOD SHALL BE LAID W/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END D%OoU 3t Lamiumozer MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS Scale VB' =I US'•1' -0' ', RECEIVED CITY OF TUKWILA SEP 8 8 2000 PERMIT CEN SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TITLE JOB NQ : 508323 BASE PLN 8200 -073 1997 T URC, 99083.23