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HomeMy WebLinkAboutPermit D01-080 - FOSTER HEIGHTS - LOT 1DO1-080 FOSTER HEIGHTS LOT1 4830 So. 146t'' St. Z W ft U O 0 CO 9jE CO W W 0 L. ym W Z O ELI • W U0 O - 0 1- 0 0 LL-: p U= Z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • I uk:. 1la;, i t ;hfnp; ton 981R8 OCCUPANT FOSTER HEIGHTS - LOT 1 Phone: 4830 S 146 .,T, TUKWILA, WA 98188 OWNER TRIDOR INC Phone: 2O6 -443 -7735 2226 ELLIOTT AV, SUITE A, SEATTLE WA 98121 CONTACT CHARLES PRIB Phone: 253- 53i -6„64 14205 SE 255 PL, KENT, WA 98042 * k* ** k* k * ** * * * ** ** k k *kkk * k k *kkkk * k k A k k k k k k k A A A k k k k k k A* k A k k A A A k k k A k k A k A k A A k k A A k A A 4 A Permit Description: CONSTRUCTION OF A NEW 2,612 SO FT SINGLE FAMILY RESIDENCE, 400 SO FT ATTACHED GARAGE AND 80 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS/ SIDEWALK, LAND ALTERING, STREET USE AND STORM DRAINAGE. k k k k k k k ** *** k•k ** '* k k k k k* k A ** k* k A k k k* * k k k k * k A* A k k k k k A k A A A A A A k k k A A k A A A k i A k A k A 4 A 4 4 A t 4 A Construction Valuation: $ 233,234.80 PUBLIC WORKS PERMIT'S: *(Water Meter Permits Listed Separate) Eng. A�,pr Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Shirt Time: End Time: Land Altering: Y Cut: 40 Fill: : 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N * ** * k k k sk k k* k k A k** k k *'k A k k k k k k k k ** A k k* A* A k A k k k *kkkk 4 A k A A A A A A k A A k k A A A A 4 A A A k A k A 4 A k A t i A TOTAL DEVELOPMENT PERMIT FEES: $ 3,017.85 * k k k k ** -k k * * * * k k * k k k k A k k k k A * k k k k k k A k k A k A A k A k k k k A k A k k A A A A A A k k k A A A A 4 4 4 4 4 k k R A A A A A A A A A Parcel No: 26100 0-0010 :01-030 Address: : i -16 J_ Status: Suite No: -_ - Location: _ ., " Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: N/A Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Streams: Contractor License No: Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. Al 1 p r o v i s i o n s 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 state or local laws regulating construction or the performance of work. I am authorized to sign for and obta i r} t h i s development permit. Signature: Print Name: _f.:;N: I ff_ i 10N BEGIN`... F•�: r.` ��-` E i _�;.) �; P .:_ . rVig Date: (206) 431 -3670 a 1� 12g__ Date: / This permit shall become null and void if the work is not coi;;:n_nced within 130 days from the date of issuance, or if the wor . is suspended or apandoned for a period of 180 days from the last inspection. • ■ CITY OF TUKWILA Address: 48 S 146 S1 Permit No: D01-020 3uite: Tenant: Status: ISSUED Type : DEVPERM Applied: 07i/20/2001 Parcel #: 261000-0010 Is;.:nied: 08/31/2001 klk*A****AAkAktlAkkAAAAIAA4MAAAitkAWAAAAkAAAWAkAktA Permit Conditions: 1. No changes will be made to the plans unless Apw b■ the Engineer and the Tukwila Building Division. 2. 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. 3. Any exposed insulations backing material shali have a Flame Spread Rating of 25 or less. and material shall bear identi- fication showing the fire performance rating thereof. 4. All construction to be done i .n 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 Edit 5. Plumbing permits shall be obtained through the solttle.ring County Department of Public Health. Plumbing will be inspected by that agency, including all 9as piping (296-4722). 6. All wood to remain in placed conerete shall be treated wood. 7. 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 t4r o any other ordinance of the jurisdiction. No vet oresuming (o give authority to violate or cancel the provisions of thi code shall be valid. 8. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and 311 electrical work will be inspected by that agency (243-(630). 9. There shall be no occupancy of the buildin9(i until the final inspection has been completed by the Tukwila Bu) ldino Inspector. 10. All permits, inspection records. and approved p t;' 1 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. II. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILT 1? INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS TN ADVANCE. 12. Temporary erosion control measures shall be implemented the first order of business to prevent sedimntation orf- site or into existing storm dcainage . 13. The site shall have permanent erosion control measures in rt7t,. • • place as 'soon as p o s s i b l e after f i n a l grading has been completed and prior to the F into l Inspection. 14. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAI ARE 3H:1V OR STEEPER AND HAVE 4 VERTICAL RISE OF 10 FEET OR MOPE AND WILL FE UtaWOR1: ED FOR GREATER ER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, iF THEY WILL BE UNWUR!'f:.Cr MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCLf ILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, .INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE F'EPMANEI1TLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 15. APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FINAL FLAT L2000 -026 AND COMPLY WITH GEOTEr:HNICAt. REPORT PREPARED BY GEOSPECTRUM CONSULTANTS, INC. DATED FEB 10, 1998, GEOTECHNiCAL ENGINEER SHALL OBSERVE THE IMPLEMENTATION OF THE SFR DEVELOPMENT PLANS DURING CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED TO PUBLIC WUPL , IN A TIMELY MANNER AND SHALL INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATION B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATION'S, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE 'YSTEF1 AND PLACEMENT OF BACY.F I l-f. . PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER 1S TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORE. HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTEC11NICAL RECOMMENDATIONS - REFER TO FEB 10, 1998 GEOTECH EVALUATION PREPARED BY GEOSPECTRUM CONSULTANTS, INC. P.O. 60X 276, ISSAQUAH, WA 98027- 0276, PHONE NU. (4, " '1228. 1 6 . 1 hereby certify that I have read these c o n d i t i o n s and w i 1 1 comply with them as outlined. Ail prov1 Ion_. of law :rrd ordinances governing this work will be complied with whether specified herein or not. The rgranL ing of t h i s permit doe not presume to give authority to violate or cancel the provisions of any other work or local law's regulating eon_t.ruct:ion or the performance of work. OWNER/APPLICANT/CONTRACTOR D� +L Print Name: I hereby c-ert. i f +; t.hat. I have read these conditions and w i l l s Lrrnp 1 v with them as outlined. Al 1 provis of law and ordinances governing t.hi wort; w i l l be complied with, wheLh•rL:r specified herein or ;1o The granting of this permit does not presume to give authority L. violate or cancel the provisions of any other wor or local laws regulating constructi. or the performarw,e of wor. Signature: Print. Name: 1 4. Dat e: Project Name/Tenant:.t- -s.7- zz. C/g 775 .- Value of Construction j Existing Square Footage for Structure: sq, ft. Dwelling sq. ft. Covered Deck(s) Site Address: l / �L/Lf 'a - -- f City State/Zip: , 1 -- 7 11/ c Tax. P rcel Number:. r G %c & „' i(( }/-_-,,,,-, Property Ownerz O,C-C ' ,4,15...s../6., ,2,,t.,70.5.._ P rt j Q _ g ' - `88Z Street Address: /6 /� 2 ■ L p ! T • re S� Ekiclxi State/Zip: Fax # 6c, ,r��,Z - /89/ G � �/ Contractor: • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Street Address: 2 City State/Zip: S , nt,e—. --- Fax #: Architect:/�f 2166 -- � � ' r, i7 f i i rte. Fn s -C7E(' 66 Street Addre z s, City t State/Zip: ZSS 3k ..L `C- Fax #: ....._. ne....e_ Engineer. e--4.-.4 F' A. /ie Phonee6 _, 6, -`.2L' Street ess s Z cr' 4Ci 22/4 y tate ip: #: f , Contact P e r s o n C y l e p n - Fax 7 / e L 1 5 P ns, 3 -” 6 (....6.FC y Str � t11�s .g.-- � 'rk TX `.� itye/Zip: Fax #: Description of work to be done: / & v .l l 2 r�� f 7 41 4,7 - Type of work: -" M "- e;;;;;;- - Family Residence ❑ Addition - Single - Family Residence ❑ interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: k711 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq, ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 267/7- sq. ft. Dwellings sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. €t. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) la' 49 ?"d 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TL "WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Project Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: ( Additional reviews shall be determined by the Public Works Department) El �� Channelization/Striping t.�a'Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling P Land Altering: 0 Cut ' (P cubic yds. 0 Fill Li() cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public TV torm Drainage -_ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) .'( / PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNEI? OR AUTHORIZE AGENT;, / Signature: ' I Date; ; L // Print name: � /1 _ _ f /C /13-) inne7 :' — (;c.,,..."/„ Fax #: Address: / , , - - City /State /Zip: - r < r ALL SINGLE - FAMILY RESIDENT PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ in 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. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction '❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Meat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Payment ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2610000010 4830 S 146 ST TUKW R020001635 LAW 1630 PAUL BECK Current Pmts Amount_ Check 5187 PW ADDL INSPECTION FEE Type Description RECEIPT Method Description 000/342.400 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 47.00 Payment Date: 11/26/2002 10:31 AM Balance: $0.00 47.00 Account Code 47.00 Total: 47.00 D01 -080 ISSUED 03/20/2001 08/31/2001 :3 11/27 9716 TOTAL 47.00 Printed: 11 -26 -2002 Orr • ATr, *4 i•• •• • • • C11 or TUVW.TLA. WA h%licAA.AAAA*A.*ANA IhANSWIT OoNt,e-rn P010112Et Amoktrit: Pat/sent tlothod: 1:1402g Pormit No: *01 Piirc*-1 No: 261000-001 Iite Addrtfiii: 4030 14r.., IT rotis 11'11L Piormc-nt 1, t 1 ote L1 1 * A A A 4 It AAAAAAA 1 A r * . i■ A 4- 4 A Accouot Code 000/32:',100 000/34.030 1 0/:14t1.e3O 000/386.904 000/242.400 412/342.400 000/1:2:I.100 000/34!L.030 rieCrIp' BLOLD106 - PLAN CHECK - 1U:9 PLAN CHEC:. - UTIL21'; 3f4 IE 811ILD100 30itCHAR0E INSP lEl - UTILITY CN3P 0T0 Lv'tT AL11 E1N6 FEE. LAND ALrERic“i PL A CHECK • 4Ah.**AA****A4kAAAAAAA . j.4 , CW 1 Ao O1 LON0 CLA'3!;IC !WO - • , •_ • • • • DYPER1 0.- - 9Niqiing 001C/000 :1.cw,o«1 wil4oLA3Fiiio i4po) 44fc , 1141.1 iq4 r . . 1 4441 3 'VI rr. !qqa 4 4I; : tbDJud I „i4 ) l'] • 3•1 ; 3 (1 o 3 cl A L , H1) ,i00 t11.43 1:1! 1• 3 t? ( 5 1.1 )01) 2 14 t :I P'41W OaliAt!ti 1 :amictwO LtcWoIt'll : .11W5OVHJ 4 4 . 4 r r 4 4 4 1. I' 4 4 '4 4. 4044 ki444 1;oi,b; a 0-i 0 OM "0 q 4ir#04 , ,! , 44 , f , !rn44, 4 044 , 444'444444444 i,40.4444444Y1',4010444114440 PERMITNO.: 1OH BTJTL EYING 't'ERNIITS INSPECTIONS O 00001 Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order 0 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Venilatiorvindoor AQC ❑ 00070 NLEA Inspection/Modular Stnict ❑ 00071 Mobile Home Tie Down Insp ❑ 0007 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains f \. 00100 Foundation Footings 0 10200 Foundation Walls r!. 00250 Foundation Insulation (00300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space 00400 , Shear Wall Nailing ❑ X8.150 Plywood Wall Sheathing • 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 10 Chimney Installation /A11 Types 700 Framing 00730 Roof /Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roo( Insulation ❑ 0080] Glazing Inspection ❑ 00815 Lighting and Controls ❑ (30900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre-Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre•reroo( ❑ 0 400 Final -Fire 01700 Final - Building ❑ 01900 Final - Remo( • ❑ 03100 Site Visit ❑ 0.4000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special-Morn/Resist Conc Frame ❑ 04003 Special -Rein( Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolling ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reint Gypsum Concrete ❑ 0.4008 Special - Insulating Cone Fill 0 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 0401I Special- Shotcretc ❑ 0401 Special- Grading, Excav/Fill ❑ 0.4013 Special - Retaining Wall ❑ 0401.4 Special - Panels ❑ 0.4015 Special -Smoke Control System • vf2,_"/edit.:;,ut TENANT NAME: 1 oStCIr -4e.(4-6 - Lot I CONDITIONS {:e0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report 0 0012 New ceiling grid "c light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ OUI 4 Readily accessible access to root mounted equipment 0013 Engineered truss drawings Sc cafes shall be on site 0010 Exposed insulation backing material [] QU 17 Subgrade preparation including drainage, excavation ❑ 00I;3 Statement from rooting contractor verifying fire retardant class of root 0019 All constnrction to be done in conformance ..v/approved plans 2 shall be done in addition to those modifications..." Plumbing permits shall be obtained through King Co ❑ 000201 Structural observation shall be provided for this project ❑ 0021 All rood preparation establishments must have King Co ❑ 002'_ Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected 025 All wood to remain in placed concrete shall be treated ❑ )026 All structural masonry shall be special inspected 0 00VU8 2 Validity of Permit Rack storage requires separate permit Er - 0 003 Electrical permits obtained through L ,iC I 0 0 3 0 No occupancy tit budding until final insp by Bldg Div ❑ 00.)2 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 . Nlanufacturers installation instructions required on site ❑ "BTU maxunum allowed per 1907 WA State Energy Cade" ❑ 0035 Contact PW Div to obtain insp ter water /sewer connect ❑ 0038 A C tit O will be required for this permit ❑ 0039. Final approval for all 1 •/in the limits of the SC Mall ❑ 000.4 All mechanical work shall be under separate permit ❑ 0014 All construction noise to be in compliance with 8.2 TMC ❑ 41 Ventilation is required for all new rooms & spaces 0005 All permits, insp records Sr. approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a se pa r ate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall bc done by WA13O certified inspector ❑ 0008 All high- strength bolting shall bc special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TIC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ ".Appliances, which generate...." ❑ "Water heater shall bc anchored...." ❑ "Reroot" Plan Reviewer: Date: 8/ o ! .2q-0( Datc: Pro pct: ( f ? i _ f S + f f 1 Type of Ins tion:: , / A r s: (( (j, I 7 Date Called: ta I t(03 Special Instructions. Date Wanted L I a.m. Requester; r 3 oLe 5 - 0077 fs INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: . f .) 4:-1 rV VI < r Date: r 1, ; /In S47.00 REINSPECTION FEE REQUI • ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Su e 100. Call to schedule reinspection. Date: COMMENTS: Type o Ins. • �,,— l t / f Olt. , 4 / 4/ t 7 ,/ . 3 -AAA -L.\ ( Ir '' ,, Special Instructions: Date Wanted: a. . Requester:.. (,r1 Phone No: t j - ', /.: .00 T 7 , Project: / )5 ' ( T t , <- ,1.,.3 - r Type o Ins. • �,,— l t / f Olt. , Address: Date Called: Special Instructions: Date Wanted: a. . Requester:.. (,r1 Phone No: t j - ', /.: .00 T 7 , CC A o'o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. D Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: `1(I",(.. I .A. ten ( O CA /11 t, I ■ Date Called: 1‘'g^ 01 Special Instructions: � + Lot j Date Wanted: s' 2_62_ p.m. Requester: Trav �5 Phone No: z06 3 _ 01.5 Project: 1 r Hei Type of inspection: 1 111gl Address: Li8,30 s !tibih si Date Called: 1‘'g^ 01 Special Instructions: � + Lot j Date Wanted: s' 2_62_ p.m. Requester: Trav �5 Phone No: z06 3 _ 01.5 L INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. - Inspe tor: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: DO1 -- 080 Project: -05+er Het y is h Type o Inspection: r »A 1 SD Address: 1 030 5 1464t, St Date Called: It- 6 -- 0 2 Special Instructions: Lott Date Wanted: a.m. I 1- 7--Oa. - Requester: „* ■ Phone No: 206--7g3 --30g5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 U Approved per applicable codes. U Corrections required prior to approval. COMMENTS: ILA 1 i t WM 0,114 . eLL Inspector' wJ ISO 1 -U 80 PERMIT NO. ,/34,0 Date: R b U t- $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: Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila 7 ri FINALAPP.FRM Rev. 2/19/98 Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ,Retain current inspection schedule ; Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. )1 Steven M. Mullet, Mayor Project Name Suite # Date T.F.D. Form F.P. 85 AMR Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 1 COMMENTS: } ' l A �: � Vre ac nor .5f Dat�al ed: ���2,� A, .,9_ 5 eciai Instructions: 3 .' ' � 1 -9 t h ti Irti Phone o: 53 - (PO &2 K) r ?r Sa n - city Lt., Wallow azA1LRL 9 (,) if r 5 EP �� r ,' L c` ' C f W\ 5 . v Uwe -� � v W 1 o Awl r -F I orw ) /fi ACcPS4 '4l) trawl are l ) rC er ? -- v, r -ry 'IE 0 lPtAt rc.S t, u1/4)a k.s, Grl r t° i\ i h(i \ h r? V c. 1 P C -p. \ i\ svttA`I i ovv vv5+ a(e ' lei bIs' P ject: rs `^ l t �s - ll / Type of Inspectio : �� - rrt A �: � Vre ac nor .5f Dat�al ed: ���2,� A, .,9_ 5 eciai Instructions: Date Wante : /0 7- A 19 . . Reque to : / Phone o: 53 - (PO &2 •. a�t����i. f��t +��.i:5�� ?i..*�;Yi ^y♦i..ir',.*. i;�:_j`..: .- �tit� Y::�.�'�: � INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1 O , 3` 0-2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: Date: Proj 1 t: . • I. r I - Type o Inspection: .ei tr i./1641ili Address: L le30 5 I' - Date Called: I U - ) ; -o ,.).. 0 Special Instructions: Date Wanted: 10 - ,2 3 - Op).., p.m. 'Ttequester: - ?P id Phone No: a,. 13 INSPECTION RECORD oso Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 cEi pproved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: P F /»a J KW Address: I-/$3© 5 lii bth 5-1- Date Called: d ` " 20.0z Special Instructions: Lot / Date Wanted: iI a.m. 9— 20 -02 Requester: Paul 1 ecX Phone No: 29 - dab -- 03 a'2. C uy... sfA . " V3N.rF 4- v-«: y r 4 J Project: Foster Reii3 J Type of Inspection: P F /»a J KW Address: I-/$3© 5 lii bth 5-1- Date Called: d ` " 20.0z Special Instructions: Lot / Date Wanted: iI a.m. 9— 20 -02 Requester: Paul 1 ecX Phone No: 29 - dab -- 03 a'2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 fJ Approved per applicable codes. Corrections required prior to approval. Inspector: t! \1 Date: 7 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: . " / Type of Inspec . • • Address: .• '` ,- /Ve'r ,, 7 Date called:- ., Special instructions: Date wanted: (a.m. - • .. -- --- Requester: : :. : ...__ ._.__._ Phone: ) (: ,')e.-, - ti:/) 7, • CITY OF TUKVVI1A BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431-3670 17.1 INSPECTION NO. COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. .r 171,/ ` Date: / $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: roject: / C. f r / / /17'- ! i Typ: of Inspection: ((' V r Address: �) R j i f t.,.) t t li/ 4---" Date called: ' / / ( „l Special instructions: Date wan ted: , .m; Request 4r• / Phone: 1, 1 ..) 'fir kt' ( f 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. I Date: f � (206)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: R ill; 1/vl Type of Ins 1, I, . d $ s 3C) S ., ! � '7 . }� , Date called: C{ /3 j4 Special instructions: Date wanted: ,�- ii f m R ester: L(( r P 3 . 5) 100 (0 ** 00 79' 1/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 j Approved per applicable codes. LJ Corrections required prior to approval. O cn2 k ► -I : v errvi Z r p rte.. I" t 0 er iqg e. a ( A)OU WiT $4.00 REINSPECTION FEE R QUIRED. Prior to hspection, fee must be paid a {6300 Southcenter Blvd., Sui 100. Call to sch dule reinspection. Receipt No: Date: COMMENTS: t-i6 Type of Inspection: . Address: Pit i i Date called: V Lf Special instructions: // L- vt- l Date wanted: /. I" 2 (.) 2 ... ("k\-4 77"_ /1 @ 3 , L kJ. /t.1, LI £Lr4,,>• -.+4.7 s " /'ii 14 t)1`4J e4_.1, L , ` j,. : 'may( c i l.. -c . l 1 iL 17, K i(:)C Proje,: ii-r 5 r t-i6 Type of Inspection: . Address: Pit i i Date called: V Lf Special instructions: // L- vt- l Date wanted: /. I" a.m. P.m. Requester: Tl�At kit S Phone: t. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 6 1 Date: 1/7.2-cio 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 PrpJ>:ct: C. D t A � to t 1 � Type of Irlspectio ' fiCriVill. A s: 0 `' e ) C AA" ,T# Date called: 1 1 ). A Sp ial instructions: Date wanted. J) Ciak Requq jt � / Pa(( bt Ph e: 1 lXtl �l ` ©c 1 "I ' COMMENTS: / 0c%7 / • eo Ia. i ~ • / .t.// �l t /e. - ?// �*? A t1C' -�, A / % i0ex _ - ,t//F ' :ct k ..s* (..4,E -Lc.'•r7, /L, £! -- ( 3 (7_4z/c, 3 / I) (-t )A / l r' ' - . , spe r: - - / / r Date: ' - .- `/ d Z.-- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1)0/ , P PERMIT NO. (206)431 -3670 Q Approved per applicable codes. 2 Corrections required prior to approval. $4 7.00 REINSPECTIOM EEE REQUIRED.7"rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pfoject. T l`j i^ '1( 4s— Li / / T f Inspection 7 2 Y?� ; Dat c Iled• l6 r_9 Date ,nted• r! r � -- p.m. dress: 0_,5 ILic, s Special instructions: j� lr ( Reque;te ` ;, � Phon r .. 3-Ch6 _ 7 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 (206)431 -3670 Corrections required prior to approval. P' /7.0d(-41_5 lopiesve- n 3 ectc r. Date: � g / 144 c / / /2 7r s17.00 REINSPECTION FE REQUIRED. Pr, to inspection, fee must be paid At 6300 Southcenter Blvd.,, Suite 100. Call fo schedule reinspection. Receipt No: Date: COMMENTS: ( 1 /// /7)/(2)/ Type of Inspection: if it (c -- Date called: Date wanted: (.m C/_ /-u: :m. A s• Special instructions: r t be J c, � � " - 7 -7 s r -' --, �'` 4- . /J' / _,rlk -s. p►!e,4 4 J //1/ '2e. < --- 2----,4: '' . --,-Ar L- I / ,. A - ray. , - ,r-,r I a te • ,,. r ; __ ' ;.-- y ?-_ ,: f .4.01 / ( " .. , 7 . t,e ,...-9c-- 4 ii-, '? ;. / -✓ ,-1r 4,,,,, f t „./i)-7,4").- .4 ,,, 4 er — .4-. ./C—, t.,.' 4.-4 ., j / ♦ / I ^ /� 1 . J /�.f ` C % ` ....4 As .Is / /1 I -.'Y F I 1 1 i t , - , , ) 1 , i k ,..'5 ,,,,,/ ) 7 A'1 el 77 7' (7 /.-?d..-7,/, '..' Project: r -6-s { v,� I4kil tt, L ( Type of Inspection: if it (c -- Date called: Date wanted: (.m C/_ /-u: :m. A s• Special instructions: Requeste : 1)fL» Phone: —e I e INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: ) INSPECTION RECORD Retain a copy with permit 1 Corrections required prior to approval. Date: L PERMIT NO. (206)431 -3670 El $47.QP RElNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project. 0 0 1.._ 1471/ 1J Type of Inspection: � J ( t Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: IN SPECTION NO. CO OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f r) ,1 INSPECTION RECORD Retain a copy with permit /),0/-od PERMIT NO. (206)431 -3670 J Approved per applicable codes. jj Corrections required prior to approval. COMMENTS 4/q/ VS .f'2./. ' 4 1 ,1"'G, 4i r ei -7 fr) 4/.4.17e‘. )1 / Inspector: Date: $47.00 REINSPECTION$EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: lr f C ��I �! i I tP flat NM .,v """'- W Y I\ r ()\.)Q- - Special instructions: 3,00LQ nt03 3 c A Ph & Ca (- ) 0 LL - ()O7'7 2 Qt"-- , Pro z N om -- � of Inspection: of ..1/ /rat If ddress: Date called Special instructions: Date want • • • ,� w if ..m. • .m. Requester: � � Ph & Ca (- ) 0 LL - ()O7'7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. n Date: /L 7.00 REINSPECTION E REQUIRED. Pr' r to i ns p ecti fee ust be p aid t 6300 Southcenter Blvd. Suite 100. CalYto schedule reinspection. Date: .‘) P . • • ( Type,f Inspection: .1 Address: t , �-,�_ Date called: Special ial instructions: P� Date wanted: 1 Tm. 1 /C `p.m, !� Reques r. , l Ph ne: 7 ? ire -0 QC) 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 PERMIT NO. A g (206)431 -3670 C /t1► Corrections required prior to approval. elkie Inspector: ,r1 Date: _ •D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspection: U Addr ss• . J ( /�, }L (PAD ,,r, 1`/1✓ ..3 [, Date called: 1 1 g Special instructions: Vt e 'tt l r ;, ! (t ; r),:,, , , 1 ( ),'i.s )1 C ( Pi - Oi K.- it/ -,. la /1 krt,•i) 4+,IC)t '1 F }'rftc It J Date wanted: a.m. / /4 V s: i m. , Requester: ~7.tt..i , t ,`i •.k f Phone: (,- -0(,) %1 , JE.1,'..a II Approved per applicable codes. II Corrections required prior to approval. COMMENTS: 3 o • 2 v N . ■ I - T,. �. ' . gyp • I p 1 y`A.2• - 0 SI). Chi INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DO/ - on o PERMIT NO. (206)431 -3670 Inspector: Date: I / 2_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: Address: 't`f`r� �0 -, t I L l u t Date called: 1 I l i i i , . Special instructions: .. Date wanted: l' i r a.m. p.m. Requester: /\,411 i ) l / , ; • i Iri x �' , •- 221 5 .,' 1 r7 r1 M t /'� ttin . . . )• i + `l.`111,� tJ AL Al l , *� �T • b \1, i' .. ,,l r' It; ),,,,' i,, YA >.-i { . vk' "L....T c.) • i4 1 1 IP,' ' /. � ; i ;:.a y t +1 Proct: Type of Inspection: Address: 't`f`r� �0 -, t I L l u t Date called: 1 I l i i i , . Special instructions: .. Date wanted: l' i r a.m. p.m. Requester: /\,411 i ) l - Phone: J INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. Inspector: Date: t ADZ" $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: + - j L' G Pri i T eof In ection: . �� C' , i tell lJ , l'i l h .S ess: cs LA." at/ call d Special instructions: / t. /r• MC fr /7/! + Dale wanted: - ii — t9 2-- a.m,,.. p.m. ::' CCr' 77 5 ~5(95 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 PERMIT NO. (� �J \ (206)431 -3670 Corrections required prior to approval. Inspect r• Date: / f ,(i 4--ttic ) / t . 4,4 f , / 7(1 7.00 REINSPECT N FEE REQUIRED/Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: " P (■' Ut)rk ''G1 t C.v1 W Type of Inspectio )14. ft t.t. cA %J 1 i I j rerYok)( S � e �� Date called: ' l 01 Special instructions: Date wanted: j 1 2 /0 m� Requ� ter: I Phone: )3 LJ •(fl G/ Project: ---- 6, u 1 -r� + - ; -L t 1 -f Type of Inspectio )14. ft t.t. cA %J 1 i I • dr s 2 e ' ' S � e �� Date called: ' l 01 Special instructions: Date wanted: j 1 2 /0 m� Requ� ter: I Phone: )3 LJ •(fl G/ 1- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: _ �` + T of Insr 6 / i i i ' 1- t � . d , •ss: 4 .11 • , t Date called. ..f o r "a /� .' 3 r i ?t l a. . p.m. Requester: )r: Oyu{ e �� hone. QQ�� ,, ``� ir!,P© �X.J`7 - 111 � ( ) ' • • • _ �` + T of Insr 6 / i i i ' 1- t � . d , •ss: 4 .11 • , t Date called. ..f o Sp• i al Instructions: Date wanted i i v 1 !! I a. . p.m. Requester: )r: Oyu{ e �� hone. QQ�� ,, ``� ir!,P© �X.J`7 - 111 � ( ) INSPECTION RECORD Retain a copy with permit INSPECTIGN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Ins PERMIT NO. (206)431-3670 M Approved per applicable codes. LI Corrections required prior to approval. Date: f f' C ' 7.l REIN SPECTION FEE REQUIRED. Prior to inspection, fee must be paid , t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of , II peclion: l .. b0 /! if t4 T 4-5 r Ar //S -/ : Date call iWO i r r 1 r / / :4) ,;` /.4 e'r - 6 d 1 C + a.m.` Reques c _ „f - t C C- Phone,;., Q r� �.- (s P ♦ 1 • 0, . ,.. ,pti i .S )rp,/ j FP'n/ de C P' . P /V r4/.1 f,-^t' r/ r . O if .6 t1('/ ` e) A re) 0 , c e� l (; ;all 6' r - e P..,t' ?hr 41 4/ r \ Project: T -2, I. _ r 7 --- Type of , II peclion: l .. b0 /! , .s /Lib cfr- 1`7 �i Date call iWO Special instructions: Date wa I / / 27, a.m.` Reques c _ „f - t C C- Phone,;., Q r� �.- INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Insp INSPECTION RECORD Retain a copy with permit p`/ -. C $t PERMIT NO. (206)431 -3670 Approved per applicable codes.' Corrections required prior to approval. I Date: - 1 _ . L, i rt2 � • 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blfd., Suite 100. Call to schedule reinspection. Receipt No: Date: rW 'A- 0 0 W= u. tu N O d u. Z D o Qt tt� W t1 Z U — O x COMMENTS: Type of Inspecti • n: ddress: / ''''�� s / fE 0 .. } , Da e ca led: 1 � _ kin S claTin Date wanted: 40( p .m. Requ st ve fil t�X � lo � : Phone: Ii a ()) An ;) 1 S . . ^ . .. .. ii C . t a1 l Mir t P • ject: Type of Inspecti • n: ddress: / ''''�� s / fE 0 .. } , Da e ca led: 1 � _ kin S claTin Date wanted: 40( p .m. Requ st ve fil t�X � lo � : Phone: Ii a ()) An ;) 1 S INSPECTION NO. ft 7.1 REINSPECTION FEE RE 63 0 Southcenter Blvd., Suite INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 U Approved per applicable codes. LCorrections required prior to approval. UIRED. Prior t 00. Call to sc ' IOTA PERMIT NO. 9 (206)431 -3670 Date: 1 2.. inspection, fee must lie paid dule reinspection. Rece)pt•lo: Date: April 7, 2003 Charles Prib 14205 SE 255th Place Kent, WA 98042 RE: Permit Application No. 001-080 4830 S 146th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination Is made, the Building Code does allow the Building Official to approve a one -time extension uo to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to May 11, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. 001 -080 Bob Benedicto, Building Official City of Tukwila Department qf Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431-3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 DOCUMENT TITLE: Maintenance Agreement - REFERENCE NUMBER(S): 20021113001812 GRANTOR(S): Long Classic Homes, Ltd. GRANTEE(S): Long Classic Homes, Ltd. LEGAL DESCRIPTION: Portions of Lots 1 -9, 14-18, Foster Heights, according to the plat recorded in Volume 200 of Plats at pages 89 through 91 ASSESSOR'S PROPERTY TAX PARCEUACCOUNT NO. J After recording return to: Mr. David S. Kerruish 7016 — 35 Avenue NE Seattle, Washington 98115 -5917 File Na 105.020 MAINTENANCE AGREEMENT - 1 a. b. c. d. e. f. MAINTENANCE AGREEMENT FILF r'.nov �l lIIII 20021113001812 PAGE eel OF 60s� 23. ` r r 11/13/2602 14:26 KING COUNTY, UA Lot 2 is benefited by an easement imposed upon Lot 1; Lot 3 is benefited by an easement imposed upon Lot 2; Lot 4 is benefited by an easement imposed upon Lot 3; Lot 5 is benefited by an easement imposed upon Lot 6; Lot 6 is benefited by an easement imposed upon Lot 7; Lot 7 is benefited by an easement imposed upon Lot 8; Doi - Qgo The undersigned owner of the property herein described does impose as an easement and covenant running with the land an obligation upon the owners and future owners of the Benefited Property (as described herein) to maintain drainage improvements located within easements imposed upon the Burdened Property (as described herein), as provided in this instrument. 1. Ownership of Property. The property which is subject to the provisions of this instrument is owned by Long Classic Homes, Ltd., and is legally described as follows: Lots 1 -9, and Lots 14 -16, in Volume 200 of Plats, Pages 89 through 91 inclusive, situate in King County, State of Washington. 2. Benefited and Burdened Properties. The following Lots are benefited by an easement recorded on an adjacent Lot: REcEivED Nov 1 3 C 1 .:KWILA PUBLIC WORKS U3 2 6 J C) O CO 0 cn CO LL w g D. a z 1 1 9 wz OF O z �. co rte( rat 0 g. Lot 8 is benefited by an easement imposed upon Lot 9; h. Lot 15 is benefited by an easement imposed upon Lot 14; i. Lot 16 is benefited by an easement imposed upon Lot 15. Each Lot for which there is a right to use an adjacent Lot is hereafter referred to as the "Benefited Property" with respect to the right to use the easement located on the adjacent Lot. Each Lot that has imposed upon it an easement in favor of an adjacent lot is referred to as the "Burdened Property" with respect to the easement imposed upon the Lot. A Lot may be both burdened and benefited, by different easements. The easements described herein are recorded at King County Recorder's No. , and were granted for the purpose of providing drainage for the Benefited Properties. 3. Duty to Maintain Easement and Improvements. The Owner of each Benefited Property shall have the duty and obligation to maintain the easement established for the benefit of the Benefited Property, and all drainage improvements located within its easement, in a manner that preserves the function and utility of the drainage improvements within the easement and in full compliance with all applicable laws and building or zoning codes. The Owner of the Benefited Property may not construct, place or maintain any other structures in its easement, except the drainage improvements, and may not engage in any activity in the Easement that may damage the improvements located on the Burdened Property. The Owner of the Burdened Property may not place any improvements, or engage in any activities, that materially interfere with the function or utility of the drainage improvements located within the easement. Notwithstanding the prohibition upon the placement of structures in the easement, the owner of the Burdened Property may place a fence within the easement (as long as the fence does not damage or interfere with the drainage improvements in the easement), but such fence shall be repaired or replaced at the cost of the Owner of the Burdened Property if the fence must be removed in order for the Owner of the Benefited Property to maintain the drainage improvements within the easement. 4. Access. The Owner of the Benefited Property shall have whatever right of access through the Burdened Property to construct, repair, maintain and replace drainage improvements located in the easement, and to exercise the rights granted by this easement. The Owner of the Benefited Property shall compensate the Owner of the Burdened Property for any damages to the easement or to the Burdened Property and its improvements that are caused by Owner of the Benefited Property or the Owner's agents. The Owner of the Burdened Property shall compensate the Owner of the Benefited Property for any damages to the improvements located in the easement that are caused by the Owner of the Burdened Property or the Owner's agents. 5. Indemnity. The Owner of the Benefited Property agrees to indemnify, defend and hold the owner of the Burdened Property harmless from all losses, damages, claims, obligations, liabilities and expenses (and all actions, proceedings, judgments, attorney's fees and costs incident thereto) related to the Owner of the Benefited Property's use of the easement, or the improvements located therein. 6. Compliance with Laws. All improvements, installations and work to be MAINTENANCE AGREEMENT - 2 constructed or performed pursuant to this agreement, including, without limitation, the installation, maintenance and repair of the improvements, shall be constructed and performed in compliance with all laws, ordinances, orders, rules, regulations and requirements of any governmental entity having jurisdiction over the easement. 7. Enforcement. This Agreement shall be governed by and construed in accordance with the laws of Washington. In the event of any controversy, claim or dispute between the parties effecting or relating to the subject matter or performance of this Agreement, the prevailing party shall be entitled to recover from the nonprevailing party all of its reasonable arbitration and litigation expenses, reasonable attorneys' fees, accountant's fees, expert witness fees and costs, on all issues of municipal, county, state, federal and bankruptcy law. If any provision of this Agreement is determined by a court of competent jurisdiction to be invalid or unenforceable, the remainder of this Easement shall remain in full force and effect. 8. Successors and Assigns. The rights and obligations of the parties shall inure c2 to the benefit of and be binding upon their respective successors and assigns, and shall bind all invitees of Grantor. There is no restriction on the transfer of the parties' rights 00 and /or duties under this Agreement. r—r OWNER: 0'3 LO CLASSIC HOMES, LTD. 4 STATE OF WASHINGTON ) ct ) COUNTY OF PIERCE ) eside t John !AFP I certify that I know or have satisfactory evidence that John M. Long is the person who appeared before me, and said person acknowledged that he was authorized to execute the instrument and acknowledged it as the President of Long Classic Homes, Ltd. to be the free and voluntary act of such for the uses and purposes mentioned in this instrument. MAINTENANCE AGREEMENT - 3 s s. D TED: 114 - I Y 2002 / d Renee M. Richardson (Printed name) Notary Public nn My Appointment Expires: Oct /7/5 z I �w w J .0 w u . w �0 w D O 8P- 0 u , 0 u.� O ui Z p PRIVATE DRAINAGE EASEMENTS LEGAL DESCRIPTIONS AN EASEMENT FOR DRAINAGE PURPOSES OVER THOSE PORTIONS OF LOTS WITHIN THE PLAT OF FOSTER HEIGHTS ACCORDING TO THE PLAT AS RECORDED IN VOLUME 200 OF PLATS, PAGES 89 TO 91, CITY OF TUKWILA, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: LOT 1 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY. NORTHERLY AND EASTERLY 5 FEET THEREOF. LOT 2 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, NORTHERLY AND EASTERLY 5 FEET THEREOF. LOT 3 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, NORTHERLY AND EASTERLY 5 FEET THEREOF. LOT 4 - THE WESTERLY, SOUTHWESTERLY AND SOUTHERLY 10 FEET THEREOF. TOGETHER WITH THE NORTH AND EAST 5 FEET THEREOF. LOT 5 - THE WESTERLY, NORTHWESTERLY AND NORTHERLY 10 FEET THEREOF. TOGETHER WITH EAST AND SOUTH 5 FEET THEREOF. LOT 6 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, SOUTHERLY AND EASTERLY 5 FEET THEREOF. LOT 7 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, SOUTHERLY AND EASTERLY 5 FEET THEREOF. LOT 8 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, SOUTHERLY AND EASTERLY 5 FEET THEREOF. LOT 9 - THE NORTHERLY 10 FEET THEREOF. TOGETHER WITH THE EASTERLY 10 FEET OF THE NORTHERLY 40.07 FEET (AS MEASURED ALONG THE EAST LINE OF SAID LOT 9) THEREOF. TOGETHER WITH THE SOUTH 5 FEET THEREOF. TOGETHER WITH THE EASTERLY 5 FEET OF THE SOUTH 43.44 FEET (AS MEASURED ALONG THE EAST LINE OF SAID LOT 9) THEREOF. TOGETHER WITH THE WEST 10 FEET THEREOF. LOT 11 - THE WESTERLY 10 FEET THEREOF. TOGETHER WITH THE NORTH AND SOUTH 5 FEET THEREOF, LESS THE EAST 25 FEET THEREOF. TOGETHER WITH THE WEST 5 FEET OF THE EAST 30 FEET OF SAID LOT 11. LOT 12 - THE SOUTHWESTERLY 10 FEET THEREOF AS MEASURED RADIALLY FROM NORTHEASTERLY MARGIN OF THE CUL -DE -SAC FOR SOUTH 145 STREET. TOGETHER WITH THE EASTERLY, NORTHERLY AND WESTERLY 5 FEET THEREOF. L LOT 14 - THE SOUTHERLY 10 FEET AS MEASURED FROM THE NORTHERLY w MARGIN OF SOUTH 145 STREET. TOGETHER WITH NORTHEASTERLY, THE NORTHWESTERLY AND SOUTHWESTERLY V o 5 5 FEET THEREOF. 0 o LOT 15 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE EASTERLY, N E NORTHERLY AND WESTERLY 5 FEET THEREOF. w o dk2 LOT Ib - THE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 10 FEET 15 '"+ THEREOF. TOGETHER WITH NORTHERLY AND EASTERLY 5 FEET N d co THEREOF. w z C O C U 0 ,. O N t Pal X 1 0 Oa 0 u. 5 . z a (0 on o � z d m v iTn a c m o m ca O m m N o C) O 0 M 05/21/1999 23:29 2539835742 io 3uoW4 &VON Wiluoo '0N A JAN -17 -1999 r1 dJ (719: PRAM T(1 RJOHNSTON 0 ON unused 'otd k . 1 oN so sus- uo'uWJ.d/rwetd po %oiddr atV .1.biQ►d3U 01314 AVM o490 - 9pi ( v) xvI 0LW1C1 M9) a• 101 • o9cCcro (01)1 WOOS VM 8 $fl 4Y • LOS eons "3N 00,14 %MCt Soot IsIWfit IlLutst t%IVM1t tpltttilux to - au' 'S1uexins qua PAGE 04 PAGE:4 January 17, 2003 Mr. Charles Prib 14205 SE 255 PI Kent WA 98042 Dear Mr. Prib: Sincerely, encl Kathryn A. Stetson Permit Coordinator City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 to Revision #2 Development Permit Application Number D01 -080 Foster Heights Lot 1 4830 S 146 St 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 fit the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Planning Division and Firc Department and have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) g tugete afy of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. ' v is . accepted through the mail or by a messenger service, If you have any questions, please contact me at (206) 431 -3684. xc: File No. D01 -080 Lt ' • I 1 I ' Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 15, 2003 PROJECT: Foster Heights Lot 1 PERMIT NO.: D01 -080 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. Please submit a letter from the geotechnical engineer approving rockeries and its drainage with a statement that they have reviewed the revised plan sheet and that lot 1 was constructed in accordance with the geotechnical recommendations. PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 26, 2002 PROJECT: Foster Hts SFR- LOT, I PERMIT NO: DO1 -080 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) Please submit a private storm drainage easement and a maintenance agreement for 6" PVC rockery drainage pipe between lots 1 and 8. This requirement is based on an assumption that lot AS -BUILT plan is drawn correctly. Sent by: . t7/2'd Earth Consultants 1 I T62'ON -, .. . •.• v ....� Earth Consultants Inc. PROJECT N0. t 01 & ;=;1. Gaoroertrrlcel &>doieerz reologsii ♦ erwirenrrenoJ 9tlarta4 105. 136th Piste N.E. sum 201 Bolamic WA 9®05 Balms (425)C4347811 FAY (425) 740893 Tdl Free (8a5)7395870 MEMORANDUM FOOTING EXCAVATION OBSERVATION • 1 1 i DATE OBSERVED •42. PROJECT NAME _e_ 1/. _ M99g° PROJECT LOCATION Colerk ILI OWNER OR CONTRACTOR .4 �. DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE:: N.Q`'- 1 Z 1 K I O REMARKS: A "_ ?'. ,SQ• / .� Dy�t �.a... ...---...— eXehae ifae.... 1aag s: - sue e'$. 2 "&— ^ri �uciles After - ?bs The undoralpr+ad Ace observed only the footing and/or caisson mcoava ons bated above. The fps obseNadon are only valid fora period of a8 hours. It any change hi the con • bona occurs. promptly nob siaa►TURC NANB - S3WOH OISSf ONO1 Its of oils be Wd6P:IT TO02'TI'030 FOOTINGS CONDOMS OBSERVED • 1 -- .c.. _ - _ P - i z..._.-.-;_-_. sir Q ! -' - .. • H .o._..>r......_- r.. ..... _ ....... Sent by: . t7/2'd Earth Consultants 1 I T62'ON -, .. . •.• v ....� Earth Consultants Inc. PROJECT N0. t 01 & ;=;1. Gaoroertrrlcel &>doieerz reologsii ♦ erwirenrrenoJ 9tlarta4 105. 136th Piste N.E. sum 201 Bolamic WA 9®05 Balms (425)C4347811 FAY (425) 740893 Tdl Free (8a5)7395870 MEMORANDUM FOOTING EXCAVATION OBSERVATION • 1 1 i DATE OBSERVED •42. PROJECT NAME _e_ 1/. _ M99g° PROJECT LOCATION Colerk ILI OWNER OR CONTRACTOR .4 �. DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE:: N.Q`'- 1 Z 1 K I O REMARKS: A "_ ?'. ,SQ• / .� Dy�t �.a... ...---...— eXehae ifae.... 1aag s: - sue e'$. 2 "&— ^ri �uciles After - ?bs The undoralpr+ad Ace observed only the footing and/or caisson mcoava ons bated above. The fps obseNadon are only valid fora period of a8 hours. It any change hi the con • bona occurs. promptly nob siaa►TURC NANB - S3WOH OISSf ONO1 Its of oils be Wd6P:IT TO02'TI'030 October 3, 2002 Charles Prib 14205 SE 255th Place Kent, WA 98042 RE: Permit Application No. DO1 -080 4830 South 146th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. O W U � O — O t wW This inspection is intended to determine if substantial work has been accomplished since issuance of the permit u. I- u. or last inspection; or if the project should be considered abandoned. 0 Based on the above, you are hereby advised to: Z If such determination is made, the Building Code does allow the Building Official to approve a one -time tJ N extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why O circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to November 2, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefanie Spencer Permit Technician Cizy of Tukwila Xc: Permit File No. DO1 -080 Bob Benedicto, Building Official Department of Community Development • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206- 431 -3665 z 1 N 0 W = J N � w Sf- W Z � Return Address CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433-1800 Document Title(s). Parties: Other: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Address City 1111 20010803 a / 3 '�e KIN COUN Y, 4A CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET NDI GP,aANDII16 L?1NANCE OgLI&4T1Q} FOR Fk ki UANDER6LOt4N IN . Wli LOF SCTT Last First Initial TRIDOR into r ,f Company Name (if hilliness) Z2,2k Eo �. ': • A 5Q4WeI a `18121 State Zip 1 UNDEZ Legal Description: 4.O'�+S '��t k ' 41Q Me1�•i,tt� t L200o -026 i to ,?.0�?►t�7a. . Assessor's Property Tax ParceVAccount Number(s): 261000 -0010 261000 -0020 ZGto•, »•/ ► 61000 - ►� I BS - 0to 050 t��� -� . 61�.�• /S •�.... 4 I. //��� t •• •r D -D80 Lot No. Tax Parcel No. Address 1 240(007) - 0010 '/$30 5. i g(o Sf 2 /.lv 1 ODD - D.DZo 4 -$2-o '9 li(-(f, 5� 3 Vo ( Do0 - 0030 di-vIv S. Ili-to St 4 ZCot ow - ooX10 141 -sw 41 A-u s 5 2{p( Pop - C:050 t 450 zli All S 6 Mot DM- 0 0 t'cd 4 W1 S X45 <L 7 VP/ Obb - bo70 4D15 5 145 8 2.61D00 - DOBD 1 025 5 Ns SL: 9 Z.& 1 DC0 - 00 90 4835 5 I4 10 2toI oob- 010D 4 1 cllS 5 11(5 5t 1 1 'LfnlODD- 0110 19E5 s KS .` 12 2.(vtbab -DITo 12330 5 fr4s'C 13 Zto l 0 do - 0130 *to S I c {5 % 14 1(9100t)• 01(1 -0 1a12 6. f45 5C. 15 if. Ioot� - otSo g8t7� s �r ES 16 Z b 10 0 b. D i t 1502 5 11.5 St • C.0 C•7 0 00 0 r-4 ri UNDERGItOUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed system upgrade at Foster Ileights 16 -lot subdivision development, File No L2000 -026, at 47 "' Ave South and South 145 "' Street requires undergrounding per Ordinance 486, 924 and 1321 A LUNG 5 . 1417th 5TREET - 5EE Orr/la-1 MM" A , In compliance with the requnements of Oidinance No 1607 the property owner of this single - family development has demonstrated application of the Underground Ordinance will create undue hat dship if cart red out as part of the development The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share o said undetgtminding fronting their property Furthermore, if the L I D /U L I D proem is used to carry out the construction of this undergrounduig, the Owner waives the right to protest L 11) or U 1 I I) formation for this undet grounding Owner retains the right to contest the method of calculating assessments in such L 1 U and the amount thereof to be levied against the Owner's subject property, and othet limpet ty owned by Owner which would be within such I . I D This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35 91 RCW and the cost of said iecording will be paid by the City This Agreement shall be binding upon the parties, their respective heirs, legal reptesentatives, assignees, transferees and successors This Agreement runs with the land z I re 00 coo w 0 u. w Z jE U O O N O H w w o ta ~ O z • APPLICANT: Applicant (Signature) CITY OP TUKWILA Applicant (Print Name) T.. %c4, i— .� �G , Z22 ' 147/;c2, a1 Street Address 7 /2_ -c0( Date /7h- 1V2,- 77 - 3s Phone City, State, Zip STATE OF WASHINGTON ) I , k ) ss County of Mgt ) On this day personally appeared before me -- LJ K10 to be known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged tha is she /they signed the same a ler /their free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this i Z day of -- (.5 1 - 3ur�su. lie Works Director Print Name NOTARY PUBLIC IN AND FOR TILE STATE OF WASHINGTON, RESIDING AT My commission expires Signature //` '- , T! L/1.°©i Date z O C m ° P. CV X d� o 0 a mm o '{ Di O cI O C C) C C) 8m o O r-I z U m � CN Glt 1 D 'n r 0 m Zr) m co O 0 O 0 C C c m � z •b_ i,. 6 - 4 i i -r • ) 4 f 3 W i '4 - 51ST AVE B I ` .• I I ` I 0 i a n n U' to • r I " • I r• . ' • - ._ _`isweJ ....... r RCC 0 • •y • I � 0 11 I I a• t I ► I If C R I Loa !ICC T - , -- - - -- I. I C I fi I �. if WA?TSUN 5.5B FILE: C: \ \WATTSUN5 \ \LCH452.WS Site: Homeowner: Builder: The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing @11% Doors AG Wall - Ceiling Infiltration 1994 WA STATE ENERGY CODE COMPLIANCE REPORT House Type: Single Family NV. Description • Struc Mass Light Frame, Sheetrock walls - •LTR #�__ Analyst: Jurisdiction: Utility: R19 vented Joist 16oc 2g1 Wood /Vinyl <1/2 ", Clr Metal 1 3/4 ", urethane flush +tb R19 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Floor Area: 2031 ft2 Weather Data: Seattle, WA Climate Zone: 1 REFERENCE PROPOSED 467 403 Btu /hr —F 9.99 9.49 kWh /ft2 —yr Reference Value X Area = U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA Value U -0.041 U -0.630 f! U -0.140 U -0.062 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 HOUSE ID: LCH452 1340 54.9 304.6 198.0 36.0 14.0 2451 152.0 1340 48.2 18270ft3( 117.0) X Area = 1340 54.9 218.0 137.3 36.0 5.0 2538 157.4 1340 48.2 18270ft3 (117.0) Proposed UA 403 M 3.000 2031 6093 10/15/99 UA 467 UA WATTSUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 10/15/99 FILE: C: \ \WATTSUN5 \ \LCH452.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: SUPPLY RETURN Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION Location PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 2.2% Vented crawlspace Attic or garage PROPOSED Gas Furnace DEFAULT - 78 % 61 % 0.60 27438 Btu/hr 6575 Btu /hr(24 %) 34013 Btu /hr 51000 Btu /hr (150 %) 96 MBtu $ 550 Integrated Spot & Whole House NONE • 0.0 (Ducted) Btu /hr tons( @125 %) kWh /yr Partially Shaded Avg Rvalue R— 8.0 R— 8.0 Surface Area 406.2 ft2 81.2 ft2 PROPOSED North 218.0ft2 Northwest : West Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. HOUSE ID: LCH452 NO MANUFACTURER FRAME MATERIAL MCDEL # , SIZE U•V ALUM AREA S.F. 6 P�Sa By it-1 —, --- p 1 "I —I 6 c9/ 2-0 K,& - 50 .4 / I --le— —lc-- iftp *7-c K . 50 5o 3 -t( t c /o .5Q ¢ - 50 6.62 - /1- -k--- 8 3-v x Co • ,o (0_ `a' !` --7' -- -it-- erZa 0 -o K 3.-0 -(7 / -/ _ (c_--- c5 &p 2'.. c.b-o - t� I 4 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: 9 s (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. MArk option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE i TOTAL GLAZING AREA 2/79 ENRGYCOD.DOC 2/13/97 Aftlenet CIT a OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 • S.F. . ► f TOTAL CONDITIONED FLOOR AREA 20 go TOTAL GLAZING AREA 2 /7 � (add entire column) S.F. x 100 = ► P ROPOSED GLAZING PERCENTAGE � q The proposed glazing percentage must be less than or equal to the glazing percentage listed underthe prescriptive option that is selected. . ACTIVITY #: 1 ► f Z ~ W U Q (no -1 N u- W 2 u. ? W W O O t- z U 0 z ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMU'A AT .25 W.G. MFR./MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FANS 100 CFM �C 1.-.&— 4 1 27 /4° // / BATHROOM FAN JJ �J' I 50 CFM • / t,.' /.— ff 72 CF/I BATHROOM FAN -/ ' I/' 50 CFM (rf/ � p 7° crt7 BATHROOM FAN - 50 CFM LAUNDRY FAN 50 CFM - ❑ WHOLE HOUSE FAN' " CO 50 CFM (1•2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) – 100 CFM (4 BEDROOMS) /../L./ Z 4.,L /y 7 (Ft ❑ .Whole house fart also serves as a kitchen or bath spot fan: 1, YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listtd 0 Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run . from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): t Each bedroom: Tested, screened, controllable, through -wall port ( > 4 sq. in.) to the exterior. --- <%,! Overall living area: One wall port as specified for bedrooms. OR: ° " ❑ Central forced air furnace which delivers outside makeup air through the ducting system. • cvRt.Yrnn nnr ?/1. CITY L TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. Glazing rna*:, % of floor, • . U Door. U - value (R- Value) Callings ::w '..vaulted Walls: above grade below grade. Interior'° " • OR exterior Floor Slab on grade • • NRr:Yr'r-n nnr 7/1.;/Q7 HEAT SOURCE:. OTHER (gas, oil, propane, heat pumps) OPT I 0 ' S 0.70= 0.40 (R -2.5) R - FR-30c R -15 R -15 .R -19.: R - 10 OPT II 0 >:78 12% 0.65 0.40 R -30 R 30 R -15, R -15 R -10 . R -19 R -10 Selected Option is appropriate for this dwelling design. choice. Notes: Approved by: OPT III OPT IV 0 AD 21% 0.75 0.40 . (R -2.5) R -30' R -1 R -19.. R -1,o. R -19 R -;10 > .78 21% 0.65 0:40 (R -2.5) R -30 R-30 R -19 R -19 R -iO R -19 R -10 two stories The " >" symbol means more than or equal "s" means less than or equal to. Glazing trade -offs may be made if the Option U -value requirement is not exceeded. OPT V OPT VI* 0 0 > .74 >•.78 21% 25% 0.60 • .0.50 0.40 0.40 (R -2.5) (R -2.5): R -30 R -38 • . R -30 - R -19 R -19 R -19 R -19 R - .R =10 R -19 R -25` R -10 . :. R -10 CI YES ❑ No Option may be a better OPT VII* 0 > .78; 30% 0.45 0.40 - (R -2.5) R -30 R -30 R -19 R -19 R -10' R -25 -R -10" PLAN REVIEW (for offfclal use only) Date: Gfaal"ng: max: : of floor 11- value Doo U -value (R- value) C eiling s :, wlth attics vaulted • Walls: above,grade • . below grade • interior OR exterior. Floor • Slab on:gret e Approved by: 4 1 ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R "'OCCUPANCIES, CLIMATE ZONE I OPT I 0 0.40 R -38: HEAT SOURCE: ELECTRIC (except heat pumps) OPT II OPT III OPT IV OPT V OPT VI OPT VII* 0 0 0 0 0 0 • 12°10,:;::. ... O.43 0.20.. (R -5) R -38 R -30 12% . 15 %:.: . '18% 0.40 : 0.40:: ,.:.. 0.39 0.40 0.20 0.20 (R :2.5) ' (R -5) (R -5) R -38 R -38 R•38 R -38 R -30 R -30 R -30 R -30 R -21 R -21, . R -10:.= R -30 R -10, . R -19 R -19 R -10 R -30 R -10 R-21 R -21 R -10 R -30 R -10 < two stories R5 foam sheeting required in addition to R19 cavity insulation. Glazing trade -offs may be made if the Option U- value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. choice. Notes: 10 YES Q NO Date: 21 %• 0:36 •�' 0.20 (R -5) R -21 R -21 R -10 . R -30 R -10'. Option : •25 %0. :'0.35 '0.20: (R =S). .. R -38 R-30 R -19 :R -21 R- 30' .-... R -10 may be a better 4 OPT V111* 0 30% 0.32 0.20 (R -5) R -38 R -30 R-19 R-21 ' R -1d R -30 R -10 i z w tY 2 UO i _ u- w u.? Y.2d z i-0 : ° 0H W II Z U = O } z 1 LONG CLASSIC HOMES RESIDENTIAL PROJECT Copyright 2000, SEGA Engineers STRUCTURAL CALCULATIONS Job No.: 99 -089 Location: Lots 1 , Foste eights Tuk . ' a Washington FOR THE Plan No. 452 December 26, 2000 22928 SE 312' ST Black Diamond, OVA 98010 SEGA Engineers /Structural & Civil Consulting Engineers (360) 886 -1017 INCOMPLETE E;#�� bofr LT A SCOPE OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, w the floor framing is joists, and the foundation is typical concrete strip footings w with a slab on grade. - U o The use of these calculations is limited to a single subdivision referenced on the ▪ w cover sheet. The cover sheet should have an original signature in blue ink over the seal. Please contact SEGA Engineers for use at other sites. w 0 SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No u. other warranty, either expressed or implied is made in connection with our w rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee receiied by SEGA Engineers. w uj Questions regarding the attached should be addressed to SEGA Engineers. o N o • Greg Thesenvitz, PE w SEGA Engineers 0 —. u. o w z _ 0 GENERAL STRUCTURAL NOTES I CODE: All construction shall be in conformance with the Uniform Building Code (UBC) 1997 Edition. DESIGN LOADS: Roof Floor Wind Live Load Dead Load Live Load Dead Load Basic Wind Speed .80 mph Exposure B Seismic Zone 3, C = 0.36, R = 5.5 INSPECTIONS: No special inspections are required. Notify building department for building department inspections as required by local ordinance. FOUNDATIONS: Extend footings to undisturbed soil of 2,000 psf soil bearing capacity (assumed), Bottom of exterior footings shall be minimum 1' -6" below outside finished grade. Backfill walls with a well draining material free of organic material and debris. CONCRETE: Use minimum F' = 2500 psi with 5 sacks of cement per cubic yard of concrete and a maximum of 6 gallons of water per 94 lb. sack of cement. Maximum sized aggregate is 1- 1 /Z'. Maximum slump is 4 ". All concrete shall be poured monolithically between construction or expansion joints unless shown otherwise. • REINFORCING STEEL: All reinforcing steel shall be grade 4o deformed bars in accordance with ASTM specification A- 615. Lap all splices 32 bar diameters or 1' -6" minimum unless otherwise shown. Provide elbow bars (32 dia.) to lap horizontal steel at corners and intersections in footings and walls. Reinforcement shall be accurately placed and adequately supported by approved chairs, spacers, or ties and secured in place during grout or concrete placement. Minimum Concrete Cover For Reinforcing Steel: Use Slab And Wall Bars: Interior Faces Exposed To Weather Or Earth Footing Bars Copyright 1999, SEGA Engineers 25 psf (Snow) 15 psf 40 psf (Residential) 10 psf Protection 3 n a 1 . ( #5 And Smaller) 2" ( #6 And Larger) 3" • Copyright 1999. SEGA Engineers TIMBER: All lumber shall be as follows u.n.o.: Beams DF #2 or better Posts DF #2 or better 2x framing HF #2 or better All 2x -- timber shall be kiln dried: All grades shall conform to "WWPA Grading Rules For Western Lumber ", latest edition. All wood in contact with concrete shall be pressure treated. Maintain minimum 6" clear between wood and exposed earth. All nails shall be galvanized box or common nails. All minifnum nailing shall be per UBC Table 23- I1 -B -1 u.n.o. Machine bolts to be A -307. Bolt heads and nuts bearing against wood shall be provided with standard cut - washers. Miscellaneous hangers to be Simpson or ICBO approved equal. All hangers to be fastened to wood with proper nails. All holes shall be nailed. GLUED LAMINATED WOOD MEMBERS: Glued laminated wood beams, Douglas Fir, kiln- dried, stress grade combination 24F -V4 (Fb = 2,400 psi) for simple spans and 24F -V8 for cantilever and continuous spans. Glue shall be casein with mold inhibitor. Bottom lam to be free of unsound knots larger than 1 /2" diameter. AITC stamp and certification required. BEARING WALL FRAMING: All bearing wall.door and window headers not called out or otherwise noted on the plans shall be 4 x 10 DF -2 with one cripple and one stud each end for openings 5' -0" or less and two cripples and one stud for openings more than 5' -0" wide. All columns not called out on the plans shall be two (2) studs. Spike laminated columns together with 16d @ 16" o.c. staggered. Overlap top plate splice minimum of 48" and nail per UBC Table 23- II -B -1. FLOOR AND ROOF FRAMING: Provide double joists under all parallel partitions that extend over more than half the length and around all openings .in floors and roofs uno. Apply 3 /4" rated sheathing (40/20) nailed to floor framing members with 8d galvanized box nails at 6" o.c. at all supported edges and 8d galvanized box nails @ o.c. at interior supports unless noted otherwise on plans. Apply 1 /2" rated sheathing (24/0) on roof nailed to stiffeners or rafters with 8d galvanized box nails at 4" o.c. at gable ends, 6" o.c. at all other supported edges, and 8d galvanized box nails @ 12" o.c. at interior supports unless noted otherwise on plans. Blocking of interior edges not required unless noted on the plans. Lay sheathing perpendicular to framing and stagger panel edges. SHEAR WALLS: All shear wall sheathing nailing and anchors shall be as detailed on the drawings and noted in the shear wall schedule. Use APA rated sheathing with minimum 3 /8" thickness (OSB or T1 -11) and nailed with a minimum panel edge nailing of 6d © 6" o.c. and 6d @ 12" o.c. in field. Block all unsupported panel edges. All headers shall have strap connectors to the top plate at each end when header interrupts top plate. Use 'Simpson' MSTA24 connectors u.n.o. ROOF TRUSSES: Trusses to be designed and supplied in accordance with UBC Section 2321 by a professional engineer licensed in the State of Washington. Roof trusses shall be plant fabricated. Members shall be sized to accommodate a 25 psf snow Toad and all dead loads. All mechanical connectors shall be ICBO approved and Toads shall be in accordance with the allowable Toads. Manufacturer shall provide all framing -to -truss and truss -to -truss connection details and required connection materials. Fabricator shall submit shop to the building department for approval and verify all truss lengths prior to fabrication. Shall be corrosion - resistant and if made of sheet metal, shall have a minimum size of no. 22 gauge by 1 inch or if of wire, shall be a minimum of no. 9 gauge. Anchor ties shall be spaced so as to support not more than 2 square feet of wall area but not more than 24 inches on center horizontally. GENERAL CONSTRUCTION NOTES: All construction shall conform to the Uniform Building Code (UBC), 1997 edition. The contractor shall be responsible for all safety precautions and methods, techniques, and sequences or procedures required to perform the specified work. The contractor shall verify all z dimensions and all conditions at job site including building and site conditions before ee w commencing work and be responsible for same. The contractor shall provide temporary - bracing as required until all permanent connections and stiffeners have been installed. The o contractor shall coordinate with the building department for all building department required 2 inspections Do not scale drawings. lice only written dimen The detail shown are typi N � and shall be used for like or similar conditions not shown. Variations and modifications to work o shown on these drawings shall not be carried out without written permission from the architect. 2 512 a W • Z O W U O . aH W � 1- W Z e N O MASONRY VENEER TIES: Copyright 1999, SEGA Engineers I • 1 %" RATED SHEATHING 8d g 6" O.C. 2x VENTED BLOCKING. •NAIL TO TRUSS e EACH END. SHEATHING AND NAILING PER PLAN OR SCHEDULE. • 'SIMPSON' HI FRAMING ANCHOR. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4' -0" MIN, 4 NAIL w/ 16d e 8" O.C. STAGGERED COPYRIGI -1T 1999, SEGA ENGINEERS TYPICAL ROOF FRAMING CONNECTION LCH '452 SCALE: 1" = I' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 912th ST SE • Black Diamond, Washington 98010 (980) 888 -1017 • FAX 888 -1018 SHEAR IUALLSHEA T RING AND NAILING PER PLAN OR SHEAR IUALL SCHEDULE. • • GABLE END TRUSS 'SIMPSON' 435 9 32" O.C. LCH •452 SCALE: 1" = I' DBL 2x TOP PLATE. LAP SPLICE 4' -0' MIN. NAIL w /16d 6 8" O.C. STAGGERED. " RATED SHEATHING • COPYRIGHT 1999, SEGA ENGINEERS O ROOF FRAMING € G4 LE END SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888 -1017 • FAX 886 -1018 ROOF SHEATHING PER PLAN TRUSS OR RAFTER PER PLAN EXTERIOR SHEATHING PER PLAN OR SCHEDULE. 2x NAILER OR TRUSS w /I6d 8" 0.C. 8d 4" O.G. 2x BLOCKING 2x STUD COPYRIGHT 1999, SEG,4 ENGINEERS ROOF FRAMING e SHEAR LUALL LCH *452 SCALE: 1" : 1 SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888 -1017 • FAX 888 -1018 'SIMPSON' NOLDOWN STRAP PER PLAN SNEATNING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING COPYRIGHT 1999, SEGA ENGINEERS SOLE PLATE NAILING. USE 16d e 16" O.C. MIN. SOLID RIM JOIST " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4' -0" MIN, 4 NAIL wJ 16d e 8" O.C. STAGGERED. 2x STUDS PER PLAN. (BEAM AT SIM.) TYFICAL FLOOR FRAMING CONNECTION LCN "452 SCALE: 1" = }' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 980t0 (380) 888 -10t7• FAX 886 -1016 'SIMPSON' HOLDOUN STRAP PER PLAN • SHEATHING 4 NAILING PER PLAN • JOIST PER PLAN COPYRIGHT 1999, SEGA ENGINEERS F. 00" F"'AMIN a CANT. JOIST LCH $452 2x BLOCKING w/ 16cl TOENAIL AT 8" O.C. SCALE: 1" SOLE PLATE NAILING. USE 16d e 8' O.C. UN.O SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond. Washington 98010 (980) 888 -1017 • FAX 888 -1016 • • CONTINUOUS RIM JOIST /— Sd " O.C. 3 /4" SUBFLOOR 'SIMPSON' A35 16" O.C. JOIST PER PLAN 51-- EATNING 4 NAILING PER PLAN COPYRIGI-IT 1999, SEGA ENGINEERS 0 FLOOR FRAMING ' INTERIOR SHEAR WALL LCN "452 SCALE" I" = I' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 912th ST SE • Black Diamond. Washington 98010 (380) 888 -1017 • FAX 888 -1018 r SHEATHING PER PLAN OR SCHEDULE "4 BAR CONTINUOUS (TYP TOP 4 BOTTOM) 'SIMPSON' HOLDOUN PER PLAN 1999, SEGQ ENGINEERS n / FRAMING '� FOUNDATION LCH. "452 SCALE: I" : 1' \>> 7 • A 2x STUD PER PLAN. USE D5L HOLDOWN. SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT SASE. 2x PT SILL UJITH 5 /8" DIA ANCHOR BOLT. CONCRETE FND PER PLAN SEGA Engineers, /Structural & Civil Consulting Engineers 22928 3121h ST SE •Black Diamond, Washington 98010 (360) 886-1017 • FAX 886 -1016 •'SIMPSON' NOLDOWN STRAP PER PLAN OR M5TC40 MIN. "4BAIR " O.C. HORIZONTAL. • EXTERIOR SHEATHING PER PLAN 'SIMPSON' HOLDOUJN PER PLAN "4 BAR fp 16 " O.G.- VERITCAL • \ \ / \ \/ // z \ "4 BAR CONT. (TYP OF 2) COPYRIGHT 1999, SEGA ENGINE N e 0 CRIPPLE LU4LL FRAMING AT FOUNDATI0\ LCH "452 - SCALE: 1" = 1' MIN. (29 2x STUD 6 HOLDOWN 2x PT SILL lu/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 /8 " AT 60" O.C. MIN. 48" MAX. SEGA Engineers, /Structural & Ci ,il Consulting Engineers 22028 912th ST SE • Black Diamond. Washington 98010 (980) 888 -1017 • FAX 888 -1018 SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF Z H DL Roofing (Comp) 3.5 psf ct 1 " ' /2 "OSB 1.8 a - 2x ca� 24" 3.5 0 0 5 /8" GWB 2.8 0 Insulation 1.1 Misc. 1.5 u) 14.2 psf w 0 LL Snow 25 psf (115% Load Duration) g d - Reduction, Rs -0.82 psf - to d 6/12 pitch = 27 deg w - Z • Total Roof Load 38.4 psf V FLOOR 2 D DL 3 /4" Plywood 2.3 psf o N 2x12@16 "oc 3.3 0'- Flooring 0.5 w w 5 /8" GWB 2.8 LL H 16 DECKS WALLS Copyright 1999, SEGA Engineers Misc. 1.5 10.4 psf v N LC Residential 40 psf z 0 I- z Total Floor Load 50.4 psf DL 2 z Decking 4.3 psf 2x10 @16 "oc 2.8 Misc 1.5 8.6 LL Residential DL Total Deck Load Siding 3.0 1 /2" Plywood 1.5 psf 2x6 @16 "oc 1.7 Insul 0.6 1 /2" GWB 2.2 • Project LCH #452 Job No. 99 -089 By: GAT Checked Date: 10/18/99 Sht 1 of 40 psf 48.6 psf 9.0 psf • A SEGA Engineers / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY 130-401 Q qm. PA-1 • 14 +Ito LS"r'S;) V ( E)(° e Bni e_ 6-4-FA C7 Copyright 1999. SEGA Engineers • = 750 (12/ t t i .. __ . 9 PROJECT L(-W # dSZ JOB NO. '79.0g e P7• 3 )-/z (7 437v 5'644) = CO, 39, - .,r /Z, • 1 Q 041-). (, A ? (a; - =1(,Fr Ca (1i Z 4- k. • FIGURED BY 64 DATE .&4 SHEET z_ OF a 17 Ole • %e, ,rJ3„ o f >/3•S (0[4 • NO • SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 LATERAL LOADS SEISMIC Maximum Base Shear, V = 2.5 C I W R . WIND For W: where, Ca = 0.36 Zone 3, SD, Table 16 -Q I = 1 Table 16 -K R = 5.5 Table 16 -N W = Seismic Weight ' Wroof = Wfloor = Design Base Shear: (Wind) (48ft) (28ft) (16psf)+ (2) (48ft+ 28ft) (4.Oft) (9psf) = 27 kips (48ft) (28ft) (14psf)+ (2) (48ft+ 28ft) (8.Oft) (9psf) = 30 kips W total = 57 kips Design Base Shear, V = ( .164) (57 kip) = 9.3 kip E = ( 1.00) (9 kip) = 6.6 kip Eq. 30 -1, Sect. 1612.3.2 i.4 Design Wind Pressure, p = Ce Cq q I where, Ce= 0.62 0 -15ft = 0.67 20 ft = 0.72 - 25 ft C = 1.3 Method 2 qs = 16.4 psf 80 mph 1 = 1 PO -15 = ( 0.62 ) ( 1.3 ) (16.4 psf) ( 1 ) = 13.22 psf P20 = ( 0.67 ) ( 1.3 ) (16.4 psf) ( 1 ) = 14.28 psf P25 = ( 0.72) (1.3) (16.4 psf) (1) = 15.35 psf Vf /b= (30ft) (10ft ) (13.2psf) + (30 ft) (5ft ) (14.3psf) + (12ft) (5ft) (15.4psf) = 7.Okips Vs /s= (46ft ) (10ft) (13.2psf) + (48ft ) (5ft ) (14.3psf) + (34 ft ) (5ft) (15.4 psf) = 12.1 kips Therefore, Wind Loads Govern for Lateral Design - Each Way Project LCH No. 99 -089 By: GAT Checked Exposure B Date: 10/18/99 Sht. c 3 Sect. 1630 Eq. 30 -5 Eq. 20 -1 Table 16 -G Table 16 -H Figure 16 -1 • Copyright 1999, SEGA Engineers 2292$ SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 SEGA Engineers PROJECT G / Structural & Civil Consulting Engineers SZ 1 `.-S)-IFAz \i/44 LL 1 1 : -i • . RaFr ="C - )E t 5►3. T3`6 \(.5' f 7 Ze" )-^ ) 3z Si-; Olt- 4' 14'.J.. /3.f =.3.5-h 5 r �- 15324 %5S' .43" -LF 4 = 1 f (4 k / 24.5' r: 597-Pc-P7 \ Ik4 - Z + i s , «+ Copyright 1999, SEGA Engineers 2 /S37_.* Az' r C.' ► r _ (i "( Id JOB NO. G -0S FIGURED BY 64 CHECKED BY DATE ' /en SHEET 4 OF • • zv ' 0 , d S 440- o lllob . 4d . arlit z Q ~ w cr 6 U 0 0 co 0 co w • u. w 0 u.? u) Z � 0 LLI w 0 o o— � �d W Z 0 ti t- =/y RP6/� _ _. . Oi /i `. �`` is , 1 . 2292$ SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 SEGA Engineers PROJECT G / Structural & Civil Consulting Engineers SZ 1 `.-S)-IFAz \i/44 LL 1 1 : -i • . RaFr ="C - )E t 5►3. T3`6 \(.5' f 7 Ze" )-^ ) 3z Si-; Olt- 4' 14'.J.. /3.f =.3.5-h 5 r �- 15324 %5S' .43" -LF 4 = 1 f (4 k / 24.5' r: 597-Pc-P7 \ Ik4 - Z + i s , «+ Copyright 1999, SEGA Engineers 2 /S37_.* Az' r C.' ► r _ (i "( Id JOB NO. G -0S FIGURED BY 64 CHECKED BY DATE ' /en SHEET 4 OF • • zv ' 0 , d S 440- o lllob . 4d . arlit z Q ~ w cr 6 U 0 0 co 0 co w • u. w 0 u.? u) Z � 0 LLI w 0 o o— � �d W Z 0 • SEGA Engineers , PROTECT Le _ # 2 / Structural & Civil Consulting Engineers 10B NO. ci ee_ 0131 FIGURED BY [EJ4T 22928 SE 312th ST • Black Diamond, Washington 98010 - (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE no* SHEET OF nEAft . • v ( V — -3 5 sto - +' : (. d. ) PS - 3n�(47 f i.t .5 . 1 4 { ` 1 4 5 — ZZ i .. . / ZZ $11EAj: \4AcL_ 4 . r 0 3140 WALL N I R t :. 3 ,551 0 l t 17� ar.r= 5 Fidde v , • 84h- • r {+') ( 13 r`f3 Copyright 1999, SEGA Engineers l A L- -ice 1 • MS7 2, • Z 1- W 6 00 CO 0 w J W u. a w ° Z W v ° _ OH tu g u- Q � Z 0 SEGA Engineers , PROJECT • / Structural & Civil Consulting Engineers • • • • JOB NO. 19 _02 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY Copyright 1999. SEGA Engineers L-c 4 z- C14r FIGURED BY DATE J ig l 4 /4 SHEET tp OFD I Mark , Minimum Sheathing (1) Sheathing Nailing (1) Sole Plate Nailing Anchor , Bolts (3) Remarks f> E> Min. 3 /e T1 -11 or OSB Min. 3 /8" T1 -11 or OSB 6d © 6" o.c. , 6d © 4" o.c. N/A 16d a@D 8 "o.c. 5 / 8 " © 60" o.c. 5 /8: © 48" o.c. Qatt = 195 plf , • Qa, = 295 plf • SHEAR WALL SCHEDULE Notes: 1) All walls designated "i>. " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per UBC Table 23- II -B -1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. 4) See NER -272 for alterante nailing / staples. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 10/19/99 14:55 LUMBERMEN'S 4507 -• 360 825 2327 ,.10/15/29 '13:09 rAA 233 735 11213 TRUSS - SPAN CORP. DOVNEY 1,ARE N0.694 001 ° g007/011 A a N n 4 A 4 A Scale. 1/8' LONG CLASSIC FiLF #1990772 TOFF 108990455 22 -00-CO 30-00-00 VALLEY FRAMING 8Y PIERS 8-00-00 , Dace. 10 -14 -1999 SAVED AS 452A LOCATION: L:\LAYOUTSILNGCLSIC PAWN 9Y: UKB • PITCH 6/12 TAILS 18" ICLI 25 PSF TCDL 7 PSF SCOL 10x PSF TOTAL 42x PSF INCOMPLETE 2)0/01124 5121 21 1 ?t 1 2s 4 LLANO SItLIFlCA110115 SPECIE GRACE PAKEL IS1 ,DF CROWS. '6R 1650E I- 4 OOT TOM CHORDS MSI1 16&OF 1- 3 AIS ►F STO/S1t10 S - 4 iC MAX POPLIN SPACING 52' DC. UM BC MAx TM IN SPACING 170' DC. port 1' • Scale 1/4' JOB NAM:' 1R -2 FILE N0 DATE DEStGiN BY Is SEC No 12 6.00 15 -CO -00 C17.583.1 C -31 TRUSS SPAI1 ... LOAD OURA1 TOa 1181,41EASC 1.1S SPACED 24 0' 0 C LOADING Lt ! 25.Df so. t 7 0) ON TO► 043Pc - 3?.o PSr of W SCUM C1Q10 • 14.0 PSF • tot& LOAD - 42.0 PSr. e5 F9F il(; .CItON man ON BOTt0% Cif AXIAL S11>ESS OILY. C5:5 s 1' Stlantallt 1 atal site Oital Oats sod ssaslI bass reeticblaOases 2. RAW in. arrabl+whim IMAM adawd il iOa+sr mat .I 1 1d caress.- gab lame saga kasha Mra 4I . 1. 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Use aids. ri Mire assn Mr• / Osasaiirts saasis arrs basal a Fa Use 4140sres stew Catab Fat MeMMSeas Ias'C as 1 C$O flR 41%$ 11 flsCinr s sa Pal441104wsoiciadb, Ps pub VC. 1s bslruss (III Airs= N p MarMI s rare Mabee MIR M • 1 ANSI /IP! SINGLE MEMBER FORCE ,N4NROM T t• -1714 a 1. 1S11 M IF -3Rt t 2- -1456 B 2• 1040 M c2. 503 1 3. -1165 B 3- 1511 08.30 503 1 1 - 1111 11 4. -301 LEFT - SEARING AREA REWIRED 150 IN) JOlNI 1 t 79 of / 2. 74 fir / 2 61 SC/ JOINT 3 1.76 of / 2.74 NF / 2 61 st'F MA1 LL O4FL • - 090' P 6 L/360 - 969' PAY rt oui • -.145" f 6 1.1240 - 8.4S4' MAX MORI /. LL DM -' 041' 1 5 MAt ++oa/E. TL OEFt. • .060' PS C -44 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1110 RIGHT - • I tip TRUSS- SPAN Lumbermen s Building Centers Coovr)Dnt le) CerapuTruS In C cn Y r - C V - c. m L o� CD 4 1.1 Qr m CD - IU ;in 0 Iv u L.1 1V r c a 4 c r 3 V a m 4© C .m - IV i 1ua101a • Jcif icolorts SUE CLE GRAN Pu&L 1S> IOP CMGPDS' 2a 4 Miq 1650E 1- 4 a0T10» CHOWS' Za 1 NSIT 165GF 1- 3 • 1.EBS 2a 4 of S10 /S1U0 1- 1 TC MAK PURL IN SIPACLNG 60' DC. UON 8C MAX RJPLIN SPACING 120• iC. 110N Mao LL I'l - -.OiO' P 1 11 .160 • 703" Max IL OM o - 074' 0 7 L/240 • 1.054* MAX NOR11. I.L OEFL - 071' 3 5 NAX NOR1I. 1L OEFL • .031' ! 5 SEG. NO Scale: 0.1125 .10E NAME. 99 -0110 TR - DESIGN BY p.51 / / a,hri FILE NO. - 7_- DATE /-- 1t -06-00 1 Mel Alfa Came % SUM aalYa.aitpallta 2 SAM and MOM =IMO. east loo arrwed411Caaw Now AN OW ones baa.acramCaoaaanwasa. 1 IsaargaaaawaaaiIPa % diodut roatoaa. a ALaialtlimeasoar3 ratat oat wrpllryattlmural 1 alas mats d TalaSaaoaura as uogattAa la sodaaaitr • 1N Oat Moat MagWY& 4aoaaaaa ail aanlamara4 n anglos iMa mbar tan Malt bt woo Vas Oagabah r Wad Ot a'*/ aapaaafti • Tar.Sfsa mama t• oartostOtt tog tb magma 3. T1 *Aga a WOWS oan /ptibaslas a ova Ibitaa Of she Duo Iwo u.lau a IOW Oman Soma : • ay/ ..aa01 al Oa aansta• to rna.spaa. wpm maw 1 1USS Soar. LOGO Otiiral WOla 1r1CR;aSE - 1 tS SPIKED 24 0 0 C LOADING 111 25.0141 I 3.6) Om MP CHORD • 32.0 m$4* D. ON UOL1OM CM0R0 • 10 0 1%SFa IOTa1 LOAD - 42.0 Log ai PSF AE0uC110N 1u1>`N Q/ 00110m 01.3R0 ns1at S1me55 mar. 0-9942 o° • 71-00 -DO • 11 "00 Qameal . Adana aQa *• monk t OteapUa op al l aaa it /awn : Oalipaawas sap awl Mr Mae mam aTrof Ara awls Oda Wit ac as Urn wi ti0 as asa. / ma 3 ba fayW Mgry. maid astOralwnad l.Aw area% a Yalddanrlma Namad/llrataaaMMaanfx0. ! Damp a rs ram tap tsa +alo /g.asaaM awoanr1 1s laa r - VT a.apar's1. • Donpo mown sol 000n. gni ►aa Moos 3 oat asap 1 epaury T asap ammo taitaalt*MgalPoa d / lima wlr Oast aalw taps alra w/aaaaaaaaaaaraf tan.aa — *MOOWooa.n t yip' mime sirdpu Is ha fatiala obits al a Gaa4oaaa Nan a+taa414 Is Pala C tool Ciotti 0 011. 11 IrCatplaa Ina Anna Maas aaawgla PINS l3f. Oa a.rw Pe oakum 1l M wra /•aaat Maa nt as 2D P- .3O1NT JOINT 1 LEFT • 934 AM/ • u(aR1NG AK*. PLOIIIAEO ISO 1 1 30 OF / 2 01 Hi / 5 1 30 [IF / 2.01 16 / NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ANSI /TPI SINGLE ■EMBER Ftr 44101001 t 1- -1227 A 1• 1075 6 a.. -267 1 2- -1049 9 2- 74d • 2- 317 1 3• -1049 0 3• 1075 M 3- :ai/ t 4 -1227 M 4• -267 1N1 1 92 SP/ 1 '.12 SW 014 TRUSS -SPAN` Lumbermen s Bu+lcfmg Centers Ul 0' •• r r.0 u3 :. 0i m a m ►- U1 1. 0 a 0 Ln 1-1 07 R U1 C 11 1U 1 Iv V -.1 r c 1 a rr R • . O LL r c a 1- m LU+ SF. .:ICATICHS SIZE SPECIE GRADE PANEL I51 ►OP CHORDS Zx a •tS11 1650E 1- 6 80110N Uc0RO5: 2a a M5R 1650E 1- 3 11105 . 2a 4 (if STO /SIUO 1- 6 MOMS RALIN SPACING 24' OC. VON. OC NAx RIRLIN SPACING 120' OC, VON. 14OfT L 11 i8RACING At 24' 0 C. FOR ALt FL.It 10P CHORD AREAS NOT SHEATHED NA) LL CEFt. = -.138' • 9 1/360 • .703' NA) tL [CIL - - 200' 0 9 1/240 • 1.054' NA) HORIZ LL OEFt • 066 - P 7 NA) Hn1I2 1. DEF. • 095' 0 7 SEE). NO, 1C INIF 1.1 lc (INK Li t IC UNIF 11) 6C 104117 LL1 50.02403.( 125.0)•ILI 50.01 .01 .01.011 MOTE'. 114 *racing at 24' 0 c. aaalsU. tar all flat top chord areas . shorn • . 22- 0- 0 KIP SETBACII 8- 0- FPCH ENV WALL 1040 0113E *110x1 INCREASE • 1 15 • 14 0) • 35.01 - 14.01 . .25.01e L0AOING 64 G RV 0' 160.0 RF S' 64.0 P1i t4' 25 o Ptr o' TC CONC LLI 466.71•DL1 130 71- 597.3 195 0 8 TC CONC 11 I 466.7140L1 130 7)- 597.3 3.05 P 14' COND. 11: truss, 24 0. c. - .0 10 9• Cr Wove _0' 10 14' .0' VER1 .0' TO 22' ■0' VERT Cr 10 22' 0' VERt . 0 ' .0' 5c:3•: 0.3125 JOi WANE 111-5 DATE 3 - /5"- ,99 DESIGN BY L7i bil/ Ji 12 6.00 I C- .5x3. FILE NO 8y - 2.2 - 6- 4L C-5a7.7 2 22-10 -00 i/AtiQiQt: 1 %at a Ids ired1Ml@I441Msip Odds •CnfallteMiasma t ails ab Gramm asuramr Waddell atrrt Grrrwssuti Visa•. UlmanaN6r arrrt•a 11 Is1tsapeownse Mare arabs healed sews drs • •. N amr/ Iww ..aodoy domes odd asOrywigard*rwalot an>r1rI. sum Os 4041441104 dotal a1 4•/!nr o aNry•• snare •Ha don auasocsons rstars b. am Wawa a be bill aaASSa sided rsltan .wwa oil Ow boss ..IUSera a. oo.*NN.mod asdaa.ab•at tar d• padrer+ wa.babas aorl.• a N o•sn1A 1. TtraSTaatsa a.a•r•daos sad a•arraaa maroaw4 1r.Y/1. dsripsaH. 1 ifir•arObMrrs.l Wipe bOaIdlras ••••••4t..d1.P ti lna•rba •tar ws1691 Saws i1rC,.opiatdtlai as MOW Mli aSpa.wrood C-5a7 1 12 'S:j6.01 Cans! hose wises a1tir• naiad 1 0.1p donna Wes=dam 2 ONNtietswalatt . bad r1.1sbaly Inch 1124'atagittas cacti 104a c -- !axe ad 174ra c aaa ! •ta 1 aa egad trabedal WWI l cs91sornossasatdiwsado• • soulmood111asAwlpaimawAHN salaarvp4 • One acaa•aa wet Pt sawmsrtsawrcraui .4 k 77 aster! oa • O.ep mans W 1a.a# es, Man ebb 1nal r meta a lawarl 1 aaga magma sampaa.ea/q••ps•dta e m• ..a.. s tow waea/a.s+ 1 WO alga s dblath e its 11 For tai MOP wars d N CoRDA1.Pa.1 aivl•a 1• v. yob C sus ICAO RN 1211_ 11 no Cosspbta $ Seam NesIs aud%dm mils Or. O. •aa"ra (up .rts•a 1t p aaaa1 dome Al N•ra am at b. _ANSI /IP SINGLE MEMBER FOR 114WP. r4 1 1- -3294 8 1• 2859 M 1• 91 1 2• -3225 0 2' 3143 M 2' 313 - 1 3• -2922 B 3• 2859 N 3• -326 1 4. -2922 •1 4• -326 1 5- -3225 M 5. 373 T 6• -3294 M 6• 91 LEF1 1864 RIGMI - 1064 OARING AREA REQUIRED I50 1N) • JOIN1 1 2 98 OF / 4.60 t* / 4 39 SPF JOINT 7 2.98 OF / 4.60 1f / • 39 SPF NOTMCSNOT I CLEAR THAN NOTICE IT IS DUE TO THE QUA H QUALITY OF THE DOCUMENT. 'TRUSS- SPPAW 3.0 Mermen s Budding Centers Z • tT 6 A c u t?' LINO, SPECIWICAT10►6 SIZE SlECIE rtR*IE PA/E3.(11 113 DOOM 2i 4 1611 ISSOF 1. 2, 11. 7 rata 6 K .2 3- ecTTON cM AO& 2s 4 1411 2100E 1- �S 2u - 4 Et STD/STUD 1- • tc LAT194L SUPPORT c. yew. tow 5C WED/ S.FPatt .. U. w1•. IMDtE 173 0NACIOB AT 24' O.C. FOR A.', FIAT QI FLAT TOt1O APE45 NQC - w OFF Pot& SPLICE MOTE: 911 0. 0113nt splices ere located at t/S tl1. panel 7engtA 4/- 12' .t 11tbOr 111.0 of the panel Indicated. ermeptineponols. 711 244 •trtscel et 40' oc vitt' C- 1.5=2.8. typical. DATE 10/34/1499 OLS. rt EE sty.: 789150 12 6.80' . l Seek: 1/4• I' .136 tiME 4/-2, )--u_ 741 TL iRII LL1 tc U OF 3(1 Tc 304F 331 • C WIC LL 1 30- 0- 0 PIP SMACK 0- 0- o ir101 110 11AL1 AlfSrl /TPl LOAD DURATION INCREASE • 145 • T 1- -4351 - T 2. -4924 t 3- -4410 T 4' -5716 T 5- -4190 T 0- -1924 T7• -4551 SO.0I••LI 14.01•0. 70.01.0. .0101.1 14 01 30.01- 1s.01- 25.03. Mc cO1C 313 460.71.0.1 IC Epic u.4 466.n •a t NIP 112 Abe 011 SIfiLE NEMO AS sla01 Mc O.C./ - 3) -00-.0 YY111I.1.s 1. s.+.. WWI a.. ad.l..qp Woo ....ar r...o R. ors.40•10.•.r■an.1.w111.•r440•1 40.01444 - 111. tea-Pr-- 044414. wwu0.0ra.-.sn. O. 0.014.411....••1111.411.46.W ma. wommow000 allwarwob.04w. .IM .,.4..... 1..•414 w4d....s.. 04.444 .. or....r.am... .�..+s ...Ala. 0. 6 .• 1 4+r•••1•..•. 1 •••• .S••• irO ...a a.r..mw raw 4.rs...1r1 owls er a.t>t 1.. 0 1.044 4.. . 414& 4. 4 4. r 144141110.1m1446.14.0.24 _41d .. 1141∎ A w+...► ay 4•11.... a-.. s.rrrar..r.tkoll Om••. SOW. . ..1. 1 64.0 PLi t• 160.0 PtF 1' 61.0 Ply 2:. • 25.11 PLF 1 • .0• TO .0 10 .0' TO .0 10 0 22 30 10 330.7)- 5117_3 L05 O 0' .o' 130.7)• 397.3 U15 0 22 .•- .0' PEAT .0 VERt .0 VI NT .0 VEAL 7 -11-1 JOINT .AINi feels* requires at 1r.) kll f.414•141~1.4 1.111 ..a.t oe. l•al 1. k 11'41 . Y M M�+1r iw� 11b /rr� Mr.ryl A sa s aZ ... ar 1. 1•t a •rp .. o wr..arlY.nraw.... - . ♦� at own.. a NI 011 r..r.a.ya d.ItaAr. S. .r�as a1. rd boo .i.l..ts..1......r.. ammo OA imoong on all swam Ma OS* a. ...Ogs If 7. .i.a►a .0.1..11. R /10� ��a. WO. f pail- Wartrir .. .. r1 /. 1 �a+arr 61. onerwort tega 1e Moils ..a4/ � tr Ya.11r-ar.?0 LEFT • amen Wow - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SINGLE . P FORCES • 1- 4I116 4 1- • 374 • 2- SA32 r 2- 944 0 3• SSW 5 3- -1441 O 4- 4345 11 4• 113 414100 N 5- 111 1 6. -144t 11 7- 914 11 8- 174 2604 0060106 UM FEMME° 1511 110 1 4.11 OF / 6.43 $ / 6.13 SPF 0 4.17 OF / 6.43 3 / 6.13 5P7 colter.. 1 Uf IltE3 8110101 1 to t&-W ,. .413.-.• . 49.13 1011.P: 1.0711&1 (671 - � cn c -.1 r c ` m C. _ tn cu 0 l•1 w .. 14/ ul to IV . rJ Li r T 1 :l Il c rr O DD UCN 1- qua SIZE SFECIE MACE PMEL (SI TOP 0401106; Zs 4 1891 IG50F 3. 2 FlOr ut verses: b d 11ZA 2400E L 2 NEM 2• • K SW/STUD 1- 3 IC u1EAA1 SUPPORT c- 12 MM. SC I.ATFAAL SUPPORT 4. 12'OC. UPI. LAM% SFECIF It►t10f)9 OATI It/14/1999 DES. SY: EE sva.: 789198 ora nos Smola. saw � /nog- + 6.14 p 1114004 requiem! 41.11•41b11 Tt t/7IF U1 50.01 a0. t E VDU Llt 250.01•0.1 800 -00 a. 1. PROW f i.. ArY.a.ai..ira.iw..a...ti.wswum 2. w.■r-w..■.0r 21•411.2111.2.4 4/4r41 Ems ma r►.11i4D Maw a...tias....... 2w...am molommimp tma as1M21a2.m. arms .. a, t4 alM a2ara.al as a......s2.a..s... -.t..... - ~Ow w_.t.r P- W a. x•4.2 w ~ma ~Om q-va -a alm.r.......1112f r.aaM.aa. 111. 111•10t41/4..112.22t22 111214s20121s011 s..iesull 12214. m221 wamer.< Illfteuroono mope alrami aim ..2.2 the rtrar.airA►M..rstmt _ w.r+.nr. T. lab folgo Y 01.11112222r/.4.4r i. • 20242r -. a.. 11.01..rara. Imam r f.41 - .. aww M 0- 0 111OQ1 TES SiJIPRitDA Zr D- 0 LOAD 011111111111 17C PEASE • 1.15 • 34.0) - 14 A$ O' O' 40 * .O• nal 130.01• 310.0 PLC 0' .0' 10 0' .0' YEAT C- 2.5x1.3 • MS1 /tPt slow 7E?a!1 TD11LE5 1 1- -1729 6 L. 1531 is I- T x- O 0 2- 1534 11 2.• el 3- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. AYt�I *023 -1071 -114 tEFT - 1100 A16NT - 1764 KAMP* MCA MOWED ISO. 170 JOINT 1 2.110 OF / x.41 1!1< / 4.21 SFr Joan s r.82 7M / 4.36 Mr / 4.33 SPF we M r 0.0164 voatares t0 INC-97 MYlr 1.07111.) 187) aa. a .atlit 4 .1 M.O.dImmlie at.ct, az. 2. r . ......scA . • 2 4rn.. i� wman l�n 11rrff 42 11 22neese 22 o.a. IL Mega i rr..ld Web. 21 I.~a atamm. Wm aa virp 11 t _ , scaa ia.M 11�Tfa+�.ls .wl..c.ts 1010 Oars amr Oa 1 0. ' > ~pm MP � t1. �t a ahs ►�o.aMe4apea ]t!! t1M 12 .^w gs.. 02wa./irwi. Ma A psis .cr 6° 0 v 0 0 H c .. w .w Dam: to /*4/1999 OES. er; EL We.: 7/91.49 • dada••••• 1. w.•wa Mao 4.0aA•11/1. d6 •weed•1.faesl. IL Salle ors) ~la ams iheollebe oblong • I I I Omni ems are Uldrtpa�4w •••• •• ••∎•ars•••• I tw..t..&..+ %.e, marr tr•t1•.rwati. .. 4. .f 444041 lbw gasbag, r•i.•r•t •■••••• ail p. orma 4mi.. ••••• fOpal woe ••••••• drip• •a•••••• ••••■ a sr aft4H1.0•006.•005•0• 0•41itltrus ere urm.wr444es.•4to fi/a/ . S453.•00 Ines M 4••••• ••r ampow• ••••ftil dry- •aad.d■••• aI•••• d7 ooh... ••• armor Wee -f trwnL to s• .. +erf oo s'wa•ell• ollsa 01101011 Maw!' 1•000•01•41.4•00•0‘ _. aeaae.et01. fee ti dAn0. rMbasQr *sane • 4.a 001 Clad w•• 1 rl admeguaAl atom M• • • s O sa� momem0�iw4.�td et Os ••••••• 4. •00.•4411= 47.a elemd..wfp.�li .dYtel. •....51 b •�rtee.�. r 11••••11 an Orr t gum •t ale..• • ebw/ w dh•• 000011 10.1 Jr 11 ,a. 0 ladrylwtao -yw Woo/ b Os PAM 411. TT i•.dddadlw i .ffan • •.tn•I crl l� , pas -c/r .4 anikpan tea *./tart 10 •n. wwtli st dsaf. 24.1 . WO f0 Ia. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • • i WOO SPCCIFIC&TIW6 SIZE SPECIE AIDE Paett (51 (OP CHOOIS: 2x • NSP 1650F 1. 2. $ 7 A'2. 6 NF n 3 - 5 8017011 NORM 24 6 1661 2400F 1- 4 1SEISC 2, • NF COIL Z. 7 2A • NF S10/STUD t. 3- 4. • 1C LAMM SUPPORT c- 12 UON. WC LATE & SUPPORT c. 12'0C. USN. NOTE: IX) ORACf lS AT 24' O.C. FOR 121 3 T 10P CHORD AREAS NOT SHF*TH . 6 OFF PAWL SPLICE N 1L oft pawl paint 10I1c.4 era located et 1/5 the penal /snails •/- 12' st either end DI tole Dana) Indicates,. except rnd panels. -11 -13 C -519.4 P1 o Tom'" Scale: 7N' 1 //6 .lOB.NAle 7T 2x4 vertical it 4f' Oc Nitro C- 1.5x2.6. typical. 12 6.00 - C -49.4 C- 2.5x4.3 -314.3 C-5.54.4 IC uNtF u.1 50.010.) TUC u1GF LTA 525.01 a I n utdIF tit 50.01 1 B C LN1F LL( .01 a Tt C1iC LL ( 160. T') *MI 13 511.3 LIS f 0• .0' 1t. ODC 111 116.71•01LII 130.7i- 507.3 L.IS • 22' 0' 6i IOW ti.•OL. 17114.0 UK • 22 1.5' 11 ii '1 3D- 0 -O N2F 9ETPAt 0- 0- • mem EIO t1ALL LSO OU MAT EOI 1MC(E25E • 1.15 • 12 1 template trras0• rewired. 4,3n tophv 111th 7'4.111 01A WM na11s limier/0•t ac faro cheat top chard•. Oc eared naut Settee chards. 12 OC 10•000Dut 0004. COT Sta60er 2031ces o.1 4412 cent Lo40INC 34.5.1 114.• Ors 0' .0 10 0' 35.01• 180.0 P15 0' .0' 10 22' 14.0) • 64. • PIF Z1' .0' 1030' 25.01- 25.0 P.,, 0' .0- t0 30- 14 -00-10 toads 2L1 isven C� Sa(6 C -5.z6 I nd C- 2.5 :4.3 imMel 1 C-5.539.4 C- 3x4.3 - C -5.5[6 01-5.53111 .9110 31 -00-00 1/641 @ 22' -1.5 .0 .0" .o- •Cfrr rEA'T rERI rely C 41(9.4 .101111 JOOPIT NIP •2 AI. 6M SINGLE wooers. POMP AS SNOW t (24 O.C.) 7-11-11 ad u r44usrod et n.e� (s1] AN51/10I ? 1 OSEA FORCES - 1M(ON -I000i • 1• 5304 W I. 166 M 5- -6050 S 2- 7346 14 2. 3390 It 6- -8022 0 3- 7526 N 3- -2244 M 7- -7726 a t- 300 r 4. piss 1t 6. -7260 -7964 -7100 LEFT • 3060 RIOMT - 3534 02•2100 AREA REONI*C0 tsf. DO 1 4.111 OF / 7.55 NO / 7.20 0 76.26 OF / 9.66 NF / 9.21 I SPF SFF • -34. -01• 2178 300 to L6)C -97 MVP': 3.07 (3U 3071 4~01M41.4 t►wt.�.o..�..v.rrd.. - W 0 z H CD •. 1--• \ 1.1) w .0 to m u .-tn os co O 0' � O 0 ot. co to Fr ca r • • 10/19/99 14:59 LUMBERMEN'S 0507 4 360 825 2327 NO.604 008 IV /IJ t..10 FAA LbJ ►JJ.IILO Iltt.. 3.ar41m Liit . r-r•• IIUANC.1 L.Aht " tgit.ru• VL s • • a 4 • ! 2. X 2 4/ Va 22-00 20 -00 -00 VALLEY FRAMING BY OTHERS PITCH 6/12 TAILS 18" 8 -00-00 Saki 1/8' Date: 10- 13-1999 i .CNG Cl ASSIC 5AVE0 AS 452B FILE OT990772 LCCA';ON. L \LAYOUTS \L`GCLSIC 1KOFF /08990456 DRAWN BY: OK3 —d —1 TCLL 25 PSF TCDL 7 PSF BCDL 10% PsF TOTAL 42% PSF • • • • • SIZE SPECIE 684D£ 1OP 043805. 24. • RSV 1650E 60110m CHCADS: 2. • rtSA 165t3F 1065' 2■ • ►R STD /STUD TC Nit PURL IN SPACING Sr OC. 1JON bC Nat P1lRSIP SPACING 120' OC. uON. L U.BER S.- L.C1F1C11101r5 0 SCOW 1/•' .101 WA' 1P -2 FILE NO 3.6/ // L DATE DESIGN 13Y POt SEO.NO • { TWOS SPAR !s.: O0' L3A0 (4/r41I011 I1411Ea5E • f 15 SPLC,EO 24 . 0' 0. C PANEL 1S) 1- • 3- 3 3 • 12 6 OD p 15-00 -00 C•3T/.7 A. awl .froOwowtrrlrry �. OJl► d godly coati/ eel MA•..IMa1 a T. ia• 1Par .oaM6asrarl.rariINulem1arw •. Mfr .fl.nwfbadrwtr•olt.olrgsl.rtAteal Maw mu Imp Wird AM al•ilottgestyperilmogyilliouitm twit 5/10111111•1•1111•1•Cp•Idlib lb 01 101 01 11 5 N... .ird..lag.r...rati0...v,......a s.Mr,0 Ned sow low •..0..6 4,0,0,01...,,,0,0,0,0 SIII*4111111V 411110•101111. • t 6/.. N .f. a.•i ..o.•rarrera.••P.1•••• ir 1•.t•1•l• .••••••• ! a1.•.pr..•...1 . a►.+.as6alM.tll.D beleoarhostollremolli O1r:.p r. ..q1..... 1N440482044480N q..w•e LOOPS LL 1 25.01.0. t 7 0; Or 10P 04000 • 32.0 Psi' 0. Oa $0T10N C,i • 10.0 PSF. Tg1at L000 ■ 42 0 PSFa 45 PST •IfGICT1011 TAKEN OM OOTTOM CHM. nsIq. 51 OrC.Y. t• s1• S r • 15 -00-00 12 '}6.00 C. su C- 2 38.00 -ZO ClalkeEl Omni gOn►wo .: wow newt t limpfa a0/1a1.wa a 1 0.6110.- -1.+.144 Ow* bs11s1rAcwWho da•al•s4ras.wa1•r.l4174fae w.•wr 1 11a.i.01r1lips.r MeV Wig o 4..ra .lose.. 4 ra/11ind Noel* ml.alaya/IbwOP1•IN..11rrr.. O..M..•. ...1.t•.w.. W•••......r. 1.b T1,t7010f 01 •. Dow mow .•fom%a dim sT...O..wily Iads 1. o.r.am....A....r•..w1.. • 1.w Solora iwtawl.sfw.a.s/N.s..+rt r1. lob .r..ollrb.oa•.ar 1 044 Aso/.. • 44.11. Na1a »F. Tr•t T.V.r.. /wN asap• p a i.. s •••=1010 tl.T140•44 .lr. wt8i.w.aar.a 1 1.rr4bLTr... Nall U. OE FL • - 090 0 6 L/360 • 969' MAX tt OETL • - .105 6 1/2.0 • 1.•51' NAX 010112Z• 11 DER. • .041' 0.5 • Nts NOM It OE ;I. • .060' 0 5 1 ANSI /1171 SINGLE NEM6ER MCC ,e 1 1• -1714 0 1. 1511 M 14 -351 1 2. -1.66 6 2. 1040 N 503 1 3. - 1.66 6 3• 1511 w 3. 503 1 •• -1714 N •• - 191 .101N1 JO1■T LEE/ • 1110 PIGMY . 3. 9 TRUSS -SPAN Lumaerrnen s Building Centers NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1110 BEARING *p4 RE0U111EO.. (50. IM 1 1.75 OF / 2.74 NF / 2.61 SFf 5 1.7E pi / 2.74 If / 2 62 Ss* Co0W1001 id) CI.$fl rvs Ir11 Co) • A .-U CO IL ▪ r Po C co com -1 X to 3 N m z r ►- 1n N a la Ui (T • . CO 71 u1 to 1 ru rn -U i 0 b 0 0•b 0 0 0 a 0 .. kD SIZE Seal( G '1X PANEL 151 /OP coicADS . 2s 4 NSA 1650f 1 - • 60110•. CHORDS 24 ! W5R 1650f 1- 3 NE65 2• 4 s1F 510 /S11A 3- • I SEO.NO. LUMBER' JCIFI iIDNS 1[ MAr Pu3LIN SPACING 68' Or. VON BC KLZ RA MIN SPaLInG 120' OC. u0n. MAX 11- OVL • -.050' • 7 t/360 • .703 Nor TL OEi! • - 074' t) L/240 • 1 034 - atr NOR11.11 CUL • 021' 1 S Mt MOR12. TL 0Erc - 031' f 5 t' - Scats: 0.3125 JOB NAME: 19-0111 3R-5 FILE NO T- 2Z- ¢ ic DATE �- 2' .9.9 DESIGN BY 17,11 II -00-00 n -oo'00 •• IlweatfaskroOlassordOsnwebilmtmarmalrommtwom 2 Sibs me mom •••••• •••• M•s••a••Cr•r•IiM 41.1 iraap wra 4•rno•a•M11ms a. 1W we i w414a s••• A•. 4 M1aw1/wmolf0 alma asO Las Man S Sod IMAM. 4 Wit Impripayssisko agars and fi mo am anal" 8410••• Sper•alil Vaal f•s••••••••■ his M aoaidsay a•••• • %wipes Ism •••••••• •a•Y/41ift Si N ••••••• ••••••••• 1. Assts e• lowt•1• ••••Wsb•iasaaws•ssw•ot grala taorase SO 1•••1341 .4•044/ SW :8 midi ONO se I• ttrai••41iT7.rt11•, •••••• 111U55 SPac ? - .00' ' 4161 /IPI SINGLE MEMBER f0 •4 L040 01fNTIO010 264.E - 1.15 7 1. -1227 B 1. 1073 1• s- -267 SPACED 24 0' 0.C. 1 2• -1049 2 2. 748 so 2• 357 1 3. -1049 a 3- 1075 $ 3. 357 LOADING 1 1. -1227 r 4. -267 Li 1 25.01 • . I 7.0) OM TOP C40110 - 32.1 PS( OL OM Oman cmcAD • 30 0 PSi• TOT4L L040 • 42.0 951. . 951 REOUCI100 144414 On 201101 010140. atlas. S1RQSS 3 s.' 2 .a f ° 0 11-00 -00 . MOM MM. WNW 0100.111111111 MEL 1. 140046.43110141ar11414114 l Onp•sa•••tw•wwasm4 mod •t• •Lasaar rt •••a won crac adal•174r•4: am amil 3 3444o•A.rr•rq Min show . • 144411•swsata•gstg41r1110•••••• ears•sw II Sow mows arm are b••••as.••••asrarNewaS•• ••• maw( 44I • OM'4400••444umg• Mons s•n•9r,.s woo .uOSOrt T Oadsswasaw••salr•paas•s 1 Rs WOW WIWI el Oval end Owl silMarm bus -oar• •• ••fl toss lima f Ofsailarsis•ass•ars• riNa•40.• •••••d41.1:roorPar.•40,4..44f04_ V 4 SCIL3114. 1 n Ts• Comma MB foam OW•e.aar pub tar. as �M IIM••aas'lOa•••a wadi Mara sea p 12 .10101 .10IN1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LEST • 414 R)GN1 • 914 BEARING 4464 RFOUIREO 150. Int 1 1.30 Of / 2 03 ff / 1 92 PP. 5 1.30 0; / ? 01 TO' / 1 92 SPF • • T 1. 'TRUSS -SPAN Lumerrnen s Building Centers Co • ies Date Descr i • tion 2 4/18/02 Vapor Building Letter — Letter of Transmittal APP, 2 3 2002 t%U;' ) �-/ \ TO: Long Classic Homes t��Ai�l��,,, DATE: April 18, 2002 . . 1624 Pioneer Street JOB NO.: E -9920 Enumclaw, Washington 98022 PROJECT: Foster Heights Subdivision ATTENTION: Mr. Doug Pulley WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results ® Per Your Request ❑ THESE ARE TRANSMITTED FOR YOUR: REMARKS: If you have any questions please call our office. cc: 1. City of Tukwila ATTN. Mr. Dave Larson 2. ATTN. 3. 4. 9 ATTN. ATTN. Earth Consultants Inc. C,,e ou,chnlcal Engineers, C'.eolo s& Emlronmentd Scientists 1805 - 136t Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 Toll Free: 1- 888 - 739 -6670 Information 0 Files ►i4 Approval ❑ Review and Comments ❑ Signature ❑ Distribution BY Keri Bate Thank youl 4 t U 00 U O W w J CO u. w O 2 L Q z � zo U � O — o f w u. F6 w z Up Sent -by: Earth Consultants Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Mention: Mr. Doug Pulley Subject: Dear Mr. Pulley: Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen Vapor Barrier Building Slab -On -Grade Foster Heights Subdivision Tukwila, Washington 425 746 0860; 04/18/02 11:52AM;JetFax #8; Page 2/2 April 18, 2002 E -9920 In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its use on several of our commercial projects. The additive is produced by Cadman, and is intended as a substitute for a conventional vapor barrier. It is our understanding that the Rhea-Mix additive effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. We trust this information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. EX1Zi 7' /?)3 /, '?,oi- I Earth Consultants Inc:. 1 endry• fir lira/ I9igJt if ,virt nt let Mil kIt �'i•.h Toi- °Bo Lit t 1805 . 136th Place N E . Sure 201, i4 ite'!ue,'Aieshing :ol 9'C 05 Bellevue i4 ?5; r43 -3780 FAX (425) 746.036) ion. 'Free (8581 739.6670 Charles Prib 14205 SE 255th Place Kent, WA 98042 Dear Mr. Prib: City of Tukwila RE: Letter of Incomplete Application #1 Development Permit Application Number DO1 -080 Foster Heights — Lot 1 14445 — 51st Avenue S Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 20, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Carol Lumb, Associate Planner, at (206)431 -3670, if you have any questions regarding the attached. 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. 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 the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D01 -080 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: March 22, 2001 APPLICANT: Charles Prib RE: D01 -080: Lot 1, Foster Heights Subdivision ADDRESS: S. 146 Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Lot 1 must provide a 20 x 65 foot turn around for fire truck or other emergency vehicles. The 65 feet may be measured from the centerline of South 146 Street, rather than being located entirely on Lot 1. The area may be used as a driveway to serve the house, but it must be signed to prevent parking in the 20 x 65 foot area and designated as an easement for use by the Fire Department. Please see the attached letter to Scott Wiklof, of Tridor, Inc. on this issue. e:lmydocs\gc nera11200 I - memos \d01 -081. doc Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 tr w Ug N i„ w 0 N 3 z o w C.) 0H W w Z F� O Z T.C. SIZE No. 10 -00 -15 3031 ORDER DATE BID DATE DELIVERY DATE 2X6 11/17/00 LOADING. ► 25 0.7.0.0 0.5.0 SPACING' 24 0 IN. 0 C. (TYP ) JOB NO. PLAN NO. L -R 472 B L J T.C. SIZE No. 2 X 4 MK , T.C. CUT T PE HEIGHT 2x4 SLOPE SPAN SIZE '' 2X6 “s1 LOADING. ► 25 0.7.0.0 0.5.0 SPACING' 24 0 IN. 0 C. (TYP ) TrPE COMP REMARKS 1 TO1 6 20 -00 -00 18 18 GABLE: SHEATHED ONE SIDE 3 T02 6 20 -00 -00 18 , 18 COMMON : SUPER ANCHOR (1) TRUSS ■ 1/2 T03 6 20 -00 -00 18 0 SUPTS 36 -0 1 T04 6 13 -00 -00 18 18 GABLE: SHEATHED ONE SIDE 1/2 T05 ( 6 13 -00 -00 0 18 SUPTS 36 -0 1 T06 .,,,IIIIIIIIIIIIIII.. 6 36 -00 -00 18 0 GABLE 9 T07 � ,s 1 N. 6 36 -00 -00 18 1 0 COMMON : SUPER ANCHOR (1) TRUSS 4 TO7A 6 36 -00 -00 18 18 COMMON : SUPER ANCHOR (1) TRUSS I 6 TO7 6 36 -00 -00 18 0 COMMON : SUPER ANCHOR (1) TRUSS 1 T06 ,,,IIIIUgUUIIU, 6 36 -00 -00 18 0 GABLE 1 T04 ,,,tIik ._ 6 13 -00 -00 18 18 GABLE: SHEATHED ONE SIDE 3 TO8 0 .... 6 13 -00 -00 18 18 COMMON 1 TO8A ,./''� 6 13-00-00 0 18 COMMON 4 ■ 11 4'EJ 6 04 -00 -00 18 0 JACK 15 Hangers MSH29 --- 30 Quad2000 11- STABILIZERS 4 Quad2000 10- ARS INSTALLED 1 55 Blocks 2x 4 Vent 22- 7/16" 1 6 Quad2000 14- GE LABOR LABOR TO SHEET GABLE 4 TRUSS DEPARTMENT coviLLE Lu ' ' LONG CLASSIC HOMES L 1624 PIONEER STREET ENUMCLAW, WA 98022 o (360) 802 -1880 H LONG CLASSIC P TUKWILA, SHEET NO. 1 PHONE: (425) 488 -1818 FAX: (425) 398 -3559 CONTACT: PHONE: (360) 678 -4022 PROJECT: FOSTER HEIGHTS BY: KRE .. < . w✓- ........,...�....... . .............. SALES:WAYNE BRIGDEN DELIVERY INSTRUCTIONS: �� ---- -- I f L f COPY SPECIAL INS CTION TRUSS QUOTE /ORDER QUOTE #: B0110100 INVOICE #: CUST: LONGCLAS PO NO. TERMS k••• T.C. SIZE T.C. CUT . HEIGHT 2x4 SIZE 2X6 LOADING: ' SPACING: • TYPE COMP No. • • 3031 TYP SLOPE SPA IIIVYA,Mttncll REMARKS ' • LLMMI JOB NO. PLAN NO. L -R 472 B L 6 Civad2000 15- GE OSB SHEETS OF GABLE SHEATHING TRUSS DEPARTMENT Q LvM03 101 LONG CLASSIC HOMES 0 1624 PIONEER STREET 6 ENUMCLAW, WA 98022 S (360) 802-1880 • N LONG CLASSIC r P o TUKWILA, BY: KRE DELIVERY INSTRUCTIONS: • SHEET,NO. I 2 Total Weight: 3909 • PHONE: (425) 488 -1818 FAX: (425) 398 -3559 SALES:WAYNE BRIGDEN CONTACT: PHONE: (360) 6 -4022 . PROJECT: FOSTER HEIGHTS OA Trim Height: 10.00-15 ACCEPTED BY BUYER NAME: A ve J SPECIAL INSTRUCTIONS: TRUSS QUOTE /ORDER QUOTE #: B0110100 INVOICE #: CUST: LONGCLAS PO NO. TERMS DELIVERY SUB -TOTAL NO SALES TAX GRAND TOTAL Included $3,032.00 $3,032.00 10 -00 -15 3031 ORDER DATE BID DATE DELIVERY DATE 11/17/00 JOB NO. PLAN NO. L -R 472 B L TRUSS DEPARTMENT Q LvM03 101 LONG CLASSIC HOMES 0 1624 PIONEER STREET 6 ENUMCLAW, WA 98022 S (360) 802-1880 • N LONG CLASSIC r P o TUKWILA, BY: KRE DELIVERY INSTRUCTIONS: • SHEET,NO. I 2 Total Weight: 3909 • PHONE: (425) 488 -1818 FAX: (425) 398 -3559 SALES:WAYNE BRIGDEN CONTACT: PHONE: (360) 6 -4022 . PROJECT: FOSTER HEIGHTS OA Trim Height: 10.00-15 ACCEPTED BY BUYER NAME: A ve J SPECIAL INSTRUCTIONS: TRUSS QUOTE /ORDER QUOTE #: B0110100 INVOICE #: CUST: LONGCLAS PO NO. TERMS DELIVERY SUB -TOTAL NO SALES TAX GRAND TOTAL Included $3,032.00 $3,032.00 U 0 n, Cp CD r 8 22 -6-8 • • • 25 -5 -8 38 -©-© NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ...mg • - ■ err F-- ... _ - J T ©3 T_ _ ._ ._- • - 2 1 . -.._ ..__- - -.. -. C .- _ fv ` mow •..._ Zr _. _ L Tea _ LID r . __ T U 0 n, Cp CD r 8 22 -6-8 • • • 25 -5 -8 38 -©-© NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ,Job I T russ . i80110100 IT02 f mvi e um•er. LOADING (psi) TCLL 25.0 TCOL 7.0 ECU. 0.0 BCDL 5.0 -1 -6 -0 4 1 -6 -0 LOAD CASES) Standard "00- rnvn e, LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std truss type ROOF TRUSS rr. • 5 -3 -4 5 -3 -4 SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 10.0 -0 10-0-0 10 -0-0 4 -8 -12 REACTIONS (lb/size) 2= 83410.5.8, 6= 834/0.5 -8 Max Horz2= 42(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2 =21, 2.3= -1104, 3-4= -784, 4 -5= -784, 5- 6= -1104, 6.7 =21 BOT CHORD 2.8 =974, 6 -8 =974 WEBS 3.8= -310, 4 -8 =388, 5.8= -310 u ty S u 14 -8 -12 + 4 -8 -12 4x4 = ' 4 3x8 = WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, OSB.89 Bracing Specification, LONG CLASSit: e n us rtes, nc. rn ' ov (optional) 20 -0-0 10 -0-0 CSI OEFL in (too) 1 /deft TC 0.35 Vert(LL) -0.27 2 -8 >877 BC 0.82 Vert(TL) -0.41 2.8 >574 WB 0.33 Horz(TL) 0.03 6 n/a let LC LL Min Udell = 240 NOTES 1) This truss has been chocked fcr unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 20-0-0 5 -3 -4 PLATES M20 Weight: 66 lb { GRIP BRACING TOP CHORD Sheathed or 5.0 -13 oc puttins. BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. I EXPIRES 12/7/2001 185/ 144 "(Ai rage 21 -6 -0 . 1 -6 -0 Scale = 1:42.8 ,0 MLR 101110p, �q (425)488-1818 (425) - 488.8773 73 Fax . • II • • 1 B0110100 IT03 �►oo• • 4 LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCOL 5.0 Russ e um•er, -1 -6 -0 1,-6-0 COACnOAS4a)pStertard 000invi e, Russ ype COMMON 5 -7 -0 5.7 -0 6.00 Fir 5.7 -0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 5x12* 9 4x12 II 4 10-0.0 • 5.7 - 0 4 - 5.0 Plate Onsets (X,Yj' [4 :O.4.9,U -Z - 8j , [6:Q 4.9,Q•Z•8I, [I3:Q•6•Q,D•� - 8] CSI 0.90 BC 0.69 WB 0.98 10 -0-0 4 - 5 - 0 • REACTIONS (lb/size) 2 =7258/0.5.8, 6= 7148/0 -5-8 Max Horz2 =66(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2 =25, 2- 3=- 11611, 3.4= -7994, 4.5 =- 7994, 5- 6 = -11611 BOT CHORD 2.9 =10386, 8- 9= 10386, 7.8= 10386, 6.7 =10386 WEBS 3 -9 =3261, 4 -8 =6867, 5.7 =3261, 3-8=-3783, 5-8= -3783 8 s •ug 4x6 II 10x12 = 1 Ply 2 f, ,, • i1 • I8 I • t t 14 -5 -0 4-5-0 14.5.0 4.5 -0 OEFL in (Ioc) I /deft Vert(LL) -0.22 8 -9 >999 Vert(TL) -0.32 8 -9 >730 Horz(TL) 0.07 6 n/a 1st LC LL Min I /deft = 240 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psi top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurncane oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANS195 If end verticals or cantilevers exist, they are exposed to If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase Is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 5) 2 -ply truss to be connected together with 0.131"x3 Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -7 -0 oc. Webs connected as follows: 2 X 3 - 1 row at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc. 6) Use USP MSH29 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 4 -0-0 oc max. starting at 2 -0-0 from the left end to 18 -0 -0 to connect truss(es) T07 (1 ply 2 X 4 HF) to back face of bottom chord. 7) Use USP THD26 (With 16d nails into Girder & NA9D nails Into Truss) or equivalent spaced at 4 -0.0 oc max. starting at 6-0-0 from the left end to 14 -0 -0 to connect truss(es) T07 (1 ply 2 X 4 HF) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the - building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storage. delivery, erection, and bracing, consult QST•88 Quality Standard, OSB-89 Bracing Specification, (optional) i e n•us :es, nc. n 1 ov 3x8 5 20 -0-0 5 -7 -0 41 , t 7 5x12 4x12 it 20 -0-0 5 -7 -0 PLATES M20 Weight: 205 lb LEXPIRES 1 Scale = 1:41.6 GRIP LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2 -9 -10 oc puffins. BOT CHORD 2 X 8 OF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SPF Stud /Std'Except' 4-8 2 X 4 HF No.2, 3-8 2 X 3 SPF Stud/Std 5-8 2 X 3 SPF Stud /Std 185/144 t V7/2001 ��y�V � (425)- (42 4884773 F 488.8 Fax age t rUSS I T03 "oo•rnvr e umoer, 80110100 4 . It 00 LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads,(plf) f Vert: 2.6=- 667.5, 1-4= -64.0, 4-6=-64.0 • rnvr e, i russ ype COMMON 4 • Y Ply 1 2 s ug WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Addttional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storaae. delivery. erection. and bracing. consult QST-8e Quality Standard. DSB-89 Braclna Soecltication. (o • Ilona!) e n • us les, nc. n ' ov • 4 • _„,ouvlll LWOf (425) 488.1818 „op" 111111100, 4 (425)488 -877 ra, age Hate Onsets (X,Y): [1:U- 4- U,U- 1.1b), [b:U- 4- U,U -1.1b] LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.22 Vert(LL) -0.09 7.8 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.43 Vert(TL) •0.13 7.8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.02 5 n/a BCOL 5.0 Code UBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 131 lb ;JoD • IB0110100 I T05 n TT • ..1 • • • rr rr II S ., • co •rnvl e um•er, Too•Inv: e, IF • Ii russ Continued on page 2 3 -10 -0 3 -10 -0 6.00 rr2 4-8-10 4.8.10 l t russ Type COMMON 2 x3 6 -6-0 2 -8 -0 • LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 8 DF 1950F 1.7E WEBS 2 X 3 SPF Stud /Sld'Except* 3.8 2 X 4 SPF Stud /Std, 3 -7 2 X 4 SPF Stud /Std REACTIONS (lb /size) 1= 4587/0.5 -8, 5= 4698/0 -5 -8 Max Horz1=- 53(Ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -6658, 2 -3= -6561, 3-4= -6561, 4.5= -6658, 5 -6 =25 BOT CHORD 1.8 =5956, 7.8= 4252, 5.7 =5956 WEBS 2.8= -182, 3 -8 =3273, 3 -7 =3273, 4 -7= -182 5x8 = 3 8 -3.6 3 -6.11 • S • 9 -2 -0 jQty 1 2-8-0 4 I Ply LUNG CLHbSIU 12 • I (optional) e n • ustrles, nc. n ov 13 -0-0 3 -10 -0 • 14 -6 -0 1 -6-0 • 2x3 4 1 Nt j o /Am 111 1 IIII jI I1111 ►z, 8 . ► 7 ►� 4x8 = 4x8 = 10x12 = 10x12 4-8-10 13 -0.0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 • If end verticals or cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 5) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected'as follows: 2 X 8 - 2 rows at 0 -7.0 oc. Webs connected as follows: 2 X 3 - 1 row at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc. 6) Use USP MSH29 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 4 -0 -0 oc max. starting at 3 - 0 - 0 from the left end to 11 - 0 - 0 to connect truss(es) T07 (1 ply 2 X 4 HF) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designs?. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality rnmrnl etnnno rlolivory orortinn and hrarinn rnncuIt OST-AR duality Standard. DS13480 Braelna Soacificatlon. Scale = 1:28.0 • age BRACING TOP CHORD Sheathed or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. EXPIRES 12/7/2001 ", ��V1L1.d L 8� (425) 488-1818 Apr- 1 Wip• 6 (425)-488-8773 Fax 11 00 • Joe • )B0110100 Inv■ i rus T05 • I,, . •:• •i• - e um•er, r1'oo LOAD CASE(S) Standard Uniform Loads (if) Vert: 1 -5 =- 667.5, 1 -3= -64.0, 3 -6 =-64.0 Inv i e, Iruss type COMMON ty :r S •u Uty 1 Ply LUNG C:LAbbiL. 2 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an Individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary' bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality n..Mw.l ....., n. dnl:...... .nvHnn +..d I.r+n.nn ...snood* r1CT.on An +Ilh. Clsndarrl fC12.20 Res.-Inn Cnw•iri•a /inn (optional) e n•us es, nc. n 'ov wVIW LWt air, (425) 488.1818 4_ 1111111100 4it (425) - 488.877 age Plate Onsets (X,Y): LZ:O- 4- 12,0•1 -13], (10:Q -4. 11,0.1 -8], L12:0- 4- Q,Q -3 -D LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I!defl PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.26 12-13 >999 M20 185/144 TCOL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) - 0.44 12 -13 >978 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.12 10 n/a BCDL 5.0 Code UBC /ANS195 1st LC LL Min I /dell = 240 Weight: 137 lb 'Job Truss 4 80110100 T07 TToo•invi a um•er, 'oo 11 -6-0 1 -6-0 6 -4 -9 } LOAD CASE(S) Standard 6 -4 -5 e, 9 -3.4 9 -3.4 russ type COMMON 12 -2 -2 5 -9 -14 3x4 = } 6.00 riT 18 -0-0 8.8.12 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF StudlStd'Except' 5-12 2 X 4 SPF Stud/Std, 6-12 2 X 4 SPF Stud/Std 7-12 2 X 4 SPF Stud/Std 18 -0-0 5 -9 -14 5x6 = 6 5x8 = s Hug REACTIONS (lb /size) 2= 1426/0.5.8, 10= 1315/0.5 -8 Max Horz2= 90(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2 =21, 2 -3= -2315, 3.4= -2053, 4 -5= -2053, 5-6= -1445, 6 -7= •1445, 7 -8= -2053, 8.9= -2053, 9 -10= -2315 80T CHORD 2 -13 =2049, 12.13 =1688, 11 -12 =1688, 10 -11 =2049 WEBS 3- 13 = -309, 5 -13 =346, 5 -12= -574, 6 -12 =920, 7.12= -574, 7.11 =346, 9.11= -309 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, cgndition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -8, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. WARNING- Verily design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown. and Is for an Individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss membdrs. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storaoe. delivery. erection. and bracing. consult LIST -88 Quality Standard, DSB -Eig Bracing Specification, i Uty r'ty , LC)NG CLASSIC 0 1 15 1 I VV. • • I.. ,. Ilse - 23 -9 -14 5 -9 -14 26 -8 -12 8-8-12 (optional) l i e n • us les, nc. rn ov 29 -7 -11 5!!9 -14 3x4 = 36.0 -Ci 9 -3.4 36.0 -0 '6 -4 -5 BRACING TOP CHORD Sheathed or 3.1.3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 1 Brace at midpt 5 -12, 7 -12 Scale = 1:72.7 0 1. 1 EXPIRES 12/7/2001 * tl �� 1 (425) 488.1818 (425)- 488 -8773 73 Fax 1441. age a russ 1B011010 IT08 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 -1 -6-0 1.6 -0 LUMBER TOP CHORD 2 X 4 HF No.2 SOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std russ ype ROOF TRUSS SPACING 2 - - Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incl. YES Code U8C /ANSI95 4 6 -6 -0 6-6-0 6 -6-0 TC 0.82 BC 0.34 WB 0.15 REACTIONS (lb /size) 2= 575/0.5 -8, 4= 57510 -5-8 Max Horz2=•29(Ioad case 3) Max Uplift2=- 12(Ioad case 5), 4=- 12(Ioad case 5) FORCES (lb) • First Load Case Only TOP CHORD 1.2 =21, 2- 3 = -499, 3-4 =- 499, 4 -5 =21 BOT CHORD 2 -6 =442, 4 -6 =442 WEBS 3 -6 =63 4x4 = 3 2x3 II WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storage, delivery, erection, and bracing, consult QST-86 Quality Standard, DSB-89 Bracing Specification, 13 -0-0 6-6 -0 13 -0-0 6 -6.0 DEFL in (loc) I /deft Vert(LL) •0.04 2 -6 >999 Vert(TL) -0.07 2 -6 >999 Horz(TL) 0.01 4 n/a 1st LC LL Min 1/doll = 240 • M E5 Weight: 39 lb GRIP BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2 and 12 lb uplift at joint 4. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard 1161111747-04111 185/144 14 -6 -0 1 -6 -0 Scale = 1:29.2 I EXPIRES 12/7/2 00 1 � W ar (42 40`-r" (425)-488-8773 Fax AVAK f March 13, 2001 Mr. Scott Wiklof Tridor, Inc. 2226 Elliott Avenue, Suite A Seattle, WA 98121 City of Tukwila Department of Community Development RE: Technical Review of Proposed Foster Heights Final Plat Dear Scott: I have one additional technical review comment to pass on to you on the Foster Heights plat. Lot 1, which fronts on South 146 Street, includes the notation "Min. 20' wide driveway for Fire Department turnaround." This area is being provided in lieu of constructing a cul -de -sac or hammerhead for fire truck use in turning around on South 146` Street. The note on the face of the plat must be revised to reflect that the driveway must be 20' wide and the length of area for the turn around 65'. The sixty -five feet may be measured from the centerline of South 146 Street rather than from the property line. The area to be held open for potential fire truck use also must have signage installed to indicate that there is no parking in the 20' x 65' area. If you have any questions about this additional comment you can call me at 206 -431 -3663 I or Lt. Steve Kohler, Tukwila Fire Department at 206 - 575 -4404. Sincerely, Carol Lumb Associate Planner cc: Jack Pace, Planning Manager Joanna Spencer, Associate Engineer Lt. Steve Kohler, Tukwila Fire Department c:` nydocs\Fheights\tlnal pladtech- comments' —.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431.3665 Steven M. Mullet, Mayor Steve Lancaster, Director DEPARTMENTS: Building Division ❑ Public Works, `i r l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete e Incomplete ❑ Comments: APPROVALS O CORRECTIONS: Approved Notation: Documents/routing slip.doc 2-28-02 Fire Prevention Structural REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -080 PROJECT NAME: FOSTER HEIGHTS - LOT 1 SITE ADDRESS: 4830 S 146 ST Original Plan Submittal DATE: 01 -24 -03 Response to Incomplete Letter # X Response to Correction Letter # 2 TO X Revision # 2 After Permit Is Issued Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required p No further Review Required REVIEWER'S INITIALS: DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Planning Division ❑ Permit Coordinator DUE DATE: 01 -28-03 Not Applicable ❑ DUE DATE: 02 -25-03 DATE: ACTIVITY NUMBER: D01 -080 PROJECT NAME: FOSTER HEIGHTS - LOT 1 SITE ADDRESS: 4830 S 146 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: it-ar Z- Building b Public irks !1 ".� 1 i, ,t'x C OOR D COPS PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: X Revision # 2 After Permit Is Issued l/S( Fire Prevention Q Planning Division Structural ❑ Permit Coordinator Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO9TING: Please Route , Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -24 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ire Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 DATE: 11 -22 -02 494- 4 /� DUE DATE: 1 1 -26 -02 Not Applicable ❑ DEPARTMENTS: Bit ing Division $. P blic Works S AEGe. Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIERNTIfYG SLIP ACTIVITY NUMBER D01 -080 Original Plan Submittal Response to Correction Letter # DATE: 07 -19 -01 PROJECT NAME: FOSTER HEIGHTS - LOT 1 SITE ADDRESS: 14445 51 AVE SOUTH SUITE NO: X Response to Incomplete Letter #1_ Revision # AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 6( Fire Prevention (� evention Lr Structural Incomplete LI Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n C ccf t z g Planningvision LUG: i z. q Permit Coordinator DUE DATE: 07-24-01 Not Applicable ri No further Review Required DATE: n DUE DATE 08-21-01 Approved ri Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) fl DATE: Revision Date No. I Received Staff I Initials Date Staff Issued Initials Summary of Revision: Received By: PROJECT NAME: 'mss `—- A PERM' JO:. 2)6 Origindi Issue Date: cF-3 / -61/ Site Address: Ve. d s /KG ST - - - Revision Date Staff Date Staff No. Received Initials t Issued Initials Summary of Revision: �,( t ,g,vr S 2:, a se j $/trz Revision I Date Staff No. Received Initials Summary of Revision: Revision No. Summary of Revision: Date Received REVISION LOG Received please win ! - Z/ - OZ I SAS I -y' /lo - 4 3 Staff Initials Receiv +.By: Received By: Received By: Date Staff Issued Initials Summary of Revision: /evjsti,t, e 4WD ./V ICS cotrolt); 091pr04 eaC "eleSS Revision I Date I Staff I Date i Staff No. I Received I Initials I Issued i Initials (please print) please print Date Issued (please print) g-rS Staff Initials i z 0g co co co iu u _ W 2 u.? cn LU W W 0 0 0 W u. U 0 z Date: Project Name: Contact Person: //5y1/4g Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # Response to Correction Letter # Revision # ? after Permit is Issued Project Address: 4830 S 146 St REVISION SUBMITTAL )0 ( Plan Check/Permit Number: 1) F I L Summary of Revision: r Arrie OG/4- by g■ - )',C11-17k1 Phone Number: z�3 -6'Z -. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 01/17/03 E p City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: //ez ❑ Response to Incomplete Letter # Er Response to Correction Letter # 1 E2' Revision # Z after Permit is Issued Plan Check/Permit Number .6'c.) CH 'r � ... A Project Name: /6,--1 PERMIT GENII:II Project Address: ` 3 o s / • TZC Contact Person: ` / -rte' Phone Number: 0 e& Summary of Revision: j A - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision , f ( ,l_ Received at the City of Tukwila Permit Center by: E3'' Entered in Sierra on r V 1 -3 - % 3 08 /30 /00 REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a— Z/— o 2 - 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # Z after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: 4 • MVP City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 745 Plan Check/Permit Number: CITY OF 1'11KWIlA Received at the City of Tukwila Permit Center by: M Entered in Sierra on /" Z/ 0 2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision zieS' Phone Number: L!� • .x '4 T NOV 2 1 2002 PERMIT CENTER 0 813 0 00 Date: ` / 2 ,z% 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # / after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: Project Name: 7 f- ? ! 71/71 Project Address: Contact Person: 72/13: Phone Number: l � ` ( ``i Summary of Revision: tk / / 7, 7 /r- 1 }�GL_1L�C_D TV OF TUKV411 r' APR 2 9 2.002 ,, MA1T CFNTE Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4co.v Entered in Sierra on L ' : 9 4 / ' C L 08 /30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D01-080 ® Response to Incomplete Letter # 1 O Response to Correction Letter # [] Revision # after Permit is Issued Project Name: FOSTER HEIGHTS — LOT 1 Project Address: 14445 — 51 Avenue S Contact Person: Charles Prib Summary of Revision: .1. \ h.., L .\ • r"la 4--Icr*te 0 Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila. WA 98188 (206)431 -3670 • 7-19-e,/ • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Phone Number: • JUL 1 9 2001 PERMIT CENTER 03/27/01 Part A: To Be Completed by Applicant) Purpose of Certificate: I Building Permit ❑ Preliminary Plat or PUD ❑ Other PZ " ❑ Short Subdivision ❑ Rezone Z O ive Propopd Use: Residential Single Family ❑ Residential Muiti- Family ❑ Commercial ❑ Other Applicants Name: !p 4 f' e-2.4s-:&--'C T 2/ee Phone: S6 O -go - IBefZ Property A Address or ��roximate Locatio : ! C,1r1CLa'i I'-\ s'?. ry '�S T� ( y _ - Legal Description(Attach Map and Legal Description if necessary): i:S ( i Ooh 000 o P447 v sdFeL h = / r; !« ti f 4- Part B: (To Be Completed by Sewer Agency) 1. l - 41 a. Sewer Service will be provided by side sewer connection only to an existing r n size sewer . CAA feet -feem -the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement tc 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) 0 a. The sewer system improvement is in conforr• lance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require n sewer comprehensive plan amendment. 3. lia a. The proposed project is within the corporate ;'mils 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 necessari to provide service. 4. Service is subject to the following: - 1 ) t - )-t'1 -}- Fe-e-* ` a. District Connection Charges due prior to connection: S(..) ccw CI LOW 1 % l GFC: $ O SF6: $ i 12 -4 n 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: npr;clVEt) CITY OF 1 'WORKING TOWARD A BETTER ENVIRONMENT SEWER DISTRICT CERTIFICATE OF SEWER AV ILABILITY /NON- AVAILABILITY Ur Certificate of Sewer Availability 3/11 • .I . 041 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 - 3236 Fax: (206) 242 -1527 H-il OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be vU',ac, gar fro he date • .ignature. a ZLih..21,101t,ga_TE__ I - f -CD Title ate Oota•Poe( PART A: (To be completed by applicant) Site Address (Attach maa and Legal Description showing hydrant location and size of main): /` , j -6 T k - S r" D I 74 tic 00 q-p o5;7 Owner information:. Agent/Contact Person: Name: IoL G145S c WO/ -.4 '1 Name: GA9e6 ' fl24. Address: /6zy P 1Q (.GA rco,IJOtta4c( Address: / ZoS 5O ZSS z"� / , l.�er-i Phone: 6c7 69e' Phone: t o _ 9 46 This certificate is for the purposes of: Pi Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision C:1 Commercial/Industrial Building Permit C3 Rezone J Other s r y t 'ti' Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure r J 0 ft. Area is served by (Water utility district): Owner /Agent Signature: / Date: Date: Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within (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 1/ CPO gpm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. 1 hereby certify that the above information is true and correct. C 1 , _ . D r 1— a 12Y- Agency/Phone Z � - '/ --sec./45 (Use separate sheet if more room is needed) A•enc /Phone WTRAVAILDOC 6/5/96 CITY OF "'IKWILA Permit Centet 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 (Required only if outside City of Tukwila water utility district) By H-ha 3 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. 17 ❑ System isn't capable of providing service to this project. , ., ;' Minimum water system improvements: (At least equal to B2 above) I L. I UL( By Date �o 080 (7- c3- 1 0 A rz-oi r+erc rs. kwg9 l STATE 01 WASHINGTON ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION LONG CLASSIC HOMES, LTD. 1624 PIONEER ST ENUMCLAW WA 98022 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE REGISTERED TRADE NAMES: JML HOMES INC. LONG CLASSIC HOMES Y y The above entity has been issued the business registrations or licenses listed DEPARTIAENT OF LUCENSLNG. BUSINESS 6 PROfESSiONS C. la' 0. BOX 9034. OLYMPIA. WA 9 11SO7- 9034' 6BSj14OG- . -` " ' f. t w -- r ._ + T,t,4 ,yL., Wit. v::T .'• MASTER 'LICENSE SERVICE REGISTRATIONS AND LICENSES UNIFIED BUSINESS ID #: BUSINESS ID #: EXPIRES : REGISTERED AS PROVIDED BY LAW AS1 CONST CONT GENERAL II REGIST. # EXP. DATE CCO1 LONGCHL05409 10/15/2001 EFFECTIVE DATE 09/29/1995 LONG CLASSIC HOMES LTD 1624 PIONEER STREET ENUMCLAW WA 98022 Issued by DEPART, OF LAB R' ,<ND IND IES 4 y 601 452 810 001 03 -31 -2002 0000553 AT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. MAR: MINiMUJM S1-EMI-1 C (1) SHEATHING NAILING (U ANCHOR I BOLTS (3) REM/ ;mss [. D MN. NI" T1 - i1 OR OSB , MIN. lb" Ti-ii OR OS0615 6d • 6" O.G. bd • 4' OC. V • 60" O:C. V • 48" O.G. Qali = 195 PLF Call • 295 PLF ' GENERAL STRJC "'URAL NOTES ALL CO56 . SkAN.L BE h CONFORMANCE GIN TUNE 44FO "• BALDING CODE AMC) 1991 EDMCN 1'Ti. W4.5.41INGTON SATE ArESCPIENTS pESIGN LOADS ROOF LIVE LOAD DEAD LOAD FLOOR L.VE LOAD 4C P'SF 'RESCeITIAL.) DEAD LOAD IC PEF BASIC ;HIND SPEED EXPOSURE B, I • le SEISMIC ZONE 3 Ca • 036. i • UV R.55 25 P'SF 4 8NOIt+) 15 •'SF e0 ACTIONS: NO SPECIAL NSPECTIONS ARE REWIRED NOTIFY NE BUILDNG DEPARTMENT FOR INSPECTIONS REWIRED BY LOCAL ORDNANCE ALL PREPARED SOL BEARING SURFACES SHALL BE INSPECTED BY A BOILS ENGNEER PRIOR TO PLACEMENT OF REINFORCM STEEL FOND AT IONS: PLACE FOOTINGS CN NATNE OR COMPACTED SOL U1N I2OO PSF 5E.ARNG CAPACITY ' A861I ED ). BOTTOM OF DCTERIOR FOOTINGS SHALL BE MNIMU1 1' -6' BELOW OUTSIDE FWIBI -ED GRADE BACKFILL VALLS WiT4 A tEL ORAN * MATERIAL FREE OF OFIrsANIC OBJECTS OR DEBRIS CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACNG OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF TEE UNIFORM BUILDING CODE, i°.l91 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MX I4AvING A MAXIMUM etatie, OF 4 NC F_S MICH CAN ee PLACED WITHOUT SEGREGATION OR EXCESS FREE 'JUIRFACE IILATER USE MIMI Pc • 2500 PSi WITH 5 SACKS OF arer PER CUBIC YARD OF CONCRETE AND A MXII1 1 OF 6 GALLONS OF ULI4TER PER 94 LB SACK OF CE -e4T. MAX i"1 SIZE OF A6GRREGATE 15 1V2'. ALL CCNGRETE SWt4L.L BE POURRED f CNOLI LAICALLY BETUEEN CONTRUGTION OR EXPANSION JOINTS UNLESS S11OIW OTHER LSE. REINFORCING AL- ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORMED EARS N ACCORDANCE WM4 A5T11 SPECIFICATiONN A-615. LAP ALL SPLICES 32 BAR DIAPETER5 OR 1' -6' M1NJ71 1 ULE55 011-ERUISE SHOuN. PROviDE ELBOW BARS (32 DL4 TO LAP E10R1ZCNTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTNG5 AND u REINFORCEMENT SMALL BE ACCURATELY PLACED AND ADEOJATELY SUPPORTED BY APPROVED CHAllst, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CANCi ETE MINIMUM C.ONGREiE COMER FOR REJTFORGING STEE_� : IgzE PROTECTION . SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATI -ER OR EARTH FOOTING BARS 3' T11"!BER; ALL LIMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. BEAMS POSTS 2x FRAMING Dr'2 OR BETTER DF OR BETTER 4-F°2 OR BETTER 111" 1'' ( AND SMALLER) 2" ( AND LARGER) ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO '1U1i1''A GRADING RULES FOR WESTERN LUMBER', LATEST EDITION. ALL WOOD N CONTACT WM-I CONCRETE SWALI SE PRESSURE TREATED. MANTAN MMIt" 111 b" CLEAR BETWEEN WOOD AND EXPOSED EARTEI ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAiLS. ALL MINIMUM NAILING °.MALL BE PER UCB TABLE 23- Il -B -I UN.O. MACHINE BOLTS TO BE A- 301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED UINTI STANDARD CHIT WASHERS. MISCELLANEOUS HANG TO BE 'SIMPSON' OR ICBO APPROVED EQUAL_ ALL HANGERS TO BE FASTENED TO UUOOD WIN PAR NAILS. ALL WHOLES SHALL BE NAILED. aL.IED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WIN ANSI STANDARD AI90.I, AMERICAN NATIONAL STANDARD FOR STRUCTURAL. GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 • 2,400 P5I) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SI-IALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTIERU1SE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE 7F UN5OLt4D KNOTS LARGER THAN t4' DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON NE PLANS AND AS MANxFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO SE ERECTED IN ACCORDANCE WIT14 THE PLANS AND THE MANURACTIRER'S DRAWINGS AND INTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND TIE pESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS . BEEN INSTALLED. PROVIDE 50! ID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND LB STIFFENERS PER MANUFACTURER'S RER'S DIRECTIONS. PARALLEL STRAND LLt 'ER (PSL PARALLEL STRAND L.LP18ER MPSL) TO BE B' Tubb JOIST PIAO*.LAN (PARAL.AM) OR APPROVED EQIJtVALDIT (FID • 29100 PSI. E • 21 106 Psi PIATERAL 564ALL BE DESIRED N MANUFACTURM TO TAE STANDARDS SET FORTIS N PER -292 OR COl'C REPORT ) C. 1b► -R BEARNG LENGTH. 514AL NOT BE LESS THAN 1I1'. DO NOT GUT OR NOTCH BEAMS UNCUT PRIOR aP'P'RD' ✓Al. OR E!rCsNEER. ►�E: cure SHALL NOT OVERHANG NUDE FACE OF SUPPORTING .15EaKtra-WALLIEettbai - ALL DOOR AND lIWII 1€EA4DEk5 NOT CALLED OUT OR OTEERUSE NOTED ON TIE PLANS 3mALL BE *do vF2 wTH O€ CRPFtE ANC ONE SW EACH END FOR OPENINGS 5'-0' OR LESS AND TWO CRIPPLES AND QNE STUD FOR OF MORE NAN 5 WIDE ALL COP NOT CALLED OUT ON THE PLANS SHALL BE MO (2) 5T D5. SPIKE LAMINATED C OLL/1NS TOGETEER WIR4 160 • 16' ac STAGGERED. STAGGER SPLICES -IT TOP PLATES MNt1i"1 48' AND NAILS WM4 I64 • 8' OC. 044EAR WALLS: ALL SWEAR WALL 5 EATE456 NAILING AND ANCHORS SHALL BE AS DETAILED ON TI-E DRAWPr 6 AND NOTED N TIE SHEAR WALL SAKI --E. USE APA RATED '. AN (24/e) WTN A MNAI1I PANEL EDGE NAILING OF ad • b' OC. UNLESS NOTED OTHERWISE. ALL 51-EAR WALL NALNG 5•4ALL BE GOM'10N WiRE OR GALVANIZED BCx NAILS. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL 4AvE STRAP COtECTO S TO TIE TOP PLATE AT EACH ETD ILJWEJN TEE ►#DER NTE TS TIE TOP PLATE USE '51M1PSON' 1'115T424 CCNECTOR UK°. FLOOR AND ROOF FRAt•iI PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTiTIONs NAT EXTEND OVER MORE THAN HALF THE L WEI-4 AND ALL AROUTD ALL OPENP 5 N FLOORS AND ROOFS UND. APPLY 3/4' RATED 5WEATWP1(3 (40/20) GLIDED AND NAILD TO FLOOR FRAM.* 11310ER5 WiN 8d CQ'110N OR GALVANi?,ED BOX NAILS AT 4' OC. AT ALL SUPPORTED EDGES AND 8d COM10N OR GALVANIZED • BOX NAILS AT 12' OZ. AT INTERIOR SUPPORTS. APPLY SI RATED SEATWP (24/0) ON ROOF NAILED TO STFfENERS OR RAFTERS U IN 8d COP'i104 OR GALVANIZED BOX NAILS AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12' OC. AT INTERIOR SUPPORTS. LAY SEIEATI4N6 rERPSDIQLAR TO FRAMING AND STAGGER PANEL EDGER. I320 TRUSSES: TRUSSED TO BE DEW:NED AND SUPPLIED N ACCORDANCE ULAN UBC SECTION 2321. DESIGN TO BE 3Y A PROFESSIONAL Et€ER LICENSED IN THE STATE OF WASHINGTON. MEMBERS SHALL BE SIZED TO ACCOMDATE A 25 PBF SNOW LOAD AND ALL DEAD LOADS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALiTY CONTROL STAMP, MANUFACTURERS NAME, DESIGN LOAD, AND MAXIIIJM SPACING.. ALL MECHANICAL COMECTORS SMALL BE 1080 APPROVED AND LOADS #CALL BE IN ACCORDANCE WIN THE RECOMMENDED ALLOWABLE LOADS. MA1LFACTURER SHALL PROVIDE ALL FRAMING-TO-TRUSS AND TRUSS-TO-TRUSS CONVECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SMALL SUBMIT SHOP DRAWINGS TO THE BALDING DEPARTMENT :FOR APPROVAL AND vERFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SMALL CCIfORM TO TEE UNFOR1 BUILDING CODE (.NBC), 1991 EDITION. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SA.'"ETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFOR!'1 TIE SPECFED WORK. TI-E CONTRACTOR MALL VERIFY ALL DMENSIONNS AND ALL CONDITONS AT TIE JOB BITE INCLUDING BUILDING AND SITE GONDTIQNS BEFORE COMP'ENGNG WORK AND BE RESPONSIBLE FOR SAME. TIE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS µAYE BEEN INSTALLED. TEE CNTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. TIE DETAILS Si-MIN ARE TYPICAL AND SMALL BE USED FOR LiKE OR SIMILAR CONDITIONS NOT 5HOUJN YDRI.ATIONS AND MODIFICATIONS TO WORK 51-1011N ON NE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT TIE WRITTEN PERMISSION FRO NE ARCHITECT OR ENGINEER SHEAR WALL SCHEDULE 1) ALL WALLS DESIGNATED" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE 51-EATIED ILAN RATED SHEATHING (24/0, OSB OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE). NAIILNG AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER UC.S3 TABLE 23- II -B -I. 2) NOLDO NS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUNALENT TO BE USED PER PLAN. eL?B OF SWEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE IWTi4 ONE BOLT LOCATED NOT MORE THAN 12' NOR LESS NAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINRJI OF 1" INTO CONCRETE. WASHERS TO BE MINIMUM 2" x 2' x 3/I6". FILE COPY understand that the Plan Check app roval s are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. Date Permit No. R EVISIONS '4"1"4 " 0-141 `1 -“± m SHALL BE MADE TO OF ORK WITHOUT PRIOR BUILDING DIVI�� �. FEVI. IONS WILL RE A N ��z„� . .,) A ' I CL! J3E ADcIT.�� , PLAN y F C [3 - rAL AL PLAN RE )EW FE LS. S. CiTY Of TUKWII A APPROVED MAY - 1 2002 1 REVISIO (A • 410 ea FT) wrsw ac -1 `- wwaw�nti m, .v 0 CITY UK APR 2 9 2002 PERMIT CENTEFi Di- VS COPYRIGHT 2001, SEGA ENGINEERS E 0 A r a i P o .2 L., 75. • g• I 2 C 41 . o :1 i I i N 1 F- a i t00Z P2 iiE III 5i unf tu3 finis nV Hal \Z5 / \sawoH 3Isseto 6uo1 \L6 11 OV3olne\ sat t J ule,i6oud\ :3 • . 1 • 4, 1 • 1 t - 4 .e ;Taivi.lifi "z#44crorr pier ttric. rxe_1 4 - 1410 1-21 ■••••+••..... • ••••• • '60 lf figgl fat TT - PL144,-‹ 6140fr-ite .111111•1111■ • •••••■ ottortiaila — -47/06-04-1 • • • • rilIVISRED AND APPROVED Po R •SOTECIESICAL DRAINA48 FILE PY I understand that th,Plap heck approvals sire subject to ems aull'odrisslaWisand approval of plans does not authorize the voation of RN adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged By • REVS() These plans have been reviewed by the Public Works Department for conformance with current ity standards. Acceptance is subject to errors and omissions which do not authorize violations adopted standards or ci.rdinances. The respon, for the adequacy of the design rests totally With the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawiliks , WI for subsequent approval. - •-,-- Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: , 312s ••••■•■• 1\11 N 0 rez I TP 1 . ••••••••••■• CONSIDERATIONS . TUKWILA PUBLIC WORKS r* 044'1 ey Nef 1 ‘ 4 4)Ze 1PAN ° ;r rAlk zr 2 ihro elge # 6 RECEIVED JAN 2 8 2003 v;A.C k 4. TZeNCH lif4-Org 4.#NLI leg L - ®02 •JP4.M b470 .4erit.4o kr-1 Ir.) •••••••...matomrissellornmastair.latillelloc.r 1.11141,211 144 •• I 4 7 A z. ‘)4 44 h! ./5 9(77 7_(2)r-sr Nr----NA- r\x. 7t1t.f., 4.0r*. 4e>-.. RIPE ‘{' vvc. ‘10 p.411 z. AZAIN NAN ) 3 4 t , • „IrC. 4;04271> iymil btfjelk," itartitais • . • 1-#\ Z - Tin OF REVISION 1 I Kor I 6. sr^ 0017080 RECEIVED CITY OF TUKWILA JAN '1 iuti PER 1 **1 *I 1‘) ; >..:. Y .0 .� t W jtR19l37 IE a vht~ •y . - - da' ` :S•:+� ::71 ='a r ! .: its }'' -'�..a C.':';w ,Y. • `1 s� cwcs ra» +wJMM(wrJ+V0.0W0.0,1;•i yap. 00w00V00CW044`w , MlY'faJt�alaMrarA'•YIOM YKT.+Y.a.G - iX: armrtmer , et:r x^zr'. 41,; v sasi:.k CITY OF T �.. BUILD% $. REV NO CHANG Y- HALL BE MADE TO THE SCOPE . F .WORK WITHOUT PRIOR A` '' OI/ •F TUKWILA BUILDING DIVISION. LOT"' VISIONS WILL REQUIRE A NEW PLAN SUBMITTAL iid'!AY INCLUDE AOD TIONAL PLAN REVIEW I=LL.'S. td!'R?�vY SEPARATE TE PERMIT RIMMED `IRED FOR 314 E CHANICAL ELECTRICAL LUMBING l GAS PIPING C'fy.s ^a: S. 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" .x. ,wcw, AA: ..�, a z, mx: uuti as ss - awe o«.al..w. „w m..r m .. a, ,+,ti.. > . = ., .�...•w voara <ymae . ,a. ..�.... et��d.:wa »�'k #l�,rsn.swa+wnw 4 _.�.....•ii..w:w't.a �7N^yc »wwu 1- y...REG EO '♦ C►TY.0r. ti101 'f ;it (.4!4a 4 • 01 4 L �zl- }�7uLF ..++ w' tl+ e �s.. �1... v..+ ws. x+.v.eNww.uaw+yerMw�wRa.�+sw.m. sear~ •rvr.,w4y'w•.wr.r,uyro..,�cwywrw n-�.a.r.ow+.nlwte»w +wwri+i�» �r �.au�st wr➢r,wx �� /M 11 a 0A.6144<54EonT I o4tle, 0 33 ZiPFr flu -� I< i (II• 4 Ir Qpr I i k - v k - ,,R l� `" ►,I ire • l 13 jsAH i 20111 ittc. L$11 N / rLM1i?p g4 re Z�t�ti�uu� bT Ilv °v% 049Yerrrrrira rrsa r ri CRAW LSPACE VENTILATION , . MAN NET AREA 1 SQ. FT . FOR EACH 150 SQ FT OF FLOOR AREA, .OPENINGS TO BE. PLACED AS CLOSE TO CORNERS- AS `PRACTICAL`' AND SHALL PRQINIDE CROSS VENTILATION. ON AT LEAST TWO OPPOSITE SIDES, U SEC' 2313.7, CRAWLSPACE UNOBSTRUCTED ACCESS , MIN 18 ". X 24" UOC ,SEC 2317.3 ATTIC. VENTILATION, 1/150 OF ATTIC AREA OR 1/3Q0 IF HALF IS. IN SOFFIT AND HALF IS 3' ABOVE PLATE LINE UBC SEC: 1505.3 t ATTIC ACCESS MIN 22 "X 30" WITH MIN .30" HEADROOM UNOBSTRUCTED ACCESSIBLE OPENING UBC SEC 1505.1. IN ROOMS NOT PROVIDED „ I= OPERABLE WINDOWS OF , i/20 OF FLOOR AREA OR 5 SQ FT, MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR- CHANGES PER HOUR SHALL, BE PROVIDED UBC SEC. 1203. 'DRYER VENT, FANS AND RANGES /OVENS SHALL BE VENTED TO THE OUTSIDE. GARAGE AND;HOUSE OCCUPANCY SEPARATION MIN 1 HR TAPED AND FINISHED SEC. 302, 4 (3) AND TABLE 3 -B UBC. gARAGE AND BASEMENT SUPPORTS TO BE 1; ? HR TYPE "X” OR EQUAL GYPSUM WALL BOARD. TILE FOR. SHOWER SHALL BE .16' ABOVE DRAIN WITH WATER RESISTANT BACKING. EGRESS IN ; EVERY SLEEPING _ROOM SHALL HAVE A MIN NET CLEAR OPENING OF 5.7 SQ.ET,, THE IN NET CLEAR HEIGHT SHALL BE' 24" MIN NET CLEAR OPENING WIDTH DIM OF 20" BOTTOM OF ' OPENING SHALL, NOT BE MORE. THAN e44' ABOVE FLOOR , FIREPLACE CODE COMPLIANCE PER UBC CHAPTER 31 -B:A LOCAL BLDG DEPARTMENTS, A REBAR AS PER UBC SEC: =310 HEARTH , DIMENSIONS HEARTH SHALL EXTEND, MIN " FRQ1 THE FRONT, AND 8 ". MIN'B EYOND EACH SIDE OF THE FiREP OPENING,:. WHERE THE FIREP OPENING IS 6 S Q.FT. 9 LARGER. THE HEARTH EXTENSION SHALL.` BE 20" IN 'FRONT :A 12" TOUCH SIDE; OF OPENINGI CONCRETE OR MASONRY MUS NOT BE SUPPORTED "QN WOOD,FRAMING, .rt APPL'AND INSTALL. QF--INSU COMPLY- :WITH 190 STAY OF W_ G LAZING IN COMPLIANCE W WA SH STATE SAFETY LASS LAW. N S EC 2486 UBC. GLAZ AND LOCATION iU EC 3. GLASS ON 'DOORS; )114 1, FWI DOOR ::° OPENING, GLAZING CLQ5 'SOWER DOOR - °AHD THE `S TEMPER :GLASS LAMINATED RESISTANT, PLASTIC, 0 WI SKYLITES. % HOWER ENCLOSURES HA BE EMPERED { OR LAMINATED SA LASTIO SEC 2406: UBC, GLAZ WITHIN 18 ":`OP 'FLO DIMENSION ° SHALL . COMPLY ',. SEC' 2406 -AND UBC STD r 24 A ALL EXTERIOR WALL GLAZING HALL Be DOUBLE GLAZED A COMPLY WITH 1994 STATE OF WASH ENERGY CODE. r _ } TREATED WOOD /WEATHER PER BBC. SEC 2317 a D, STANDAR TO HUMAN IMPACT r ,S C H -12" ON . EITHER SI 1‘.' THAN 18" TO ;MLO)SURE SHAL4 . B SAFETY GLASS OR Sal E REINFORCED' G LAS,, ON AND -VAPPkEARRER SHALL' ►S ENERGY CODE. C • 2406 UBC STD NO Y 24 XCEPTIONS ARE OUTLINED. =y 1 ,aztt,r . • • , • '•• •••,- .• •• - 0•••••• ■•••••• .e.,4, •••••j• ri) Alt 44.•• fkoVz.re*".re ,•• • ry 4i • • 2, - • 21, r IL • I 3 • yi.. g,,. 44r s .Y� • �♦ 3 • rivc aTo9 _ 4 14'41 reiv415 fire i 1 1 N v 4 \r z I j&f4 lit' 1 "rTr 44-n NV 4 t-- v - iNtl"pL.L., 1'4" fr zit"' 4*0. 1t4 4? irr 04444 fAI Lie • 1 - r i4 • •••••■•10 tim INV 2i2-CAO 14i air dit7.0 v * • -; the e - after tnis e v.:11 reutirt: I • sutz -,ub;ect to ticld in' pcct...: utlities soectof 10 FT 5AN4 sEuyErz. ERsEmE ri rist314- lr1T2L f I vel .Ate- -7 tt■IV 4 1Z 4 1 . _-7 PV 1 tZ - M 4C(.2 IINV 414 10 FT EkbEr-tENT PER ocogazer) puar Th — ASLaii, , , _. 7 ._ I )(-i i,,- -44 p .. . ••:./ • . - 0 1 • • ( ,• ... „, i • ‘ , , 7 ..: $ 0' I • ' • ' re ii.: ts 3r...,,/1d. ...)■P iR I E -' S '14:1-''':.. 31 411 1. 4 /( 1: 2...1 1'.. 4141 .. .....,..1■0.911..• K11.1 i@kri *TAte4 tiof tAoze Fr Blair vi4o ir-tra 4Tgo or-4P MIN, _OP t l 1 .,01 1.-.1 4H V 1 4•oc ok miA f itc.) • 1.0 ti P 141 12Zikii- 6 I V\i 1C) _,v■.-__ IMAic ! two ci -4 I i 11 i vict tril 0 0‹.(46,kole 610,4 t. -feet:1 v r€kw 0 0-rhewif urkiwo, bip or_eA400 AN4p p-Pc - .1110r1(4.4. .:Ovista tigth;glial s 'Aser. v Mtoii i 1 134G 2S4-i P ‘e p<cAvAi'p • 7 1- 6 - ; 44'14 - rzoi)r-ip 11011111111111111i r LN •ZW.e/fe/./ /17.4477/2! . iM • r .r)TAkii„ --- AN7 _ 4"Ncrei rvc SCAM: DATE: REVISIONS DATE VIM 4 APPROVED SY szp. rnovi g Tg P(ZAIN TYPE OF REVISION unixr piabiNito I I 11-NdLI: 4,1* I ikig_XM2Z6iits LONG CLASSIC HOMES ENUMCLAW WA DRAWN BY / REVISE!) LOT I FOSTER HEIGHTS KING COUNTY, WA - DRAWINQ NUMBER APPR BY Po i LEGAL DESCRIPTION OF RECORD PARCEL A. THE WEST HALF OF LOTS 10 AND 11. BLOCK 4. ADAMS HOME: ACRE TRACTS. ACCORDING TO BE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31. IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASE VEIN T FOR INGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11. SAID BOCK 4. AS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 3573683. PARCEL B: LOT 12, BLOCK 4. ADAMS HOME TRACTS. ACCORDING TO NE PLAT THEREOF. RECORDED IN VOUIIIE 11 OF PATs. PAGE(S) 31. IN KING COUNTY. WASHINGTON. PARCEL C: TEST HALF OF LOT 13. BOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED W vOLUME 11 OF PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON PARCEL 0: LOT 14. BLOCK 4, ADAMS HOME ACRE TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS. PAGE(S) 31, IN KING COUNTY. WASHINGTON. METES AND BOUNDS LEGAL DESCRIPTION A PORTION OF BLOCK 4 OF ADAMS HOME TRACTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 11 OF PLATS, PAGE 31 IN KING COUNTY. WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 01 EAST ALONG THE EAST UNE OF SAID BLOCK 103.09 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING NORTH 01 EAST ALONG SAID EAST LINE 103.09 FEET; THENCE NORTH 87 WEST 189.29 FEET; THENCE NORTH 0177'47' EAST 206.31 FEET; THENCE NORTH 37'51'26" WEST 189.46 FEET; THENCE SOUTH 01 WEST 103.22 FEET; THENCE NORTH 87 WEST 126.11 FEET; THENCE SOUTH 0173'03" WEST 309.78 FEET; THENCE SOUTH 8T55'58 EAST 315.06 FEET; THENCE NORTH 01774T EAST 103.16 FEET; THENCE SOUTH 87 54'50' EAST 189.20 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE ROAD RIGHT OF WAYS AS SHOWN TO BE DEDICATED TO NE PUBLIC ON THE MAP PAGE (PAGE 3 OF 3) OF THIS PLAT. DEQLCATIO N KNOW ALL PEOPLE BY THESE PRESENTS. THAT WE. THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO RCW 58.17.16. THE UNDERSIGNED FURTHER DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE AND UEN HOLDERS OF THE LAND HEREBY PLATTED, HEREBY DECLARE. DEDICATE AND CONVEY TO THE CITY OF TUKWILA FOR T- USE OF THE PUBUC FOREVER ALL STREETS, WATER, STORM DRAINAGE AND SANITARY SEWER SYSTEMS LOCATED ON EASEMENTS AND RIGHTS - OF -WAY SHOWN THEREON AND THE USE THEREOF FOR ALL PUBUC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBUC ROADWAY AND UTILITY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND ALLEYS SHOWN THEREON. THIS DEDICATION OF THE PROPOSED PUBLIC ROADWAYS AND UTIUTIES IS SUBJECT TO THEIR COMPLETION BY THE DEVELOPER AND THE ACCEPTANCE AND APPROVAL BY THE PUBLIC WORKS DIRECTOR THAT THEY HAVE BEEN COMPLETED TO OTY STANDARDS. WE AND ALL OF OUR SUCCESSORS WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBUC FACILITIES AND PUBUC PROPERTY WITHIN THE SUBDIVISION. (17.04.060 3.2.) IN WITN REOF WE HAVE SET OUR HANDS AND SEALS. MICHAEL K - AN PRESIDE , TRIDOR, INC. ACKNOWLEDGMENTS STATE OF WASHINGTON `. ) SS COUNTY OF KING ON THE 3R DAY OF 3u► 20 01 BEFORE ME. THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED MICHAEL S.K. CHAN TO ME KNOWN TO BE PRESIDENT OF TR:GCR, INC., A WASHINGTON CORPORATION, THAT EXECUTED THE FOREGOING INSTRUMENT, ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT 4t e AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF. I HAVE HEREUNTO OFFICIAL SEAL THE DAY AND YEAR FIRST ---- -- 1`I 0 .2� • SS1 9yN r S o NOTARY m • i i � : U co % S �G i II I 9•• 9 9. STATE OF WASHINGTON )\ ) SS COUNTY OF KING SURVEYOR'S C I a) S S Z'P\ ONFy91I1 i ' NOTARY m: :o m: PUBUC 84c3,•, 9 8. 3 , A PREUMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 - 4 / rANK/6 SET MY HAND AND AFFIXED MY ABOVE WRITTEN. PRINT NAME OF NOT/., 'us Slnealnp,v SIGNATURE OF NOTARY PUBUC DATED 3_ Zoo I WAS MY APPOINTMENT EXPIRES St/ t o9, 20o3 STATE OF WASHINGTON COUNTY OF K 3 ON THE_ 2i °1 1S, AY OF J 1• 2041 ME, THE UNDERSIGNED NOTARY PUBLIC IN _ AND FOR THE STATE OF WASHINGTON. PERSONALLY APPEARED } j i .- E , -Lt 2n TO ME KNOWN TO BE. VR ) .L -- r OF CITYBANK, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT__._ UL AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN STATE OF WASHINGTON COUNTY OF /Rat/7_ REGISTERED AS A LAND SURVEYOR BY THE STATE / WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF E LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. WAS A PORTION OF THE NE1 /4, SEC.22, T.23t&, R.4E. KING COUNTY, WASHINGTON CITY OF TUKWILA AND PRINT NAME OF NOTARY C L /5 54e - 44,/ SIGNATURE OF i /) NOTARY PUBUC �� DATED 3 , 2eo MY APPOINTMENT EXPIRES S�.tt. 09 , Zoo 3 FOSTER HEIGHTS CO OF TUK' LA APPRO I S PUBLIC WORKS DIRECTOR'S CERTIFICATE I HEREBY APPROVE THE SURVEY DATA. THE LAYOUT OF THE STREETS. ALLEYS AND OTHER RIGHTS -OF -WAY. DESIGN OF SEWAGE AND WATER SYSTEMS, DRAINAGE SYSTEMS AND OTHER STRUCTURES I CERTIFY THAT NE SUBDIVIDER HAS COMPLIED WITH ONE OF THE FOLLOWING A. ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF THIS TITLE AND WITH THE PRELIMINARY PLAT APPROVAL AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR ELECTRONIC RECORDS IN A FORMAT APPROVED BY PUBUC WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD. UTILITY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BONG AS CONSTRUCTED' HAVE BEEN SUBMITTED FOR CITY RECORDS_ B. AN. AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVE BEEN EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TITLE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED IMPROVEMENTS AND CONSTRUCTION PLANS EXAMINEANb APPROVED BY THE C!1Y OF TUKWILA DEPARTMENT OF PUBLIC WORKS THIS 9 DAY _ 20 Q!_� ( 312i n V1 IIQ'C;t ik� DIRECTOR CITY TREASURE'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS. AND ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY NAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBUC USE ARE PAID IN FULL 042.,. R os,eA44Q.Q_ FINANCE DIRECTOR TH'S___V _DAY OF g'0 MAYOR AND CITY CLERK'S APPROVAL EXAMINED AND APP VED BY THE CITY OF TUKWILA THIS /7 TUKWILA MAYOR ,TLI}KWILA CITY CLERK KING COUNTY APPROVALS KING COUNTY TRFASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS. ALLEfS, OP FOR OTHER PUBLIC USE ARE PAID IN FULL. PREPARED BY DRAWN BY' M 4 • • DIVISION ON OF R ORDS AND ELECTIONS DEPUTY DIRECTOR. KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS 20.01_ A.D. 7 / (o/oi DATE Wel / /ANNY R k -49, COUNTY(TTREASURER *ke'1 E1NAlVCr .12 � '••.SEAS •� +f � L - gsNING� KING COUNTY DEPARjMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS /7 _DAY OF-r y 20 a/ A.D. ,.,5f. A/nhLP 1, KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR RECORDING NO.NQO /O j /cP 0 RECORDING CERTIFICATE FILED.SOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS 1_I3_ DAY OF _S.ZI•_ 20 0 A.D., AT �O MINUT PA - T- a v !� -__ M . AND RECORDED VOLUME_,„2Q . OF PLATS, PAGES A = � _, RECORDS OF KING COUNTY, WASHINGTON. DIRECTOR, KING COUNTY USSE SSOR DEPARTMENI OF RECORDS AND ELECTIONS INCOMPI LTR# "NOTE" PO/oP ORO WATER AND SANITARY SEWER SERVICE PROVIDED BY DISTRICTS. `A w Baima & Holmberg Inc. ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAIi, WASHINGTON 98027 CHECKED BY; WSH JOB NO. 1736 -001 DATE' 4 -9 -01 VOL. /PG. RECEIVED ! +JI_ 1 a 7001 TUKWILA PUBLIC WORKS (425) 392 - 0250 1736 -1 FP.DWG SHEET' 1 OF 3 RECEIVED CITY OF TUKWILA PERMIT CENTER i n1JTY EASEMENTS AN EASEJAENT IS HEREBY RESERVED FOR AND GR ANTED TO SEATTLE CITY LIGHT. US WEST TELEPHONE COi1PANY, AT&T CABLE TV COIAPANY AND OTHER UTILITIES. ANO THEM RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET CF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS CF WAY AND TRACTS (BOTH PRIVATE ANO PUBLIC). AS WELL AS AN EASEMENT YMTHIN ALL PRIVATE ROADS. TRACTS. AND DRIVES, IN WHICH TO INSTALL. LAY. CONSTRUCT. RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS NTH NECESSARY FACUTIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION. AND OTHER PROPERTY. NTH UTILITY SERVICES. TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED NO ONES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE. CABLE TELEVISION. FIRE OR POLICE SIGNALS. OR FOR OTHER PURPOSES. SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. RESTRICTIONS 1. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 1. SET 1/2 REBAR AND CAP (LS #11332) AT ALL REAR CORNERS. SET TACK IN LEAD IN CURB AT THE SIDE LOT UNES PRODUCED TO AN INTERSECTION WITH THE CURB LINE 2. TRACT "A" IS A JOINT ACCESS AND U11UTY TRACT. 3. THE LOT OWNERS OF LOTS 9. 10 AND 11 HAVE AN UNDIVIDED OWNERSHIP IN TRACT `A" AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. 4. THE FIVE (5) FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 6 AND 7 IS FOR THE BENEFIT OF LOT 5 AND 6. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 5. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 12, 13 AND 14 IS FOR THE BENEFIT OF LOTS 13, 14 AND 15. THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE, AND SHALL_ EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED tN COMMON. 6. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOT 11 IS FOR THE BENEFIT OF LOT 10. THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON - 7. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 1. 2 AND 3 IS FOR THE BENEFIT OF LOTS 1, 2, 3 AND 4, THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON. 8. THE FIVE (5) FOOT DRA:NAGE EASEMENT WITHIN LOTS 14 AND 15 IS FOR THE BENEFIT OF LOT 16. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THAT THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACUTIES USED IN COMMON. 9. THE TEN (10) FOOT DRAINAGE EASEMENT WITHIN LOT 9 IS FOR THE BENEFIT OF LOTS 1 -4. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 10. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS. AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE APPLiC TOON ANY BUIILDNG PEEF CONNECTIONS SHALL MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL, FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND AND SHALL COMPLY WITH PLANS ON FILE. 11. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON ALE WITH THE CITY OF TUKWNLA DEPARTMENT OF PUBUC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WNLL REQUIRE MITTEN APPROVAL FROM THE PROPER AGENCY. 12. THE RESIDENCE ON LOT 15 SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 13. THE OWNERS OF LOTS 10 AND 11 OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED ON THOSE LOTS AS REPLACEMENT TREES FOR TREES REMOVED IN STEEP SLOPE SENSITIVE AREAS. LOTS 10 AND 11 ALSO OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED TO SCREEN THE STORM WATER DETENTION VAULT LOCATED ON THESE LOTS. THESE TREES ARE IDENTIFIED AS THE "TREE REPLACEMENT AND VAULT SCREENING EASEMENT" AREA ON THE PLAT MAP. THESE TREES ARE SUBJECT TO THE PROVISIONS OF TMC 18.54, TREE REGULATIONS, AND SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT. NOTE THE DEVELOPER SHALL COMPLY NTH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS, INC. DATED FEBRUARY 10, 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS. APPLICANT IS TO INCLUDE. AS PART OF THEIR SINGLE FAMILY PERMIT APPUCATION, A LETTER FROM THEIR GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS THAT THE HOME FOOTING AND FOUNDATION DESIGN INCLUDING FOOTING /FOUNDATION DRAINAGE SYSTEM ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. DURING HOME CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE UDE: HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO 8E SUBMITTED TO THE CITY AND TO INCL A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS, B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS. RETAINING WALLS. DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH 111E GEOTECHNICAL RECOMMENDATIONS. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTER HEIGHTS. 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. ATTORNEY'S AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL OT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEY'S AND EXPERT'S FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. PRELIMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 FOSTER HEIGHTS A PORTION OF THE NE1 /4, SEC.22, T.23N., R.4E. KING COUNTY, WASHINGTON CITY OF TUKWILA L CO 0 0 S 87 '52'34' E 126.1 1' PARCFI 'B' T.L. 0040000560 S 87'5'58 "E 01 VICINITY MAP kTS r • PARCEL 'A' oM • T.L 0040000539 • S 87'51'26 E 189. PARCEL 'B' T.L. 0040000550 PARCEL 'C' T.L. 0040000554 315.06' INSTRUMENTATION INSTRUMENT USED: FIVE SECOND TOTAL STATION. 0 S. 146TH ST. S. 144TH ST. T FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000. INDEX LOCATION: THE NE1 /4 OF SEC. 22, T. 23 N.. R. 4 E., W. M BASIS OF BEARING: NORTH LINE OF NORTHEAST OUARTER N 87'49'18' W PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 11ttttutI /III /t/♦ WIMIL IM ..c11TPL� PREPARED BY DRAWN BYI Balms & Holmberg Inc. 100 FRONT STREET SOUTH MM ENGINEERS & SURVEYORS ISSAQUAH, WASHINGTON 98027 JOB NO. 1736 -001 CHECKED BYI WSH DATE' 6 -13 -01 S 87'5.. '42" E 189.29' S 87'54'50" 189.20' TU; PUBLIC. WClRI< (425) 392 — 0250 1736- 1FP.DWG SHEET' 2 OF 3 VOL. / PG. 0 0 ---t w 0 RECEIVE') CI, Cr' : h!I A PERMIT CENTER 17 - IA -1FP d -, A- 1'Z - 1,77.00 rc- r -0 O N I- N I') 334 4 3 I I • • I T ED 4 .4' ....CANC.. mON. WITH COPPER PLUG & PUNCH MARK (ENCASED; / VISITED 7 -22 -97 22 1319.30 FD. 4 CONC mON WITH COPPER PLUG & PUNCH a ARK •0 04 NO OF LINE (ENCASED) VISITED 7 -22 -97 -1 v ^ a o z x 711 cn Lt 3ja 10 ri NI i 1 I 20' 1 20' 1 Th I NORTH LINE LOT 14 BLOCK 4 ..DAMS HOME TRACTS f S43752'34' E 20.00 20.00 20' 20' I - FO. 2" BRASS DISC IN CONC WITH PUNCH M.ARk (ENCASED) VISITED 7 -22 -97 NEST LIHELOT BLOCK 4 ADAMS ADAMS HOME TRACTS 86.11 10' SANITARY _J \SEE NOTE 5 & 8 ON PAGE \,., -- - _ r SEWER ESM'T POWER ES , " XX 16 RECORDING NO • \ `, \ 15 "^ ' I ' T , r � ` 6 \''....,t TO SEATTLE aTr '.9990812000314 ' t' I � ` SEE NOTE 8 ON PACE 2 \p_ ' : \ LIGHT - UPON I \ >. RFrORTMN / ' 551x1 SO. E I. a \0,� , s, / I , • 4 \ ,' r 5' WATER ESM'T F \ C» - , YPi \ .C1� 1 DEDICATED TO - I / / \'- �1.?� 7k1 , 73.56 3 >7 O cNi N - -44.5 2 3 SAN, TART SEWER ESM'T PER 8 PRELIMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 SEE NOTE 4 ON PAGE 2 5 6500 SQ. FT 10' L UTILITY EASEMENT SOUTH 145th ST REET W 2.44138 \, RECORDING NO. 19990812000314 N 88'36'57" w 3 ` . • I • 66.62 o � 60.5.3 h --- _ 7DJ1. 6500 50 I PUBLIC SIDEWALK EASEMENT SEE NOTE 7 PAGE 2 60.63 1 9 4 0 I 5' PRIVATE I I S 8836'57' E DRAINAGE 1 { EASEMENT 0 N 0 CV us ' pi • 6 6500 SO PT 1 SEE NOTE 4 ON PAGE 2 SEF TE 7 PAGE 15 7265 SO. FT. FOSTER HEIGHTS A PORTION OF THE NEI /4, SEC.22, T.23N., R.4E. KING COUNTY, WASHINGTON CITY OF TUKWILA N 67'49'1E1 W 2637.87 (?OS) .N 87'49'15' w 2637.84 MEAS. NORTH LINE W1/2 LOT 10 BLOCK 4 ADAMS HOME TRACTS 90.76 SEE NOTE 5 & 8 ON SHEET 2 OF 3 OF `F-1 S PLAT SEc NOTE 5 CN PACE 2 p \ �Z 13 N ui �� 5547 SQ. FT yic, a" o5vv SJ. FT. � \\- 6500 15 POWER ESM'T / 1 IU JLA I ILt (,ITC r, 5' PRIVATE -/\\ L iGHT - UPJN �9 / DRAINAGE \ RE . RD,N , C + EASEMENT \ \, 1 ` .14 _ \. -- _ \ ✓ 6500 S0. FT. 5' PRIVATE DRAINAGE ESM'T LOT 6 & 6500 SO. FT. SEE NOTE 4 ON PAGE 2 650C SC FT. .. 2 0 1 5' wA'ER ESM' T SEE N 7 - DEDICATED TO PAGE 2 wD 125_TY ti S 8751' E 6500 SO. F T. 1318.54 769.46 35. � v �11 I 6500 SO. FT. ° 10' SANITARY SEWER ESM'T RECGRDING NO 19990812000314` BASIS OF B EARING, z 62.88 SEE NOTE 5 ON PAGE 1Q' SANITAAY I SEWER ESM'T I RECORDING NO 199908120003141 6500 50. F SEE NOTE 7 - 1 PAGE 2 0 1 -r i- Cu W O z ' WATER ESM'T S 8 E 315.06 OECICATED TO THE PUBLIC FOR ROAD PURPOSES � - UPON THE RECORDING OF THIS PLAT S 146TH ST S 87 55'58' E 1318. 52413 _ - 0 20 4v 80 • LOUND MONUMENT AS NOTED ® MONUMENT TO BE SET ROS RECORD OF SURVEY RECORDED iN VOLUME .0 OF SURVE *S. PAGE 57 C. h:K G-_ _OT LINES G SET REBAP AND CAP. LS, 11332 - REC 19 WA TER? L�11 S 37b3"4.2" f F _ • LEGEND EAST LINE OF w1/2 LOTS 10 AND II / BLOCK 4 ADAMS HOME TRACTS CURVE :�E TA�.7LL NO DELTA RADIUS LENGTH Cl 90'00 25.00 .39.27 C2 72'47'45 _ 25.00 31.76 C3 3738'36" 46. 30.22 C4 51'42'32" 46.00 41.51 CS 73'31'21" 46.00 59.03 C6 62'49'32 46 00 50.4.E C7 40'43'38' 46 00 32.70 C8 73'3 7'54" 25.00 5.95 C9 90T30'00" 25.00 39.27 C.10 39'13'0 • ' 25.00 .33.9 7 i J i 62'11'0%" 25. 27 13 LINE TABLE NC. BEARUNG DISTANCE L I S 68'3 2' L' F 5 00 L2 S 25'42'41 E 16.97 L3 S 25'42'41 E 7.52 L4 S 25'42•41" E 9.46 15 UTILITY ESM'T \_ i NORTH LINE LOT 12 BLOCK 4 ADAMS `'IOM ACTS NO 19990812000315 FO CONC MON iM LEAD & PUNCH MARK (ENC VISITED 7 -22 -97 `. 1 99 . 29 ! 132.1 5 PRIVATE DRAiNAIt • 11 8T54'S E£ EASEMEN 6500 SO. F T SEE NOTE 3 ON PAGE 2 EE NOTE 6 ON PAGE 2 EE NOTE 13 ON PAGE 2 n 1 126 R E A 4 - ,S 139.36 F � �.1 SEE NOTE 9 ON F' AGE 2 87 6508 S0 F T 10 SAN SE -- - ',7 RECORDING NO.1 999081 200031 4 10' I cr SEE .5 E 4'50 NOTE ' E 3 ON 189.20 PAGE 2 I SEE NOTE 6 ON PAGE 2 23 SEC .SG TE 13 ON PAGE 2 SEM 120.99 N I! ' 37.13 10 _ - � �, NT ISE AND ACC .TR - \ PRIVATE f i 39 . k .... . \ DRAINAGE 1 j - �N A75 4'' w f -' - J EASEMENT 3J -' o'- ' \ S 1 , 10 UTILITY 9 ' N -.4 . r EASEMENT \ °' 6533 SO. FT \ SEE NOTE 3 ON PAGE - h n 'u cn N 0 2 / EAST LINE W1 /2 13 ADAMS HOME TRA 68.21 26.72- SANITARY SEWER EASEMENTS A5 SHOWN ARE PER RECORDING NUMBER 19990812000314 !I SOUTH LINE LOT 12 BLOCK 4 ADAMS HOME TRACTS 0 1 BLOCK 4 , I O cr, 15 221123 25' PUBLIC ()RAIN AGE EASEMENT AND PRIVATE TREE REPL.ACMEN T ' AND VAULT SCREENING 0 ▪ E.ASEMEN T ° 1 1 ;h O 6 z 1 41 1 0 ;1 'Q 1 0• rp1 W;; t'IIJSLIC W(>Ui , ! - - 'NTERSECTCN POSITION ( PREPARED BY .Baima & Holmberg Inc. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 -001 1 736 -1 FP.DWG DRAWN BYI CHECKED BY' DATE' SHEET' MM WSH 6 -13 -01 3 OF 3 RECEIVED CITY OF TIJKWIIA PERMIT CENTER 1736- 1FP,dwg 6 -13 -01 1:23;28 pri EST O ;�