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Permit D2000-296 - FOSTERVIEW ESTATES - LOT 19 NEW SINGLE FAMILY RESIDENCE
D2000 -296 FOSTERVIEW ESTATES —LOT19 4266 So. 137th Pl. See also: M2000 -207 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000190 Address: 4266 S 137 PL TUKW Suite No: Tenant: Name: FOSTERVIEW ESTATES - LOT 19 Address: 4266 S 137 ST, 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 Value of Construction: $192,634.94 Fees Collected: $2,061.05 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,119 SQ FT SINGLE FAMILY RESIDENCE, 422 SQ FT ATTACHED GARAGE, 80 SQ FT UNCOVERED DECK AREA, AND 109 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTE -RING AND STORM DRAINAGE. Public Works Activities: 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 108 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm Private: N Private: N ** Continued Next Page ** D2000 -296 Permit Number: D2000 -296 Issue Date: 05/22/2002 Permit Expires On: 11/18/2002 Phone: 425- 334 -5018 Phone: 425 - 641 -5320 Phone: Expiration Date: 12/16/2003 Public: N Public: N Printed: 05 -22 -2002 V 0 • C cow H; • IL w 0: g w Z p ▪ O Z H; iW W pr i0 F_ • ui V • — Z , V c o, H Z Permit Center Authorized Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D2000 -296 Date: $4l -D,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 con tructio• • the •er • •.ante of work. I am authorized to sign and obtain this development permit. Signature: #* 111■ 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 -22 -2002 cy Nu =_ LL • g J! Z w 3 p, C.) Lai uj • 1— V_ Z LU V I r F •.' o t. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000190 Address: 4266 S 137 PL TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 19 jat tiOrkalfti............xeen"...6.161..rda.101mar.r~MONSVP*ON~171 , 04*V.IIMO.10 4 "Orlbt714M11 PERMIT CONDITIONS Permit Number: D2000 -296 Status: ISSUED Applied Date: 09/08/2060 Issue Date: 05/22/2002 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 L- 990018 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: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: All mechanical work shall be under separate permit issued by the City of Tukwila. 14: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. D2000 -296 Printed: 05 -22 -2002 Qie+WtM.F.'AYi +l,T ■+1%! . 11rt! Li1rAi SRX15'Rf!%4^!YSC.l�."dAS'�1�A /�.t1t1'J!^.'i • U O u) o w -J CO w w g u. wd , m ui H z �; H 0 ', z U � 0 F— =0 .z H =' 0 z . 15: APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3. 16: WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U.P.C. 510.5. 17: 18: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 19: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 21: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws } regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D2000 -296 Date: Printed: 05 -22 -2002 0 0 0' Co o w iw W LL w O; u_ a. co o .F. 0 Z H: D Or 10 N 0 I-1 w wi v' iu- 0 ; LL .Z U Y2 I= Project Na /T Kant: S l / I f- LCD 1- 1, �°_t_! Tab / Value 1C� CP Site Address: City State /Zip: L1Zlc (0 o L4:t1,- 1 ; IPI . 4 Tax Parcel Number: 7 bt nn O IGl Property Owner: V e,t ayrot i i ID e..0 •e_ l o o n a vvt En. Phone: LI z s 33 c-1-5 Street Ad ess: City State /Zip: P ct 6 n x & b i= v er•e - ft W Rt5 n2 to Fax #: Li 2.5"• 33 Li -50 qqj Contractor: 10 cord in 0e_v21 vpnrlfvvt - Go • . Phone: ( -124 - •334- sv1B Street Ad ss: City State /Zip: abnue_ Fax #: Li 2.5 33N -so Li Architect: Ipl ek �Prr'd$ :14 P.. * P. S • 1 Phone: LIaS • co U I - S Street Ad es §; City State /Zip: P SG 1 lo%i.. s I .E.PA1e.A)U,4. VJA Fax #: 4ts • to 41 - 53 1 Ii En ineer: i f_ "lf't. - 3soc_.. Phone: L2.S • Ill •(Q212 Street Address: City State /Zip: 1ZSR(Th "I to-kin R )e vJ.Sui4e. vgaistbActs witic Fax #: ozca U2s•1 Phone: d w Cont ct Person: v l areih'1* eth s P. S. a � Street A dr ss: City State /Zip: l.Ll• n u e- Fax #: o`.b b u• Description of work to be done: XN eA,0 avv .. Ftr.o w, p..,gks e Pl ah A (32oop -osg Type of work: ® New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: !ii Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: - sq. ft. Dwelling ft. Covered Deck(s) _ __sq. _ _sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2. 119 sq. ft. Dwelling t 09 sq. ft. Covered Deck(s) 1 -12.2.,.. 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'Vh *For an Accessory dwelling, provide the following: Lot area Floor area principal of 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. APPLICA � NT . gq giFOR PUBLIC WOR SI TE /CIVIL REVIEW.OF THE' G ; 7 1�' tr< ` n'' y�4 iii in 4i f iY t i < { y ,� ,,� : �.: °- ,(Aalditlonal reVlews�sitell.beetr 'dmlire'd by,'fiie °Public ?WorksDe ement >r<, I 5 n �� �, ' ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: in Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: 0 Miscellaneous CITY OF TUK"*'ILA 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. 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: q- 8 -00 Date application expires: 3 -3 -ol ApplicWken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 F STAFF USE ONLY 'Project.Number '' Permit Number:<;'`�!Y' _��3 r.� Z � W re o 0 co 0 J • = 2u LU 2 _ u d W Z = ZI- W w O � O F- w w 2 O W Z U C° F-- O z , BUILDING;OWNER:OR AUTHORIZED' AGENT: Signature: Date: Print name: S 91= N LE -9_ LL( ( - Phone: Fax #: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUS E SUBMITTED WITH THE FOLLOW! G: DRAWINGS PREPARE. .IY A REGISTERED ARCHITECT OR d•tOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings,, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved 'turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show'proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. F- w 7. Parking plan. re 2 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. o o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. vi w 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone.. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). u- 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w o high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u. a H -9). co O w = CI Foundation plan and details Z _ Floor plan z F � ❑ Roof plan w w ❑ Building elevations (all views) v o El Building Building height p ❑ Building cross - section w off w ❑ Structural framing plans and details necessary to completely describe construction 1 o ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z co at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. O o Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, ~ Variance, Shoreline or Tree Permit). CI 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 It the applicant is other than:the owner, registered architect/engineer, or: contractor licensed by the State of,Washington, a : notarized letter Irom the'property owner authorizing the.agentto submit this permit ap and obtains a permit wil be;�required as part: of thissubmittal 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. 1'G1VV111 . ..,nsrons.,m,,.+r-v..=n+. ate'- r : TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DUJARDIN DEVELOPMENT Amount Payment Check 5178 Current Pmts BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Parcel No.: 2612000190 Permit Number: D2000 -296 Address: 4266 S 137 PL TUKW Status: APPROVED Suite No: Applied Date: 09/08/2000 Applicant: FOSTERVIEW ESTATES - LOT 19 Issue Date: Receipt No.: R020000683 Payment Amount: 1,661.05 Initials: SKS Payment Date: 05/22/2002 10:21 AM User ID: 1165 Balance: $0.00 Type Method Description Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 1,661.05 1,514.55 15.00 15.00 54.50 37.50 20.00 4.50 Total: 1,661.05 )5/24 1 716 TOTAL 1)6364,7 Printed: 05 -22 -2002 s +, S y S A. **•** *d * *# s4atA *• sit *•A. $tk*it •st1G sts � ** L. A *st AM * ** CITY OF. •rIJI(WTLi4 ; •fliANsr1rT ,!•AA s4o,*IsA -A4,1* Aar *d. fir st **�i�* % *d {r •4 ** +t *k.s4t�61.h at� •S* i *1 ksitdr� *, rfIAW5MZ•f Number : R98003.55 ' lalti0(4,1(:p' 400tiO0 09 /()8lt)t) 14:43 P tvmertt. Method: CHECK Motst i ctiri s, CaU.UJAR f!J:N ' ge:t�C L.r)P 1 rti to . [JLH I'er•niit' No: C'2000- 2:46 Type :' UE:V'PERM UE:VEL.I:IPNENT t'EitlMi7I Parcel Na: 261.200• -019r) Si to ,41ddr'ess: 4266 S 137 PL. To :a1 1 .4 „91`...)„.05 This, .Pa'ymerit 4 0t ?.40 1•ataI ALL. Pmts: 40.0.00 (3 is n re 1 .05 *le s st•* A**• fi* yyt+r• 4 * eF stA 1 * 4h•**4.***+ t*. 1t k*st4.1t * itiAf• ** * ***r{. *4 * . *•* ltitst *•4'k ** :I ccauri l ' Code 'Description Amount-. 000/345.830 4 PL.AN .CHECK RED 400"00 7779 09/11 ?710 TOTAL 2840.40 c+ers NS}rtitrr.�G�iiy�fsraF;�t�3. frt KY:w ., .4,Y'.a.. W g �l U- _ (� F W, Z o o CO` W W Z PERMITNO.: - 'Z' ea BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection O 00050 WSEC Residential 2 � 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Rested( [� 00095 Footing Drains V 00100 Foundation Footings 2 00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation vE 0 0350 Crawl Space 0 Shear Wall Nailing ❑ 00450 ' Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing R ( ❑ 00600 Masonry Chimney (v]�0 0610 Chimney Installation/All Types 0700 Framing [v]�f 0750 Roof/Ceiling Insulation 2 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation 2 '00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling [01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection . ❑ 01120 Pre -Demo ❑ 01140 Pre-reroof ❑ 01400 Final -Fire ig 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME '�C� )( a t) F-..a j CONDITIONS ., 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid O Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & cafes shall be on site 0016 Exposed insulation backing material g 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 2 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of [/j / 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected [ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 2 0003 Electrical permits obtained through L & I 0 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 Q 0004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces Q � 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning dppliances V "Appliances, which generate...." , "Appliances, heater shall be anchored...." ❑ " Reroot" Plan Reviewer. Permit Tech: Date: IZ 13 - GC Date: Z et W U ` O 0 N 0 i W= W • 0' g J: = 0 ` 1 - Z 0 n p ' 0 N' W W ; I lL lt— O : ll l Z U N1 0 . Z___' Project: 1—r Ofii Or( ,3 t D ' / 7 Typ of Inspection: 7 Address: &IP s X37 i - Date called: / - -2i(_o� Special Instructions: Date Want • /. q - 03 a.m p.m• Reques f Q l Ui flS/ f Pho a No: INSPECT! • NO. CITY OF TUKWILA BUILDING DIVISION Z Approved per applicable codes. W UJ.. v_�r�iSt INSPECTION RECORD Retain a copy with permit .. ln__w.wu...u.J�.J1. t - aye (206)431 -3670 U Corrections required prior to approval. COMMENTS: ev vr,� A ('om p\.e'k Ole- w Ins pecto r.e%a9 Date: 1...4.61_ 0 3 El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1:5,An ?.M1 �.'nb'S Aien}' il�L )d 5ob`f�i'Iw:V: ∎" 13tt144 I. ,yF ~v � 11 (�.ti �1� a dGN.I.RU7A4.. ✓'f�il}.5t,; X .r ^.�it, U ; v0' W • W J ' N LLi W g Q , ` H F_ 2 o ILI W. U c' I W ' Os z , 0 z COMMENTS: CO C.P N1Y\C1LY l G4 o v` -- Gi eproveei Address: 1-a, Cent C , (4 `7`.` P / 1(01 \ A I nnr �1-v / `I U V\ " r rO V 9 Special Instructions: uctions: C �krte 04 C. \nor \smack- (S Y'esmRvel \\jAQ --- L L ` kUP C\.Jc sv,ne() SA,ifAe C �; t a 0 Ca U S f-.% �: - \aV∎G M' O,C. I Si nl�-- �,, r c vc.`( a P I/' S) Arm V .r) e (k'e A '?a Lk) 4 r 1n r VV Pv.\ r0v`tA PCA fi: Project: F II1eW Lot' II Type of Ins s ection: _ Address: 1-a, Cent C , (4 `7`.` P / Date Called: (l- 0s , Special Instructions: uctions: C ) Date Wanted: t24 i Request No: ) 330 L7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 South center Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ZiDv zor4 PER (206)431 -3670 orrections required prior to approval. 1 lnspector: �"��� Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: (Receipt No.: z re a w W 5 ' JU 00 0 ' N W i U- w O rr ' g J Q . D . = CJ - w Z � 1- 0 Z F U � O - 0 H . w w U — O .. ✓ N: O z Date Called: Address: Date Wanted: a.m. P.m. Requester: Z■• Phone No: Special Instructions: Approved per applicable codes. CI Corrections required prior to approval. COMMENTS: nspector: Date: Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Type of Inspection: (206)431 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ' 1.6 . 441X+1 . 4 , I n e 64 4,14111 " 14.A ' a . Wt " .;AN'44.i,11:40114i/Yrailtal" ;44,'4,1%4 z Z ' f x U.1 • til c_, 0 0c) ,()w ,„ 0 u. a or, F.- L1J Z I— 0 Z 111 2 D 0 =' CI . ui 1— r - IL 1— — 0 • Z LU co — X O F Project: Type of Inspection: 34 S 137 Tx-- 134, D ate all 13 03 Special Instructions: Date Wanted: a.m. p.m. Requester: ! Z V II S /ce c( / Phon No: (al) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. C (206)431 -367 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Date: ri $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.: tte wlta, kat raxz',mc�.i;t «G1�4 XV 44.14;a 1:kl er n ;'r's�l' ch;.k 'Ut5Y,i3 "'A�k.a�'iiAJSJS''w{ r by 3nr�iA i� 4.tiirin:,,,e,+.+ :¢ni:St%i sku; TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Ret•a- i-n•-- current- -• inspection. schedule- ..- .__..: •....: Needs shift inspection Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. 02P '29 Project Name r1'54 t ci'1 E'dc.' :Address.. 41 6C. 5 /3) P1• L.07 I � ! .'Suite # i.. , :�! �1 -'.. �...,chi:a s�7 5 '�v7 { }a.n� ✓�^.,..ru{ ;.};� ,. City of Tukwila Fire Department 4/Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct Halon: Monitor: Pre-Fire: Permits: Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 Project: ,._, - F TOS7V /EU1 -Lrr Type of Inspection: .ZNr IN L- L'AA R.v Ad ress: �� - U 137 PL Date Calle • / Cr -oz Special Instructions: Date Wanted: //— 7 — 02 Can: p.m. Requester: ( Phone o: 1 - 2 - 5310- 9 &0 y� INSPECT •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit PER (206)431 -3670 Corrections required prior to approval. COMMENTS: Dat Jam_ 7 _v 47.00 REINSPECTI*N FEE REQUIRED. P for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Receipt No.: 'Date: :. �51�*: �rs�?x:.,�a.x..�oa.•- ;'.;irrzk. i 7 F'�i.)G;cw`!ic:?sl 5 i:1 "°`� • brad ".ihLtid. {d[tn+ b.` ±!o `�e,+c5fua'� `'. pZce)4 6. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. -CITY OF TUKWILA BUILDING DIVISION \P 6300'Southcenter Blvd., . #100, Tukwila, WA 98188 (206)431 -3679 Project: 7 /9 Address: Special Instructions: Type of Inspection�L� l /iJ T r z Date Called: Date Wanted: ///— p.m. Requester:/ sad -7-�'t Phone No: 25 3 a� /6 ef y pproved per applicable :codes. ❑ Corrections required prior to approval. COMMENTS: $47.00 REINSPECTIO1d FEE REQUIRED. Pri paid at 1300 Southcen \er Blvd., Suite 100. ceipt No.: Date: r to inspection, fee must be all to schedule reinspection. Date: fl: W, re 2 O 0 N W. W is . • 0: 2 -J N d '. � W H O Z I— • Ill � ! co . H` W W • I— IL U O f ui uy O 1 Z Pro t �S �Z U FZ() Lo r Type of Inspection: F - /� f2J //1) Ad ress: 5 r /37 4 9 e Ca ed: Date /f - ^Q2- Special Instructions: Date Wanted: ---- � � m. G-/ Req n Phong-N40 ) 3 ?� pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI I N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \1fr 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. COMMENTS: .� �` -►�,`1 c� -- re Q 4,'on1 -4- 2 i--- lr- Ya ,nip i ry A r1JQ Ins eV or: J 47.00 REINSPECTION F E REQUIRED. Prjor to inspection, fee must be Call to schedule reinspection. paid at 6300 Southcenter Blvd., Suite 100. eceipt No.: Date: Date: , O Kik S.J.' ;lutnS..A: S {�V; 6r. Project: r 0 s4 rr V CuJ 1 , Type of Inspection: FV 'gINll r � Address: ��1( s 1 31 Date Called: 1 O z9- 0 ..2 Special Instructions: CO C Date Wanted: 1 „_ ! `� a.m. Requester: ,/ a f hone No: 13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 Approved per applicable codes. COMMENTS: Olt le - PC* I ()V\S 4? V) W∎ lre cOw\ {)1e4r \' SS \ - !-'w. ctY gefo ,1. NAov,I) L&) , ,. \ Y v . \0■5- bft\\ (1‘51 LUG t,) O k Inspector: Date: 0- '30 -o2 ❑ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206)431-3670 �dxlr„ -::!.. ✓..� 4� f ci4'c`+ AY, t.+ kdiY, 7re,. JnQt++ S ..Raf+.`.k+.itkla!�i^,!�a'0:'7• • "• +: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type of Inspection (G Project: R Addre 10(0 Special Instructions: Date Called: Date Wanted: a.m. 0)" p.m. Requester: Phone No: Approved per, applicable codes. COMMENTS: Inspector El Corrections required prior to approval. Date: 1O 7- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: 'Date: .f.aat,14;4' ar,r%:J3,!iii.+riF r �a ' " .�d'' °aX&t7 "i i . aS�uc +• Age rw x fw Z ~ W 6 J U U O N . N W W =; J C am ; W 0 ; 2 CO D J H = Z I— 0 Z 1 2 j 0 O in- 1- = U r tt. lil Z U u) O z COMMENTS: \ AAA t l• } I1 c'4 4 s Jv� - er C w, v� � \ � v d � dP- \-ea t rwa t),/al ((11 ..) TIN \-x;,� -e rc, cu'► r y . 3 —o • -- yrn v r -4 ` yv\rx tno-ca C-i IP/sr S \ - - ( - At" •0st• r1i'A( 44 o IA Y .4 tA4S'4-A , r S cc - i ►A V rael > " t,.Jc, 11 . S• ll 1 AvAn,r 10611 -s \IntSS, hr r1v\ eiJ WGSL t r. GG rCA r .) la re 5 ( , AI^ a r n k+ vv;, :s SPc), S i 11 a -1 e i° nr. ye, r P (A)t Itt, t (moo,t Projec 4 LW) Lot ►9 Type of Inspe ion: I- ru wvl6 Address: pace(4 s 131 PI. Date Called: 1 0 - X 5 - 02, Special Instructions: Date Wanted: 10-I6-02-- .m. per;. Requester: tAw1i a C...- Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. nspector: Corrections required prior to approval. nN. � Date: 0_1_3_ 02. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 02000-96 PERMIT NO., (206)431 -3670 t, i '.ti ;14 io z i-Z ne J U O co 0 W LU J �( CO U. W O 2 it. a I— al Z UJ o U N O �I- w W' H — . O ' Z U N` 0 z P ject• I (5 /j / - 1 p 1 / 1 TYp f Inspect' : /�/ , .t- eel( i Address: / 4 C Date Calle p Special Instructions: P Date W e Y Ca a �' Requeste) (mil I Phony i 5,' ../ r q� 6 INSPECTION RECORD Retain a copy with permit PV -4 PERM -- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 South center Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: G� $47.00 REINSPECTIOI+'FEE REQUIRED. Prior to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Inspector: (Receipt No.: Project: Type of Inspection: Address: � 4 So. t �� .� k .Date called: 9/3)02- Special instructions: .: ` 1,0 A Date wanted: , �/ tip P.m. Requester: S t,.) / � b l to". c_ Phone: 4L5 3 2-07 Approved per applicable codes., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D 15 ,1 v0 -Z9 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: t ink .v 4.<, 0, 4, J'* /oz it ( Ido\--,.c, ;. L ' p. / 5, culS it (LLo2 - Sc> tyf ilt■ �!r 04 4 Aw.4 . C-t 1)62 :iq). 1 t /l.OoVt t Inspector: Date: oirm/, $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: . Ad ✓;w`'Fiv m ti.ant >t�Ui. Ui U N0 , W w : L . co 'J., w 0 I--w Z F` O Z I— U fft • f_ O — : w u j o Z t;i U N H " z P jec j 1_ j Type Inspec n: 0 _ A S s � 1. Date called; LI� d ,--,• Special instructions: Date wanted: Ai ( a.m. c l / o� L — Requester: 6 P r e hs) 0 -quoV INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit RMIT NO. (206)431 -3670 Corrections required prior to approval. 1 1 Date: (4,_ f.-+ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ,i,,,.0 .. .. .... ,. a„ xs, 6;: i,,,>, t. c; r; �raac�.. �i' k,; iaiu. k. edJ J�7$ 7crWG6Xyi ,d. - ce '" + "Vdddg7ro'ayy fA.w�; +3 ^.tiatFtivn rrsiN.k� +ltilSl`'xU';, *';S't Z J o U CO 0 0 , rn W W =. ul N LL: ti Q N d HW, Z p - :: 1- Z D p .0 Hr 'W W • H V CY • Z 0 • Pro ect: rci /Pej -Lot / 9 Type of Ins ectio : A -' .S a (n AcJ s /.? i Date C led Ti Special Instructions: Date W t o j� /0� a . p.m. Requestefe ( kV / Phone I�o 2.. 330 _ 7104 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 1Q INSPECTION RECORD Retain a copy with permit Ei $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• av :. Corrections required prior to approval. Date: PE T 0. (206)431 -3670 z gg F�y W • 0 to 0 W W , W 0 00 > u _ ¢. cj Z ' H O Z 1-- 2 U 0 O - 0 I— WW H V Z . Ill p O Z Pro j wp/ Typ f Inspection: A : ir a S. / - Date Cal 8 d: a7? -- 0.,, Special Instructions: Date Ww, ed: a.m -Q.7-. p.m. Request r: Ph No _ 9409 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: skee - t - S \l0rIQuS C tAP( L P ifyi t r-P �t) ynrA\ Gv'[ . P(IA f)V 1 hS P 1 l d Inspect • . Q ,i Date: 9 ;-* 0 R $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z Z 0 W = J I— CO W W 0 u- < . N 3 ; = CJ , I— W I Z 0 Z D p. 0 0 � ; = W; U- O ti Z ' 0 O ~ Z r .INSPECTION RECORD 12 2�& 9 I Retain a copy with permit INSPECTION NO. PER ,� CITY OF TUKWILA BUILDING DIVISION % 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Inspect Pr }ect: Address: Lor /9 Type of Inspection: Date CaIIe /9 ^0 a.m. -20 Date Wand/ Requ ste� r°) 33- Corrections required prior to approval. P 1-- Lt c .c )c .Q Datge 12 c0 ?V?' n $4 .00 REINSPECTION FE REQUIRED. Prilr to inspecton, fee must be p. d atb300 Southcenter BI d., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: ri i.'�1•�5i i .n.L.Ab.:�.. :.'K{ltat.'.b 4C fi�:✓: 1 ` •4141'x1 ;l' i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Dc -; q PERMIT NO. (206)431 -3670 1? ?S-- r✓IPC._1 _ L G ' /9 A 49 S /37 Pc-- �a�rn Special instructions: Typ -o�f Inspection: e7a kCt9e 5/4 Date cled/ / d Date 10.an�ed / a Requester % � � v P "o 33o Ropci Corrections required prior to approval. COMMENTS: her \P 4,A 4,4'th 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: M r s. r.. '..r, aS ,,. �x� asRLi; ���t3•. r >xtt *c AgaeiiCiJ l 47 ?Xlada ! : 44i f� 2 U O ! u) 0 W NLL w 0 = O; I- al Z H, I- 0 o` O O w w . . z : U (A, 0 INSPECTION. RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pr ject: /�C>. fel 1 /l — _o 7 /21 3e1;:(4 S /37 pt— cial instructions: Type-of Inspection: / � 1 Ci Date L 11 4 DategarAth &Q Y Ph Approved per applicable codes. COMMENTS: k-n (4 v rc, Sv 4\ S-P v' 1 : �,Ill.(' do( t c XQ �� 1//� Date: 8_ 4�M 9 _ O 2 y � t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No: Date: cP-5— 96 6 /1 Corrections required 'prior to approval. (206)431 -3670 .a '.11:l '.i: ,;iLl .�rs!.taa,.��� c :: .�::...�:.s-- vl:..ssnx..•.:.: iunaz}r, rn:o-.4irt�:tt`.a u r :A, ;ilE i tifm !'p:dm" ] ak s✓ :da aiii,V;katU4 :• az 6 J U: 0 O W W ; W O LL CO I— RI z F+ H O '; z H? U � — DH' • U. W Z N z i . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Er Approved per applicable codes. Inspector: f PERMIT NO. (206)431 -3670 Pro ect: K Gs fr- vie - z r /7 Ad ess: ..2/al S /.37 "I- Special instructions: Type of Inspection: "'der 4/Ifri /4) //c Date cal d: 7 7 2 Dateene / a.m. Requester: /Vf / e Phone: < — o 7 P 7 n 3$ n Corrections required prior to approval. COMMENTS: � Y t r t r y t . , e 4 { r t pI c ic t . 1 O Y 1.11n l l Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: I Date: �., ��r Kv{�S 1 �i H .; 4y4 }'r , d .W-0F�✓Y${ {SS .' , fy.�a1G.E�/CIc....j T.:�` h:MC .]'� l[.Y.aAA'w1y..v..JMN� -Y:. j f �1 f1 �P a�1\.1 }'vMt ���`,�.j ° ' [ V� > ��� +^f y f � .y .� L'.�.4V.v i�� .J.. •. • s e.' 1.',..4.4%4. r-:ivi 2 U co 0 N J • LL i w g LL < . C • a to O ;. Z UJ W 0 , O t- 0 1-s W! ' 1V Z ; H = z Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ssk 3 1 PI. I Special instructions: Receipt No: Date caller" [b2oc PERMIT NO. (206)431 -3670 o,e L of e of Ins ctio f 1'°;7 - o 617/1» ( 16,3 e want d : Date e � J q / . . p.m. Requestn ' l x,27 -03 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: or4 : kPre ve SO1 �s VOA"( S Qt pp ro r ti l \ ±1 v\r� s'e4 b AC IL S s-e-- so tv-e 011 '5 C 5 i 4 rdw\ �f vP.� 40 -On lt/d w V'\ vw\�` Ov;n lOv■ Too-1 ot pro I lnspector: 2. .4 o— Date: T 9--Q 2 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100„ Call to schedule reinspection. I Date: INSPECTION RECORD aiJ�_ I� tain a copy I Re , pY with permit INSPECTION NO. P T % O CITY OF TUKWILA BUILDING DIVISION t..4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type of Inspection: ■.) cr j fi cbtoc_rl Date Called: ua Pro ct: • Address: Special Instructions: l Approved per applicable codes. COMMENTS: Date Wan • d: a.m. el—r" Z„ 6'2_ p.m. Reques • • r: Cow/ Phan r No' or ections required prior to approval. 'Date: EINSPECTION FEE ' QUIRED. Prior to nspection, fee must be 300 Southcenter Blvd. Suite 100. Call to schedule reinspection. ticat 414:4. z;Xfi kzti• {G 6 n3t41 ; , LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 LO f- g_ U U/U B - /�Ef - 0 -- 3„)-7 6 05 /9 On) If- rEd,J,C) Lvf4L l�5 S Q L //Z /12');.0 ,•}," c •, 2 O,) ,5 .)7 id's W cl /Z/4* • ce -.4,,; y" J RECEIVED DEPARTMENT J Vi U O fn 0 cn w, . !Si J k UJ 2 u. _ = 0 ' w z : i-O< z f-: UJ ,D o f O N, ---t o Hi W W. U i W � U. o F- 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 19 Tukwila, Washington • Reference: Plan Review, Fosterview Estates, Lot 19, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated June 15, 2000 January 14, 2003 Project No. T- 1515 -2 • Dear Mr. Bumstead: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 19 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Foundation subgrades • Final surface stabilization Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 19 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. At the time of our final site visit, the slopes behind the house had been hydroseeded, but the growth of vegetation on the slope was not fully established. The landscaping had been installed along the front and side yards, and the backyard slopes were covered with straw mulch. T2 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone 425 821 -7777 • Fax 425 821 -4334 • terra ®terra- associates.com Mr. Gary Bumstead January 14, 2003 BPK/TJS:a This work was performed, and this letter was Company. We trust, the information presented is sufficient additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. H- . f -/ y— e93 nation Report (1) 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 N W0 2 aa - LLQ. La. 0 Z ', 1-0 11J Lu, • Z 1-; ) O i 10 uj • - V! H t!u D Hs. / if October 22, 2002 Gary Bumstad Dear Garr • - •*. . - • 74 4 • 4- - . .! a?' .rto ••• • A rhaeuser Business o • • . • . . Regarding die second flmr aria, that has been damaged by the pliunberi, It 14e1 14 of NtitiilligAtts. • ,, ., ; • • . . !... - .! '... '.... ' -.' ' • . - • 1 loo14...K. ttte.dni/igan ,.11141th• „Rink Z(y.04F 'EFIntoft4 • on the alleenboi) -"of, ;1a/A102 'faiid:', Os is my t e c o nlm Mi4. 46 4.; t . '• -: 4. ..1 ' -.; : ' . '' .. . ''.: i. :. ',...• : - :3 F ..i. ''r i. *.i. .. i"; ,.',. T . 4-...- . 1 :, :!:' :: ': ::;, :;',, I , - ;, l': ... :• ; . ' . "- ,i i.: 41!:: ;7:: 2 L'. , . There arc two joisii:Iditant to each othissfffihkafe daitis. sztorted51! .. ..,..Nhe wall, of the header andithr driii of iheiii °CPO j±illezip." kiki IthisOluter6tfaistieliveched per 4 and a header installed. This is , giiK: eiceirt tisk th4: ci3nnotipitilmlisk*47444 iti4iitaNtp% 4 . two ends the H Ne .0ilee bfir;i*i Ow* cit*spilf if.tfielisigte tiis. One end of the he#41.4 1401cW•i i ) +JI thilithIllailie _.4 1-fil". seltti* 0;40 kV /imp cut away. This joist must have : 14440 t(itiinil:ishings i0e1.t7)sk11'41t5the hep la to the added member, This member shall K jct. Kestini**(ttiatiefikisliitely 10%8"). 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DiNG DEPARTMENT PtIer 04. •■•• to • i•:•,• • it F., tt 1 14:1 te (a) ledg 12: o,c. b2060 I IP ■,,/ 1:1 • .1111 . ••• • �/. fRWlikY 11 T.FS..TKta)esssaw l Toaao it 9112 TJI®/Pro(TM) -164 tig 19.2" o/c �; Atom VIisl n THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .._ 1 Stud will 2 Stud wall SUPPORTS; L4AD$ Analysis 4 for Joist Member, Primary Load Group - Residential - Living Areas (per): 40.0 Live at 100 % duration, 12.0 Dead Vortical Loads: Type Clues Live Deed Location Application Dormant PoInt(Ibs) Floor(1.00) 220 66 6.5U" - Input Bearing Vortical Reactions (Ibs) t3etsll Width Length LIve&Dead UplllhRotal 3.00" 3.00' 573 /161 1 0 / 734 3.00" 3.00" 385 / 1 08 / 0 /474 -See TJ SPECIFIER'S / BUILDERS GUIDE for datail(s): Al: Blocking Dill* CONTROLS; Maximum Cheer (Ibs) 720 Vortical Reaction (Ibs) 720 Moment (Ft -Lbs) 1270 Live Load Dart (in) • Total Load Deft (in) TJPro Design Control 713 1120 720 1078 1270 2839 0,120 0.272 0,168 0 544 68 My M: Blocking 1 Ply TJI01Pro(TM) -160 Al: Socking 1 Ply TJI4 /Pro(TM) -150 Centro! Paned (04%) Passed (67%) Passed (45%) Passed (L/990 +) Passed (L1837) Passed ether oc.0 1 7Y 110M II' 2.61' - Product Diagram M Coneeptuel. Location Lt. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 1" • UJ -Deflection Crkerta: STANDARO(LL:1J4e0,TL:L/240). - Allowable moment was Increased for repetitive member usage. -Deflection analysis is based an compoaita action with *Ingle layer of 23/32'. 3/4" Weyco Edge Gold (24" Span Rating) GLUED 3 NAILED wood deddng. - 8rsctng(Lu): AS compression edge. (top and oottom) must be braced at 3' 5.00" o/o unless detellod otherwise. Proper attachment end positioning of lateral bracing is required to aohleve member stabilhy. TJ-Pro RATING SYSTEM - The TJ-Pro Riding System vacua provides additional floor performance information and a based on a GLUED a NAILED 23/32`, 3/4" Weyco Edge Gold (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating Induce: Ceiling - None, Perpandlcu)ar Partitions. A structural analysis of the de.A hes not been performed oy the program. Comparison Value: 1.33 PROJECT INFORMATION: OPERATOR 1NFORM(gIQji DuJardin Const William Fohrell, PE Pacific Heights Dev Trus Joist 8541 154th Ave. NE Redmond. Washington 98052 -3567 Phone : 425-809-3702 Fax : 425-889-7900 f oh rolwa tru eja ist. aom Copyr1dbr 2007 by Tr1:A .T11At. A WA r1tan. liar ;W11111044 fJIN and ..1 as roosts/ad trademarks of ' :r "s „oia :, A -1 .Tgla^,Prd" and ',T•9r1Y ♦eA rrAdfalArkA i.r TrdA Jnlat. R LE S4:` ci.E O l� i ,� C'�+ r�_h ING DATE FOOTINGS EXAMINED PROJECT NAME: NOTES: rea FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO ( SI S — Z CONTRACTOR: Ot () ttrcli r∎ g oo •-o �,( SIGNATURE s -• P. Krt� TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 7- 2 (0 —o S er -v1c._ Ei 5 try 3 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LAC 2, CC)c) p rieN r REPRESENTATIVE: LC 1 Icctce ,4r.7. st,2c, GP /ZQ Ire 0.1 -CL, ?rd 4 z) Chi C pet T{ ? iceC��P✓' T Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed prior to oncrete placement. COPY TO: PROJECT LOCATION: a rrc.e_ S ScU- C r Ca, Gtr SL, 14 r cJL S kW 0 t el J�✓` z W 0 0 N ' UW" H.. w 0 g u _ '. I- Z _� O ; z Hs 2 j` V C) 0 N o1 w ' I U - 00 W 0 �. 0 H, z FOOTING EXCAVATION FIELD CONDITIONS NOTED T iZ .1 t.m es _ (� I P n C .Pea S `Tv r' S i r 1 hP ' a r `4i 11 clV`PGL S �..`ev� C -X Cc►1. T ao, l 7 cE i roc' 0r\ L,t 19 a -.,., 5 -Pee 4 i n4o r.. iw+. c9 —s(' r ct4i vt S 1 F ctv c -{e, sc.• --.1., ss (i- .alta.t:- 4O SVp w-f- ZOcx ,� lci;e- IockcIS• ►4.1 1 ri Aft-, c I, -4,-...,. C. v.,.if ..-e.-t. my" -- yield r . DATE FOOTINGS EXAMINED PROJECT NAME: NOTES: rea FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO ( SI S — Z CONTRACTOR: Ot () ttrcli r∎ g oo •-o �,( SIGNATURE s -• P. Krt� TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 7- 2 (0 —o S er -v1c._ Ei 5 try 3 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LAC 2, CC)c) p rieN r REPRESENTATIVE: LC 1 Icctce ,4r.7. st,2c, GP /ZQ Ire 0.1 -CL, ?rd 4 z) Chi C pet T{ ? iceC��P✓' T Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed prior to oncrete placement. COPY TO: PROJECT LOCATION: a rrc.e_ S ScU- C r Ca, Gtr SL, 14 r cJL S kW 0 t el J�✓` z W 0 0 N ' UW" H.. w 0 g u _ '. I- Z _� O ; z Hs 2 j` V C) 0 N o1 w ' I U - 00 W 0 �. 0 H, z DOCUMENT TITLE(S) (or transactions contained therein) ', 9 t...2) ^ 4 p ...t. _ t a SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: -" N/A 6 ■ Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT ■ Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO imt mi:,URANCE COMPANY has placed the document of record as DUJARDIN DEVELOPMENT COMPANY aid acci'pt o Ila ty for esy ►h4 9oitpr,E r validity 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, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 43E8049883x3 0490711 c C1(344136ilcl c See Attached • Assessor Tax # not yet assigned } Cr, 0 RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 1 I 111 I 11' I I) I I II I III III pl Ill lu I II 1 1 1 1 11 1 11i III I II II I II IP I II I I I lu 1111 III II IIII ml IIII 'III III I I II I II I II I I u I;i 1 'I; II 11 II I IIII II II II II 111111 I Id : II III III 11 II II i 11 ii III II III III II P II jl I 'Il II I II II III 00 11 III II II II U I In �' I II III 31400 66 PA GE 0Ai OF 20 eg Pc t�0 K ING 4 CO UN TY 34 Wg 2 II II 11 II I 11 I II WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) Y \WP1DU)ARDINWOSrER2NDAMEN D JMG.DOC 1 NIMZ2Rwgg,,,, MrWa ,.m.+erMnwl•mewMf1Mw+aIWroa+wrI opme.oMr4. 101,%.1 4, W1POWVIKAf\" ?Y J »W.!.TrA)> !TMww!H ^f �+•MIN✓2'YM+r r. !Y' v.M�.i✓.YSW4'3HMa,4 bHt"W^rtitwv:AM�.,. zz F w 0 (/) 0 11.1 = . -11- U) uj O g Q' O` = w Z �. ►- O Z j' U 0 O - o1- w to H H _ F. ui O H z SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, Z EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, • 6 n ' U o A PLANNED RESIDENTIAL DEVELOPMENT � o w u, "J CO IL w 0 , This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the � a `tl(t "Second Amendment ") is made this 1 day of .c. t} , 2002 by Dujardin N a ` Development Company, a Washington corporation ( "Declarant ") w CHICAGO TITLE INSURANCE COMPANY Z I=- ', has placed the document of H o record as a customer courtesy z I and accepts no liability tor w w, RECITALS AND DECLARATION the ac6uraCy Or validity of ,+ � : tt19 dAiUfflOht 2 D A Declarant is the developer of the real property and improvements thereon legally ll 'o y` 0�' • descr in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The ° - w w` " Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 -- o � - Iii z CO U B Declarant previously recorded that certain Declaration of Protective Covenants, 01� a Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Z Development (the "Declaration ") under King County Recording No 20000505000736 The a Declaration was previously amended by a First Amendment to the Declaration (the "First cv Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not termmated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y 1WtwUJARDWAFOSTER2NDMEN D 7M0.DOC 2 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 6 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 0 o and u ° w i J � 5.12 The maintenance, repair and replacement of the fences around and across w o ` Tracts A and B, and W 5 13 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and w z � 5 14 The mamtenance, repair and replacement of the retaining wall and its o associated drainage improvements located along the north boundaries of Lots 1 and 2, and w w 2 5 1 5 The maintenance, repair and replacement of the retaining wall and its o associated drainage improvements located along south boundary of Tract B and South 137 ci Street, and = v 5 1 6. The maintenance, repair and replacement of the retaining wall and its z associated drainage improvements located along north boundary of Lots 13 and 14 and the 0 w _ . Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 01- z 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 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 Mamtenance ") 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 Iot to perform such activities as are reasonably necessary for required Wall Y \WP DU]AADThN OSTPJt2NDAM£N D MO DOC ...... m.!ov?nser vxnrnaaetw. !+u rreseA!0.Mmuv Rt�:�wf! I( 3 �,t±fi..1tK"P? ma +tic,.r�*,�v+snnxwrrRS..rcmce Av5 .176 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (mcludung, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its .7 A ?S� ;it '* can STATE OF WASHINGTON ) c r, ) ss. COUNTY OF KING ) Y1 WAD WARDINTOSTFRUNDAMENO NG DOC 4 ture) CI IICAGO TITLE INSURANCE COMPANY has placed the document of record es a customer courtesy and accepts no Iiabdtty for the accuracy or validity of the document. . On this day personally appeared before me � i O eues, to me known to be the � t2.ES\OFrcf 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 therein mentioned, and on oath stated that he was authorized to execute the said instrument yy, GIVEN under my hand and official seal this 13 day of / /)G 2002 Jtr►i \o1lprr1-1 )t ? (Pnnt Name) Notary Public in and for the State of Washington, residing attt My commission expires 3 -I 5 -0 3 1-W D U o to 0 J w° g J u. a 0 d Z __ � 1- O z IM- n p 0 cA' ;O is F- w U.10 0 N 0 z i e+� Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y \\VP10UJARDJN WOSTP.A2NDAMEN D MO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHtCACO TtT1.E R1SURANCE COMPANY has placed the document of recnrd (►s a customer courtesy and accepts no habibty for the accuracy or validity of the document, c U) � N W Di u- = d I- W z o p I- Z W; U IL zt U Z ~ `, 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 CHICA.GO TITLE INSURANCE COMPANY has p►: cnd the document of record as O customei courtesy and dcrepts no liability for tho accuracy or validity of 1ha documtM1 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 LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None r12, _` U Registration# or License DUJARD *204L0 N o Name DUJARDIN DEVELOPMENT CO co w ; Address PO BOX 1059 CO u,, Address a City SNOHOMISH u. Q ; Lo. o State WA i — W Zip 982911059 ? Phone Number 4253345018 z `: W uj, Effective Date 6/20/80 2 o ' Expiration Date 12/16/01 i 0 -. , o1- , Registration Status ACTIVE W w '� Type CONSTRUCTION CONTRACTOR LL F - Entity CORPORATION w z v N Specialty Code GENERAL 0 p Other Specialties ' Z UBI Number 600629672 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= DUJARD* 204L0 1/2/01 November 3, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development. Permit Application Number D2000 -296 Fosterview Estates — Lot 19 4266 South 137th Street Dear Mr. Kappler: Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -296 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: F051 erV € ,fo es Lot 1 q n Location: 4266 6 5 13'74 D2000 ENI EJ 11102 2000 Reviewed By: ( JOANN t SP&NcET2• (.2.0) 43 3 - 0 File #: Action: Date: PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS SHT I. COMP PLAN MISC. STUDIES WD125 PRE -APP S-t CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS Show & & woek t u,0.44. 'Wes Qp, -ou, o CAA- ea of ew$ c�-01 am-44144 cA4. s 4'LL. 5I-IT P 0..4 9 5 h.ow rei mApitr c o s u¢. 10.424.1. �S 6Lh. o S mtiaa show a .46., clisiou a the eAtitd o f. dam - TreA"L d r ev-are-41 C re cipio.4.412j s p o ,U m s kci cat- Nor &coe, l,o rsokt, ! 13uA414 L ru c.kor 6th (100)433-3418 �;v a ear' r obi 1_ 9 ow skt P8.0 T ietpg, n d . s i k 41_44- se tt tAiD4 j QL44K.. sta P6. CC 2 U 0 Nw ; W w w 0 a F- Z I- 0 '; Z w. 0 - u I U. LL 0 Ili Z o � Z:. BUILDING DEPARTMENT REVIEW COMMENTS Project name: FOSTERVIEW ESTATES- LOT 19 4266 S 137 ST Permit File No.: D2000 -296 Date: 9 -22 -00 Reviewer: Dave Larson, Building Inspector (206)431 -3678 1. Sheet P2.5 missing as noted on geo -tech from Terrra Associates Inc. 2 J ; w Z F - ;Z h. 0 .0 N[ 0 I '. W W• - 0 fa . z, 0. N 4 7 . Xi 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 • Dear Mr. Fowler: June 16, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA IA \I 3 0 2000 Subject: Plan Review Fosterview Estates, Lot 19 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc.; December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 19 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. Project Description We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.4, Architectural Plans • Sheet P6.5, Site Section for Lot 19 CORRE TION LTR # The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two story, wood- framed, single- family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 164. The main floor will be constructed above a high crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to eight feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be backfilled. 2.000.0c1(0 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • 'e"iq'(dO RCf�77 ?rll7 "ZR��ve'.pt��±1'R9R"n 1 $4 Lq� tcrro (nitorr r�ansu c�aaiat��rs�m �W - V UO CO 0 w • J F uj g w Z UJ H Oi .0 — ui Z z ;. Mr. Bill Fowler June 16, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. RECEIVED CfTY of TUKWIUa NOV30 aEFtMIT CEMTI�'' • The site plan indicates that temporary excavations of up to eight feet may be required to construct the foundation for the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed at other locations on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site As an alternative, imported pit -run gravel soils may also be used for backfill. Excavations and Earthwork 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). Foundations placed in the sloping crawl space should be embedded at least 18 inches below the crawl space grade. Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. 4 Projcct No. T- 1515 -2 Page No. 2 z 1 . w v0 CO 0 � • LL w a u. = • a Z I.0 z � U 0 0 � . ID H !. 2 w : LLF — 0 w z H � O z Mr. Bill Fowler June 16, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Anil Butail, PEE. Principal 17' CP /AB :ko _... .' . Johr} ` e a cc: Mr le , - . .._l.. P.Pl L i EXPIRES 12/9/ot /d40 hitects, P.S. RECEIVED CITY OF TUKWILA NOV 3t20i. PERMIT CENTk Project No. T- 1515 -2 Page No. 3 D2.o3&- 2q Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILA, WASHINGTON RECEIVED CITY OF TUKWILA PERMIT CENTER EXPIRES 8/23/0/ NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 : C J4MIESON CONSULTING Consal:ing Erentering & Project Mancperrera 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '(' ^5) 803.2581 • FAX (425) 803.3289 ! , =4O4/ lr 0 K' Cock FObvI /& spos /ceiz. 4 (2)#4 4 =16" ---..000z 3 ,03(7 /!llu= 14,1 I Lime= TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS 35 EFP # / ft3 0.267 Cf 4.67 a 50 w4 0.67 w 0.67 t 0.67 toe 0.67 heel H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 '9 /rt ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft #- ft # # 4' "S ft ft ft ft /4.I 02 47 (207) = 2 / JCS NAME R577M-v/EW! J08 NO. 20 19/ EY • 2- OAT! SHE:T NO ' C; S COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wail Weight of footing ror HRH! 4e /orlo, C. cEicirz (Al W 14J G/(ro,c, 3EAD 5 •,(3) #4co'J 51 n 3 "cLEZ _*egged, mo 2 Uf v O` rn W W. u 0 z z � ;O tAr o I —, _ w ;. U. —0 • z" U � 0 ? C J.4MIESON CONSULTING Consulting Engineering & Project Management '301 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 ,(425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 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 ZEO FBI -, =10 K5 / Mu= 1, 5 14) 5FEEL./ - C#Eete 544V Fog 5G/LW t& A = Q4iil Z dx: d Z3 tl ki ZO, 50/ = /,76 /9) 278 JOS NAME r WON W JOB NO. 2° lei BY 1i 'Z DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3''GGa 1 R� 11 Ill ¢3 /0'0i c, •4J /bto.� Acr; I Yz."c-tAz (5) *4co ,Jr v 0 NW N u. , uiO _ ° w z o � ' z � w Ili V °'' O� LIJ u Lr I= " z C JAMIESON CONSULTING Consulting Engineering & Project Atanagement 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 t ' " =) 803.2581 • FAX (425) 803.3289 JOB NAME FO T V I I/ JOB NO. Zo t e/ BY 1>J L OAT: SHEET NO. e1 OF TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT • 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety = 1.5) 6 a ft Height of earth above "base" 0.67 • w ft Wall thickness 0.67 t ft Footing thickness 2.00 toe ft Length of toe 0.83 heel ft Length of heel H 6.67 ft Overall height of equivalent fluid Lf 3.50 ft Total footing width fs 1,155 # /ft2 Soil bearing if X is in mid 1/3 fs2 1,246 # / ft2 Soil bearing if X is not in mid 1/3 L1 /3 1.17 ft X 0.85 ft Location of resultant force 2Lf /3 2.33 ft - F 1,079 # Total horizontal force Fk 654 # Net sliding force per foot FS 1.515 . Net factor against overturning Mot 2,631 # - ft Overturning moment - Mr 3,985 # - ft Resisting moment Mu 3,672 # - ft Ultimate moment for c ncrete design W 1,591 # Total weight on footing w1 . 639 # Soil weight on heel (120 pcf) w2 600 # Weight of wall w3 351 # Weight of footing x1 3.08 ft x2 2.33 ft x3 1.75 ft P = 25 ' F5! l= ¢D gs X= 367 4 4 = 0,34() ?.7- 4 e o. AMA %1" T �G l6 `o,c, Ma= /r 99 K' l 4 l' S Lm /,Q& oori/tlG 5PM/5 HOZIZON74 a k w 3 N U- (zyik - rvr 111 q444 /o`o,C e 1 /4"ctrA42 &S" o r orcr s). cc.vi, 2)aTos ` 2 -D 8 /0" JAMIESON CONSULTING Consulting Engineering & Project Mcncgement 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 .(425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 2500 psi -�i = �f c2 gsi O,37l,i - =1 Rip ' 4 " -4 V2 "a. c, l�u= 2,651` 6= s25' /- 77/VG 57 I/0ZZ L =a lulu = ,4- b = s" d_ 42" 11"s Or3 /N Z (3) ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft • # - ft # - ft # - ft rr # ft ft ft JCS NAME rODTEXVIE-Ki JOS NO. 2016/ OAT! 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 (3)-7 • / • / Sy 'DJ SHEET NO. 4' OF e , 4 ('4 x3=01 (� l2 "O, C (7) cat) T s- • C.) :: 0 co o w w O 2 u. Q Hal Z �. I- O Z I-4 2 D: U0 w lu Z I- V O. z aII z 4 JC JAMIESON CONSULTING Consulting Engineering & Project Moncgement 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 — c) 803-2581 • FAX (425) 803.3289 g.05co CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H Lf fs fs2 Lf /3 x 2Lf /3 FS Mot Mr Mu 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 W 1,787 w1 643 w2 800 w3 343 x1 3.08 x2 2.41 x3 1.71 # - ft # - ft # - ft ft ft ft 5,07 K' d, /A t1"/ 't FOE f& fe n 0, C, �Vlu _ 0,65 (: Z5 UNITS COMMENT # / ft3 Equivalent fluid pressure . ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # /ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight 'on'heel'(120 pcf) Weight of wall Weight of footing O n JOE NAME / rg'V tEW JOB NO. Za /et BYY I J " — OAT_ SHEET NO. 7 CF _ • • • /1/ /1/ . (z}4 4 TOP I I� -�I iti .rJ.-4votrofc, /fr-)11/ailagAg .04-joi/occ. (5) 4 corn" mo w ; 00 N 0 w w` w LU Z I- O U 0 H w U. Ir. .. 0 = O ~' z i • JC JAMIESON CONSULTING Consulting Engineering & project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 10 0.67 0.83 2.25 1.25 7q=z5ooTI NAME EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 OUTPUT UNITS # /ft3 ft ft ft ft ft 10.00 ft 4.17 ft 1,811 # /ft2 1,932 # / ft2 1.39 ft 1.04 ft 2.78 ft 1,750 # 1.539 5,833 # - ft 8,979 # - ft 9,917 # - ft 3,019 , # 1500 # 1001 # 519 # 3.54 ft 2.58 ft 2.08 ft 4o of #4 l� Ks/ 445 4 = o,4/ 4 5 6,z6o a o.c, V' 11 - 4/2 "O,C, A/f245'' � =6,5/ JC9 NAME FOS / E v (E to JOB NO. ZO / 9/ DATE CANTILEVERED RETAINING WALL W/ BASE SLAB COMMENT • Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of foot% t rt ,t f ., tt 2 ° 8 l-� EY SHEET ND. . OF Ja- �Z� 4 4 TDB C f l Z cat' # SJ G, 00 - a'ror c. ��x20 &)04- A catr UO coo w 0 w 0 ; J u- = a ; F— z F- O '. z �r 0 O N 0 I—' , w , U. _ O Z V =' O F" !z, JC JAMIESON CONSULTING Consulting Engineering 4 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLdND WA 98033 � '^i) 803.2581 • FAX (425) 803.3289 INPUT . 35 12 0.83 0.83 3.17 1.25 NAME OUTPUT EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 . UNITS # / ft3 ft ft ft ft ft • 12.00 ft 5.25 ft . 1,850 # /ft2 1,954 # / ft2 1.75 ft 1.35 ft 3.50 ft 2,520 # 1.527 10,080 #- ft 15,397 # -ft 17,136 # - ft 3,948 ' # 1800 # 1494 # 654 # 4.63 ft 3.59 ft 2.63 ft 2 u 17e d 4 = 0,53 fiN r Fly ' FOg - 4e12'o,c, dc0" btu = 3 /7 7 4 Location of resultant force FO 'rr VIEW JOE NAME JOB NO. OA? SHEET NO._2_ OF CANTILEVERED RETAINING WALL W/ BASE SLAB COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 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 • 20 /8t BY "Pl Z N 3 , Z // • !II SJ 4'c1 G1Z(o0 JL4 3 !o" (o) #4- coo, (2)4 a+ TOP 4 @ f2 � 0�' • A N rt /0'' 3 JC J-ARIIESON CONSULTING Consulting Engineering fi Project Mcncgement 901 KIRKLA.ND AVE STE B•1 • KIRKL.AN'D WA 98033 (425) 803.2581 • FAX (425) 803.3289 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 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 -PG - -f Ps/ 7 ' = 1 ,es/ � At= 23,3``'d_ ,4= o,74J/ 45e5do,c, F/ .e)z 4 @ /o'o S. 3I k/ G, /o" ,,,rS '• o rE V tE AI JCS NAME JCS NO. ze /S/ BY V� Z CAiE SHEET NO.__ OF CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge 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 #1 ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing # Soil weight on heel (120 xcf) # Weight of wall # Weight of footing ft ft ft gat' 5aCtgrLr V-46." Ni • • iro , WSJ G,e o 5 "Orc, J ( � VS. G t'b 0, c, (7) g4cc Jr • !1 r aa te; J O C o; CO J CO u- ui co -a z O ' n • o O co I- LL' u i • P - O . z ' 0 N r ; 0 j- z JC INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 • (425) 803.2581 • FAX (425) 803.3289 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H 8.00 Lf 3.84 fs 1,788 fs2 1,789 Lf /3 1.28 X 1.26 2Lf /3 2.56 F 1,120 Fk 221 FS 2.416 Mot 2,987 Mr 7,215 Mu 3,906 W 3,368 w1 2199 w2 733 w3 386 x1 2.59 x2 1.00 x3 1.92 x4 1.00 'V 7 517)(N& Farm/6 S`PA7tls {/Dzl z, NVr or P,s/ OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ft ft ft z p( .y ---- o u= 3,9K a ©.34 ele-sHotc, F /BUD 14' " PE # 4 c /("b, c, � u = /199g' /717' 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 # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) # Weight of wall # Weight of footing / ft N e ll � J 3 0 • • (2)#i 4' TAP 1 111=711 VIII • �l1 �/ `/1 ! /z n eR 4 x 3'0'e 8'o. c, ( 4 coo: z U O! coo ui O z �. O : z f- o U 0 I-` ' =w u z F- _ O1 ' z JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 �c = z5x Fs, 40 '4;1 765"" , o.47/?/ FIND � W ,De 4/o '0, Ct /h 3(7' 67s' 410 T SLJDfNG FcorinIG f, 4-A #01elz, NET pAG )fVE. INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • (z) 4#4 7pn r i kna0/2_ oc�' .LAS tore, • sk4 X3�`te /D,Orci 04-co rkir 3 "ors) re 2 00 (n o: tn U) w Ili 0 u - < ; u a mow` P '. ; z I- Ww O N` W; r LL O W z F 2 0I z JC JAMIESON CONSULTING Consulting Engineering & Project Management • 901 KIRKLAND AVE STE B -1 • KIRKI.AND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft of 045) /VP- /3, 83 ' d" ' - 0,41 he- 5 b.c, (6o) RAP) '1 N FOz 4 L"/ 9' r m 475g/ /J.= 775 4/0 41.7 SG(lit)G% FoT /AJG SPAR ,4 (z, if/7" 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 3 tg SHEET NO. OF BY r(0" 0'' r�n N 1 1 � C rs) rt 2 U v0 to uw O .` ct co a = O I— ui. O ` Z LLI 0 0 Mt W W' 1- U ', O ui 1 0 Kappler Architects P.S. VERSION 97.9 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2119 FIECEIVED City of Tukwilla, WA CITY oFTUKwaA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. Date 1155 964 422 99090 -10 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 #NIA OTHER (Roof+ 1/2 Floor) 2122/00 SPM SF SF SF SF Long Wall KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Pian #2119_1997 -9 Lateral analysis worksheet.xls 3 PERMIT CENTER 80 ' 0.36 48 1386 20 12 15. 10 8 ::. 13.0 9.0 0.0 8.0 STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 29 20 5/23/00 PAGE 1 re Iu • o O u) V) W LL w O g 11 Cy F. z W 0 p O N! '0 111 I CY • I— _ U. W Z' 0 1 - z WALL HEIGHT Ce Cq qs Iw 0 13.22 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 16.20 211 13.22 119 0.00 0 13.22 106 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor. P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r (/ story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = I -2.96 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r(= `:•317: I, 2.75 r' story shear 1153 I 10643 I r ( therefore use DESIGN CRITERIA FOR WIND ANALYSIS P= Min =1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 (P) Other 8.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls PSF 1386 37 11531 0.11 PLF SF # FT # FT # FT # FT 5/23/00 PAGE 2 (P) Roof (Upper walls) 12 1155 SF 13860 ADDITIONAL LOAD 0 1155 SF 0 S I S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 31108 (P) Upper Floor (Main walls) 15 964 SF 14460 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31708 #N /A 15 0 SF 0 "load S / S EX. WALLS 10 96 0 0 plan wall I F/ B EX. WALLS 10 58 0 0 INTER. WALLS S 77 0 0 #NIA 0 (P) Other 12 422 SF 5064 ADDITIONAL LOAD 0 422 SF 0 S / S EX. WALLS 10 40 10 4000 F / B EX. WALLS 10 40 10 4000 OTHER WEIGHT 13064 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 PSF LONG WALL SHORT WALL' WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W TOTAL WEIGHT Roof (Upper walls) Upper Floor (Main walls) #N /A Wi 31108 31708 0 18 0 Wi x hi 559944 I�aPPI aetfoin. RFI I FVl IFO sum Hi x hi 559944 I WA 845316 TOTAL FLOOR FqW1%320 1405260 Wihi / sum Wihi 0.6624 0.3376 0.0000 Vi 7050 3593 0 10643 hi (Plate Ht.) 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls W 75880 Not included in total BASE SHEAR: Vb= 0.1964 75880 14900 reduced by half due to onfiguration of front eing concrete WORKING STRESS WOOD DESIGN 1.4 ' 10643 # 5/23/00 PAGE 3 O QQ C W WIC J V ! + 00 : U) W } 0 Z_ j I O; Z gyp% O -' = U! LL 0 — Z , LLI O I I'" Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other 215 152 0 81 # FT # FT #FT # FT SEISMIC FORCE 4 17 9155 141 4 " 550 1.331 731.501#/BOLT MIN BOLT SPACING d!a t;"Eu3:67.,1 FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING KIRMAati FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other 9V41/4414V.1& .7.1.4.060t.tatithe Not included in total 215 152 0 81 211 119 0 106 # FT #FT # FT # FT #FT #FT #FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #N /A @ #N /A # FT CHECK TOP CHORD M= 35125145.06 T =C= 1211211.898 2 -2X4 10.5 Fg{ '15353 5, ALOW.Ft= 525 1.33 698.2510K 2 -2X6 16 5 bi,,06:78 16d 1.33 143.64 # /NAIL 8432.27 NAILS 5/23/00 PAGE 4 V W h Wh F Roof (Upper walls) 10643 31108 13 404404 6240 Upper Floor (Main walls) 10643 31708 9 285372 4403 #N /A 10643 0 0 0 0 Other 10643 13064 8 104512 1613 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other 215 152 0 81 # FT # FT #FT # FT SEISMIC FORCE 4 17 9155 141 4 " 550 1.331 731.501#/BOLT MIN BOLT SPACING d!a t;"Eu3:67.,1 FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING KIRMAati FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other 9V41/4414V.1& .7.1.4.060t.tatithe Not included in total 215 152 0 81 211 119 0 106 # FT #FT # FT # FT #FT #FT #FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #N /A @ #N /A # FT CHECK TOP CHORD M= 35125145.06 T =C= 1211211.898 2 -2X4 10.5 Fg{ '15353 5, ALOW.Ft= 525 1.33 698.2510K 2 -2X6 16 5 bi,,06:78 16d 1.33 143.64 # /NAIL 8432.27 NAILS 5/23/00 PAGE 4 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= WaiI(DL) O Roof (DL) u. 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load Ht. 0 0.00 10 6885.25 800 2666.67 421.86 CS16 -30 0 0 0.00 #DIV /01 #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! TRIB.LENGTH 215 8 Mo= Wa1I(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= Wall(DL) Roof (DL) p 2/3DL Mr= 2 REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= 2 Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED a 10 6885.25 800 0 2666.67 421.86 CS16 -30 a 17049.19 1040 4320 23226.67 - 475.19 NA a a WALL SEGMENTS b b b C b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119 1997 -9 Lateral analysis worksheet.xls C C C d d SHEAR V WALL TYPE 86 oP1m6tl MIN PLATE NAILING 20 INC O.C. 16 13 10491.81 640 0 1706.67 1098.14 CS16 -30 _ 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /01 #DIV /0! 164 Igmainorgall d d MIN PLATE NAILING 11 INC O.C. 16 7 14829.77 560 0 1306.67 1931.87 2- CS16 -30 6 12711.23 480 0 960.00 1958.54 2- CS16 -30 0.00 0 0 0.00 #DIV /0! #DIV /0I _ 0 265 Mal *MI 0.00 0 0 0.00 #DIV /01 #DIV /0! MIN PLATE NAILING 7 INC O.C. 8 2581.97 240 120 360.00 740.66 NA 6885.25 640 288 2474.67 551.32 NA 4303.28 400 216 1026.67 655.32 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /01 108 MIN PLATE NAILING 16 INC O.C. 5/23/00 PAGE 5 Ui 0 0 CO 0 W 0, g F2. 03 Z E 1- Z 1 O 0 '0 H W ' .Z t s 0 f. Z; a b c d 3 21 0 0 1290.98 9036.89 0.00 0.00 240 1680 0 0 120 600 0 0 360.00 15960.00 0.00 0.00 310.33 - 329.67 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 FRONT TO BACK UPPER FLOOR TRIB.LENGT - Load 2151 6 Ht. 8 Mo= WaII(DL) CD Roof (DL) 2 /3DL Mr- REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= o: Wall(DL) Roof (DL) w 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load Ht. TRIB.LENGTH 215 8 Mo= WaII(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a 13 13 14545.09 1040 2145 13801.67 57.19 NA 7831.97 560 400 2240.00 798.85 NA 0.00 0 0 0.00 #DIV /01 #DIV /01 0 0.00 0 0 0.00 #DIV /01 #DIV /01 140)„, a 11 23 10127.72 1840 0 14106.67 - 173.00 NA 20 8806.71 1600 0 10666.67 -93.00 NA 0.00 0 0 0.00 #DIV /01 #DIV /01 0.00 0 0 0.00 #DIV /01 #DIV /01 55 a WALL SEGMENTS b b b c c c 1 #N /A #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A _ 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A itte#N/OWINI KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d SHEAR V WALL TYPE 54118;1. MIN PLATE NAILING 32 INC O.C. MIN PLATE NAILING 12 INC O.C. MIN PLATE NAILING 31 INC O.C. MIN PLATE NAILING #N /A INC O.C. 5/23/00 PAGE 6 W J U 0 0, CO O% CO CO W W O: al: W: Z H. I- 0; F- LU uJ; V 4 ,0 co F W lc V; O ; IL. Z - U N H I': 0 I a b c d 2 2 0 0 2114.94 2114.94 0.00 0.00 320 320 0 0 0 0 0 0 213.33 213.33 0.00 0.00 950.81 950.81 #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /01 #DIV /0! RIGHT TO LEFT MAIN FLOOR TRIB.LENGT - Load 106 Ht. 8 Mo= Wall(DL) 0 0 Floor,Roof(DL u�. 2 /3DL Mr= MAIN FLOOR Load Ht. 0 LL MAIN FLOOR Load Ht. rt ug MAIN FLOOR Load Ht. ug REACTION T =C HOLDDOWN REQUIRED 5 TRIB.LENGTH 367 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 367 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 367 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a WALL SEGMENTS b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d SHEAR V WALL TYPE 132 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 24 4 9092.05 640 0 853.33 2059.68 STHD 14 RJ 12.5 28412.66 2000 1140 13083.33 1226.35 STHD 14 RJ 6.5 14774.58 1040 960 4333.33 1606.35 STHD 14 RJ 18184.10 1280 864 5717.33 1558.35 HTT22 284. P,1, MIN PLATE NAILING 6 INC O.C. 16 11 22466.59 1760 1148 10662.67 1073.08 HTT22 12 24509.01 1920 730.42 HTT22 0 0.00 0 0 0.00 #DIV /0! #DIV /01 0.00 0 0 0.00 2016 15744.00 #DIV /01 #DIV /0l 2551.R1I MIN PLATE NAILING 7 INC O.C. 3 7617.66 480 1680 2160.00 1819.22 STHD 14 RJ 3.5 8887.28 560 1280 2146.67 1925.89 STHD 14 RJ 2.75 6982.86 440 1005 1324.58 2057.55 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /0! #DIV /01 3171412111R114111101 MIN PLATE NAILING 5 INC O.C. 5/23/00 PAGE 7 I a b c d 9 17 0 0 6097.79 11518.06 0.00 0.00 720 1360 0 0 120 600 0 0 2520.00 11106.67 0.00 0.00 397.53 24.20 #DIV /0! #DIV /01 NA _ NA #DIV /01 #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGT - Load 3671 6 Ht. 8 Mo= Wall(DL) _ Floor,Roof(DL re 2 /3DL Mr- REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 367 Ht. 8 Mo= Wall(DL) ► W - Floor,Roof(DL ✓ 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 367 Ht. 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 367 Ht. 8 Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a WALL SEGMENTS b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119 1997 -9 Lateral analysis worksheet.xls d 13 21 38167.67 3360 475 26845.00 539.17 NA 0 0.00 0 0 0.00 #DIV /01 #DIV /0! 0 0.00 0 0 0.00 # DIV /01 #DIV /01 0.00 0 0 0.00 #DIV /01 #DIV /0! 22714MSZIMMI d d SHEAR V WALL TYPE MIN PLATE NAILING 20 INC O.C. MIN PLATE NAILING 8 INC O.C. 0 0.00 11 30 26185.72 4800 0 48000.00 - 727.14 NA 7 6110.00 1120 0 2613.33 499.52 NA 0 0 0.00 #DIV /0l #DIV /0! 0 0.00 0 0.00 #DIV/0! #DIV /0l MIN PLATE NAILING 16 INC O.C. 1 #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A ILIMIRMAX01 MIN PLATE NAILING #N /A INC O.C. 5/23/00 PAGE 8 • > > U O W W` J W' g W Q `• w W ' Z Z � W W n p U W W 1 U. u. Z Lb U � pi WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS Homeowner: Builder: Site: DUJARDIN PLAN # 2119 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 442 8.75 Floor R19 vented Joist 16oc Glazing @130 * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: MATT MERCER Jurisdiction: RECEIVED Utility: CITY OF TUKWILA House Type: Single Famil Floor Area: 2119 ft2 PERMIT CENTER Weather Data: Seattle, WA µ Climate Zone: 1 PROPOSED 425 Btu /hr -F 8.58 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 442.0 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 2119 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99090.21 X Area = Area = UA 1226 50.3 317.9 206.6 38.0 14.8 2035 126.2 1226 44.1 17130ft3( 109.7) UA 1226 50.3 281.0 146.1 38.0 14.8 2072 169.9 1226 44.1 17130ft3 (109.7) 425.2 6357 • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99090\\9909021.WS HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses( % Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: GLAZING ORIENTATION Eff S Glz: 4.3% Location PROPOSED South : 70.0ft2 Southeast : East 70.0 Northeast : PROPOSED Gas Furnace DEFAULT 78 % 61 % Vented crawlspace Attic or garage 0.60 27814 Btu/hr 6778 Btu/hr(24) 34592 Btu/hr 52000 Btu/hr (150%) 90 MBtu 504 Integrated Spot & Whole House 0.0 () Btu/hr tons (@125) kWh/yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 423.8 ft2 84.8 ft2 PROPOSED North : 71.0ft2 Northwest : West 70.0 Southwest : HOUSE ID: 99090.21 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 06/13/80 Kappler Associates JOB NAME: JOB NUMBER Copyright 1994 Architects Dujardin Development Fosterview Estates Plan 2119 DATE: BY: 9/20/99 99090.21 MJM yt .,` WI ND °OW TOTA ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA I (IN SQUARE FEET) (HOW MANY) I TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) M AIN;FLOOR LIVING 6.00 4.50 27.00 1.00 27.00 ENTRY 3.00 0.83 2.50 1.00 2.50 DINING 5.00 6.00 30.00 1.00 30.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.66 39.96 1.00 39.96 FAMILY 7.00 5.50 _ 38.50 1.00 38.50 TOTAL MAIN 153.64 1 S d e . � � ;� ` 4 , 4 .i�.. :k� UP ' `FLOOR _ . M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 3.00 3.00 9.00 1.00 9.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 STAIRWAY 2.00 6.00 12.00 1.00 12.00 OFFICE 2.00 2.50 5.00 2.00 10.00 OFFICE 7.00 4.00 _ 28.00 1.00 28.00 TOTAL UPPER 127.00 ax�i i >•. s r � s•A ',' 4 = 4�1?•, .�'ti .. �' IbSH 4 tt t'P �"^.af� �r P � _ is . 1.: t., .�> -� E 4 �e_ > > } v" a i a � t 7 �t � i z f S UMMA RY a, d a j ��x , . :, t � .. ]F F, .. .. S -. tt r TOTAL GLAZING SQ. FT. w k .� y ' ' 7 i aft "k -a ; ......E � . fir, �e�`.. 280.64 TOTAL HOUSE SQ. FT. 4 / , 3 ,s «r: , }� ,, , > > `t >; � k ti " : ■, r ` t,+ ,' v r ; �? ' � l ;.. ..,L., °' '' ` . . . i, tu ,. r,r 2,119.00 Glazing o % ) �4 S J > ! 6 S f 3 � 4� !� I Y 1 5 �5 h r5 � S rt �x �, � }��, �� ., F,trEt pp �� � i �,� ` i i b� 2 t i M� i' 4 k'� 1 A 4 Pi i I'! i i j U� k' )`4 t T f 4 1 P h f ,t k rt � ( y s z � � s � � ,� , ;� F .�t � f � dF;':Iv.. � hS Y Y N . s'� �� f .. �f,... 13 2% 8/21/00 9909021 - Glazing.xls Z cc W U U co 0' W_ J F- u- w O g Q " F uj I : Z I- 0 Z H. U � O tA . 0 I- T w ` H ud 0 LUZ U - ; OH Z Y'NNOUTI.DO[ REVIEWER'S INITIALS: PERMIT COp PLAN REVIEW�NG SLIP DATE 11 -30 -2000 ACTIVITY NUMBER: D2000 -296 PROJECT NAME: FOSTERVIEW ESTATES LOT 19 SITE ADDRESS: 4266 5 137 ST SUITE NO: Response to Incomplete Letter # Original Plan Submittal XX Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division X Fire Prevention G 1 - ublic Wprks off ,flD lvZ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 2-05-2000 Complete Incomplete ri Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved I I Approved with Conditions Structural n Planning Division Permit Coordinator Not Applicable n No further Review Required DATE: DUE DATE 1- 2-2000 DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -296 DATE: 9 -8- 2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 19 SITE ADDRESS: 4266 S 137 ST XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_ Revision # _ After Permit Is Issued DEPARTMENTS: Buil ee t i P Works \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (ten days) Approved I I REVIEWER'S INITIALS: ( � t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Fire Prevention NI Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: aket try Planning g Division q /Z � Permit Coordinator DUE DATE: 9-12-2000 Not Applicable I Comments: No further Review Required DATE: DUE DATE: 1 0-10 -2000 Not Approved (attach comments) ATE: ll - 4 - t DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Ce UO, rna wi J (—i u. W ' O : U. Qi• ~ W zF W W Project Name: FOSTERVIEW ESTATES — LOT 19 0 Project Address: 4266 South 137 Street = w ` Contact Person: John Kappler Phone Number: t}25 . (�� I • 53 2D Z` Summary of Revision: H 0 . REVISEr) CGEI)- 'Ec1 -I 2EPD12T To REFLEC'( G0 122EC-1 SI-IEb I S V1SEn X12 S uP j1'r' M . 2EPDtt-'( X10 VV {ZEFEP..S - rt.7 S 4-1 -GET Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11 9-q • 0 0 Plan Check/Permit Number: D2000 -296 O Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued 9. s 4E rr P. 1.6 HAS 136'0.4 Z' Ev I SE7D TD 9.E Ir L EC.T COT £, FI W.. 12ECQ w12,eA.1 IT5 . zresvmansr,r,... RECEIVED CITY OF TUK A'II Nov 3 0 2000 PERMIT CENTER 3 , SNEETP2.4 Pas gEELL 2.Ev1SEO To LaEFLELT THE Go1- I- U\M11.1.(rl A) o .S . E Li ►.IE -14.5 BEEkI A,DcET) 13) Tt2EMCI - 1 - DRA. 1•1 4 -IAA -5 2' .I b<DDEr) -11.1 E G4A G 'SEGTt WT LINE I-146 13EE8.1 A<DDE") Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 3b Entered in Sierra on 11 11/03/00 Dear Sir: City of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -296 (510) Re: Fosterview Estates — lot 19 — 4266 South 137 Street 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 Tess than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 September 14, 2000 Steven M. Mullet, Mayor re 2 3 , U . 0 0, W • w a�+ w 0 u. a O mo z w w; to 0 � o U ww — o ii Z ' U= 0 z Yours truly, Page number 2 Fire Department Thomas P. Keefe, Fire Chief City of Tukwila Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate 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. SLb The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206.575.4439 Steven M. Mullet, Mayor Re: !ential Sewer Use Certific .1 .on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter 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 ') \(ty001 v, iyvN \l (u (Lesl, First, Middle Initial) Property Tax I.D. Number 2. tp 1 L 0O -- C1'10 Property Legal Address: Subdivision Name 1 r.',i F vv% + Subdiv. # Lot # � Block # Building Name (il applicable) Property Street Address t- 2 al It C. \ - \% . 1 1 1` P I • City, State, Zip Owner's Mailing Address r •t) , . X (II different from above) e \ .. H ‘f 4 : -1 r` ? 2 (f . y, Owner's Phone Number ("12 <;) 1 — 4 5l_l( 11 Property Contact Phone Number ( 11) 5r) lc I - 5 3 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District \C1\ V 1.A e. Date of Connection Side Sewer Permit # Demolition of pre- existing building? CI 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) LI 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 Print Name of Owner /Representative 1057 (fey. 2/00) White — King County , . blY7.x+Xeerr ' meart t ttV Nw:1....,.aer ,fir,^. - .".rrx.wR - m•..nv f.�y �.r..yh'L.v x 0.64 = x 1.0 = h 1:°6 X2000- 290 2.4 3.2 Yellow — Local Sewer Agency Pink — Sewer Customer RECEIVED CITY OF TUKWILA 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 data for determi ation of a revised capacity charge. Date P2. L25 ' (JO ••{ CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone 1)-01-000 H-ha Certificate of Water Availability PROJECT #: FcerierVieto 5 41 t*Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): L eV (r ‘..-Da ,t 4±1_0 /9 '\ Y v f y Sf( . 4: s nentro /nt . Y i ti. 1 !t Name: OL`. qcU 4 2-10 >r Address: Name: K& ` pier 112iA'l.t - € pj Address: Phone: 1 4 as • 334 l � Phone: 2 -1o 1 5 - (aL 1 -5390 This certificate is for the purposes of: Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 13x 3 14" p Q Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /Agent Signature: The proposed project is located within c n Wary( D i s\-r i cir Plo . 1as Date: L S > ZZ- - cam 164 PART B: (To be completed by water utility district) (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 30 0 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of / fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k - , b CS-7 11- Apency /Phone 2.o6 - 2-V - e — 2_ z — U u Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. El CIT System isn't capable of providing service to this project. RECEIVE!) CITY OF Ti WWII e Date CENTER z ~ w it 2 00 tO W � to WO 5. = w F- = Z F I-- 0 w 2 0 � off I H r- u- O w Z 0 I z Part A: (To Be Completed by Applicant) Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone . Proposed Use: SO Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: . , •, ,.. ail ,. A6 • , �! .sPhon =. _ , • • Property Address or Approximate Location: L1 2 cD co SQ ud \? 7 el. . Legal Description(Attach Map and Legal Description if necessary): FOStekr J • 1 %e,.). - 8 c es Lod \ -.-' we \ D 2 (0U—bp — O N () Part B: (To Be Completed by Sewer Agency) 1. 14 a. Sewer Service will be provided by side sewer connection only to an existing el size sewer 0 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. 01 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: $ 1 55.00 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: By L 'WORKINO TOWARD A BETTER ENVIRONMENT SEWER DISTRICT El' Certificate of Sewer Availability Title ¶D2.00O z ge 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 H - Il CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date ,of sisanature. RECEIVED C 1/4 /0c4ITY OF TUKWILA Date PERMIT CENTER ret D 0 0 • N 0 WI J � N LL W O Q, W F = Z Z H` 0 co ' 2 0,, LL 0 ' W Z' 0 ~. • FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS LOT 19 ADDRESS: 4266 SOUTH 137TH PLACE TAX PARCEL I.D. #: 261200.0190 e OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA. 98026 425 -743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 -641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425- 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO • SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 P1.0 P1.3 P15 P1.6 P2.4 P65 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPRARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 12, 19 & 20 SITE SPECIFIC SECTIONS - LOTS 18 - 20, 31 - 34 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 19 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C•13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -058 ARCHITECTURAL COVERSHEET Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Dtow. 29(0 1 Plii 101.11. the Idle IMP G /;CcFSS rv _ F L! COPY ! L:nderstand th8t the Ran Check approvals are subjcct to errors and omissions and app,oval of plans does not authorize the vioration of any adopted code or ordinance. Receipt of con- tractor's copy of approved pans aok7ow'edged. By Date t � Permit No. 0 SEPARATE PERMIT T P1 _.U1RED FOR: _:CHAN!CAL _ECTRICAL IMB!NG V PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS a ' 3 r...!'.',?,r,.•7S SLALL BE MADE TO - SC.-Ft WORK RK WITHOUT PRIOR * r.3YAL OF TUKWILA BUILDING DIVISt; :d: : R VI7ICNS MI FElU!iRE A NEW PLAN SU3Mr1AL 44? k4 i9: !MC,!,UDE ALM:LC:JAL KLAN REVIEW F[ These plans have Ie Works Department City standards. omis4o1111 wig& do set for d_* r M. Mo' gmap with the 11114.0 . :1244. ~ ' MW MOO for 11 _ v ;; _ impeallo 1. RECEIVED CCTV OF TUKWILA 4 0 0 w cc w u_ 0 I- CC w 0 CC 0D J 0 JJ Lu L 1 0 cT >- a 0 0 0 0) 0 z cc 0 r co LO ° o( CO x C 0 (r) N CO CO a> TD !B NO.: 00138 SHEET COVER SHEET Dwoo- 1% • 1 AREA LOT! PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 2 LOT 28 B 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 3 LOT 35 A LOT 36 9 LOT 37 C LOT 38 4 LOT 39 C 10 LOT 4C D AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 2 LOT 8 B LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 3 LOT15 A LOT 16 LOT 17 LOT 18 4 LOT 19 C LOT 20 • S CONDFFION$ 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 AREA /PHASE 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 RECOMMENDAV1ONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTiV'GS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FiLL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMI TED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRI VEWA Y CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER POR TION" (SOUTH ENO) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTiONS (NORTH ENO) OF THE LOTS WILL HAVE THEIP SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTiFTES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNiCAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 17 2 0 00 - z% 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. THE GEOTECHNICAL ENG'NEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT TIDE 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 FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWiLA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES` TO MAKE SAID UNDERGROUND AN INTEGRA TED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STA TE OF WASHINGTON, TO WT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS" TOGETHER WITH THE RiGHT AT ALL TiMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TiME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, iTS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH 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 . ^,ONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE iN FORCE UNTIL SUCH TiME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENT', Y REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE ELI EL2 EL3 EL4 EL5 EL6 EL7 EL8 EL9 E110 all EL12 EL13 EL14 £115 £116 EL17 EL16 EL19 £120 EL21 EL22 EL23 EL24 EL25 EL26 EL27 EL28 EL29 N8816'09 "W N8816'09'W N1653'05E N2120'45E N82'40 23'W N72'41'47E N52V2'47"W N52V2'47''W N8920'56"W N8920 56'W N8920'56'W N60 NO0•70'00• N8970 56'W S75'39'14 - E N6632 39E EL30 N1938 54'W EL31 N3255'12 "W EL32 £133 EL34 EL35 EL36 EL37 £138 EL39 EL40 EL41 E142 E143 EL44 £145 EL46 £147 EL48 EL49 EL50 -EL51 EL52 EL53 EL54 E155 4. OPEN SPACE EASEMENT CURVE TABLE CURVE I EC1 EC2 EC3 EC4 D1REC1V 4 DISTANCE N895934'W 40.25' N0039'04E 10.13' N8939'54'W 58.26' N73'41'1 TW 102.70' N73'417 7 _ N1936 34 4.56 N8778'S4E 51.21' N09V7'32E 7244' N5720 04 27.23 N 2346 29.05 N1325'57E 22.55' N8936'14'W 46.42' N14V9'36E 35.05' 47.06' 5.12' 32.00' 25.84' 14.86' 20.92' 32.09' 28.92' 26.97' 24.39' 16.55' 52.67' 9.61' 33.40' 45.91' 2242' 38.71' .33.44' N8572 49. N515 33 18.8? N08'45'04E 22.04' N41'08 3 22.6 NO2 '32'46'W 21.13' N6453 41'W 60.03' NO232'48'W 19.88' N380S'34E 23.66' N64'53'41'W 41.66' N380534E 16.16' N7429'41 "E 26.99' 140356'32'W 31.75' N3459'327 25.95' N08 15.18' N2635'42"W 1493' NO2'44'34E 17.08' N.55175 . E 21.05' 1422'42'40E 16.28' N87 20. 74` - - N87'48 Z W 10.83 N87'48'28 "W 2.57' Nor 37'43 50.00' N355r5rW 74.34' S53571 .6T 80.93' 1 LENGTH ► DELTA 57.93' 6229'43" 17.23' 2059 52" 33.27' 36.25 622518 20.00' 49.81' 142'41'51" RADIUS 53.11' 47.00' Girt OF rut �I WPROVEO JAN - 3 FA M:J`r 1 K; rri. t1 rS; FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWiLA, KiNG COUNTY, WASHINGTON R.L. McDUFFY de ASSOCIATES, INC. LAND USE CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 GYXBY AVENUE EVERETT, WASHNGiON 98101 (425) 258 -4438 X F4 ',116 QQ Tui wn 16 A PERMIT CENTER DATE 2/7/00 0wG er KMG ,Toe NO. 96089 sHT 4 OF A, 4 • V V V V V v v V V V V V VVVVVVVVVVVVVVVV V\/�uu . - VVVVV v � V. � �/ VVVVV 'V VVVVV VVVVV VVVVV VVVVV VVVVV VVVVV V VVVVV V I \, ,, / V /v v p p. ' V v vv/I , vvv V 5)/ VV i; ; VVVV - V �N/V ,, Vvv V= - VV A V v �/v v v V�/vvv �/ '' ''''''"'' "" i� i� i� i� i \/\/\/\ V / . .„,\,,),„,„ v V Val vvv vvv v •vvvv • vV\/ vvvv vvvv �/v V No/ V VVNV/ NV/ .. PHASE A PHASE B • PHASE KEY LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 PHASE PLAN PORCH AREA 1843B 1843A X A 2119 2246 2108 2246 2246 2108 B 2108 2246 2108 1568A 2246 2108 A X 2108 MOD'F.D (1)-4-- 2108 MOD'F.D (2) 2246 2060 2119 X X 4 1 2 3 PHASE C 1 \f S ►, , VVVVv vV VVV • ,\,'., V PHE D vVV ►V VVVV VVVVV` 'VVVVV/ VVVVV rVVV�V 1568A 1568B 1843A 1843B 2060 2108 2246 2119 MOD'F.D LOT # 1PHASE PLAN PORCH AREA LOT 21 LOT 22 B LOT 23 LOT 24 LOT 25 C LOT 26 I C 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A 1843B 1843A 1843B 6 7 8 9 2119 2060 5 LOT 27 LOT 28 LOT 29 ' D LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 20 2060 LOT 40 ! D 1843A 10 HOME PLAN MATRIX &SCHEDULES (SEE SHEET C - FOR STREET ADDRESS OF EACH LOTS) • CONDITION • 'vd • L CONSTRUCTION OF IND ' UAL HOMES, INC FOOTINGS, FOUNDATIO ETC PAW NEE IN ACCORDANCE W THE APPROV DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM T PLAN iat AREAS. EACH AREA IS TO : ' DEVELO CORRESPONDING CON RUCTICTI 3. THE CONSTRUCTION AREAS SH L BE DE EL PER THE GEOTECHNICAL REC MMEND OF TERRA ASSOCIATES OR ANOTHE GEOTEC ENGINEERING FIRM AS APPROVED BY TH CITY OF 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITI'AL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A TEMPORARY EXCAVATION RECOMM : DATIO AREA TO ALLOW FOR THE INSTALLA S N OF H FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MITIGA I N MEASI* FOR SOIL STABILITY AND EROSION CONTRO BEFORE OD DURING HOME CONSTURCTION. tt C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW E IMPLEIiN• TATION OF ADJACENT HOME DEVELOMIENI GONER AREAS ' D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE ' L MATE SHALL BE OVER EXCAVATED DURING CON ' UCTION FOUNDATIONS, FOOTINGS, AND FLOOR SLAPS. ' D1TI0NAL THERE WILL BE LIMITED EXCAVATION AND INIOVAL OF : ' UMW SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'U PER PORTI N' (SOUTH END) OF EACH LOT WILL BE FLA a ED DURING G LOT DEVELOPMENT OT ACHIEVE AN INCLINATION' ' Ltl. ER ACCETTABLE OPTION IS TO PROVIDE A CANTTL' a ' 00 OR MECHANICALLY STABILIZED RETAINING WALL THE ' POtTt M l 6 (NORTH END) OF THE LOTS WILL HAVE THEIR S ' PE PROBL S CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF EIR SING1LE FAMILY RESIDENCE PERMIT, THESE GEO 'CHNIC L RECOMMENDATIONS AS WELL AS A LETTER FROM THE EOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GRO ' IN AR THAT THE HOME, FOOTING AND FOUN A ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO. MENDATIONS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINE THE IMPLEMENTATION OF THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS E TO BE E SINGL BASIS, G IS TO OBSERVE PLAN. FOLD KWILA AND' AREAS AID A TEMPORARY EXCAVATION OF CONSTRUCTI MITIGATION MEASURES. B. VERIFICATION OF FOOTING, FOUNDATION, R KING WALL AND FLOOR SLAB INSTALLATION METHODS D DRI AY PLACEMENTS ACCORDING TO GEOTECHNICAL R MENDA N& C. VERIFICATION OF MCI FILL AND PREPARATION FO COWL ON IN ADJACENT HOME DEVELOPMENT CONSTR ON ARFAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS. 1 THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICA N ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISSED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATI NS I r / TRACT t APL7i'RTY LAC - nP (PACT WY) If A D1oxz% OME DEVELOPMENT PLAN • • E :1 =40' 0 CITY OF TUKWIL WPROVED JAN —3 �_,t 20 40 80 160 Y' RECEIVED CITY OF TUKWILA PERMIT CENTER fi a U) v m 0 cos 12. X =' ru • O g g O 0 1 i TITLE JOB NO. : 9801321 SHEET P1.0 • LOT 16 LOT 17 LOT 18 LOT 19 LOT # PHASE PLAN PORCH AREA LOT l LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 --� MOD'F.D (2) 2246 2060 2119 X 2 3 4 A 1843B 1843A 2119 X X !/ //j# , fV • , , / / /Orof 4 ' r 0, ii le /1' ill7M/ / : 57/ LOT # iPHASE LOT 21 LOT 22 B LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT34 LOT 35 LOT 36 LOT 37 LOT 38 PLAN PORCH AREA 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A 1843B 1843A 5 6 7 8 9 LOT 39 1568A 1568B 1843A 1- 1843B 2060 _2108 2246 2119 1843B USES I N SAT LOT 20 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX &SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) TRACT "A" P APCMPTY LAW - T)P (TRACT WY) ASE C 1oc:' z& OME DEVELOPMENT PLAN DETAII/ KEY PLAN • CITY Of " ft(YVi1�1 0 Vt JAN - 2711 hi;' LA, 40 80 160 E:1 =40' CITY OF TUKWIU PERMIT CENTER TITLE JOB NO 9801321 SHEET 0 \ \ \ ` s - I SOUTHGATE PARK DC Ilan Int e 0 EX U77L1TY 15' NA771E - -1- kEL:ETA 1 BUFFER EX. U77L /TY POLE 1 unc /rY POL I EX RCERf 1 1 1 EXCOVC 11YALL y EX WY Pa i - . J . TRACT GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 Pr ' PROPERTY LINE - TYP (TRACT BOY) ty A „ \ • f -1( •\(EY ;FLAN • • ,••3 y \ • • SCALE 1:40 160 m 20 40 6(d (ij t4, I Q i I N NEW 5' CONC. WALK ! ITE STEPS A5,0 TELE i 1 ,4___ NEW 5 • ASPH. WALK 1 SEE SHEET 4.5.0 FOR SITE STEP INFORMATION • S, i;I1 TMWDA pP o' :e ± "-N -3 "1 e�M RECEIVED CITY OF TUKWILA PERMIT CENTER CO c'7 (r) LC) f CO U (1) LO CO o (I rj) 0) x T C CO -+-, O LL 0 o Cl) V z D CO .� Lc, CC V N CJ CO CO m ' v Ca Q ki Q. CU TITLE `B NO.: 98013 SHEET P1.5 • \ Irre4 1 \ `� R -- -- -- -- -- -- -- LS'4l= 'NW 7 ` M 0 SOUTHGATE PARK Neff AZ! ,P0115180 410 PUBLIC UNITY !A.IIl% / 1 N `` .` Ex. /11L/T \ \ • \ Imarszavi.ve ita.0 trairrz4sr FN-1 \ r - - - -- i •- - -- — — %by • ' Ex AVOtarRy _ „Af, 1 1 1 OPEN 9'A¢I 1 M/ j Ex GUY PILE /C1 PIBYA1f , � / ate ( 1/$/Tr LAMONT�SS I ' (M• Ateve — !R owe E�11:1 ~ �' - r- ,`/ } --1 N.— ':s u/X.I.,Q,sovAt L .\ 70 TOTAL ! TOTAL CUT I FILL L O1 348 133 0 0 ADJACENT TO LOT WITHIN R.O.W. CUT FILL 02 177 266 N/A N/A 03 35 , 37 0 i 4 1- 04 60 114 N/A N/A 05 25 193 N/A N/A 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, BACKF ILL FOR = OUNDATION, 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. ` 08 40 227 N/A N/A - L_C 25 235 N/A N/A LOT TOTAL CUT 10 35 255 N/A N/A J 11 60 150 N/A N/A 26 449 12 87 30 N/A N/A 27 ! 551 13 193 30 N/A N/A 28 647 14 41 150 N/A N/A 29 424 15 45 150 N/A N/A 30 381 16 45 _ 85 N/A N/A 31 33 17 56 36 N/A N/A 32 35 18 _�76 36 N/A N/A 33 38 19 108 30 N/A N/A 34 — 35 20 140 25 N/A N/A 35 596 21 35 25 N/A N/A 36 580 1 22 40 38 N/A N/A i 37 480 23 40 44 N/A N/A 38 446 24 282 25 35 0 39 395 25 266 L 38 35 0 40 473 TOTAL FILL 40 40 40 40 137 81 122 37 40 40 40 40 40 40 ADJACENT TO LOT WITHIN R.O.W. CUT 45 55 N/A N/A N/A N/A 0 3 N/A N/A N/A N/A N/A N/A FILL 0 N/A N/A N/A N/A N/A 0 N/A N/A N/A N/A Ex UM/ 83 Par 74 110E „1 % FLN SPA ,gf ',VENT PROPERTY L/NE - TYP (TRACT BOY) • ♦ St St ' \ \ \ ▪ • GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT A. �.�, \ \ :. .` \`M \• ` .\ ` .\ � • . c1/4- TRACT . i \ ,i •Q°EN SPACE' , ♦ `\ N. .� ,,,,,,/EN \ \ I �`. NAT!►£ .-'' \ \\ ; `` \,: \ ifQTATTO►V '. \ \ BGFFER , ; \ • PRCPERTY !✓ALA' - TIP (TRACT BOY) I 4 / 0 20 40 0 80 `,` - -lo -- moo.- .- -•,!'� SCALE 1:40 Pc - / / • I ( C/ POL 160 \\\ \ . 1 .1, -� S fJ7TH STREET TELE TE STEPS A5I0 HEW S” c:wc WALK 1- - NEW 5 WALK • SEE SEE A50 FOR SITE STEP *ORMATION CORRE TON LTR# RECEIVEL, CITY OF TUKWILA NOV 3 0 2000 aERMl1 ;EN?c JAN - 3 I DZOOD-N.P I_ z 4e4 a a 4e4 x F- U W 1=4 H U c) '�- M CO CO Ls) U °oo 0 CV (1) X � cK5 + - o IL 0 . o 'w c N v+ o L9 Z • L ° C T D ° TITLE io NO. 98013 SHEET P1.6 • TREMC,14 VtA I Al `\ OPEN SPACE `.EASEMENT 1 _y L 1 ! FAN SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P15. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12. PROVIDE 4% POSRNE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'-0'. MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2 ,3,4,5,6,7,8,9,31,32,33AND34TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. a CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , Pt1, Pt2 , PL3 AND Pt4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET Pte. • R _ 50 -0. i 73.20 -' I �+� t f STORM j ilts mini steel N 1= A-¢r F1a� 44 (t ANr IS APPeax II o' 4. pi 000 lq6 ■ ■ ■ 4 •\6, These pies Ike been reviewed by the Pah& Watts Demme= few ceeteeieeoe Britt nod City stasis& sw iir i labile to *bins adopted 'rib t t#tiNIr opmeift for the sign, Mt 11111* es *siva Waw 41111no IOW am t t Msa.+li ,1r. and vs owe eit MINIM • t owl_ _ the Palk 'rite II■ NIS Dow ic / P' ,e,4i % 5e/9u S,fBAi 7 iaAJ /77 A)i4 C L-M ?, L CI? % A-' /;f)*) FnceAA4, 9 � 2() t d 'Ai w/4 L G.(, ti'N - TL 77/� x /57 CB ' 2S- w / //M r6 -/6. OS aNd / /S9 7' NE) SrNCF /VOQiH ▪ C P, % i °N g1 Gt 1 f ± ' p SKEET p- i5 PT Et _Fe/ /56 ' S%/MP PerATP Y 7 Ai e �,o • • • • • • • \ • • • • ` X • • • \ •„... \ \ . • • z 4tt p-4 a .a AtC x E lim4 H 0 0 z • V) 0 tV x -�' (173 Q 0 C3) • c �o .o cN EI% 0 Z a ' • ▪ L._ 0 CD �o C 'w �RECElp _/ .m OF TUKWILA V) Q''' • V 3 0 2000 't HMlt l ENTEk SHEET P2.4 LbT 19 • DUJAR DIN Date By Des( I iption , 05-12.00 06-27-00 08.31-00 JK SRU SRU PERMIT SET CITY COMMENTS Ili 1 ,, tt G I , .. AticHit c, I r , 1 , AI 01 VOSII,N(;' ON LOTS 18 • 20 UPDATE _ . ,..... _......_...._ FOSTERVIEW ESTATES f r IS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT , _ Ylw ••■ ee. IL • - - I M r • • - 0 7 1 13 CO 0 rn 0 1:1 < M Z M 0 0 •■I M rn CO O ono -n m Ph , ; ; : : ; 1 I : ; ; ! ! 1 I " j 1 I a 1 I i I I Ei 1 I i S I I ; 1 I S :1 i I , I I , I i i I i t ; t 1 ; i t i 1 i i i! i 1 ,I ! 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BEAM ECG66 TO POSTS ABOVE A C BELOW 2x FACIA BOARD (2' GREATER DEPTH THAI JOISTS) () 3/4' LAG BOLT, AT EACH END • 6x6 KNEE BRACE, TYP. •4 BAR WRAP •12• MN TOP AND BOTTOM (FOR FROST/ op - L. 36'x36`x10' CONC. PAD 06200- 19_TJI m X E z r 3/4' =T-0' 1 / FOOTING • - NOT SLOE N THIS CONDITION • . • SPANS HOORZZONTA.LY, TOP OF TOP OF SLAB TOP OF J BAR NOTE: FOOTING DOE'Si11OT SLIDE N THIS CONDITION, HORIZONTALLY. 8 ' T: NTS. FOUNDATION DETAIL 3/4' =T-0' 1 1/2' CLEAR NTS. FO DETAIL 34 --T-0' CRAW AR STRLC"IJRA. FTLI. SEE SITE SF IC FOUIDAT'o OVAL '0R FOOTNG CONSTRLCTION ;MINX - MIRAF' 500, OR Ea.& TIGHTLIE FOOTING DRAIN DETAIL - WASHED 1!8' MATERIAL 2'-C MIL OvER FOOTYG DRAIN 4" RIGID PERFORATED PIPE (4% MIL SLOPE 5/8'•x10' AB. STEEL PLATE OC. (DIv. 3 AS (2).4 BAR • TOP '4 €ERT. BAR • 16' OC, RILL HEIGHT OF WALL (DIv. 3 SHEET A -I) '4vERT J BAR •8'oc (Dtv. 3 SHEET A -I) 0 4 PORZ BAR •10' (Div. 3 SHEET A -1) DAMP PROOFING ( DIV 1 SHT Al) '' '4 HARZ_ BAR 3'- O'•10' (Div 3 JHEET A -I) - (5)'4 BAR CONT. (DIV. 3 SHEET A -I) SOLO SUBSTRATE SEE DETAIL 94.80 FOR FOOTING DRAIN CONSTRUCTION (DIV. 2 SHEET A -I) 5/84.x10' AB. 511 2'4'3(3/16' 5a STEEL PLATE WASMIERS • 4' -0' O.C. (Div. 3 A -I) EXCEPT AS NOTED O.4 EARWALL SCHEDULE }'!1N. EMBED. (2).4 BAR • TOP •4 vERT. BAR • 10' OC, RILL HEIGHT OF WALL (Div. 3 SHEET A -I) '4vERT ,J BAR •5' (DIv. 3 SHEET A -I) •4 HORZ. BAR • 10' oc (DIV. 3 SHEET A -I) SEE DETAIL 5/P80 FOR FOOTING DRAIN CONSTRUCTION (DIv. 2 SHEET A -I) 5/8'•x10' AB. W/ 2'X2'X3/16 SO STEEL PLATE WASHERS • 4' -0' O.C. (DIv. 3 SHEET A- I)EXGEPT AS NOTED ON 514EARIfAdLL SCHEDULE 1' MN.1(1"IBED. (2)1/4 BAR TOP ✓ VERT. BAR • 9' OC, RLL HEIGHT OF WALL (DIv 3 SHEET A -I) S VERT. J BAR GR 60 • 5' oc (DIV. 3 SHEET A -I) '4 HORZ. BAR • 8' oc (DIV. 3 SHEET A -I) V. 3 SHEET A -I) -- (8)'4GONT. (DIV. 3 ET A -1) SOLID SUB ATE SEE DETAIL 9 4 I' I0' 4' -8' FOOTING DRAIN C! iN.T.S. N . TS . (DIV. 2 SHEET A -I) FOUNDATION DETAIL 3/4'=T -0' 111. ''X3/16' 5.a • 4' -0' T A -i) EXCEPT SHEARWALL MIN. EMBED. 03300 -10: 4 0 03304 -11 • FOR TRUCTION 03300 -12 t_ . � f�SNI GRA:'E 4 OF a TOP OF FTG z PLACE Q .ri z E z '6 NOTE- SOfi PRIOR T BE N BACKSIL. CF wALL . s z 6 OP \ TOe OF Si. ±� DAMP PROOFING ( DIv 1 SLIT Al) . °i TIGHTLINE ff HORZ. BAR 3'-0' • 10' oc ? OF FT'G (DIv. 3 SHEET A-1) (6) •4 BAR 6QNT. (Div. 3 SHEET AEI) SOLID SUBSTRATE FOUNDATION DETAIL 3/4' =T-0' FINISH GRADE NTS 'I ` NTS FOUNDATION DETAIL 3/4' =T-0' FINISH GRADE TOP OF J BAR NOTE: 5.06. MUST BE N z PLACE PRIOR TO FULL BAO:FILL OF WALL. 3/4' =T-0' TOP OF SLAB d Z \TOP OF J BAR NOTE: SAG. MUST BE IN PLACE PRIOR TO RILL BACIGILL OF WALL. TOP OF SLAP DAMP PROOFING (DIV 1 5HT Al) w \ TIGHTLINE • HIOIRZ BAR 4' -0' • 9' pC TOP NT5 3' -2' 10' NTS Nr5 - FOUNDATION DETAIL 3/4' =T-0" , 2 ' -3' 8' 1' -3' • NT$ FOUNDATION DETAIL 10' 7aA Z -1/2' CLEAR NT$ J STEE. PLATE _ • • -0' Oc. HDti✓ 3 - EEPT AS NOTE • %4RH1.+ii EIENED •'p TER" BAR • 2' a- RLL T OF WL L (pN- 3 ONSET A-., «1 /ERT J BAR • 6' oc (ON 3 SHEET A - ' • o DA'P PIBJOFN3 ' DIV 1 514T Al) 0 4 HORZ. BAR • C' ac OvEit_IP •Pf1) (Div 3 Sa T A-1) TIC!(TLNE f5) .4 BAR GOP(T (Div 3 SHEET A -I) -- SEE DETA■_ 94?80 ROR FOOTING DRAN CONSTRUCTION 'DN 2 SHEET < -I) SOLD SUBSTRATE SLAB OvER 4' rOO( APOR BARB OR 5i8'•xi0' A,Ct§, 47 270'X3/16' 5Q STEEL PLUM LkA5NER5 • 4' -0' O.G. (D SHEET 41 EXCEPT . y -:_ =. AS • ON 5I AR I)4LL 5 LE - MN. EMBED. ) .4 BAR • TOP •4 vERT. BAR • 12' oc, RLL H EIGHT OF WALL 1 1)2' CLEAR (Div. 3 SHEET A -v S VERY..; BAR GR60 • 8' oc (DIN. 3 SHEET A -I) DAMP PROOFING ( DIv. 1 SLIT AUm •4HORZ BAR •10'oc OVERLAP (MN) (DIv 3 SHEET A -I) TIGHTLNE 4 HORZ BAR 2' -0' • 16'oc ertk 3 SHEET A - I) SEE AIL 911.80 FOR FOOT N CONSTRUCTION (DIv. 2 T A -I) (6) 0 4 BAR CONY. (DIv. 3 SLEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' 1001QK OVER VAPOR BARRIOR �. '5/8'•x10' AB. ''�yf- `1'3(2'X3/)6' 5.Q. STEEL PLAT&IDASHERS • 4' -0' O.G. (DIv. 3 A -I) EXCEPT A5 NOTE;'ON SHEARWALL SCHEDULE 1' MN. EMBED. (2 ? +4 BAR • TOP 4 VERT. BAR (9' -0' MN) !! • 12' oc (DIV. 3 SHEET A -I) S VERT. J BAR GR60 • 6' oc (DIv. 3 SHEET A -I) DAMP PROOFING ( DIV. 1 SHIT Al) •4HORL BAR •8' 1' -6' OVERLAP (MN) (DIv. 3 SHEET A -I) TLNE (2) •4 BAR • TOP 03300 - 06 •4 HNC_ BAR 3' -0' • 12' oc (Div. S'SHEET A -I) SEE DETAILL.9/P80 FOR FOOTIF pR,44, CONSTRUCTION (DIv. 2 SHEET AA) (61°4 BAR CONT. (Div. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' RtX (). OVER vAPOR BARRIOR ►4 LORI. BAR • 8' oc (DIV. 3 SHEET A -I) DO- Z6:1& O33QL -07 5/8'•x10' AB. tit/ 27Q'X3/16' 5.Q STEEL PLATE-WASHERS • 4' -0' O.G. (DIv. 3.• IFET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. •4 VERT. BAR • 10' oc, RILL HEIGHT OF WALL (DIv. 3 SHEET A -I) 1 5 VERT. J BAR GR60 • 5' oc (Div. 3 SHEET A -I) L DAMP PROOFING (DIv. 1 SLIT Al) C '4 MORZ. 3' -0' BAR • 10' oc • 4OIV. 3 SHEET A -U 'IV • (1)'4 GO N T . (DIV. 3 A -I) SOLID 5UBSTRAT „ 4' CAC. SLAB OVER 1' -10' OVER vAPOR BARRIOR 4 3/4' =T-0' 3/4' =T-0' NOTE: FOOTING DOES NOT LlPE N THIS CONDITION, FOOTNG SPANS HORIZONTALLY. TOP OF SLAB z \ TOP OF J BAR z E RN! NOTE: FOOTING DOES NOT CONDITION, FOOTING HORIZONTALLY. TOP OF SLAB 033 3/4' =T-0' E N THIS 8 FOUNDATION DETAIL FOUNDATION DETAIL I' -4' $' 2' - 0' 1/2' CLE* FOUNDATION DETAIL w V2'•z ' AE * 2 x2 SD. STEEL PLATE 'wive, • 4 - OC D'v. 3 SHAT A -✓ E3'LEPT AS NOTED ON SEAR tAL_ 504E LE T P1Ii EMBED (2) B. • TOP 114 HOW. BAR IC OC. ; -6' CORNER OVER -AP (Div 3 SHEET A •4 BERT J BAR it,' OC. ALTERNATE B&C6 (DN 3 SHEET A -I) TTGH(TLO*E DAMP'ROOFNG :DIv - 1 SHUT A -I) a SEE DETAIL 94PG80 FOR FOOTING DRAN CONSTRUCTION (DIv 2 SHEET A -') SOLID SUBSTRATE (3) •4 BAR CONT 'Div 3 SHEET A -I) CITY OF PJ1M 4IPR(;1C JAN - 3 7:11 IA. IGHTL 'NE VEHICULAR SURCHARGE NG (DIV. 1 51-IEET A -U (2)'4 BAR • TOP (5).4 BAR (2) AT TOE (DIv. 3 51EET A -- - 4f2' 10' AB. WY 2X2 f3/16' 5.Q STEEL PLATE H'-'L:-- 'rdUASERS • 4' -0' . (DIv. 3 SHEET A -I) EXCEPT A5 NOS ON SIEAR1LlALL SCHEDULE 1' MN. EMBED`-'' (2) 0 4 BAR. TOP •4 HAR'.L BAR 10' O.C. 1 CORNER OVERLAP (DIv- 3 SHEET A -1) 4 vERT. J BAR 16' O.C, ALTERNATE BENDS (DIV. 3 SHEET A -I) �— SEE DETAIL 9/P8 • - FOOTING DRAIN CONSTRUCT)• (DIv. 2 SHEET A -1) SOLID SUBSTRATE (3).4 BAR CONT. (DIv. 3 A -11 S /8'tx10' A / 2'3(2'X3/16' 5.Q STEEL PL WASHERS • 4' -0' O.G (Dl SHEET A -1) EXCEPT AS ON 514EARWALL SCALIEDULE 1' MN. EMBED. 2' -0' NTS FOUNDATION DETAIL •4 VERT. BAR • 16' OC, FULL HEIGHT OF WALL (Div. 3 SHEET A -I) •4vERT. J BAR •8' (DIv. 3 SHEET A -I) •4 HORL BAR • 10' oc (DIV 3 SHEET A -I) DAMPPROOFNG ( Div 1 Si-IT Al) SOLID SUBSTRATE SEE DETAIL S/P80 FOR FOOTING DRAIN CONSTRUCT (DIv. 2 SHEET A -I) 5)8'•x10' AB. W/ 2'X2' ' 5.Q STEEL PLATE W • 4' -0' OC. (Div. 3 SHEE -1) EXCEPT AS NOTED ON L SCHEDULE 1' EMBED. BAR • TOP '4 vERT. BAR • 12' OC, RLL HEIGHT OF WALL (Div. 3 SWEET A -I) •4vERT. J BAR •6' (DIV. 3 SHEET A -I) 0 4 HOW. BAR •10'cc (DIV. 3 SHEET A -I) 03300-01 03300 -03 DAMP PROOFING ( DIV 1 544T AU TIGHTI_NE HIORL BAR 3 3 SHEET A -I) (1) •4 BA FONT. (3) AT TOE (DIV. 3 SHEETNI) SOLID SUBSTRA1ty SEE DETAIL 9/P8 f6 FOOTING DRAM CONS TICTION (DIV. 2 SHEET A -I) CITY PERMIT CENTER 2 J C%w ] • 0 CO a O 0 Q J w�Z LLI CC ( w (n O �wZw • m 0 Otil w I- I Q Jo(..) • w F- wQI w c1 ZF w CO 1- Z J 20 _Z 0 H. 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(J3X70b/ X3 OOfS j si) 266 1/ Z£ 1'6 32/ 8,7 X08 2/31NY7c/ "C...111X717;if 0742.7 /80 734 Yi. 600/1 77Y6II3XSY9 /41 dd 34/80 07M79 X7Y41 07409 370d .(/l9 X3 77641 0/V0.9 X3 .(b/3)100Y X3 3d! /YN /NY/77 /N dd U1XJTY A.S91911 5 U77L/TY ASEMENT TRACT " =" 5' UAL /IY EASEMENT AN MI 4 I S O #ft37- 1+185 33 3.5v MI X 1#47.9 xT+ssw NO Ril 5' UAL /TY EASEMENT TRACT "A" WATER COURSE WA TER COURSE N SOUTHGATE PARK I EX SAN M/> 19 -30 RE 1877 E 1816 \ 'N N N \ \ \ \ \ `\ \ . \ \ ,\ \ N \ \ \ \ \ \ \ \ \ \\ \ \ \ EX SAN MH /9 -31 \ RE 2084 \ 1 /E 2022 (8" N. S dP EDGE OF EX ASPHAL T SPEC /F/CA IONS ALL moor S7/ALL AV G aira4lVAM2 M►1H NS DOT (APA) STANDARD PLANS' AMD 5PEORCATAWS FOR Rg41 'mew AAW 4 4WI3PA W 7RriC17 1L air Cr 11. L4 ProVI C maws SERER GL'i%cS7RUCRO'V AAV DEH2OP ME7VT STAAVARDS AAV VAL K.E . Z7AEJ? Gi S R1C'T STAMDARD 5PEar1CANOWS .I/MI' LIES .9/ALL BE 4S -Aha'/ Li'AAEElE7C 7WE f NTH enawnive LOWS TE MA.GMKAV ME7OHT LN• 1f,LR' /8SE7? ABOAE THE GDN S71ALL BE 24 PICA= Ah 'aLVIN fRAAIE AW CV 4e7P. BAST SECTA W 5'/LL COWAN A PRE'F. MICA 1ED CDi 241 PIAWZ WA7liEN GLASS 56I°1°1'i41FD PLASTIC LAWN BY G7/ L/AER L 1D Li, t 01./AL. ALL AIAMSZY.ES .91ALL BE QYA/MiEZED 10 RIE QWW/ Gig 174E MIENS i? E anew OF 11,E CURET .SEWER 9/ALL BE A AAMANA'AV Gie' Gi 1 fZFT 6L'ZOW i?E IMXVA6NC MART EJZVAROVS► ALL A/AAP ES SIYALL HAW LAMWTS AMD S4FFTY STEPS .SEWER PPE SNAIL BE PK ASTI/ D -Ja.)4 S1W .AS NOTE AS-BUILT /NFORMATIAN IS AS OF .9/J0/.9.9. MANHOLE LIDS IN PA kEVENT ARE IN ATP. RIM ELL-YAWNS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PA IEMENT HAS BEEN APPLIED. EX. SAN MN /9 -32 RE 237.1 /E 230. • • • EX SM` e:-/2 Air 1' 46 tf /l" 90 (1 " Rocr2RY E MO24 Or our iYJ EX Mac nl;tcc NOIF SEE . MS C -15 tt C -16 FOR PRORLES NORTH GRAPHIC SCALE 0 20 40 1" - 40' 80 MANHOLE D TA P /PE DA TA Ak IQ 1 2 9552' 1 2 EX !.? 2 3 4 6 51Z 4 5 1.942' 3 .5 6 1 732' 4 6 7 2612' 7 11 1Q XX 5 8 19 10354' 19 9 884X 6 9 10 5352' 10 11 1198X 7 11 12 1495X 12 13 6 662 8 13 14 529X 9 14 15 7242 15 18 15.202 10 16 17 5.452 17 15 2.242 11 18 EX 1446X 20 19 15.132 CO (LOT 32) 20 1222' WA TER COURSE r - - WA7ER COURSE EX SAN MN /10 - 33 AN AL1EGRE ENTERPRISE EVERETT PHONE: 334 -5018 SEATTLE PHONE: 743 -6140 41 CO' f " ' ; 9 17227 159 22 (PROM MH 10) 158. 72 (OU 12 157.93 14790 147 45 13 153 45 14295 142 65 14 144.68 13.548 135.18 15 1366 60 131.90 (FROM MH 14) 131. ("WON MH 17) 131- 41 (OUT) 16 153.38 146 73 17 1.0 135.47 135 32 18 12090 111.50 11095 19 186 09 175.63 (FROM MH 20) 175.54 (FROM MH 8) 17514 (OUT) 20 206.18 19758 EX SAN MH ,E10 -31 _z_ gyp-- - 7 -r-� - 1✓75 //TEE / -E /E 134. 1 (8" IN) /E 1338 (8" OUT) EX. SAN MN /10 -32 RE 149.86 /E 142.11 (8" W) /E 141.45(8 "5) /E 141.35 (8" E) RAY JAN -3 :i 4'' EDGE OF EX ASPHA I EXPIRES 3 -15 -00 A114597 E2EY 171.69 159.77 159 35 181 11 17304 17287 17129 171 19 169 63 169- 53 16E- .96 166 72 165 ?_' 18120 174E JG 170 42 170 73 163 72 163 42 159.22 )WGM/ MH 7) z h--1 z Q (f) a. Ki N E-4 a Q 0 W U V / 0 w xN W w z (14 E6 L4 LE CC) W 0 LL •• PLANNED RESIDENTIAL DEVELOPMENT cmoF A F O S T E RV I E W ESTATES PERMIT CENTEp C-1 2 DUJARDIN ;; DEVELOPMENT COMPANY • STANDARD NOTES • COV1RAC1CIP RESPONg&E FOR CCW1ROL AT 1111E CF STARA'S 6 CCW17PAC1A? SHALL MOWN ALL .41A1piPALS --afRErT 11.18111AN AS IWO - 25I PEP ANT ,a CAST RON AfEChwArcAL .Aawr SUFIC CVIAGYAMRS REVIAIVER - x yam x fid - r4� awl Air r 6AE' !WE (k/ rIAO 07101f7E litOOPX 1. APAYOAIMA7E LOCAMWS Or EMSTIVC 1/7111M3' MAW MEN OBTAIIED f7POM A VAIAIIILE RECOPLLS' AAV ARE SYONN FOP CrelinfIEACE THE MY MACK& SHALL BE RESGOASVLE FEW ifRO724110V OF LOCAPCW SWIM/ AAV ASCOMMY OF POSSIME AM/ROYAL 1/7X/13 NOT SNOW/ St, AS TO AlCIV DAMAGE OR ASTURBANCE 713E COMMACK& SNAIL O3YTACT 7NE 117X17X3" lAVOOPGROVIA2 LOCA7XW g/lER (1-0170-424-5515) PR/OP 717 COUSTRUC1MC 11tr ONNER V MS REPRESENT:471W SHALL COVTACTED F r A 1/71/J7'Y COWZ/CT EXISTS 2 GX•VTRACKW SYALL NOT/FY LIVRICT ENCPEER A AAMIX.11 Or 4 8 HOURS? / AOVAAtIr Or ALL REOLES7S srwava lESTAVa a? .65PErnaie • C3V1RAC1OR SHALL FLOWN .9A2° DRAMMS' ID? APPROVAL IINERE REZWEV BY ME ALTAI SPECIFICAllai6 AAV ADP I4%4 1V FROM hOE DvarwarR3' DEWY 1 COY1RAC7OR SYALL AYSTAU EQUFIIIINT An2VEYMACE A/ANLFACNAPE6 AV02111/ENOATAWS j0125 .9 AAV CYTY OF 11/KIIIA STAAVAMS 7 AU N147ERMA4Y PPE SMALL BE' LIRA PON aAST 5 1 - W aaWT OR AEOVANCAL 00M1," CE1AENT-UND7 64ACS7 A21.4,1 177D1AN 0241717 N71/ CVAL TAR MAMMY ASTAUA PON 7V NE AV AA Mm' iimer R(COAVATIOV ALL 'MAW .511ALL BE CAST RON AAV SHALL 02VMM 1 APPLICABLE PCW170iS OF AACS1 STAAVAAV A21.1 4 A21.11, 9162 8144 AAV A21.54 Will A ilANIFIAII PocEISSPRE RAMC OF 150 PS AAV MEL BE C271/17VT-L/NE2 • ALL 4Th VAL PE3' 10 BE ill/EZLEP ALL 1/117RAN75 10 LC ANIZZLOR • CUT-AS AAV VW TAPS 10 BE' MADE BY CONTRAC7LW: N J 1125 .57.PERAV1E149BV1; EMMEN? AA17 an' OF luristA PASPECID? #A57 BE AV1F12, 48 MOPS / N ADVANCE 11. TAAPAC Stinf'S SHALL BE MAE71E1? CAST PM XV EPDXY COWED S1E52, ROVAC SST MN STAMM' 31227 RANGE: 12 C711RAC1AP RESPONSEEE tf7ffilINC AU EZSI7N6' PPE MEN AAV .512ES ID? COIADLIVCS COVWC710/4 CUT-A AAV LAE TAPS 1.3 J 7,4' RIOT WARN ONE' MOP ALL M141E7PMAN APES OEICaciER 10 PAY ID? STAX CVIAVTY AAV an NSPECllaY FITS 11 ALL 411E1? LOCA17OUS 7 V 8E CW4hEV 111111 47E? RS771/CT #121 SWERAWEAVOVT 15 ALL £7S1116' FRE HYDRAN15 AA° AMP.5 717 & OPERARAYAL MVO 7 V O2IMEN427kENT OF COKS71111471CW. 17 /.V OVAACES MF Rit ar AlAtif MITIAN/T 111&17EN APPAVIAL BY PE NV #725 SIRE7PiW7DVD- ENT OR LIS7A3CT ENCAMP AAV hOE 07Y Or RAM/LA MOLL' saws EAl20 22 WOOED PROC1DP 021/PAC1X1V AAV Ma571APE Cav7ROL TEST REPARED AAV COWS Or 1E3'T REPOCIS STASIIRT7E17 R THE LICS1MCT E7M•idg7R ALL COMPACRAV WV? PAID AAV 711Af7IC AREAS SHALL BE SMV MAIONJAI DEASITY AXe20327 MOCK& PER AST,/ 0-1557 ALL 07NET? AREAS 70 6F Oar MAXIXAll LCAC97Y AXWArEV PROCTOR 21 ALL VAL WS f7RE HYDRA/WS AAV .27PWCFS hO PE HEMP STOP 10 BE NaLVED AS PART OF A111 APE3:2APE AAV P1/R/TY 7FS7S AV EXCEPTIONS 24t 7RA f f7C GOV 7ROL SHALL BE AV AXORDANCE MR/ 07Y OF 111/411LA REQUWEVEN TS 25 ALL PPE kW APPIAMVAACTS Mitt" 1EYFIV IV MIAOW I 0 FEET Qt ANY GOWErITOY POW74 lAVLESS 071101155F APAPOIEV BY ENGAIEDY. COMM INNS,' ElOaav6 SMALL � PROMOS, AT ALL SEACLS 1124 VAL kf3 OP OMR APR/WM NPERE eV7ERNAL FORM' REQUIRE RESIRANK a0001V0 SYALL /kr W AXOYDAitar NI111 me #25 STAAVAAVS 27 77* 1177N AND ACS•14cFC170N ar RE WATER SYSTIZI SHALL BE WM/ESSED BY W72 ALL AlEen159 H)VRA4'1S 57/ALL LiF 12J1127 1 1hF 11M7D? ASTRICT YARD BY DOE CONMACTOP Wk. 111 I - as aro Ow .4 aWCRETE ROMS PROP1717 LIRE - TrIP (*ACT DM CONCRETE OR/VE CONCRETE WALL %.------ CONCRETE WALK CONCRETE STEPS ROME Et moo CONCRETE 0R/14 awarrr a r f 11/ 1E1 r - 4, IND (111 111) CONCREIE 11007116 GRAPH/C SCALE 0 20 40 1" = 40" AN ALLEGRE ENTERPRISE • 1:&71/ S EDGE OF EX ASPHAL T JAN - 3 ': d I EXPIRES 3-15-00 EVE1W1T PHONE: 334-5018 SEATTLE PHONE: 743-6140 FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPAIR DIRECT 111011111AN M4X OF zr 4711ff 7 AMMAN (MET ay' lio?a/ C WA TER COURSE AELEF Kt if #W1E acTLECT 11147ERMAIN MAX OF 25' PER ..OWT AS AIZASO 1 LOC.47E 1g4 NYMAN AS AIDCATED ON PLANS 1141X/1171LITY EASTAENT WA? COU 96152.00 1 - r 1101EFT &SEM OID 025 arTAI 411%, - e 4•fIM i calmarr zooms I rte. :� 44.^-\ ,1141111W4 ICI Li p4�. � � ►� - 4.1 0 . �I I �� r4 �� � Side Elevation Rear Elevation • • 1 DUJARDIN PLAN # 2119 FOSTERVIEW ESTATES M. Bdrm 16'6'x11'6' 1 Office 19'5'x13'1" ._ AVIAN! AggAllit Bdrm #2 11'0'x12'2' Bdrm #3 12'3'x11'0' L J L Side Elevation Upper Floor Plan 22OOO z% SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL 964 SF 1155 SF 2119 SF GARAGE 422 SF DECK / PATIO 109 SF SQUARE FOOTAGE IS MEASURED TO T►-IE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. Family 12'0'x15 Dining 12'3'x12'3 Garae 19'5'x2 ' 28' -4" Patio ' Q oorrwOtr wont , Kitchen Pntry 11:j Pwd 0 A : A stora= • (C f „ Living 15'6'x14 Porch a Main Floor Plan DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Di. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE WY TY;Vt'Lth JtN - 3: :i M RECEIVED CITY OF TUKWILA PERMIT CENTER A z A CA `- E- o rI) 6 O H w � 0 a Q\ w N W w OX o = Lo_ 1. • z Q a 1- 0 0 O z (!J c ask 1") cb CD O a) 00 CO N C o co co > 5 cN nL TITLE O JOB NO. : 99090.21 ABASE PLN B2000-0581 SHEET COVER SHEET 99090.21 • • • • !f 9 •% E$g! 111143 n li q milt! 1442/101411041illyf .1"1.41 0 �� . 21 4 - __ ii g q 1 3 ig' g, 11111 � �� g _ _ g g g4 s rI §11.12_ g qwfli 4,sgAg - ff : i'01 i 6 19 tIlay 1 1i ! - = ! �. 1 • - lig 1_ 1 s _ fl ' '1 Tit h I � � & J A t / o i l y 1 � fl t t qir 9. 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Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 STANDARD CODE NOTE Date By Desorption , 71 � A , ,�, i , ����,,� I , C „ ,,. ,; ,4,, _ -_ ___._ ._ _ 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 - ____ - • • • !f 9 •% E$g! 111143 n li q milt! 1442/101411041illyf .1"1.41 0 �� . 21 4 - __ ii g q 1 3 ig' g, 11111 � �� g _ _ g g g4 s rI §11.12_ g qwfli 4,sgAg - ff : i'01 i 6 19 tIlay 1 1i ! - = ! �. 1 • - lig 1_ 1 s _ fl ' '1 Tit h I � � & J A t / o i l y 1 � fl t t qir 9. F s$ 1 ; , a g s g � I 4 s 11. x_ 4 004 s ;ar i U gxr pi i ■ 1 qb pill / g D ivy. pA „ p l'r A 7 r p il - g ir O k 9! 1113111 I ij 8 . >; s sus ill g j till IF § § 9 t t ifa :g ;4 .€ - .` f • 1 1 Qi $ ^Y � D E.1 2 i F 16§ Pkiti !I 1114 :/ Igg ti lei 2 ;1 UM ssss s § uh g 3 4 IT w *II 1 1 ! 4 4" 0 41 ' 44- ' 441 iligylil 0)9 twifiliA141 Nil- li t i g 1 . : t i %I 4 w ; u i i fl i 4 l ill El a I 14 : sg i; el t•i_ g 0 ! ill! al fE 9.16 $ ; 11 rul 1 g 5 • a w 1R Q 0 r � D4 M41 kikal W of 14 a l'w -? a W w.r� i y 4 ' 1 1 1' !ni 1;1' W u fr,f 11. pe : ° § .,s 1 ifil 1 il a - N a 1101 a I m x. fg r. m t R. 3822 9. 44! t i t q g 3 1: ii; is gil r I t: I 10 pi it ii! i 1! U Ill 11 egg g ;1g fi fi g = i I I! 1 r u r aliFp 9 !gift I E 101 • 1 0!( g�8 444. I 1� m r� �. U.N Tl! ° r > <" mon pp !rr e tIa1 1 Piqufk is I Pi I, , ii§ f i i i 11 1 g T 1 3 Ii 1! I I ill r a Patio CONC 1 •1 1 i' ( FP-►,) r , ' FF , _ . , r FP -5 l + --1 l t - - I 11 1 1 J L - _ (FP. Ora 6 MIL r :-.. tvr t l,L �L i _IL � II' : �r EP . 1 L i'r - -_ -- ...,==. i y r � 11'-3' ( FP -15 !E /i 12' -l' - 13' •9 1/2' 3' .I0' / 3 2' If S' • 0' 3 4 1/2' 2' •2' 2' -g ' 1 - - -- , 1121 I I ' ]I ) r -- 1 _ `-J t L - (.2) -J ' 1 013 FP 1 - - - --I I 0 Ur - J 1 P-15 r -- -- -- �_ 1 �- _ - AIL - - iL - - \)(/ le ..�_ I r r S --1 ,. I BLK'G r _9, r -- J t J - L 12 A ran 4th` c h I Nom I 1 -.it JA I P. 1 . I 1 _� ank ..-- ' j I 1 U P' ! I n I / GL'1 G � O I I . (FP -23) , ; Garage CONC (FP -3) I (FP -10 SITE DETERMINED - 1 glak ,-.,, , � I J � I' 4' ( FP -I (FP -24) w (FP -I -10 I/2' I' -10 1/2' 16 -3' i 20-0' 4'-4' 28 ' -4' / � L 2 (11 CL • • 9 l r b NOTE' AT CRAWL SPACE VENTS ' CRAM,(. SPACE AREA 914 5F CRAJ- SPACE AREA 50 • bin 5F OF r£K' AREA REQUIRED 3 TYP‘CA�L v£�1T SIZE • ;4•0.8'x15 /��� EFFICIENCY • 58 5F PER VENT NET FREE AREA 4 vE►•.T AREA / 58 • :1.2 VENTS RECuiRED. 5 Q VENTS SMpWv :SEE PLAN FOR LOCATION) 6. 2 VENTS x .38 • 6.96 5F OF ../ENT AREA FROvIDED- 1. VENTS SHALL BE COVERED WTI: CORROSION RESISTANT WIRE .1E51.1 WIT14 OPENINGS OF 1/4 MAX 8. vENTS LOCATED IN RP- JOIST MAST BE PERMANENTLY BAFF' ED McEC 502 , .4 ( FP -5 ) (FP -1 FOUNDATION /MAIN FLOOR FRAMING PLAN 9 F -18 START FRAMING HERE FP -15 1 (FP -24) ( FP-15 ) ALL FLOOR JOIST ARE- 11 -118' TJI PRO 150's AT 1 9s' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06100 NoT£: SITE SPECIFIC FOINDA ?ION PLAN TO BE INCLUDED WTIa EACH LOT SPECIFIED 1.EId1IT PACKAGE 9 iA irs 1 GENERAL FRAMING NOTES I 1 FOUNDATION KEYNOTES (_ FP -2 ( FP -4 ( FP -5 (FP -6 ( FP -9 ) (fP -10) FP -11 ) FP -12 ( FP -13 ( FP -14] (FP -15 ) (FP -I6 ) (FP -11) (FP -18 (FP -19) (FP -20 (FP -21 FP -22 (FP -23) FP -24 L 'BEE CO✓ER 5+EET FOR ALL GENERA_ ••OTES ANC REQUIIRE,ENTS 2. SEE TYPICAL . A'ERIALS LIST ON SEC.:YON S €T 3. SEE COIERS►EE' FOR AL_ NOTES AND REQUIRE *'ENT CONCERNING C 4ANICAL, PLUf15ING, AND ELECTR CAL 4 TRSJ55 DENGN BY "1.41.1.F TRUSS P_AN I5440Wd 15 FOR GINERAL LAYOUT (" Y SEED V- 6100 51 -6ET A-I - TR.;5$ LOADING SEE :HI V 01000'•A 5.EET A - - TR.55 SPAN PER FLOOR FLANS - TRU55 "^ PE PER ROOF FRAP PLAN ROOF FRAMING SPACING 24• oc UNO ROOF P :TGH+- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ - 1, RAFTER TAIL 2x4 VE IFS' 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x DF '2 LINO. PROVIDE TR -"MER 5T'J0 UP TO 4 -0' SPAN .AND (2) TRIMMER STUDS OVER 4' -0' J.N.O. SEE Div. 06100 SHEET A - CONCRETE STEM WALL 8' WIDE WITH MIN. 15'xT FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE Div. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MN. 12'x6' FOOTN. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIY. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, 11)1 6x6 W1.4xUJ1.4 UALF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR. PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A -1 6x6 POST ON CB66. 1' ABOVE SLAB ON 36'036'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) .4 BAR EACH WAY. $EE Div. 3 SHEET 4-1 CRAWL SPACE vENT. SEE CALCULATION BELOW. SEE Div. ! SHEET 4 -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • ib' o.c. UALO. 14' MN STUD LENGTH PER UBC SEE Div. 6 SHEET A -1 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Dlv. 6 SHEET A -1 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 50' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/D1. SEE Div. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (I) 2 I/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE Div. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED !x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIY. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE A5 ADJACENT JOIST, 24'X24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) .4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL I6/DI 30'X30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2)'4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 15/DI. 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE w/ (2).4 BAR EACH WAY STUB STEEL 12' INTO SLAB • I2'oc FLOOR JOIST SEE DIV. 6 SHEET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 51-3EET A -I PROVIDE SOLID BLOCKING TI-1R1.1 JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT A$ ABOVE AND BELOW SEE Div. 6 SHEET A -I MIN. 1' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE o re POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN Q POINT LOAD TRANSFERING DOWN W/ LOADING Q HANGER POINT LOAD TRANSFERED BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION 1 vE TI v USED ON STRAP WI� SIIZ DESIGNATION STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF 51-1EAR WALL TYPE OF SHEAR WALL _. - 1- WALL ABOVE IMIXIM WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING • CATION 99090.21 ARE NOT PROVIDED N THESE ,,; , ' .• I • 1 PERMIT CENTER z ■ c.) "c w I-- co W co C0 00 CO O L0 co X c (0 a:5 co l i CV JOB NO.: 99090.21 BASE PLN B2000-058 SHEET A2 e L_ 2 d 4, \ a, GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 2127 SF 2.80.64 SF 13.2 S SF. 15 CALCULATED JSNG T4E REQUIREMENTS SET FORTH IN TWE WASNINGTION STATE ENERGY GODS. REFER TC ADD'TIONAL COCI"ENTAT'O TC SUPPORT ' ETHODOLOGY aF PERFOR'".4NCE COMPL . ty X 6' -3 lr' SYMBOLS AND LEGEND tr FAN- DIRECT , ./ENT TO CuTS -BATHI CII'15/'1-,4t-bOR`' 50 CFM MK - K• ^Gf*+ 100 CF*1 -HOLE MOUSE FAN e0 CR'1 Mil VTO6 04OLE MOUSE ExHANST FAN CONNECTED A :4 HOUR TIER - 02 CF - MIL. VTO Ti.EI@mOSTAT • 5• ABOVE FLOOR ICv 5110KE DETECTOR PER ueC Wrn-4 BATTERY BACKIP Its TERGOMECTED :4 . - . ,-ER 'C J+O_E .+OI,SE FAIL 11E04ANCAL PLUMBING. AND ELECTRICAL SY$TEm FCR J,UT$ PER DIY. 9.16 SEE 5FEET AI A PRO✓IDE 6' DiAFIETER FRE5WI AIR INTAKE PROF OUTSIDE TO RETURN AIR PLENUM AT FURNACE ilNTri MOTORZED ROW DAM"IPERS 9. PRO'/t 'E T+.ERMAL EXPANSION TANK AT WATER NEATER C. STRAP WATER HEATER TO FRAM11+ s TOP AND BOTTOM 0 PRO /IDE PRESSURE RELIEF L I*E PLJIBED : C OUTSIDE 8'-0' 1 4 -0 I/2' 2 -0' ( 1 Family CARPET ( P -8 2' -11' r I/2' Dining CARPE +36' HIGH HALF WALL Iu/ WOOD CAP 8 1/2' Pwdr. VINYL a 3' -l' 16010 0V4 POOR I � I 2'- P -12 ) Garage CONC ( P- T COWER CLIP 3' -II I/2' 20-0' P - 9 I!2' )14-5 /2' x1' 6 4'-0' 28' -4' P -8 P - 19 P -6 Patio CONC. 3 $F Pantry (5) 5HLv P -18 P- 11 3'-6 1R' NO i Living CARPE 4' -21/2' 3' - UP I4R 4' -4' MAIN FLOOR PLAN bcel• 1/4 "i'-0' 4'-0' ( P -12 n HDWD 3@ Porch CONC P -9 P -I6 4' -0' p +j 0 . 12' SQUARE COLUMN, D2 coz96 \ \ 0 \ \ \ ■ a, r• 3° I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES P -1 , ( P -2 ( P -3 ( P -4 ( P -5 ) P -6 ) ( P -1 ) ( P -8 ) P -9 ( P -10 ( P -11 ) ( P -12 P -13 ) ( P -14 ) ( P -15 ( P -16 P -11 ( P -18 ( P -19 ( P - 20 ) P -21 ( P -22 ( P -23) P -24 I. SEE CO rER SWEET FOR ALL GENERAL NOTES AND REQUIREmEN'S 2. ENEIW.a" AND AIR Qom .LITY INFOI ' A!'tQK SEE DIv R SWEET A - 3. SEE BuILDtNG ELE VAT:ON FOR t.41 COO OPERAT:CN SEE OIv S SWEET A -I 4. SEE T' -PiGAL MATERAAS L'Vr ON SECTION SWEET 5. SEE CO /ER SWEET FOR ALL NOTES AND REQu'RE ENTS CO►+CER PLLI'BIWG AND ELECTRICAL_ OCCUPANCY SEPARATION: APPLY ') LAYER 59' TYPE 'x' G.It. TO ALL UL4LL5 AND CEILINGS CF GARAGE 5 DE FRO" - FOUNDATION TG SHEATHING_ 11 AP POST AND BEAMS. APPLE' (2.' LAYERS TO TRuSSE$ AND TJ FLOOR JOIST. SEE DIv. 010028 51 A - 1 1 3/8' MIN_ SOLID CO f DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 01002.5 S A - I STAIR ASSEMBLY NOTES: PER LIBC SECTION 1W>03 A. 4-4EAD ROOP1 MIN 6' -8'. WIDTI + 1f11 3•-0'. B. TREADS 10' MIN_ DEPTH, RISERS 8' MAx_ HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOvE TREAD NOSIN. HANDRAIL I I/7' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND ' 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL" 5 E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' GiUB. (2) LAYERS • CEILING A1A5. F. INTERMEDIATE BALUSTERS SHALL BE SPACED WI LESS THAN 4' BETWEEN BALUSTERS. SEE DIv. 01002.6. SHEET A -I. SAFETY GLAZING PER IBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 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' MN, ABOvE TOP OF SLAB. SEE DIV. I5 54-IEET A -I COVER WALLS ADJACENT TO TUBS AND SHOVERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Dly. 09250 SHEET A -1 (2) LAYERS OF FLOOR S4EATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 01002.8 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 010028 AND 9 SHEET A - I D. 5/8' TYPE 'X' GLUES ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL, I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R - I9 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. +w 4 964 SF 1155 SF 2119 SF 422 SF 109 SF RECEMEI CITY OF TU) N1L0 PERMIT CENTER a z ti GD r- Co LC) r � up I� ■• up co 0 COT s IL 4 3) O :le _C U) LU icf CX CX O CV CO L:) i U) CV JOB NO.: 9909021 BASE PLN B2000 -058 SHEET A3 99090.21 L 2 • e r 2xb k'FTRS w/ 2x4 CLG JSTS • 24' oc. PROVIDE (2) 2x OR 3x SOLID BLOCKING UNDER WALL LINE ABOVE. BEARING WALL EIEARIN WALL L ' - I /S L x 16- I- •'LB IbF -V3 DF� - E. J ? L /8' 0 - v D2 3 -I1" x 11' 'P� - - = 24F-v � - - r EXTEND T OF - sass BE"OND JL b p r WAL 2x LEDGER PROVIDE PRE BLOCKING BE TRUSSES JIL JL (4 m 0 13/4' II 1/8' PSL L -- .LL - -- 11 it UPPER FLOOR /LOWER ROOF FRAMING PLAN WALL F -8 ALL FLOOR JOIST ARE II-1/8' TJI PRO 150's AT 192' oc VERIFY W/ MFCs LAYOU SEE DIV. 06 J 2x LEDGER I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES ( F -I ) ( F -2 F -3 F -4 ( F -6 F -5 F -7 F - ( F -5 ) F -I0 F -11 ) ( F -12 ) ( F -13 F -14 ) ( F -15 L SEE CO /ER 5-€ET FOR A.A. CIENERAL NOES At C IREQPRB`EM'6 2- SEE - PICAL MATER!. .5 LIST ON SECTipr 5.6E- 3. SEE COE1 FOR AL_ NOTES .4 RECWREt - ENT5 CONCERNING mEG.4AN.�A4 0= `..J•15046 AID ELECTRICAL 4 M:5S DESIGN BY "'IANIJF TRUSS PLAN S4+AiN is OR GETERAL L.A`MT ONLY SEE D v 6100 54 A -! - TR.155 LOAD?IG SEE D! v 01000' A 5►€E A - - 4rfa_ss SPAN PER BOOR j°_ANS - TR.x.55 ^I'PE PER ROOF FRAMING °LAN 5. ROOF FRAMING SPACING 24' oc .JN.O 6 ROOF PITCp4 EXTERIOR PER ELE VAT ON INTERIOR PER SECTICN_ RAFTER 'AIL 2x4 '/ER!FY. 8 - ROOF TAIL AND RAKE OVER.IANG PER ROOF PLAN g. ALL kEADERS ARE 4x10 DF '1 u1W . PROv1DE ' TRP -11ER STUD JP TO 4 - 0' SPAN AND 2) TRIr -t•ER ST'v'i5 C /ER 4' -0' LJ4A. SEE D : v- 06100 5HEE A- BACK FRAMING AND 5OFF!T AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIv -15 SHEET A -! RAKED PONY WALL ON TOP OF LOU.ER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBER. ALIGN EDGE OF JOIST WITH FACE OF UJAL. ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTT:OIM OF JOIST AND TOP CF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH UJITH BOTTOM OM 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 Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -1 FLUSH - BOTTOM CF BEAM EVEN WI BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN SELOW JOISTS TOP OF BEAN 5' BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING • 24' OC 2X6 CEILING JOISTS • 24' OC DIC00%-.2%. SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING SI POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN WI LOADING Qv HANGER / (� POINT LOAD TRANSFERND BY KICKER ICr /ate Qv HOLD DOWN WITH SIZE DESIGNATION 00 WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW 3Txx HORIZONTAL STRAP WITH SIZE DESIGNATION Q INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL T - - - -- WALL ABOVE IIMESSERt WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED CITY OF TUKWILA PERMIT CENTER z A : w L- U Q L w P.1 O a � I w 1-1 0 Lu pro N � x P-11/ Z ▪ Q F�1 � I- >- 0 0 (n C7 z 0 co F- CO r U? c CO QZ CD In CD C\J CO 0) 6 CLL RI O u `n _C o ■ ae _E CO co Ln C\J ▪ Cl) ICJ IL w CC r > � Q. TITLE JOB NO 9909021 BASE PLN B2000 -058 SHEEN A4 99090.21 p L r • I • SYMBOLS AND LEGEND F', =AN DIRECT vENT TC Ot -TS +DE - BAT1.1ROfJ1'IS/LALNDRT 50 GF1" Mil - ICJTC+€�. 100 OP`' '+Ptl -MOLE 14O *E FAN kW CR9 MN. vTOS WHOLE HOUSE ExI. AuST FAN COI.agECTED A 24 HOUR TIMER - 10e CFI Mk vTO THERMOSTAT • 50' ABOVE F4-00R IIOv SMOKE DETECTQR PER UBC WITH BATTERY BACKUP INTERCONNECTED -OUR T IMER TC u.I _E HOUSE FAN UPPER FLOOR PLAN Scale 114'.1' -0' PEC.HANICAA F 1.4.11 BNCs AND ELECTRIFCAi SYSTEM FOR -AMTS !'ER D!v. 6,16 SEE SET Al RARN A PRO✓+DE 6' DtAMETER FRESH AIR IN FRO. OUTSIDE TO RETURN AIR PLENM^ AT E WIT4. "1070IItZED R.OW DAMPERS B. PRO /DE THERMAL E)PANSIQN TANK AT WATER HEATER C STRAP WATER NEATER TO Fikw-tipAG T AND BOTTOM D PRO'/ODE PRESSURE RELIEF L'! PLJ'SED TO OUTSIDE I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES ( P -1 ( P -2 -3) ( P -4 ( P -5 (P -6 ( P - ( P -8 ( P - (P -101 ( P -11 ( F -12 ( P -13 (P -14) ( P -I5 P -16 ( P -11 ) (P -I8) (P -19) (P-20) ( P-2I P -22 ( P -23 ( P -24 1. SEE COVER STET FOR ALL GENERAL NOTES ANC REd."I!E•t'S 2. ENERGY AND AIR a;,4ILfT1' •FOFf - AT1pN SEE DI n SHEET A -I 3. SEE Bu,.:.INCs E:.EvATION FOR ,,F DOW ERA''ON SEE C v 8 5+•EE? A 4 SEE TYPICAL'1A - ERALS LIST 0141 SECTION SWEET 5. SEE COVER SWEET FOR ALL NOTES AND REQU'RriENTS CO C.ERNIFYG MECHANICAL PLJ"+81VG AND ELEC'•R1CAL OCCUPANCY SEPARATION: APPLY c l% LAYER 518' TYPE 'x' G.W.E. TO ALL (WALLS ANC CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SIaEAT+ -111 WRAP POST AND BEAMS. APPLY '2) LAYERS TO TRL55E5 AND TJ! FLOOR JOIST. SEE Div. 010025 SWEET A -1 1 3/8' MIPL SOLID CORE DOOR WITH SELF CLOSER TO EE TICsHT ='TTING SEE DIV. 010025 SHEET A -' STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A_ HEADROOM MIN. 6' -8', WIDTH MIN, 3' -0'. B. TREADS 10' MIN_ DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSIN HANDRAI_ 1/2' r^IN_ TO 2' MAX. CROSS SECTION DIMENSION ANC 1 1r' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS - OP AND BOTTOM AND ADJACENT WALL' Si E. COVER USABLE SPACE UNDER STAIR Wi 5/8' TYPE 'X' G.WB. '2; LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS 34-4ALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.6. SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TU135 AND SIHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -1 EGRESS WINDOW PER USG, 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 SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS. HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 225x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Dlv. 010028 SHEET A -I C. I4EARTH SHALL CONFOR`I TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A-! D. 5/8' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. '5' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -I9 INSULATION MN. 3 • 'I CITY OF� LA I -MFi Vi T CENTER 8 0 I -. �/� H {/t w W ~ (, Q cn W 0 O LU a- w O co N � x TT Z rr� !� u) Q a � C 0 U 0 cL: 03 CO I O t-) x C � O c13 O'D CD C.C3 CV TITLE JOB NO 99090.21 BASE PLN B2000 -058 SHEET A5 99090.21 • ROOF VENT CALCULATION L i 1�ltl',) IN Ltlt \ ROOF VENT CALCS BASED ON UBC SECTION 1505.3 7 1."Immwmmumu lDescription 50 % AT EAVE = 193 5F REQUIRED 50 % 6 36' (MIN) ABOVE EAVE = 193 SF REQUIRED 5 ROOF JACKS AT 50 SQ. IN. EACH =250 SQ. IN.= 174 SF 78 LF. OF EAVE VENTS AT 52 SQ. INJLF =4056 SQ. IN. ■2.82 SF - GABLE END VENTS AT Q. x Q__ = 9 SQ. IN. =0 SF _ GABLE END VENTS AT x SQ. IN.=0 SF 2 GABLE END VENTS AT 18 DIA. = 24 SQ. IN.=,33 SF TOTAL VENTS PROVIDED ROOF JACKS . 174 SF EAVE VENTS ,, 2.82 SF 24i I TOTAL SF OF VENTS PROVIDED = 469 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH DUJAR] TT • 1T 1/ Al Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Wasnington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE JOE NO 9909021 BASE PLN B2000 -058 ROOF VENT CALCULATION BASED ON 3 2-1/2• HOLES PER VENT BLACK ROOF VENT CALCS BASED ON UBC SECTION 1505.3 TOTAL ROOF AREA 1156 5F/300 13,85 SF OF VENT AREA REQ 50 % AT EAVE = 193 5F REQUIRED 50 % 6 36' (MIN) ABOVE EAVE = 193 SF REQUIRED 5 ROOF JACKS AT 50 SQ. IN. EACH =250 SQ. IN.= 174 SF 78 LF. OF EAVE VENTS AT 52 SQ. INJLF =4056 SQ. IN. ■2.82 SF - GABLE END VENTS AT Q. x Q__ = 9 SQ. IN. =0 SF _ GABLE END VENTS AT x SQ. IN.=0 SF 2 GABLE END VENTS AT 18 DIA. = 24 SQ. IN.=,33 SF TOTAL VENTS PROVIDED ROOF JACKS . 174 SF EAVE VENTS ,, 2.82 SF GABLE END VENTS = ,33 SF TOTAL SF OF VENTS PROVIDED = 469 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH STAR' FRAM HERE a D2 ID 2 1 � GABLE BC TRUSS COMMON TRUSSES • 24' ot. P -II R � 4' it GABLE TRUSS WALL LINE BELOW ROOF LINE BELOW i GABLE END TRUSS J 0' DF . 4 RIDGE D2 n V 0 • UPPER ROOF FRAMING PLAN 2 2x8 RAFTERS • 24' c.c. F9R VAULTED CEILING • STAIRS r ROOF LINE BELOW I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F - I F -2 F -3 F -4 F -1 F -8 F - ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN I FACE OF BEAM WITH OUTSIDE FACE O WALL UP.sCT - BOTTOM OF BEAM EVEN LW BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F -6 TOP OF BEAM IS FLUSH WITH BOTTOM OF J JOIST WITH NO TOP PLATE. OUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A - ) FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM 1 OF JOISTS F-5 F -10 F -11 F -12 F -13 F -I4 F -I5 L SEE COIER SHEET FOR A CANER& POTE5 AND REC U RE%EN:TS .^ SEE TYQHGI.,_ r,4TERJALS LAST ON SECTION( S.iEET 3- SEE CC S.EE�T�FOOR L I1O TTE S A►G WCWRE EN S CONCE p NavG EC•CµAN CAL PLUMBIWs. ANp ELECTR,CAL. 4 TRUSS DESIGN BY MAN F TRUSS F'_AN SwGRIIti IS FOR ORAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRLc5S LOADING SEE Dry 0100011. SHEET A -1 - TRL S SPAN PER * OOR PLAINS - 'BUSS " PE PER ROOF FRAMING PLAN E. ROOF FR MIts* SPACING 24' ac. UNO 6. ROOF PITCH -4 EXTERIOR PER ELEVATION INTERIOR PER SECTION RAFTER 'AIL 2x4 'JERIF` - a. ROOF 'AIL AND RAKE OVERHANG PER ROOF PLAN S. ALL. HEADERS ARE 4x0 DF '2 UNA. PRO ✓'DE , ' ' TR.MMER STUD JP TO 4 -0' SPAN AND 2) TRIMMER STUDS OvER 4 - 0' JNO. SEE DIV. 06 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR I -NAG DUCTING. SEE DIV.15 SHEET A -r RAGED PONY WALL ON TOP OF LOLLER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OvERFRAMING a 24' OC 2X6 CEILING JOISTS g 24' OC SYMBOLS & LEGEND Q � q v :04 q P STxx POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE WI LOADING B POINT LOAD TRANSFERING DOWN Q� A � �GG"" POINT LOAD TRANSFERING DOWN W/ LOADING y�Vt Qv HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE loszratzt WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED CITY OF TUKWILA PERMIT CENTER SHEET A6 99090.21 K\KAA\99\99090\9909021 02-23-2000 11:56:29 Sheet: UR Workstation: PaulM L. L 12 41 10 :12 6 :12 • r / 1 1 6' ►4OR1 SIDE ELEVATION 6' 1-IORZ. SIDING REAR ELEVATION 11 I : 1: Scab 1414'.1 -0' b' NOR/. SIDING SIDE ELEVATION I8'. GABLE VENT TOP PLATE WIN. I4DR !-ICsT UPPER FLOOR TOP PLATE Th WIN. NDR NGT. MAIN FLOOR L I TCP PLATE GARAGE TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPER: (DIV. 7) SHEATHING: (DP/. 6) FRAMING (DIV. INSULATION: (DIV. 7) SOFFIT: (DP/. GWB: (DIV. 9) FRAMING DM. 6) INSULATION: (DIV. 7) GWB: (DPI. 9) FLOORING: (DP/. 9) SUBFLOOR P/.6) FRAMING: (DP/. 6) INSULATION: (DIV. 7) SOFFIT: (DP/. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: RUCTION SHINGLES (DIV. 010005) 30# BUILDING PAPER 7/116' OSB OR EQUAL PER PLAN R -30 BLOWN -IN 1/2* RE -SAWN PLYWOOD 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DDIV. 7) WOOD SIDING (DP/. 01003) BUILDING WRAP. (DIV. 7) 1S# BUILDING PAPER SHEATHING (DP/. 6) 7/16' OSB OR EQUAL 2x4 STUDS AT16 "OC R -13 BATT W/ INTEGRAL VAPOR BARRIER 1/2' GWB 1111 111/ I111I111111I111111111111111/111111 111111111111111111111111111111111111111111111111111 ' • ' 11111111111111111111111111111111111111111111111 IIIIIIIIII11111IIlluII11111111J1 N 11 1111I11111/111111I1 I _ -- 1I1II11111 1111111 MUIMPI. 11N11 s IlW rin ,_ _ ■ I'N1111I11II11111 , ji 11 li `' ; N L171 243 mil ilia/ 11111111111x1 %111/1 1111mm t nnum umm•1, ilt 111111 1111111 11111111111111111111 1111111111111I111H111111111111 e 1 11 111111111 ��� (1 . 11II11I1 i FRONT ELEVATION DWC Z% FINISH PER PLANS (DIV. 01005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2' RE -SAWN PLYWOOD HEAD 2x6 JAMB: 2x6 SILL: PER PLAN INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x8 UNO SIM Crawl Space SEE SITE PLAN FOR FOUNDATION INFORMATION BUILDING SECTIO A-A Scale 1/4'.11'.0' cffN • TOP PLATE WIN.140R HGT. UPPER FLOOR . TOP PLATE RECEIVED CITY OF TUKWILA PERMIT CENTER 4 z aG 4t4 ti c W ~ z U L w w 0 O rr W CL O ON w D N W o x w_ O z EL, g2 z < 1- 0 a O U r_n 0 rn OD T • t' CD 1 -0 aD t X C CO O CV CO -> D (.0 CV TITLE JOB NO. : 99090.21 BASE PLN B2000 -058 SHEET A7 99090.21 1 e r ; z TOP SLAB TOP Of FIG 1 3/8'4-0' 3/4net4T TOP OF J-BAR 3/4'4-0' .4 APA LATERAL RESTRAINT PANEL I olk NOTE: BASEMENT SLAB MUST BE N PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STET WALL TOP OF SLAB GARAGE DOOR .002. (SEE PIM RAN =OR •,.T..) NM. SEAN* G k So NAILS • 3 CC • 5.1R ..4LL. LOC- WAD ON SHR 504ED 4 4. 2 2.4 51425-*M. SHEATHING Sd WAS • 3' C.0 '0 EAC. 5 IMO Ct. 542 ...ALL SOiED : 2 2x4 AT ANY SHEATHING JOINT "I/16• O5 SHEATH** 2- 4' 7 1, FOUNDATION DETAIL / 8' / FOUNDATION DETAIL 2x HI 2X TOP P.. • TE NAIL Sci NA _5 • 3' OC • ALL PLTS. H0016 STUDS 240 ON 542 wALL SCHES STI4D14 STRAP TE ANC-CR NAL •C 6: -LIC -P AFTER -CE CURES USE 38-- tad.< tii8 NAILS EActi UNO 2-2x4 PLATES NAIL SHIG TO EA PLATE 5 8' AP, Wi •-• EMBEDMENT EE;N ND ON SHR WALL SCHEID - 7 :OC.2" , 46 543 AB. WI 2x2x3/16' 5.0 STEEL PLATE WASHERS • 4 0.C. (Div. 3 SHIEE" E-..XCEPT• AS NOTED ON SHEARLALL SCHEDULE 1' TIN. EMBED (2) .4 BAR e Top ▪ iERT BAR • 12' oc FULL HEIGHT OF WALL (PR' 3 SHEET A-I) '4 vERT J BAR • 6' oc (Div 3 SHEET A-i) DAMP PROOFII-6 ( DIv SHT A)) .4 HOR.Z. BAR • 10' oc OVERLAP (MIN) (Div 3 SHEET A-i) TIGHTL NE STEPPED FOUNDATION DETAIL 17000-06100-12 4• PER:. FT'G. DAN AFILTER IN 24' GAVE. BED. (Div. 2 SHEET A-i) (4) •4 BAR CONT. (DIv. 3 SHEET A-I) SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER v4POR BARRIOR 5/8'1N10' AB. W/ 2x2X3/16' Q. STEEL PLATE WASHERS • 4'-0' O.C. (Div. 3 SHEET 4-)) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MIN. EMBED. (2).4 BAR • TOP • vERT BAR • 0' oc, FULL HEIGHT OF WALL (1)1v 3 SHEET A-.) 5 vERT J-BAR • 5• oc (Div. 3 SHEET AI) '4 I-CRT BAR • 10' oc (DIv. 3 SHEET 4-i) '4 BAR 12' oc L-2-6' (DIv. 3 SHEET A-1) DAI 'P PROOFING ( Div 1 SHIT Al) 2' CLEAR (5) .4 BAR CONT (Div 3 SHEET A-I) SOLID SUBSTRATE 4• CONC SLAB OVER 4' ROCK OVER VAPOR BARRIOR 11111M111111M111111.4 I. irf- 111111EIMI MEM '111113111111= Ii Ei BARS TO MATC.14 REINFORCING PER PLANS ILIIIIII=--111116. I r=111111.1,.. . • 1111-M.$ itiiiiiiiiiiiii� LINE OF EXCAvATION 03300-00000-23 N.T.S. 03300-00000-26 toiv rid• FILOC* PER c•_am _ _ PER ...AA .Dis 54:ET TYP ExTBROR *A-t. C0145 Loc*-E s*EAr.oc, .411te • WPM "'EMBER RT BOAIRC LOCA SHEATHNG .OW • CCPere4BlefER CRiPPLE *AL- PER PLAN SEE FOLNDAT1ON DETAIL:5) CRIPPLE WALL ® FOUNDATION 3/4 00100-03300-06_7J TYP FLOOR FRAMING PER PLAN (D)v. 6 SHEET A-' TYP. EXTERIOR WALL CONSTRus"ION PER PLAN (Div a SHEET RIM BOARD • CRIPPLE WALL, PER PLAN. WITH A MN. STUD LENGTH OF 14• PER UBC SEC. 2320115 (Div. 6 SHEET A-I) SEE FOUNDATION DETAIL(5) CRIPPLE WALL ® FOUNDATION 3/4"4-0' 06100-03300-07T:A 4 PER PLAN V TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIv. 6 SHEET A-I) TYP. FLOOR FRAMING PER PLAN (Dv. 6 SHEET 4-1) SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT • COMMON MEMBER RIM BOARD N3 I CANT SOFFIT VENT 1/2• RESAWN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS • CANTILEVER FRM'G AT FOUNDATION 3/4•=1-0" == H TYP. FLOOR FRAMING PER PLAN (1)1v. & SHEET A-I) BLOCKING OVER BEAM BEAM PER PLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 214 SCAB EACH SIDE POST PER PLAN OVER NERVESTRAL CONT FOOTING PER PLAN -- MAT FOOTING PER PLAN (2) CONT .4 BAR 06100 435 R441SET TO FOOTING FOR POSITIvE CONNECTION. PER JURISDICTIONAL REQUIREMENTS. POST/FOOTING CONNECTION 3/4'=t-O' 06100-03300-10_TJ1 L FOUNDATION DETAIL 3/4'4-0' - VARIES PER PLAN a 1. f ra' V...7 T••/Pbc a CONT FLASHING W'UEEP HOLES • 4' 0' D.C. • TREATED TAD SILL Div. 6 SHEET A-I) SEE FOUNDATION DETAILS FOUNDATION DETAIL 3/4"4-0* FURRING DETAIL 3/4'4-0' EXT. DOOR THRESHOLD DETAIL 08100-03300-21_TJI 3/4'4-0' iox SLAB 0 STEM WALL 3/4=f-o• TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET A-)) r AIR SPACE BUILDING PAPER HOCKED END MASONRY rENEER TIE TO FRAMING Ev. 2 50. F. (DIv 4 Skeet Al) MASONRY VENEER 3 UT TYP ExTEROR CC PER RA/45 iDY 6 SHEET A-: A' CCNC OvER 4' ROCK OofiR vAPOR BARRER R 0 RIGO seULATION ?Ye TREATED PLATE ONSET 3#4• SEE FOUNDATION DETAILS ' pt i c PLAN TYP FLOOR FRAMING PER PLAN (DIv. 6 SHEET .A-I) TYP EXTERIOR WALL CONSTRUCTION PER PLAN (Div. b SHEET A-)) LOCATE SHEATHING JOINT • COMMON MEMBER BLOCKING OR JOIST • WALL RIM BOARD FURRING WALL I' AIR SPACE SEE FOUNDATION DETAILS 03300 6• MN VERIFY w/ GRADE CONTOURS NOTE. THIS OPTION CAN NOT BE USED AT SHEAR WALLS. VAPOR BARRIER DAMP PROOFING (Div. 1 SHIT AI ) SEE FOUNDATION DETAILS TREATED MUD SILL (DIV 6 SHEET A-I) 0E1100 TYP EXTERIOR WALL CONSTRUCTION PER PLAN (Div 6 SHEET A-I) 4• GONG SLAB OVER 4' GRAVEL BED (Div. 3 SHEET A-I) 04200-06100-02_TA -4- FOUNDATION/FRAMING CONNECTION 3/4'4-0• EXT. DOOR AND FRAME (Div. 8 SHEET A-I) DOOR THRESHOLD FLASHING AS REQ'D (Div. 1 SHEET A-I) NERVESTRAL PLASHING 4• C. SLAB OVER 4 GRAVEL BED (DIV. 4 SHEET 4-i) 2xt2 TREATED TRESHOLD TRPI Rim JOIST TREATED MUD SILL (Div. 6 SHEET A-I) • VERT. RE-BAR FROM STEM WALL STUBBED INTO SLAB TYR FLOOR FRAMING PER PLAN. (DIv. b SWEET A-I) YiL, Ob o' EXT. DOOR THRESHOLD DETAIL FULL WIDTH TREATED 'VD SILL HANGER PER MFG TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A-I) 06100 EXT. DOOR AND FRAME (Div. 8 SHEET A-I) DOOR THRESHOLD FLASHING AS REQ'D (D)v. 1 SHEET A-I) NERVESTRAL FLASHING - • CONC. SLAB OVER 4 GRAVEL BED (Div. 4 SHEET A-I) TREATED MUD SILL (Div. 6 SHEET 4-I) I AIRSPACE TYP. ▪ vERT. RE-BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN TYP FLOOR FRAMING PER PLAN (Div 6 SHEET A-I) Tr.. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. b SHEET A-I) TREATED 11.1D SILL - SEE FOUNDATION DETAILS POST AND BEAM PER PLAN . • • 4 6 FRAMING/FOUNDATION CONNECTION 3/4W-0 00f70-03300-06_ TJ1 FOUNDATION DETAIL 3/4'4-0' FINISH GRADE TOP OF DOUEL CANTILEVERED RETAINING WALL 3/4 03300-00000-22 1 NOTE- FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING SPANS HORIZONTALLY. TOP OF SLAB X-- T-8' MN 8' 1/2' CLEAR • . l'-0• FOUNDATION DETAIL 3/4•4-0' 06100-03300-06_1%11 FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 12...ter AB * rx2"x3X6' 542 STEEL PLATE LASERS • 4 -V OL Di 3 SHEET A-'; ExCEPT AS HO CIN 504EDILE mit4 •A HORIZ. BAR C' CC. " COWER OvERLAP (Div 3 SHEET A - .) • VERT BAR shre AS MB STEEL SPAc*G IDiv 3 SWEET' A-'; TIGHTLNE DAPVPROCFNG (1:12 1 SLEET 4 4 STUB 5 FROm FTG • 16' O.G. (DIV 3 SHEET 4' =SW 1 DRAN ..i/PLTER IN 24' GRAVEL BED • Div 2 SHEET A-I) SOLO Sie-SNATE (2) '4 BAR 'DIv. 3 SHEET A-1) 4• PERF. FT'G. DRAIN WFILTER E N 24' GRAVEL BED. (Div. 2 SHEET A-') (4) BAR CONT. (Div. 3 SHEET A-)) SOLID SUBSTRATE DAMP PROOFING ( Div 1 SHIT Al) , 2' CLEAR TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv. 6 SHEET A-I) LOCATE SHEATHING JOINT • COMMON MEMBER RIM BOARD 1/2#.10' AB_ 4J1 2X2x316' s.Q STEEL PLATE WASHERS • 4'-0' O.C. (D v 3 SHEET 4-', EXCEPT AS NOTED ON SHEARUALL 50- MN. EMBED. ■L•'; .4 BAR • Top •4 •/ER'. BAR • Li' oc, FULL HEIGHT OF wALL (Div. 3 SHEET A-1, DAMP PROOFING ( Div 1 SHIT Al) 4VERI.J-BAR•'Joc . (Div. 3 SHEET A-I) • HORZ. BAR • 10' oc I OVERLAP (MN) (DIv. 3 5-IEET A-)) TIGHITLINE 5/8'..10• A.B. tW 2X2X3/16' 5.0_ STEEL PLATE WASHERS a 4'-‘1,' O.C. (Div. 3 SHEET A-1) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. (2) .4 BAR • TOP • VERT. BAR • 12' cc, FULL HEIGHT OF WALL (Dv. 3 SHEET A-I) 5 vERT. J-BAR • 8' oc (DIv 3 SHEET A-I) • HORZ. BAR a 10• oc (Div. 3 SHEET A-I) .4 BAR • oc L=T-6' (Div. 3 SHEET A-I) TIGHTLINE TREATED MUD SILL SEE FOUNDATION DETAIL(5) (4) •4 BAR CONT. (Div. 3 SHEET A-I) SOLID SUBSTRATE 4• PERF. FIG. DRAIN UPFILTER N 24' GRAVEL BED. (DIv. 7 SHEET 4-1) TYP. FLOOR FRAMING PER PLAN. (Div. 6 SHEET A-I) rrp. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv. 6 SHEET A-I) LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • Ext. WALL POINT LOAD 'SEARING PER PLAN TREATED MD SILL SEE FOUNDATION DETAIL(S) TYP. FLOOR FRAMING PER PLAN. (Div. 6 SHEET A-I) FRAMING/FOUNDATION DETAIL 3/4'4-0' Oh 4 03300-00000-01 03300-00000-26 • PERMIT CENTER z > w v) 0 o 00 T w F ._ ctw0 <Lucc u_o-TO Lucc (f) z z w 0 °LJJ ccc OLu < - < 0 Lu CC co Lt.I _10 u Lu w < WO L L I z w 0 z 0 = t= < w F= 0 _ w 0 < D 0 cc Cr a 0 0 cc cn z < zo0 0 01= c (0 (.0 w N-- CD CD OD 0) OD Co LQ x c\i cc) CD Co L 9 (0 U) TITLE log NO • SHEET D 1 U, C C C) TYP. DECK CROSS SECTION 3/4'=f -0' DELE R»L * FN SHIED OEOC B" FvATIO•a 6 3D' DR _ES6 - LBOv£ PINGNEG CC>RAIT. E 2g2 • 5 42' OC PST 6'IJ. NOT TO EXCEED 4' 5OLID BLOCK_G OvER 542F."ORT5 5.4x4 *C CDR DOCG 2 R'-6 CF 2' _=ls BOLTS AT Ib' oc FRAPt:MG =EA PLAN • 2x PONY ',ALL 4x BEA. SIZE TC REDUCE NLPBER OF PC5`5 • 2 STORY cm OR u►4EN PosTS EXCEED 4' IN ,_E*G''~ SCAB co. 2x4 EA 5+PE t2' GREATER DEPT., T••M1 JOUSTS: F•1151.+ _ANCSCAPE GRAPE TOP OF P E R F_',156-1 W TH FIN. SUB GRA::E 3' BELOW F•4■544 LANDSCAPING ON SOLD SUBSTRATE 06200- 06170 -19 J FRAME OVER WALL DETAIL 3/4' =t"O' SECTION ® BEAM 3/4' =t SKYLIGHT FLARE WELL DETAIL 3/4' =1-0' I. HEADROOM MN. b' -8' WIDTH MN. 3' -0' PER UBC 1006.15 1. TREADS 9' MN DEPTH, RISERS 8' MAX. HEIGHT 3. HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO 1' MAX. CROSS SECTION DIMENSION I I I/2' MN. CLEAR FROM WALL RETURN RAIL ENDS PER UBC SEC 10061 STAIR SECTION DETAIL -v. ROOF CONSTRICTION FRAMING PER PLAN NI • 48' O.G. AT OUTSIDE FACE OF WALL 2' MN. CLR FOR vENTELATION BLOCKNG BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING SKYLIGHT, SIZE PER PLAN. PROVIDE FLASHING AS RECOMMENDED BY MFG. 1.6 CURB TYP. 2x4 • ROOF AND FRAMING MEMBERS TYP. GUUB. • CEILING ROOF FRAMING PER PLAN WALL STUDS BEYOND DBL J5T, BLOCK AS NEEDED SEE PLAN — � - I -- SEE PLAN FOR TYP. RISE +I RUN DIMENSIONS 3/4' PLYWOOD RISER 1 1 16' HARDBOARD TREAD WIN EASED NOSING 3 - 2x STRINGERS TYP. UNA. CENTER STRINGER ` .L WITI 2 - 2x4 STRONG BACK TYP NAIL WALL STRINGERS W/ (2) Ibd TO WALL STUDS 5/8' TYPE 'x' GAM. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 08100 - 07304 -16 061oo- 07300-37 4. NSTALL FIRE BLOCKING • STRINGERS TOP • BOTTOM • ADJACENT WALLS) PER UDC SEC. 1082 S. COVB SPAN 5/8 ' TYPE USA 'X' G LE CE USE U 2 LAYERS DER STAIR • WITH CEILING AREA - PER UBC 100333.9 6 INTERMEDIATE BALUSTERS STALL BE SPACED 4' APART NET OPENNG PER UBC SEC 5093 3/4' =1-0' 06200 - 06100.01 nn l OVERHANG PER PLAN EAVE DETAIL 3/4' =t-0' 01300-06100-01 V 3/4' =1-0' ii GABLE END DETAIL 3/4' =t-0' OVERHANG PER PLAN OVERHANG PER PLAN GABLE END DETAIL ISEE ELE V TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUC i ION NI • 48' OC. AT OUTSIDE FACE OF WALL WO ON SHEAR WALL SCNED LE 2x BLOCKING WITH (3) 2' • HOLES WITH SCREEN A35 EXPOSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BAS BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL TNRU SKIP 54EATNING WITH Ibd • O.G. TYP. 2X4 OUTRIGGERS • 4' O.G. WITH 2X2 BETWEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 1.4 OUTRIGGERS • 4' oz. WITH 2.2 BETWEEN FOR TRIM 06100 - 07300 - 06 2X4 BACKER FOR BARGE - NAIL THRU $HEATING WIN Ibd • O.G. TYP. BLOCKING AT CEILING LINE 1,14 LEDGER • TNT CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL 06100 - 07300 -13 EAVE DETAIL 3/4'=t-0' EAVE DETAIL 3/4' =t-O' SEE I -; ►- ELEv. T2 � � �?I 06100 - 07300 -12 3/4' =1-0' EAVE DETAIL OVERHANG PER PLAN OVERHANG PER PLAN SEE ELEv EAVE DETAIL 3/4' =1-0' SEE ELEVATION RAPPEL - EXTEND b' ABOVE BATT. IN5LL. OR '2 ABOVE BLOWN INSUL (TYP ROOF CONSTRUCT;ON ) 2' MN. CLR FOR VENTING NI • 48' 00. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' • HOLES WITH SCREEN EXPOSED RAFTER TAIL J (TYP. GUTTER) A5CIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) BUFFEL - EXTEND 6' ABOVE BATT. NSUL. OR 12' ABOVE BLOWN NSUL (TYP. ROOF CONSTRUCTION) 2' MN. CLR FOR VENTING HI • 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SWEAR WALL SCHEDULE 2X BLOCKING WIN (3) 2' • HOLES WITH SCREEN EXPOSED TRUSS TAIL -, (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) 2' MN. CLR FOR VENTING NI • 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2x BLOCKING WITH (3) 2' • HOLES WITH SCREEN 2X8 BLOCKING TYP EXPOSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION 06100-07300 -02 Gild k' JAN - 3 :7,1 RECem CRY OF TUKWILA 06100-07300-04 rERMIT CENTER ->- S U 00OIW I Q J� UF Q0- =O `u CO Jo_U>U D w Z �m00 0,„ J =F Q iOU w W Q i co - W Q I w Z A JZ p1= � z z OO z0 UZV) - p— ( j) ww F J Q QQZ � Q Z Q U w > CC w J -uWW a > - Lu 03 CD Q m N- O O 00 (1 0-D a) m J(`$ NO TITLE SHEET D21 « 4 p 6! rol• GA. C.0106TRICTCP. GM. SA_ T•EATi1 6 PER S„ 4Ep4LE •OTTOP! RATE +iM PER SEARRAL. S•EIMILE TJU BL.Oa TYP TA FLOOR CONSTaticno. SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0 nom.oena- • • TOP ...AYE %AL INCa PER S.EAl1144._ S heALE 1BOT "ON. PLATE RAU& PER SHEAIIINA._ SOrED4LF POE_ EDGE It PE;D KAL!!G PER SC.E ALE TA BLOCKP4G Tlp. TA FLOOR COPGTIRICTfON T°'P JAL, CON6' CTIA! jrN rAL' SHEATIa∎ G PER SCHEDLE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3 /4' =T-O 17070- 06170-07 SO'TOM PLATE NAILING PER SHEARWALL SCI -EDULE PANEL EDGE g FIELD NAILING PER SCHEDULE TJI FLOOR J015T5 PER PLAN ALIGN TJI FLOOR JOTS? W. WALL TOP PLATE NAILNG PER SHEARWALL SCHEDULE TYP. TJI FLOOR CONSTRUCTION TYP. WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SNEATNNG THIS AREA WITH I0d•6'oc.EDGES 10 d • 10' oz. FIELD BLOCK ALL EDGES 0d•6'oz. PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4' =T-0" NAIL FLOOR SHEATHING THIS AREA WITH 10 d • 6' oz. EDGES 10 d • 10' oc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SFEARllALL SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TM FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 17070- 06170 -08 SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4' 4-0' 1770- 06770.10 17070- 06170 -09 V 3/4' =1-0' EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =1-0' 17070 - 06170-01 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SHEATHING THIS AREA WIN: 10 d • 6' oz. EDGES I0 d • 10' oz. FIELD BLOCK ALL EDGES 3/4' =T-0' P20 WALL SHEATHING PER SCHEDULE \Io I CANTILEVERED FLOOR JOIST DOUBLE STUDS AT HOLDOILN - CCND,TICN TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION SIMPSON HOLDOWN PER PLAN AND SHEARWALL SCHEDULE SIMPSON I IOLDOWN STRAP PER PLAN AND SHEAR WALL SCHEDULE -- SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS i ANCHOR BOLT PER SHEARWALL SO'EDULE SHEAR WALL HOLDOWN IMF ...AYE 4 4:.L N16 PER SEA A SoEDtLZ NO"'TOI» PLATE RAILKa PER seAc .A. so604 E b o • 6' oc. PLYIR, TO IRPl JOIST PANE. EDGE . LLD NAIL•G PER SC►EDDLLE TTp EXTERYJR UAL,. ;Op6TRUCTA. ' 111ALL 54EA'.*J PER SC44ED4LE TYP TA FLOOR CONSTRC ?4ON Z.4 PANEL EDGE BLOCKING "OP PLATE NA,LAIG PER SHEARWAL_ SCIEDtLE BOT- - PLATE NAILING PER SHEARWALL 5C4EDULE d • 6' oz. PLYUD_ TO Rim JOIST PANEL EDGE I FIELD NAILING PER SCHEDULE TYP. EXTER1KR WALL CONSTRUCTION IWTN WALL 5I-EAT FE PER SCHEDULE TYP- "TJI FLOOR CONSTRUCTION 2x4 PANEL EDGE BLOCKING TYP. WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE TYP. TM FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SNEARWALL SCHEDULE 10 d NAIL • 6' oc. PLYILD. TO RIM JOIST PANEL EDGE ' FIELD NAILING PER SCHEDULE 10 d NAIL • 6' cc. PLYWD. TO TJI BLOCKING Top PLATE NAILING PER SHEARWALL. SCHEDULE TYP. WALL CONSTRUCTION WIN 170 -06170 -02 1707046110 -1I 17070- 06170 -24 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/4'=7-0' 3/4•=T-0' SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4' =T-0' 1 ►TIIITIAT ■TeTilliTaTd■TOMM i oE RO t SHEAR WALL ® CRIPPLE WALL SHEAR WALL 0 CRIPPLE WALL - INTERIOR 3/4' =T-0' TYPICAL PAU C C•69aC'G N[T.. II�LL SIE.AIVING PER 5C- 'LE 1YP - JJ FLOOR SOMST4l" Ott EIC'*Gr Pte: E 94A4 p SCNED4LE TOP °_ -'z v _++G PER S.R_AAV L> SCHEME ANC110R 604. 7 PER sc. En s.E SEE DETALS FOR FaNDATIoN CoP40'"1046 T`'":CAL WALL CONSTRICTION IW H WALL 5:- EATNING PER SCHEDULE TTP. TJI FLOOR CONSTRUCTION BOTTOm PLATE NAILING PER SUEARIULLL SCHEDULE TOP PLATE NAILING PER SHEAIaJALL SCI -EDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS TYP. TJI FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SNEARWALL SCHEDULE ICI. PLATE NAILING PER SHEARWALL SCHEDULE CRIPPLE WALL (DIV. 6) SHEATH CRIPPLE WALL SAME AS SFIEARWALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS CRIPPLE WALL (Div. 6) 5NEATNNG PER SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (2).4 BAR CONT. (DIV. 3) NOTE: ALL INFORMATION ON TNIS SWEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIN PLANS. (:(IV OF r 1 JAN -3 :•0-1 A+` P'' 17000- 03306 -04 RECEIVED CITY OF TUKWII A PER IT CENTER I — J 0 Z • Q I- y 0 W = DUp cc 00= ill < � 3< = -LiJl- ? P 0 L G I 0 L "'w0 F}- wOCOO C_ W WWZI CC CC 00 L L> _J CI- p G7 w =Q I-U D Q _Ia0 U w X ili ill < ' w CL-p1 I - WC °I (r) nIuj0 o zz z (o 0— < QO ~ o 0 w C U z ~ I— oD0 0 a C=00 CT Q z z cr 00 QO U �: < Cn U U) O QQZ � U) La�0(< nz 0 (DOPE° Z 1Z -0 : I— >�ww Q iii w u.J on 0 }wpm U jz_ w C C CO = iOB NO TITLE SHEET S1 TJI JOIST DETAILS w • • / STEW GER 4Aw DOUBLE STUD TA BLOCKING eEar'I PER PLANT DOUBLE STUD 14 HOLDOWN STRAP AT FLOORS 3/4' =T-0' L • SEARI•46._ PER PLAN A►C S+E41•_ SGsED *1 80”Or PLATE NA LING PER S.E y3.�L SGEDILE HOLDOWN STRAP AT CRAWL SPACE 3/4' =T-O' 17o10 oena -29 1 TTP. WALL CONSTRICTION WITH WALL S►E4' 4NG PER SCHEDULE EOTTOh LATE N&LNG PER SHEARWALL SCHEDULE • BLOCKING AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN 17070 - 08170 16d•6' CL 2x4 FLAT BLOCKING NAIL STRAP W/ 80 COMMON • 8• oc. SIMPSON C.S. 6 STRAP xIB' LONG LAP 4 ONTO WALL OR BEAM AND NAIL WITH ad COMMON • 4' oc. DRAG STRUT CONNECTION 3/4' =T-0' SHEATHING AND NAILING PER SHEARWALL SCHEDULE 2X6 BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SHEARWALL SCHEDULE 2X4 LEDGER (2) I6 d EACH STUD (2) Ib d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4' =T-0' STANDARD SHEAR DETAILS & SCHEDULE 4' -0' NTS 17070 06170 - 31 INTERIOR SHEARWALL TO ROOF COND. 3/4' =T-0r -J_ 3/4' =T-0' 1 1*66 PER p s1. 5►EJt•i4116 PER 50EDLE tics TO MATCL. &Law - NALKa O&M 204 tr. ics TO MATCH 54E.YEW4L_ NAILING MOM INTO TOP FLAME PANEL EDGE • FIELD MALING PBR SCiE ALE TYP WALL CONSTRUCTION �ITW N ALL 5IEAT41• G PER SCADAILE (2)I6d 8 d NAIL • 4' oc. • EA OUTRIGGER 8 d NAIL • 6' oc. TO TOP CHORD 4 BLOCKING 2x BARGE 4 1x3 TRIM 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATHING WITH Ibd r -- 2X4 OUTRIGGERS a 4' O.C. WITH OVERHANG JOIST HANGER • ?BSS U GABLE END TRUSS A35 CLIP PER SNEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION 3/4' =1-0' 17000 - 060018 NOTE: USE 096 ON ROOF SHEAR WALL ® GABLE END (2)Ib 8 d NAIL • 4' ac. • EA. OUTRIGGER d NAIL • 6' oc. TO TOP PLATES 4 BLOCKING 2X4 OUTRIGGERS • 4' O.G. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION .- . TYP. EXTERIOR WALL CONSTRUCTION =� W. WALL SHEATHING PER SCHEDULE 17000.06100 -19 3/4' =T-0' 3/4' =T-0' SEE ELEV. 12 SHEAR WALL ® EAVE 42) S•X6 AT EACH STRAP d0"Or' PLATE 4444.1•6 PER SEMRIei_ 504M*1E STRAP PER ...AN SEAR _ 50f*>tLE 1444' Tl'SERS - RA4‘) L5L Q!' BOA PANE_ EDGE I FIELD NA LNG PER SGHEDJLE TYP EXTERIOR CO S m WALL S.EAnANG PER SOECULE TTP TA FLOOR CONSTRICTION HOLDOWN STRAP ® FLOORS 3/4' =1-0' 17070- 06/70 -20 TYPICAL ROOF CONSTRUCTION 1425•48' (3) 8 d TOENAIL • TRUSS L5030 • 48' oc. BLOCKING TO TOP PLATE 8 d • b' oc. • BLOCKING BLOCKING PER ARCH. DETAILS SEE ELEvATION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRUCTION H25 TIE • EA TRUSS L530 • 48' oc 8 d • b' oc. • BLOCKING BLOCKING PER ARCH- DETAILS A35 CLIP PER SHEARWALL SCHEDULE 1 TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NOTE: ALL INFOR?"'ATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIN PLANS. • 17000 - 06100 -04 1 JAN - 3 4 - 71 17000- 08100 -06 QITV C C ENED F TUKWILA PERMIT CENTER H a H Z > Q - w O w w O O OO ›- - Z !w F- CC _ LL 0 w co LLI z w ~ U ( I ) Om0G > 0_ w — CC 00 w I`- Q J O U Q_ : w a W < CL Oco I- ~ _ wi w w Z W j z z Z _ CO z0 Q0Q Q cc O O CC z d Q z C o O Q OO Q U) w w�> Q Q Z �o I - z < >C W 0> wa Z 1- C_< CO Ln Col 1"--- CC) C X . • CD CN CO C) C4 C LX 0 o `' Z ( Co L C ) 4114C (f) > CO L • 0-o: it m CX CIL Cti TITLE I( )B NO. SHEET S2 TJI JOIST DETAILS SHEARWALL SCHEDULE i 82'bd�15R' 1T T 9NIIIVN 3ecl3 9N111VN alali alloy ilOPCNV 1116 O191Of wt 14 .101 Jl 1 %1)f00%I alalOP ICI ON111VN ld401Ol VNIAXKI �II11VN ilV 1.1 wou0a lir• r)(14111 O'•cvoi 31Otnroi 1rY GM 0►E SIDE 5d 'ES 5,8' • 48• A33 NML • 4? 16d • 12' *a • 2' J GI-4 OR 5/8' CAB ONE SIDE COOLER FOR 'Q' YES 548' • 48' AX 33' 6d • 10' ibd • C G2-1 12' GuB TWO SIDES TES 5/8' • 48' 20' Ibd • 8' 16d • b' G2-4 OR YES 5/8' • 48' 2ti' 16d • b' I6d • 5' 5/8' GOB TWO SIDES P1-64 2 ��o • TES 5/8' • 48' 20' 6d • 5' 16d • 5' P1-6 YES 5B' • 48' W Ad • 5' 164 • 5' PI-4 TES 5/8' • 32' 2' Yod • 4' 164104' '116 OSB P-3 ONE SIDE TES 5/8' • 24' 1641 • 3' 164 • 3' F USE 3x STUDS vs PANEL EDGES YE5 5B' • 16' PI-2 USE 3x STUDS 1/16' OsB. TWO SIDES (2) ROWS (2) ROWS F2-4 STAGGER SHEATHING JOINTS UW(2) STUDS • YES 5/8' • W A35 CLIPS or 16o • 4' 16d • 4' STAGGERED PANEL EDGES DBL RM (2) ROWS (2) ROCS P2 -3 TES 5/8' • 0' A35 CLIPS I6d • 3' fed • 3' •5' S Dec. . Rri 1161-1-4 WEYERHAISER NARDSOARD, SIDING Sd NO 5'9' • 48' 12' Ibcd • 5' {bd • 5' OR EQJAL t l RFPORT 2319 L as ` r / R,/ FOUNDATION SHEAR WALLS SYMBOLS & LEGEND r HANGER PONT LOAD TRANSD BY KICKER Le- STxx PO34T LOAD FRom Above PONT LOAD PIAG7'1 ABOVE UV LOADING PO*4 LOAD TR NSFERNG DOWN PONT LOAD TRA14€R1NCs DON L' LOADING HOLD DOUII WITH SIZE DESIGNATiONI VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED KrIBER EMENT OF SHEAR WALL TYPE OF SEAR U ALL -r WALL ABOVE UM= WALL BELOW NOTE: JNLESS OTWERLISE NOTED, ENCsINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWNCsS i SHEAR NOTES J114-E56 O^•HblSE NOTE'" PESIGN CRITERIA I SEE C CULAT'ON5 FOR DESIGN CRrTER1A SsENERAL NOTES I. ALL S+ EARWALLS SHOlN4 ON THE FLOOR PLAN ARE FOR ;UAL Ls ON THAT LEVEL. (T'P'CAL_" S+4Ctik bAADED 2. ANCHORAGE :S FOR S•/EARLALLSa PANELS) ONLY UA4ERE PORTIONS OF WALLS ARE NOT DES GNATED A5 5+ -+EAR PANELS, NAILS MAY BE SPACED • 16' OLIMIN, PER TABLE 23-'-Q 3. WHERE PORTIONS OF IuALL5 ARE NOT DESIGNATED AS SMEAR PANELS THEN SWEAR DETAILS DO NOT APPLY. FOLLOW MIN UBL. REQUIREMENTS 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANIFACTURER'S REQUIREMENTS AND DETAILS FOR EACi -1 TYPE OF 1- IOLDOWN, STRAP. AND CONNECTOR FOR PROPER INSTALLATION! b. ALL PLYWOOD OR GYPSUM SWEARWALLS SHALL BE APPLIED HORIZONTALLY Ofc '/ERT!CAL ON STUDS. EDGES SHALL. BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEAT4- 11Nrs. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NA'L5 FOR DESIGNATED SHEAR WALL PANELS 'UNLESS PRE- APPROVED B" THE BUILDING OFF•CiAL ROOF 4 FLOOR SNEAT-4ING I ROOF SHEATHING: 116' Q5B APA RATED SHEATNiNG (24 /0:. LAY UP Wi MINIMUM I /5' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. MAILING 5i -+ALL BE Sd AT 6' oc AT PANEL EDGES AND 12' cc AT INTERMEDIATE SUPPORTS PROvIDE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHR4M 51 -IEAR =180x082 =142psf 2. FLOOR SHEATHING: 3/4' CDX T4G APA RATED PLYWOOD (48/24; NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFC: 01. PROvIDE T4G EDGES AT LONG PANEL EDGES. NAILING 54 -1ALL BE 10d AT 6' oc AT PANEL EDGE5 AND 10' oc AT INTERf"1EDiATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR *215x082.1 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS )200o -291 4 T di PI 4 6.EARW LL TO ROOF eman41 G oven NT. s EARU4LL =LSD= (2) C616xIO'm' TOP • BOTTOM OP WINDOW SLAT BLK'b REQ'D 6TRAP LOCATION UPPER FLOOR SHEAR WALLS OR ji 17 I y << 4P:) JAN - 3 z ^ :1 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS ,�, • PERMIT CENTER i E 0 0 z x ti F- W J w_ W -. O C w W 0 O cc ON ' N i� w z � 0 _J 2 a w F- ET 0 0 0 0 co cis ex: C. - P w N- C7 O CO CD Q) a) a) I :n JOB TITLE 1997 UBC SHEET 9909021 S3 ILA 99090.21 1 K\KAA\99\99090\9909021 02-24-2000 1143:59 Sheet LS Workstation: