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HomeMy WebLinkAboutPermit D01-060 - FOSTER HEIGHTS - LOT 9,4:44$4,-,iiktigS4atn, 11' 14.47M1' FOSTER HEIGHTS LOT 9 4835 S 145 ST D01-060 City of Tukwila Contractor License No: Parcel No: 261000 -0090 Address: 4835 S 145 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: I�EVEz Cc='NENT PERMIT (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, i i.;!;it WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE: 4 L 1 '-� L APPLICANT IS PROCEEDING AT THEIR OWN Ri_,K. 'nt7 Permit No: D01-050 Status: ISSUED S li_ _' UEL) Issued: 03/30 /2001 E�..p = re= : 0:2/26/2002 Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: Setbacks: North: .0 South: .0 East: .0 W .0 Water: 125 Sewer: VAL VUE West: Wetlands: Slopes: Streams: OCCUPANT FOSTER HEIGHTS - LOT 9 Phone: 4835 S 145 ST, TUKWILA WA 98188 OWNER TRIDOR INC Phone: 206 -443 -7735 2226 ELLIOTT AV, SUITE A, SEATTLE WA 98121 CONTACT V.C. PRIB Phone: 253 -631 -6864 14205 SE 255 PL, KENT WA 98042 k k k k k .4 A I* k k * ** A k ** *kkkk *+ k k k k k **A A* k At k k A 4 k k* k k k k k 4 k k t k k k k k k* 4 k k A A k* 4 4 k 4 k 4 t A 4 A k k t M k Permit Description: CONSTRUCTION OF A NEW 2,697 SO FT SINGLE FAMILY RESIDENCE, 564 SO FT ATTACHED GARAGE AND 100 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTE- RING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER AND WD #125 WATER. **A A k k*** k k k A k * ** 4 k++ k 4 A .k ** k A A 4 k 4 ** *kkkk * k 4* A * ** k 4 4 k 4 4 A 4 k A A 4 * A AA* 4 k A 4* A kW t 4 4 AA 4 4 4 Construction Valuation: $ 244,419.50 PUBLIC WORKS PERMITS: AtWater Meter Permits Listed Separate) Erg. Appi : J �_ Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizetin): 00 Flood Control Zone: N Hauling: N :tart Tiu:e: End T1rrt�: Land Altering: Y Cut: 83 rill. 68 Landscape Irrigation: N Moving Oversized Load: N Start Time: End T i m e : Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public.: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N A k A k A k k k A k k A A A k k * k A * k A k * * k * * * * A k k k A k A A A A A A A k k k A 4 A A k A 4 A 4 k k AA 4 A k k A A A A A A 4 AA A A 4 A A* A A 4 A TOTAL DEVELOPMENT PERMIT FEES: $ 3,125.99 A* k * A A A * * * k k * k k * * * * A A * k A A k k A k k k k A k A A A k A k A k A A k k A k A A A A A A A A A A A A A A A k * A A A A A A A 1 4 AA l A 4 A A 4 Permit Center Authorized S ignat.ure: Pl t"l��`Ll.1/ )V C� ,l�1vD��r 36"6 I hereby certify that I have read and examined this per;. it and Lnow the san.; to be true and correct. All provisions of law and ordinances Lave, n ?rig this work will be complied with, why ther specified i.rr ,n cac r,bt. The granting of this permit does not e ur:C to i f� authority to violate or cancel the provision of any other state or local laws :equlatin3 construction or the performance of wor:.. I am authorized to s i g n f o r _ and obtain t h i s development permi %Oki Signature: _ -- Date: Print Name : v , G i_��L�j This p e r m i t s h a l l become n u l l and void if the work is not commenced wi th i n 130 days from the date of issuance, or iF the work is = usp>: n,led or abandoned for a period of 180 Jays from the la_,t ir:_:'i_=cti :.n. CITY OF T U 1' . W I L A Address: 4835 S 14c.; ST Permit, No: DO 1 060 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 03/06/2001 Parcel #: 261000 -0090 Issued: 03/30f'2001 ,4 A k k A A k A A A k A A k k A A A A k* A :k A A A A A A A; A t A t A• k k 4 A k A A A k A A A k A A A A k k t 4 t A A A• k A A A l d A A.A A t, Permit Conditions: I. No changes will be made to the plans unless approved by the Engineer and the Tuk w i 1 a B u i l d i n g D i v i s i o n . 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 PrKofe.ssional Engineer. 3. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating ing thereof. 4. All construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Corse (1997 E d i t i o n ) As amended, Uniform P•ic+..hitn i ca 1 Code (199/ E d i t i o n ) , and Washington State Energy Code (1997 E d i t i o n ) . 5. Plumbing permits :hall be obtained through the Seattle -King County Department of P u b l i c Health. P l umb i r►o w i 1 1 bc inspected by that agency, including a t l 13a::; piping (296-4722). 6. Notify the City of Tukwila Building Division prior t placing any concrete. This procedure ls. in tr.1diIion to piny requirements for special inspection. 7. All wood to remain in placed concrete shall be treated wood. B . V a l i d i t y of Permit. The S ssuance of a permit or approval of plans, specifications, and computations _hall not be con- strued to be a permit tor, or an approval of, :rrry violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit pr•e;.uminu to give authority to violate or cancel the provisions of this code shall be valid. 9. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 -6630) . 10. There shall be no occupancy of the building(s) until the Final inspection has been completed by the Tui Building Inspector. 11. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is grunted. 12. FUEL BURNING APPLIANCE'S MAY NOT BE INSTALLED IN SLEEPING ROOMS, U . t1 . t.. : 0 4 . . 13. WATER HEATER 'SHALL. BE ANCHORED TO R E S I S T EAn'THOUAKE , U. P C. 510.5. 14. *AA•PUBLIC WORKS DEPARTMENT CONDITION'S'AA•e 15. Temporary erosion control measure:: shall be i n p l tment.e.d as the first order of business to prevent: sedimentation ofr -- site or into existing storm drainage faci i ities . 16. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND ALL DISTURBED AREAS OF THE SITE SHALL SE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 17. Work; affecting traffic flows shall be c1o•.=.eiv coordinated with the City`: Utilities Inspector. Traffic control plan shall be submitted to the Inspector for prior approval. 18. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final In_,pec.t iorr. 19. APPLICANT SHALL_ FOLLOW ALL THE C O N D I T I O N S OF FINAL PLAT L2000 -026 AND COMPLY WITH GEOTECHNICAL REPORT' PREPARED BY GEOSPECTRUM CONSULTANTS, INC. DATED FEH 10, 1998. GEOTECHNICAL ENGINEER SHALL OBSERVE THE IMPLEMENTATION OF THE SF R DEVELOPMENT PLANS DURING CONSTRUCTION. F IELD REPORTS ARE TO BE SUBMITTED TO PUBLIC WORKS IN A TIMELY MANNER AND SHALL INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATION B) IMPLEMENTATION. OF FOOTINGS, FOUNDATIONS, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF I3ACF,F ILL . PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED I N ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS - REFER 1O FEB 10, 1998 GEOTECH EVALUATION PREPARED BY GEOSPECTRUM CONSULTANTS, INC. P.O. BOX 276, ISSAQUAH, WA 98027 -0276, PHONE NO. (42!:0391-4228. 20. I hereby certify that, I have read these c o n d i t i o n s and w i l l comply with them as outlined. All provisions of law and ordinances governing t.his work will be complied with, whether s p e c i f i e d herein or not. STOCKPILES THAT ARE 3H: 1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE Ut4W': ►REED FOR GREATER THAN 12 HOURS. DURING PHIS TIME PERIOD. COVER OR MULCH OTHER DISTURBED AREA'., IF THEY WILL RE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD, INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS, FROM MAY I THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. The grantiny of this permit does not presume to give authority to violate or cancel the p r o v i s i o n s of any O'i her work or local laws regulating construction or the performance of won'. Signature:____________________________ OWNER /APPL 1CANT /CONTRACTOR 0 Print Name: z 1 6 U 00 � W= J t w 0 g< c w F- 0 z t- tu U ON O F- wW u. O ti z U � 0 z Print Name: X hereby certify that "`have read these condition and will comply with them as outlined; and All provisions of law and ordinances govjerninc this work will be complied with, whether specified herein or not. The granting of th i s._ fermi t. does not presume to g i v e authority to violate or cancel the provisions of any other work or local 1 aws regulating construction or the performance of work. v � Signature: Date: Project Name/Tenant: ja. Value of ConstructioVg Site Address: City State ip: ��ar Number:_, Property Owner: /' � �i .,67-:(C, ic i� -�, � &,� I5� ss jf Street Addre e, / ` �v ,�i City State/Zi : Fax #: Contractor: .S . Phone: Street Address: --C 4(.1, City State/Zip: Fax #: Architect: c / � i e e , f - - - - ?g1:5 6 2 � ` Street Addre� -.5 Z4-5/ C,.it1 State/Zip: Fax #: Engineer �- / ��i Z.. Phone: Street Address: a' Q 5-g S Z . foii a G Cijx St Ztt Fax #: Contact prsot /E7`6 4 e pb -6 ` Stre.A�dr�ss i56 /c—rr./ Ci '' t "r Z %# Description of work to be done: �� le/05 l � ! " 1%`c0. , ', ' 1 Type of work: ew Single- Family Residence ❑ Addition - Single - Family Residence in 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: J Sewer ❑ Septic (King County Health Dept. approval required - 296-4722) Existing Square Footage for Structure: sq. ft. Dwelling /a...;) sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Z6/7 sq. ft. Dwelling sq. ft. Covered Deck(s) .6¢ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) _ 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 T► K WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 Date applicationarcepted: .w fi . /__ .3__ #_ :‘ z__r eo _ Date applica n expi es: FOR ST FF USE ONLY Proje.., Number: Permit Number: -1)2-460-- 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 b the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: cubic yds. 0 Fill Size(s): cubic yds. ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut ❑ Moving an Oversized Load: Start Time: End Time: _ Q Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ 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. Applicaron taken by: (initials) PLEASE. SIGN BACK OF APPLICATION FORM .• BUILDING OWNS OR AU7$ORi D AGE Signature: J I Date: ��/e/ Print name: v - ‘- 7 A7/ Phone 5 63‘– i ax #: Addresssle ��c' L'-7.- pG A-4 City /State /Zip: 96 YZ ALL SINGLE - FAMILY RESIDENT! . - ThERMIT APPLICATIONS MUST BE ' MITTE. 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 ct r� 7. 8. 9. 10. 11. 12. 13. Copy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. Parking plan. Lowest building elevation (if in Flood Control Zone). Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 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). Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). L Foundation plan and details t 3_: Floor plan Roof plan , , Building elevations (all views) ,L.ti,.,d/ Building height LY Buildin g cross - section 9�' Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 tfk i :4 A 4 .4 A -4 A * . 4* kA .4 .1 k k k 1 k ' A ec 1F% F 4F1A441 F 1 ■: A .4 FAA1N ) 1 V or 1 LI , WA r t J 4 ; 8 k 4 k 4 1 74 I- 4.,‘ 4 .184-4 4 A.14144-4.144 4 4 .41. kk4F*F 1 %. A. 1 - A A IF.41 tftmta.r„ 1.01C1.11:1; tr P,oiment i4h04; L2N6 !40v, !'termit qor.7 1)01..-OtA PEiioc,F UbrcE.1 Nu; :610%)0•0C litq 14'3 * Rcrotint 0007:t4!).630 000/322.100 000/41JJ.Int 000/315.830 000/:18t.).04 ')O).342 412/24:!.400 . 100 i -17 . Ei • c.,+ 1 L L ' .i i 4: . " PL W; C",dr.C1 - E tYt ti • R ti ['LAO CHEL 1 - P tl 1 - 1.!f •: E VOr1.[MOA: cAircHAVJA INcjv 1 - 10F1 FLI c..;1 1_110 1-4LrEq.c,Wi PER;IIT LAN PLP,r g(472 R 9 /416J 11/56 get vaiatzlotalk )4140ekk4444,44 A44 444 4 Ak44 4 44 4444 444A 4 4* 4Ako. 4 4'4 444 4 ''' CITY OF TUKWILA, WA TRANSMIT 44441**444 *A444444444444,4-., 1 1 . 44444444444444444444 44, 444444444 TRANSMIT N6mber: R0101133 Amount: 1,955.89 06/30/01 13:41 Payment Method: CHECK Notatlon: LONG CLASSIC HOM loft: Permit No: 001-060 Type: DEVPEPM DEVELOPMENT PERMIT Parcel No: 261000-0090 Site Address: 4835 S 145 ST Total Fees: 3,125.99 This Payment 1.955.89 Total ALL Pmts: 3,125.99 Balance: . .00 A -48 AA ******48444444 4***4404414444444#44440444444*444 Account Code 000/345.830 000/322.100 000/345.830 000/345.830 000/386.904 • - - Description PLAN CHECP. NONRES BUILDING PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE i)!:t 1 4H , Amount -1,170.10 1,805.75 1.173.74 20.00 4.50 ' f TrirAl • 4 *******************At 4 t 44* 1/4 1/4 4 .1/4 4 4 ' 4 1/4 .4* - k t k t k k A 4 71/4 I A A. 1/4 1/4' 4 v1/4 V '1/4 1 1 4 1/4 . V 1/4 • 4 CITY or 1 I.! I.:14 1 i_h „ Pt:, *--- 0 7 1 1-, r' i. t, ) .'• * * k 1/4 ;1/4 A .1/4 .4 . 4 4 4. 4 :4 t t T "1/4 k .k• k 4 t t 4 T R Pi t i . M I T 0 IA ri b e r : I. t Y J. f ) C . , 2 ' I c t, u r i t : i . ; -..( . I ( '. :; ,' ' .:.■ 1 C ' '.; .: P a ,,, m e 0 t-, m e I: Ft 0 a : C 14 E C K (1 G .•i I: i 0 I) : 1_ I) r1 (3 i: i_ '3 e.: 1 C C. % . ''• : f , . 1 t • i r t 14 o: ) - 0 0 fn t; E ‘) PERO 1.) F. V!: I.. 0 P C f PERO( T: r4 0 : 0 0 4 ci - .1 5 I. 0 t, i o no '5 1 14 U S h t; F' %/men t: I . I C I 0 1 2 t i• L L I EA. I' 0 . . J ( ! I o 1 . s•• 4 t: l4ccount Code e r iICI ri 000 / 4r EJO I' r4 C ON E irt 0 lt f t 7' I , . VOTAL 17, • * * 0 V `; .1 r' ; ; t •' • , '•• • •0 • t t. ••• t ; - 't k ';‘• ■ '1 " 't " 'r L't • S' I , +-lei; ti 1 1. t s' r-t ••• ;1,1 • r, OM(' ri I . i.; 1 I • t; rttt 4 f i 4 -r; 4 t t r 4 ". 4 ^ ..0 . ;IC e'L 1.,40 f t • E r 4 - '41 - t fiIr! .);),.).•• ; (.,■“, • ".•= . _ . . • . •40 ' — id . r. , *. i ,..,, . ,_,.::,,,:. I. ', '' `. .4 :?::, , L: 1" ':;• 1) , i q•:: , t. - *,,.,:, r • ,),', i');:.':,';:.;i1 . 1:i_ t" 1/ ,II C , '. ..,.. I( ..., t.' • ' ... ; 1 r. , 0- r. go 611416.1 ) 8 55 - g tu ce 2 6 —i 0 0 tO 0 CO W 9 u . w u) g- 1 W D 0 0 — 0 I— W w r- 2 0 COMMENTS: Type of Inspecti n• 1' (7D J-'P e7 - . ^i /S 4 r1-7 F , t?,-- f lic�r�s / f �/ Date Called: (-> , -, , ss Special Instructions: i / 7 'lt /f� // f`�^SS/ 'L6 Date ante : „-' a.m ( i 7' ( , 1: -7„- rr Phone No: 1 L-3S 5 ) 06 r .! 4 ,y , , (162(1:',;) - - AbLok, PUSctA Pro ct: - �,� Type of Inspecti n• lic�r�s / f �/ Date Called: 77 /,. ,1 U , Special Instructions: i / 7 'lt /f� // f`�^SS/ 'L6 Date ante : „-' a.m K equester: /1 1.1L Phone No: 1 L-3S 5 ) 06 ` (162(1:',;) INSPECTION RECORD ° Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION NO. GK/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT "Approved per applicable codes. 0 Corrections required prior to approval. Date: � l0. / >e:Va >. Inspector: /T 2. U $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be / paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ect: 3 -- t *r - i rite:(. I- - j Type of Ipspection: t / ( u i-t ) l Date Called: ; Address: Special Instructions: Date Wanted: r i �'. a. m. p.m. Requester: } w Phone No: / . 1. 11 INSPECTION RECORD # Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /-2., / 0 , w e... 3 ,„ Inspector: (5LQ Date: } El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: C 1 I J t C'krICA 4 tv� t T y p g of Inspectipn: /� 0 ?P Date /L 1,-. /( 2 . � 3, �� t � � � (;(1 - S ,» e r esiJ OMMENTS: W�annt d: / Date /t � t .2 re po r' Regges sr: COw Phone N.9: 11`._ 3 . (r f'i'at I ( , • gert_ . or(' e<, C. sl • A h 1 rt 4 --c i v..-t Pyo�ect: / q f cs Tt iifs _lC T y p g of Inspectipn: /� 0 ?P Date /L 1,-. /( A e � S 175 57 _ Special Instructions: W�annt d: / Date /t � t .2 a.m .m . Regges sr: Phone N.9: 11`._ 3 . (r (, 2 F 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 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. Date: ( ) t COMMENTS: r I : r c4 Type of In ff coon: 4.. J i t^ 0kA) '' v\-* I- 1 i C', V j • P S r! Date Wanted: l v d- 3 a.m. (1 \ V)- J ro v k t Q P 05)`t- So - c 9 'I. s 1 .. r 1h-;F r c ,✓ f ia , • r C ' 1.--,r1 a c / ()prove 'Pr t: `` j y Type of In ff coon: Address _. , S 195 .Ct Date Called: o + g-<)?- Special Instructions: a _ _ _ _ .. .... _ ___ j;� Date Wanted: l v d- 3 a.m. (1 Requester: �� V I Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 121 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspector Date: LI $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: .5 .D Address: 4 5 /`i' * Date Called: I Ll/ i _7 /c ) Special Instructions: Date Wanted: r 1 6 / ) u �c.) a.m. ( p.m: Requester: - -- Phone No: _ • ? / /.i' .5 L.TJ l 1 � I D '3 . /`l,) it ' , s. :..� ,. �. . 1 t . ;R,,♦ f , j. k t • 1 . I , �j �F / �/t r Proj � /--0. tec 14 ei yuC -) . l Type of Inspection: .5 .D Address: 4 5 /`i' * Date Called: I Ll/ i _7 /c ) Special Instructions: Date Wanted: r 1 6 / ) u �c.) a.m. ( p.m: Requester: - -- Phone No: _ • ? / /.i' .5 L.TJ l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. U Corrections required prior to approval. Inspector: Date: El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: s a Address: X 835 S 1/45111 i- Date called: BM ZZ 0 Z Special instructions: x '} I./ v i It. r .... —. A- Requester: ...,-- _ . I Y toV IS t J C. r 4 (1. j h.1 L tt Project: r I e h t � Fo 4 9 Type of Inspection: s a Address: X 835 S 1/45111 i- Date called: BM ZZ 0 Z Special instructions: x '} t 1 d...() Date wanted: 3'23 - 62 p.m. Requester: ...,-- _ . I Y toV IS Phone: �7d- -3095 fr Jf CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Doi -060 PERMIT NO. (206)431 -3670 Approved per applicable codes. ID Corrections required prior to approval. Inspector: Date: r`S 1 — X VOL El $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: 171 1/1 L r ( Type of nspection: i E dd !, !c 5f. DateI led.(// r Dat anted: �^ r 0 p.m. Special instructions: Requ ter: u G Ph �e: r 3- CiCXP -C(f Inspector: 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. a Corrections required prior to approval. COMMENTS: Date: S_ 1 3- (,) ._ $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: _ID ?A..4,...)-e c.,v_so A A .. , --,..., ---- 0. e5-r, C 39 V ) A fi , L.1.--t 4.11.Axt S ''.4.21/4_A t.A.k.A.-Le 6 (Mir- Q.' Special instructions: - Date wanted: f OR e C A c{\J .0 J , il Phone: _ , . 5 .-.) . ('L (. 0;76 91-Leb6ct:ICV Type of Inspection: Address: /.4 1 a f Date called: s- "l - 07— Special instructions: - Date wanted: . (a .m. Requester: t.,.., O 1; / h ) 01 i Phone: _ , . 5 .-.) . ('L (. 0;76 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. 0 Corrections required prior to approval. s ctor: I Dane R f..c.v,.a • 1 cam.. -Q...) CA-4,---7 I "s + - - 0 —2-- - 47.00 REINSPECTION .EE REQUIRED. Prir to inspection, fee must be paid it 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ' Date: COMMENTS: ..5 - L T of Inspection: :-_ f c , )11)'\* I ` [ n . 1 44.. I • ..- al rr Special instructions: Date wanted. • .. 4 L (' 1 P. m. Requesjet: / k A . L1 " Phone r.1 % -' (. t, - I . C. l'7 /, L: ; )7 5 tyl•4 i .,.1 )4.1L4., (;„,-/ z r /4'7-4,-1-v 1 it 2 Project: , I L 1 � 7� I 4 ..5 - L T of Inspection: :-_ f c , )11)'\* I ` [ n . Address: 1 , /L/ _ w� F Date called: 4 - ► - { (;) Special instructions: Date wanted. • .. 4 L (' 1 P. m. Requesjet: / k A . L1 " Phone r.1 % -' (. t, - I . C. l'7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Yj Corrections required prior to approval. Ell �r f $47.00 REINSPECTION c FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: ,�/s.. !. p C1 V\ ,r l am, 4S .. ti V SA ect7 c- 1 0 c1 \ c r e . Zh ►rc — r L.lOt< 1 i S II It Z J�i 'r1 {{ , , r. It1C' -PIA(' i !' If S S \ t i W c - 1 of r h ,*, f' rvt di t3 Wt pi ) f"' I , V C' P 1 - 5 a � f' b. } C. r" 'vc ' _ Ir C,�,,7 ( L&k 1' \ )G ( I K c) 1 .4,i t Y\& TD r j (") t 1,, .Pf f S ,(A Yt ■r`).a ( ‘A e r`6" i JP. \IPV' N'c"\ it,} t Pv 1 r f�PY' Ci �prt0 t s-- � G )I✓;1k 3.) 5 1 .r( � `� oo 0 cN e \ +‘,,„yr 4 ,v1c, \->p(k roofs 7 Q :k il-r / 17 - l ti Type nspection: �d /! s5 .. s vs-. —CA- Datv7 ed:, o Special instructions: (`(3 �.' Date w nted r (rm.s �— - �' p.m. Reque L -t Pho7 -- ( ,cif .- CCU — INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F }" / r`J 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. n Corrections required prior to approval. Date: -7_ 02 $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: 4 ,, 9, Type of inspection: 3 pt to r. t Al' j C{)t�,I reifLitf P ►4'1Pn'! S Address: (AO fi ;ti,() \-) e C' I rj ; f?�\ 'r lt VY) I IN CI L 1 rnrr.m , 'r y P t 75 t tj ► r C 1 t ,5,-1; i Date wanted: a.m. p.m. . 'IP( I i _ \..p . " rP p ; , s Phone: /?. i- Lit' 4 1 _ S) , - y - ri Y. r C„1'10 rc >1fe(A t( )� � , 1 P\.1Otl 'Ac ) Pr - j ;r , r , � , r ..v` �- roipi hr (_ ( .) (1 \ ' f - 11 Tyr., t) i ci P - "r Vfv N; - s O''f V 0 `f-CI C 4 v V''e d e >1 \CI t i 1 ' r{ f 0 1 r CI Y‘A f U v G 'NCI ()I ri)rl «�P 1� , c1 CAT ,rnA, hr' i ,li. 7. �)�•) ► � c.± n ^, < <x I Pr 0 Ve" { ') t y -_,, �, r � ,c,0 CA I)0 f '; t r'r: Project:1 - 4 ,, 9, Type of inspection: Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Inspector: a INSPECTION RECORD Retain a ropy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: COMMENTS. Type ction: Tpe of Ins � t�Y tort el Add L7L 5 Rif 5 , Date called: li _ 8 - 0). Special instructions: Date wanted: Ca.m. ) Requester: ()(('0 Phol• / r C7 '2 t � r OF a- ♦ , E=" le ! 1 -, \Cc4 e pv ( < ) ti00 4 P - £^ Vs, ( } l 0 iVt t ' 4 , }x ( ��Z{Z L/ O r\ot t() „C L 1) hC }\n he, -1 c, , t 5 \ -' cw- : , , ) j' J l rf i �..) � r'a 4v\ ! 0v ! ','N 't G S t r � s t /2 ).. t n ,..-^,i1 � " 1) � ti .,. 1 It ) -) '"' I, 1t 1... A rk tt) ,_ .. A -I , ,.( .n . . , . .1 r Pro ect:. F1 1�t /-k�q /ct, Lot I Type ction: Tpe of Ins � t�Y tort el Add L7L 5 Rif 5 , Date called: li _ 8 - 0). Special instructions: Date wanted: Ca.m. ) Requester: ()(('0 Phol• / r C7 '2 "1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. Corrections required prior to approval. PERM! (206)431 -3670 El $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: 3 COMMENTS: �� ��, � �f 7 -) Sol A llr Y Iry 0 ;t Pv' C) , r I-4 ter Sa 1 A. Ll 1 is r a.m. p.m. • I E" r , tr,t•, _ i s ulrk! t ()L d'Y' 14 LIe 9 . L t A i eta. . C 0 . . l a • III . \ ( 1 , , '- I PA it ), l i .) s1. , (ri 0 el r e e r .S h eci r , r, c ( .r. 0 1 1 '* -? f� I he) . 4f;� \ 1 eel ., \ A „ &IT' (p.rr'i 1R' l c - --, It t \\ . �'L' W\ h1 c. 1—, t 00 . P. r- t'1-. • ro s S S re( 5 1 ri I OC L 4 \OoY r3 Y'1) ►t VC :Al v\ - w - e c(r..1 f S air i I) 3e I4 t C Ir 1-hv ,r.1,-, I-, .. (_,si, in. 0 r ., ,, .Pt Project: ; p ���� �� ��, � �f Type of Inspection: Date called: Address: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. El Approved per applicable cods. Inspector.:` Y INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: Li_ q n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ,� t 1 \ : O ' k "CIEN \S Type of Inspection: Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: r �4v 1 rP Gc ( c 40 v t f'r r PERMIT NO. (206)431-3670 Corrections required prior to approval. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C OMMENTS: e .)•,rk, t1.a 0L- ti... LT'. r._'. t t...t / 'Q - Ck \ (4: A (N t ' ' � (Z. e71-- t' t LI u r c . 0,/,., v 3 L ' ' C O c ' J \ A . ) O - y \ ( ) 0..,:1..> t A_)C u Date wanted,, t /, 4 ( • ( am._ "C p.. ( K ` ( .F(X1 7 --0O J 1 , ►_ L.AJCJ-- C.. iJ tom.) e Ct„,C- k_t_.N u. LTV".. L -h - , -.r 4,0-Q- i4.0 ( t jact R ..s oc Type f 1 A d ess: • 1 Date called: Special instructions: 1 ( Date wanted,, t /, 4 ( • ( am._ "C p.. Re r: K ` ( .F(X1 7 --0O J 1 INSPECTION NO. F ______ 1 f � d 8 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 oved per applicable codes. (,Corrections required prior to approval. nspe or: C<.A )Ck A Date: 41.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be paid \ at/6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 z W O 0 to j W H w g Q rn z � 111 u j Z Lp • 0 U O - 0H W z 0 I- z COMMENTS: Fj Y j 4 p r i - : � ' ( ' // J p S s , N el ,-1y - .5 ` !c' fi ,' 7 t? A/ A/Ji �' % ' f Ad r s s• .e- UQ'i ?,/ D ate called: .1 - 4 II , ! /l , Ai, �-, , � _ �'fr /„ , Date wanted: 9., ., f C2, .m. 11 J 'Sr .A.A.AS /) 1 J S ! A/(. r a A/ '� el"?./ / ,/ < {/A . ,Zoo I /eft- , Aic > 0tr f .5'//,- , ,) / / —A PP . ,vg Pr f le t: a 1 , " i€ , � ' ( ' �� ACit t,W. J d tFv Ad r s s• D ate called: Special instructions: /r/) /„ , Date wanted: 9., ., f C2, .m. Regy.ester: Ift Phone• ` .2..S''; tr( - ` "l I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Eil t u� Approved per applicable codes. nspector. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: / 'l^"""? / _) n ( t 4 I•t ..i , �f - i. - 0 '47 .00 REINSPECTION EE REQUIRED/Prior to inspection, fee must be paid if 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No: Date: 4 COMMENTS: Type of Inspection:.. r lM ` 'e- ,,. i - 11 Date called: if 24/02 t Date wanted. m. a. (-441 f��� R�uest �/ PhoXXn//e• JJ � ('R}. 1. `- oo-7t [l Pr•jec • 1 _ ' 10 ,: ..r011k1 Type of Inspection:.. r lM ` 'e- ,,. i - ddress / Date called: if 24/02 Sp • ial instructions: - Date wanted. m. a. (-441 f��� R�uest �/ PhoXXn//e• JJ � ('R}. 1. `- oo-7t [l T. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: (206)431 -3670 Approved per applicable codes. 11 Corrections required prior to approval. Date: _ `\ 0 2, $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: " c y / i�/1/S;/ ,- r - Ty pe of l sp •ction: Ct' i ,71 bra{ I ki 5 A•dres : Date ailed • Special instructions: I ce — 1 ,1 Date want ..m. Re�quea ' / rr+V Phone: 7 r 7 173 _ ,3 (i9s" INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: (206)431 -3670 p i„A ,„ pproved per applicable codes. E] Corrections required prior to approval. Inspector: 1 1 Date: ,f t I $4)7.00 REINSPECTION E REQUIRED /Prior to inspection, fee must be paid ,at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projgct: ' r - sly { Type of inspection: f -r_•1) . -,1 t , ( :, }'1 . i i Address; „,, `/K 5 i v:. ” a 1 called: 1)11‘1A)1 Special instructions: Date wanted: / f. /0 j a.m. s: Requester: r . t( e< Phone: I r.; - INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 47.00 REINSPECTIO FEE REQUIRED. ,Prior to inspection, fee must be paid � • at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No: ; Date: (206)431 -3670 COMMENTS: Typpe� o of Inspection: ()MP (fl '` 7 ? ` i / 5 ) It3 /f=ib Address: LA--5 1 `f -`" S . Date called' t / I,� , � ©i 0/..-/ r� ACM Date wante : /a.m. '∎ Request 11 ( -) in0: C,0 "/ . P Iect 1 Typpe� o of Inspection: Address: LA--5 1 `f -`" S . Date called' t / I,� , � ©i Special instructions: Date wante : /a.m. '∎ Request 11 ( -) in0: C,0 "/ . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 5 ' Approved per applicable codes. ❑ Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit (206)431 -3670 )nspecto? \ Date: 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspec ion: ' ( r'J // -►, /$,. ' l -' /, - / S-1 ' ` Date called: ' Special instructions: Date wa to ' ' : ) ti - a r p r" /. v' AC /i ; ,.• , Phone: ,_ t r ') .' ( l : J .� -. - . J ) rt v ✓t -- , 1 fi r, Project: Type of Inspec ion: ' ess: /, I ` Date called: ' Special instructions: Date wa to ' ' : ) ti a.m. ( p.m. ,! Request : , Phone: ,_ t r ') .' ( l : J 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. ,7" ti . — 4.— A .....-t..-1/4., / if..-.--.... e......--.,—) c-4-4- / .) Date: 1 /. / .. Ins r_ 447.00 REINSPECTION E EE REQUIRED. Prioptto inspection, fee m�st be paid at 6300 Southcenter Blvd;, Suite 100. Call to schedule reinspection. Receipt No: Date: sr6 Project �.tjt�C. �PA!' c ' Ian c T e of Inspection: 00 1 j `-i '1 1i( dress: q; 3 :c; .3 . t \-1- _ ate ca le C `7/t a Ins tructions: Date wanted: I ! j /6/ m .m.1 R •.. nester: I hone 4( f - I :q a INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Insp or: Date: Doi - Oc. o PERMIT NO. (206)431 -3670 ci Approved per applicable codes. corrections required prior to approval. Date: 2- )("hf0i f ,547.00 REINSPECTIO FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter B1 d., Suite 100. Call to sctedule reinspection. Receipt No: z 1 W U N O W= J N W WO to a z � O 0 0 0— CI t- W • O z U s O F- COMMENTS: Type of Inspection: 5 ( ~) Address: Date called: r) JC) Special instructions: Cu ,tt�,( Ise Iccf'r t I Date wanted: a.m:. c' �}Y� rm' Requester:. Phone: (. ;� .) 4 1 ,1 3� ©t ��, S . � d j _ .../.c -u..0 (11 , (,.J . ..A..., OR pp 4'_ , . -1 r .. -Z.ov- 5, IC TO 1,0.( Pro ect: r , FA e r 1'Ae to (_4 --e, -tot- l Type of Inspection: 5 ( ~) Address: Date called: r) JC) Special instructions: Cu ,tt�,( Ise Iccf'r t I Date wanted: a.m:. c' �}Y� rm' Requester:. Phone: (. ;� .) 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1 -() C.) PERMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: 6. Date: 1 / 3/3 z, E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i r City of Tukwila Fire Department 1 Project Name r • , Address Authorized Signature FINALAPP.FRM Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM S ') ' Rev. 2/19/98 , • Retain current inspection schedule Approved without correction notice Approved with correction notice issued Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. Date Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Job No.: 00 -080 Location: Lots — 16, Foster Heights will : , Washington Copyright 2000, SEGA Engineers - STRUCTURAL CALCULATIONS FOR THE LONG CLASSIC HOMES RESIDENTIAL PROJECT Plan No. 470 November 28, 2000 • • SEGA Engineers /Stnictural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 DO( O(aO 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, the floor framing is wood i- joists, and the foundation is typical concrete strip footings with a slab on grade. The use of these calculations is limited to a single subdivision referenced on the 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. 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 other warranty, either expressed or implied is made in connection with our 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 received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE SEGA Engineers SEGA Engineers , /Structural & Civil Consulting Engineers 22928 SE 312 ST (360) Black Diamond, WA 98010 LOADS ROOF DECKS WALLS DL Roofing (Comp) 3.5 psf 1 / 2 " OSB 1.8 2x @24" 3.5 Insulation 1.1 5 / 8 "GWB 2.8 Misc. 1.5 14.2 psf LL LL DL LL Copyright 2000, SEGA Engineers Snow 25 psf (115% Load Duration) Reduction, Rs -0.33 psf 5/12 pitch = 23 deg Total Roof Load 38.9 psf FLOOR DL Flooring 0.5 psf 3/4" Plywood 2.3 11 TJI @ 16" oc 2.8 5 / 8 " GWB Misc. 2.8 1.5 9.9 psf Residential 40 psf Total Floor Load 49.9 psf Total Deck Load 2 x Decking 4.3 psf 2x10@16 "oc 2.8 Misc 1.5 8.6 Residential 40 psf DL Siding 3.0 1 /2 Plywood 1.5 psf 2x6 @16 "oc 1.7 Insul 0.6 11 2" GWB 2.2 . Project :;•+1 Job No. 00 -08Qr By: GAT Checked Date: 11/28/00 Sht 1 of 48.6 psf 9.0 psf SEGA Engineers PROJECT / Structural & Civil Consulting Engineers FR4MI "U - acx fiAz e o' ) i. 6 ( E /tO Fr- f� X02 e.. FAThez 73.P. Copyright 2000, SEGA Engineers 60. Lvr /")C11,t) = 00(.0 x/0 LGJ.{ # 4 70 JOB NO. n O _ abc7 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY ,A) (bit i is )l 14')3 , k, L 0k. - 1/L,10 FIGURED BY G'4r DATE O SHEETZ OF o k . i4 _._. _... _.:. ti - (0- to v /h) ( / 4' - / s'`' r 3%8 2 Utz g itrerwo SEGA Engineers • /Structural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 LATERAL LOADS SEISMIC WIND For W: Maximum Base Shear, V = 2.5 C I W where, Ca = 0.36 Zone 3, So, Table 16 -Q 1 = 1 Table 16 -K R = 5.5 Table 16 -N W = Seismic Weight Wroot = Wnoor = Design Base Shear , V = ( .164) (74 kip) = 12.2 kip where, C = 0.62 = 0.67 = 0.72 R E = ( 1.00) (12 kip) = 8.7 kip 1.4 0 -15ft 20 ft 25 ft Therefore, Wind Loads Govern for Lateral Design - Each Way Project L470 (40ft) (44ft) (16psf)+ (2) (40 ft+ 44ft) (4.Oft) (9psf) = 34 kips (40ft) (44ft) (16psf)+ (2) (40ft+ 44ft) (8.Oft) (9psf) = 40 kips W total = 74 kips C = 1.3 Method 2 q, = 16 psf 80 mph I =1 P0.15 = ( 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 Job No. 00 -080 By: GAT Checked Date: 11/28/00 Sht. Sect. 1630 Eq. 30 -5 Design Wind Pressure, p = C C q, I Eq. 20 -1, Sect. 1620 Design Base Shear: (Wind) Vub (40ft) (10ft ) (13.2psf) + (40ft) (5ft) i14.3 psf) + (18ft) (5ft ) (15.4psf) Eq. 30-1, Sect. 1630.1.1 Exposure B Table 16 -G Table 16 -H Figure 16 -1 = 9.5 kips "V,!,= (44ft ) (10ft) (13.2psf) + (44ft ) (5ft ) (14.3psf) + (40 ft) (5ft) (15.4 psf) =12.0 kips Copyright 2000, SEGA Engineers " SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22928 SE 312th ST + Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 SPEAy( WALL. b -) U nt WALL d 1 ( D( / .5+3 S L �- / s 1 4 . 2 1 4 -1 r Fr I #- rat_ F • OF' Z, l C (p1(J3,zz's.g) 7_4' + //. 1= 4,7(, 3 11- 4 1,,s , c //13 SI{M 1 Z- ... . RddF /1, 14 s. s 3ie Ft- "R" • VF 47t03 Copyright 2000, SEGA Engineers Za i t- 3' /0 CT S 3ta .er 7 X7(03 r /3a, r = IT•S (..) s e t T;- JOB NO. 0 -d8 CHECKED BY r 4,710 L1 1 L 7. (2• z1 L J.v L *470 DATE ` SHEET 4 OF FIGURED BY 447 t.�3 qt.' Pi • 5' 8' = 0 1r F s, . � - SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 108 NO. Uv - 080 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY SNE-Az -. 14 -2 c,,J \A* It_L 4 3 (Al) Ls') ( %' -5 0 C.s') (i d -zte" - 3)s 't 7--7,5 3 )os" I 2..c?" 3)("5 C )0 ) 4 , , s / +[o 't 3 -5'1- /S 31 491* �3�� c z4 .. .....t . 0 )(„ 0 ,)6. 3,1 _ ,... 0.&) z), 0 5 , t 3 ' ` l l s ' r --. 7. 1 9 OS / 14/ /4.4°. W45 �.= ¢•C` +� �� 5'S = 11Fr. i s-- 3)0g-1— 'vF = 3/06 4 ( ZiS'r3 -St t 4' ` /vim PLF 1 , 33 r14- • L)00)03,Z2fsJ =4.4.1 r= W (.44 - 3) is y o G a.. Copyright 2000. SEGA Engineers tc-b # 470 FIGURED BY DATE / fix) SHEET c OF V 93 w , S 7 � t� 3 V Du: 1 M 3G 4, 44;/ SEGA Engineers JOB NO. od —0er7 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY / Structural & Civil Consulting Engineers 5,4 W4 ok C : \� Copyright 2000, SEGA Engineers PROJECT Le-4-1 " 4-7v FIGURED BY (� f DATE ' 1 '�J a, SHEET (p OF ( • ...,.,lrt..ir Mark Minimum Sheathing (1) Sheathing Nailing (1) Sole Plate Nailing Anchor Bolts (3) Remarks /:>- B�j // Min. 3 /8" T1 -11 or OSB ' / OSB or CDX • 6d @ 6" o.c. 8d @ 3" o.c. 16d @ 8 "o.c. N/A • 5 4" © 60" o.c. 5 4 @ 19.2" o.c. • Qall = 195 plf O = 450 plf Use minimum 3x studs at abutting panel edges and stagger nails. i SHEAR WALL SCHEDULE Notes: 1) All walls designated " j 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. Washers to be minimum 2" x 2" x 3/16 ". 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. GEOSPECTUM CONSUL ANTS, INC. Gec tec 1 - 7 r,1C0/ Er Ir, ririgr anti Ec'rt/ Scz / races February 10, 1998 Mr. Richard Schroeder Happy Valley Land Company P.O. Box 1324 Issaquah, WA 98027 FILE Subject: GEOTECHNICAL EVALUATION Proposed 16 -Lot Foster Heights Plat Development South 146th Street & 51st Avenue South Tukwila, Washington Project No. 98- 103 -01 Dear Dick, This report presents the results of our geotechnical investigation performed on the site of the proposed Foster Heights residential development. The purpose of the investigation was to provide geotechnical engineering evaluations of the site conditions and geotechnical recommendations for site grading including optimum timing of site grading and general recommendations for site development. A preliminary plat map prepared by Baima & Holmberg, Inc. dated 9/12/97 was provided to us and used as a reference for our site explorations and our evaluations and recommendations. Based on the referenced plat map shown in Figure 2, the proposed plat includes 16 lots within the subject property. Access to Tots 1 -14 will be provided by new cul- de -sac streets (Road A and Road B) which will join South 146th Street at the southwest corner of the property. from 240th. Lots 15 and 16 will be accessed directly from 51st Avenue South. Although no site grading exists at this time is expected that cuts and fills of only about 5 to 10 feet will be required for street construction. Development of the single family residence lots is expected to be one or two story wood frame homes. Foundation load information is not available at this time but for the purpose of our evaluation bearing wall loads for the residence structures are assumed to be on the order of 1 to 2 klf. If actual structural Toads exceed the above values by more than 25 %, this office should be notified. ... P.O. Box 276, Issaquah, WA 98027 -0276 Phone: (206) 391 -4228 Fax: (206) 391 -4228 Happy Valley Land Co. February 10, 1998 SCOPE OF WORK Our geotechnical evaluation included subsurface exploration, engineering evaluations and the preparation of this report. The scope of work included the following specific tasks: z QQ= J U U 0 w w o Continuously logged the subsurface conditions, as encountered in the w o test pits at the time of excavation. Logs of the test pits are presented on the summary sheets of Appendix A. o Performed geotechnical engineering evaluations of the site and u) o developed geotechnical recommendations for site grading and general site development. z 0 o Prepared this geotechnical report summarizing our findings and c o U� o — O H w W iEU At the time of our field investigation the property was undeveloped except for the �- z existing residence and out - buildings on Tots 5, 15 and 16 as shown on Figure 2. w Vegetation on the site consisted primarily of blackberries with grass and scattered o - fruit trees and maple trees that ranged up to 3 + feet in diameter. o o Reviewed published geologic mapping of the site vicinity. o Performed a reconnaissance of the site to observed surface conditions. o Observed the excavation of 5 test pits to depths ranging from 4 to 6 feet below the ground and excavated one hand -auger test pit on Lot 16. Approximate locations of the test pits are shown on Figure 2. recommendations. OBSERVED SITE CONDITIONS Topography in the general site vicinity is gently to moderately sloped down to the east. The referenced topography map provided to us indicates the maximum elevation difference across the site to be on the order of about 90 feet. Most of the site is gently sloped with gradients ranging from about 7 to 22 percent based on the topography map. Steeper slopes exist on the eastern half of Lots 15 and 16 where gradients of about 40 to 50 percent exist. Subsoils Our evaluation of the subsurface conditions was based on our observations of the exploratory test pits and surface observations. Subsoils encountered in the test pits were generally found to be natural glacial till soils with localized areas of fill soils. We noted apparent shallow fill deposits in the graded area of Lots 5, 15 and 16. The natural soils generally included a layer of dark brown topsoil with organics and roots which typically ranged from about 6 to 12 inches thick. The underlying weathered natural soils were typically brown to gray brown or gray and red -brown sandy silt or silty fine sand with gravel. The weathered soils were generally soft or loose to depths of about 2 to 3 feet below the natural surface based on the test pits Project No. 98- 103 -01 Page 2 z Happy Valley Land Co. ' February 10, 1998 and surface probing. Deeper natural soils were firm to very stiff /hard and medium dense to very dense to the depths of the test pits. Fill soils were encountered in Test Pit 6 to a depth of about 3 feet. The fill soils were very soft/loose and wet sandy silt/silty fine sand. Surface topography of Lots 5, 15 and 16 indicates other probable fill deposits in the graded areas around the existing house (see Figure 2). Ground Water We observed that the surface soils were generally very moist over most of the site and some areas were especially wet or had surface drainage or seeps as indicated on Figure 2. The site soils were generally classified as very moist to wet and measured moisture contents were generally high, ranging from about 17.1 to 40.6 percent. Most of the soils had moisture contents between about 20 to 30 percent. Seepage was typically observed at the base of the upper weathered soils in Test Pits 1 through 5. Ground water was observed to rise to about 9 inches below the fill surface in the hand - augered Test Pit 6 east of the existing house on Lot 16. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated due to natural deposition variations and previous onsite structures and grading. Due to seasonal moisture changes, ground water conditions should be expected to change with time. Care should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. General SITE EVALUATIONS The referenced geologic map of Figure 1 indicates the site to expose glacial till (Qt) soils. The referenced map describes the Qt soils as intimately graded mixture of clay to gravel sized soils. The glacial till was deposited during the advance of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 to 16,000 years ago. Based on our explorations the site soils are sandy silt and silty very fine sand glacial till soils which are typically weathered, soft/loose and very moist to wet in the upper 2 to 3 feet becoming very stiff to hard below those depths. Fill soils were observed in the vicinity of Tots 5, 15 and 16. The upper weathered site soils and fill are not considered suitable for direct support of pavements or foundations, however, in our opinion the site can be developed as planned provided that our recommendations are followed. Project No. 98- 103 -01 Page 3 Happy Valley Land Co. February 10, 1998 Site Stability The referenced geologic map of Figure 1 does not indicate any known landslides in the site vicinity. Our observations of the existing site revealed no indications of recent or current instability. In our opinion the unweathered glacial soils which underlie the site are generally stable with regard to gross stability. There is always risk involved with construction on or near a slope and the lot owners must be willing to accept the risk of future instability which may result in damage to their property or neighboring property. In general slope failures are most likely to be shallow failures occurring during the winter and spring months due to increased soil moisture conditions and during earthquake shaking due to additional dynamic loads on the slope. In our opinion the risk of damage due to instability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15 and 16 is considered moderate to high due to the wet conditions, the steeper slopes and existing fill. In addition the risk of shallow failures of the very steep road cut along 51st Avenue South is considered high, Risk of slope failure can be reduced by incorporating proper engineering design and providing and maintaining control of surface runoff and subsurface drainage. Site Grading Considerations Currently no street grading plan or street profiles exist, however we expect that cut/fill depths should be on the order of about 10 feet or less. We expect that the grades for Roads A and B will primarily be within the upper weathered soils which will not be suitable for direct subgrade support. The soft/loose weathered soils should be excavated from the street subgrade areas to expose stiff /hard soils and structural fill placed to the final street subgrade. Based on our experience the onsite soils will be quite moisture sensitive with regard to grading and compaction characteristics and the measured moisture contents indicate that the onsite soils are currently too wet to obtain adequate compaction. In our experience the onsite soils will be very difficult to compact unless they are dried out sufficiently. Site grading should be scheduled during warm, low humidity weather typically occurring in the late summer months to reduce the potential problems associated with wet soils and ground water seepage. Unless the onsite soils can be dried to near optimum moisture content, site grading will require the use of imported granular fill soils for proper compaction. In addition the onsite soils are not considered suitable for backfill within the drainage zone of basement walls or other retaining walls. Residential Foundations Existing soft/loose, organic and fill soils are not considered suitable for foundation support. Foundations should penetrate through the upper unsuitable soils to bear in very stiff /hard natural soils. In our opinion conventional spread footings founded on the very stiff /hard natural soils should provide good support for the residence structures. Where grading is performed to level specific lots for development, all fill should be placed and compacted as structural fill. Project No. 98- 103 -01 Page 4 Happy Valley Land Co. February 10, 1998 RECOMMENDATIONS The following subsections present our geotechnical recommendations for site grading, street subgrade preparation, residential foundations and retaining walls. Also included are recommendations for site drainage, erosion control, plan review and observations and testing during construction. Site Grading Site grading is expected to consist primarily of excavation and fill placement to prepare the access roads subgrade, create building pads and backfill utility trenches and possibly retaining walls. Stripping depth required in areas with no existing fill is expected to be about 2 to 3 feet. Excavation of the on -site glacial till materials is expected to be difficult at depths greater than about 5 or 6 feet. Onsite soils are not generally considered suitable for use in compacted fills because in our experience these soils are quite moisture sensitive with regard to trafficability and compaction characteristics and are currently too wet for adequate compaction. If grading is scheduled for the late summer months moisture conditions of the onsite soils may be more suitable for compaction. Site grading will likely require the use of imported granular fill soils for proper compaction and drainage. Onsite soils are not considered suitable for backfill against retaining walls because they will not be adequately free - draining. Retaining wall backfill will .require clean sand /gravel soils. Recommendations for site preparation, temporary excavations, structural fill, permanent slopes and street subgrade preparation are presented below. Site Preparation: Existing vegetation, debris, and soft or loose soils and existing fill should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Soils containing more than 1% by weight of organics may be used in planter areas, but should not be used for fill beneath building or pavement areas. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the grading areas. Subsoil conditions on the site may vary from those encountered in the test pits. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should be provided. Contractors should note that excavation of the unweathered glacial till may be very difficult with conventional backhoe equipment. Based on the subsurface conditions encountered in our test pits, it is our opinion that sloped temporary excavations may be made vertically to depths less than 4 feet. Deeper temporary excavations up to 10 feet should be made at slope gradients no steeper than 1: 1 (horizontal:vertical) for the loose to medium dense soils and 3/4 : 1 (horizontal:vertical) for the glacial till soils, however it should be noted that the contractor is responsible for safety and maintenance of construction slopes. Project No. 98- 103 -01 Page 5 Happy Valley Land Co. February 10, 1998 Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5 feet of the top of cut slopes or within a 1:1 (horizontal : vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Provided that soil moisture can be reduced and maintained near optimum, excavated onsite soils may be used for structural fill. However these soils are expected to be moisture sensitive and are currently too wet for practical compaction. Therefore imported granular fill soils should be used if moisture conditions cannot be adequately controlled. Loose soils, formwork and debris should be removed prior to placing fill or backfill. Imported free - draining granular soils should be used for backfill of retaining walls, and should be capped with pavement or 12 inches of onsite silty soils to reduce surface water infiltration. Onsite soils or imported granular fill should be placed in horizontal lifts not exceeding 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by the ASTM D1557 -91 test method, Imported granular fill should consist of clean, well - graded sand and gravel materials free of organic debris and other deleterious material. Imported material for wall drainage zone backfill should be a clean sand /gravel mixture with less than 5 percent fines based on the sand fraction. Fill Slopes: All permanent fill slopes should be constructed of properly placed and compacted structural fill with gradients no steeper than 2:1 (h:v). All existing fill, vegetation, debris, and loose /medium dense soils should be removed from proposed fill slope areas prior to fill placement (see "Site Preparation "). Where underlying natural slope gradients are 20% or more, fill slopes should be keyed and benched into undisturbed dense natural soils. Key width should be at least 8 feet or 1/3 the slope height whichever is greater. Key depth should penetrate at least 2 feet into undisturbed dense natural soils. All fill should be placed and compacted in accordance with the recommendations for "Structural Fill ". Cut Slopes: All permanent cut slopes should be made no steeper than 2:1 (h:v). Existing trees located within 10 feet of the top of the cut slope should be cut but stumps should be left intact. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Where conduit crosses pavement subgrade areas the backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. Street Subgrade Pre arp ation The street pavement section (base course and A.C. paving) should be supported on a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry density. Subgrade preparation should include stripping of existing vegetation, topsoils and soft/loose weathered soils in accordance with the "Site Preparation" recommendations. Where unsuitable soils exist at subgrade level, subgrade preparation should include over - excavation down to expose stiff to very stiff /hard natural soils and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches Project No. 98- 103 -01 Page 6 Happy Valley Land Co. February 10, 1998 of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557- 91 maximum dry density. Re sidential Hasithmilial_19preadlonlinglaundatims Conventional spread footings founded on undisturbed very stiff /hard natural soils should provide good support for residential structures within the proposed plat. All footings should be founded at least 18 inches below the lowest adjacent final grade and should be deepened as required to penetrate existing soft/loose natural soils and fill to bear on very stiff /hard natural soils. In addition, square footings and continuous footings running parallel to the slope should be deepened as required to provide a set back at least 12 feet horizontally from the face of the slope. Footings should also be setback beyond a 1:1 (h:v) projection from adjacent lower footings. All footings should be stepped as necessary to maintain a horizontal bearing surface. Suitable very stiff /hard bearing soils are expected to be at depths of about 2 to 3 feet below the natural surface. The depth to bearing soils may be increased due to existing fill overlying the natural surface. As an alternative to deep spread footings to penetrate soft/loose soils or fill and /or satisfy slope setback requirements, foundation loads may be transferred from the recommended minimum foundation depths to the recommended bearing soils by a monolith of lean concrete having a minimum compressive strength of 1000 psi. The width of an unreinforced lean concrete monolith should be at least as wide as the footing or at least one -half of the monolith height, whichever is greater. Reinforced monoliths should be designed by a structural engineer. A suitable width trench should be excavated with a smooth edged excavator (no teeth) to expose the dense /very dense bearing soils under observation by our office and backfilled as soon as possible with the lean concrete to the footing elevation. Square footings should be at least 24 inches wide and continuous wall footings should be at least 16 inches wide for two story structures. Continuous footings for garages or other light structures with loads less than 1 kip /ft may be reduced to a minimum width of 12 inches. Footings may be designed based on an allowable bearing pressure of 2000 psf. Settlement of light wood -frame structures is expected to be within tolerable limits for this type of construction. For example, the estimated settlement of a 16 inch wide continuous footing founded on very stiff /hard natural soils and carrying a Toad of 2 kips/ft. is on the order of 1/2 inch. Settlements are expected to occur primarily during construction. For lateral design, resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be assumed with the dead load forces in contact with onsite soils or structural fill. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed natural soils or properly compacted structural fill. The bearing values indicated above are for the total dead load plus frequently applied live loads. If normal code requirements are applied for design, the vertical bearing values may be increased by 50% for short durations of loading which will Project No. 98- 103 -01 Page 7 Happy Valley Land Co. February 10, 1998 include the effects of wind or seismic forces. Allowable lateral passive pressures may be increased by 33% for wind and seismic forces. Retaining Walla Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1% to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.2% of the wall height. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free- draining granular material may be based on an equivalent fluid density of 35 pcf. This pressure assumes that there is no water pressure behind the wall. A uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. Static design of walls structurally braced against movement should be based on an equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free - draining (imported) granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge Toad. Seismic design of retaining walls should include a dynamic soil loading based on a 0.24g 475 -year UBC recurrence ground motion level. Dynamic soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil pressure at the top of the wall should be at least 20H (psf) whore H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfili close to walls should be placed and compacted with hand - operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading ". Design wall pressures given above assume no water pressure behind the walls. We recommend that a drainage zone be provided behind all retaining walls and a adequate drain system be provided at the base of all retaining walls. As a minimum, the drainage zone horizontal dimension should be 3 feet or 1/2 the wall height, whichever is Tess. Backfill within the drainage zone should be a clean sand /gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. Wall drains should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 3/4 to 1 -1/2 inches. The drainage zone backfill should be capped with paving or 12 inches of silty soils to reduce surface water infiltration. Project No. 98- 103 -01 Page 8 Happy Valley Land Co. February 10, 1998 Conventional spread footing foundations founded on undisturbed very stiff /hard natural soils may be used for support of retaining walls. Design of wall foundations should be in accordance with the recommendations presented in this report. Drainage Control Surface drainage from the adjoining upslope areas should be controlled and diverted around the development area in a non - erosive manner. Adequate positive drainage should be provided away from the structure and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty soils. A desirable slope for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system or other appropriate discharge point (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base of the continuous exterior foundations. The drain should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the base of the foundations. At least one interior drain should be provided beneath the basement floor connecting to the perimeter drain on the downslope side at the lowest point. If conditions exposed during construction warrant, interceptor subdrain system(s) may be required to intercept ground water migration form the upslope areas particularly in the eastern site area. Interceptor drains should consist of a filter fabric lined trench filled with clean sand or drain rock with a perforated PVC drain pipe at the base. The drain trench should be at least 18" wide, and at least 3 feet deep and should penetrate at least one foot into the very stiff /hard natural glacial till soils. Six inches of native clay soil cover should be placed over the drain to reduce surface water infiltration. Discharge from the subdrain should be conducted via tightline to the storm drain system. In the proposed street subgrade structural fill areas a drain pipe should be installed to collect ground water infiltration which may collect in the fill and transmit it to the storm drain system. The subdrain pipe should be placed along the lower side of under the street fill areas and should discharge to the storm drain system. As a minimum the drain should consist of a 4" diameter perforated PVC collector pipe and a tightline discharge pipe. Additional lateral drains should be provided wherever a spring or seep is exposed during grading. Erosion Controt Onsite silty materials are expected to be highly erodible when exposed to concentrated flows. Siltation fences or other detention devices should be provided around soil stockpiles and exposed soil areas during construction to control the transport of eroded material. Exposed final graded soil areas should be paved or planted immediately with grass and deep rooted plants to help reduce erosion potential. Project No. 98- 103 -01 Page 9 z i- • w O 0 • D w w o g u. Q w o ww 0 • D. o � 111 u w z • D. o z Happy Valley Land Co. February 10, 1998 Plan Review This report has been prepared to aid in the evaluation of this site and to assist the civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations and Testing During Construction Recommendations given in this report are based on the assumption that all development construction will be performed under engineering observations and testing. All structural fill and backfill areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. All footing excavations should be observed prior to placement of steel and concrete to see that footings are founded on satisfactory bearing materials and have proper slope setback. CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of the Happy Valley Land Company and their representatives. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, GEOSPECTRUM QONSULTANTS, INC. \j James A. Doolitt Principal Engineer Encl: Figures 1 and 2 Appendix A Dist: 1 /Addressee 2 /Baima & Holmberg, Inc. Project No. 98 -103 -01 Page 10 , i' f {� • t:► r• � \ ., . ... . _ :J. - Pil f ro w - ' 14 1\ 1 _; • �r OS • \Qs � } ; ` C , • • t• •! ;' fit "`• • LE (TACOMA .$ i•' ref: Preliminary Geologic Map of Seattle and Vicinty, Washington, by Waldron, Liesch, Mullineaux and Crandell, USGS Map I -354, 1962, scale: 1 ".2640' GEOSPECTRUM CONSULTANTS, INC. Go o lochnlco/ EngInoorlrtp an d Ecrfh Sclonco• 71... .4 11 '1, 1- : 7 - A •, +: \. _4 .‘ 1, •\( ;—ii„ ..,,i Y D e . t CC ) 4 Tt. .. C --`-- , _J ew:• '''''':7!'.':".1 jJ1 ` ._.. •- • //T - T1• .tom Proj. No98 -103 R SITE VICINITY GEOLOGIC MAP Date 2/98 I Figure 1 Tt r 24 25 Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington File: DO I ---0b0 35mm Drawing# APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using existing features as a guide. Elevations at the test pits locations were estimated from the site plan prepared by Baima & Holmberg dated 9/12/97 combined with our own site measurements. Test pits were advanced using a Yatani 140 -B trackhoe excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A -1 through A -3. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. — _ - - — _ .... _ Topsoil/Organics loose/ sou to firm ?*T dk brn 29.8 — WU ML Sandy S— o e Itigdlp and grading to Sandy Silt, very fine mottled foray- Drown & red-brown Seepage — gory — — morst — _ NW to hard difficult digging — i _ Maximum depth 6 feet. Seepage at approximately 1 foot. . GEOSPECTRUM CONSULTANTS, INC. GcoatochnIcal Engine:staring and Earth Sc. Iona.", TEST PIT LOGS Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Proj. No.98-103 Date 2/98 Figure A-1 L ogge d B JAD Date 1/23/98 Depth (ft.13lows USCS 6 1 2 3 4 5 6 7 Logged By ,IA1:1_ Date 1/23/98 0 1 2 3 4 5 6 7 TEST PIT NO. 1 Soil Description TEST PIT NO. 2 Elev 464' w (%) Elev. 448' , 11•••■1 ML Topsoil/Organics w/abundant roots to 1/2" Sandy Silt, very fine • w/ occ. rounded gravel to 4" Maximum depth 6 ft. Seepage at approximately 2 feet. soft to very stiff hard very moist — w — et firm — — Very — — moist dark brown mottled dray- porAwn ['gown 23.7 dirfiEuli digging — — — __ — — — — Topsoil /Organics soft m dk brn 40.6 ML Sandy Silt very gravel to 3" w /trace clay wet ra - Drown `— Seepage firm very moist mottled Drpn red -brown — -- — PiftY to hard — — Maximum depth 4.5 feet. Seepage at approximately 1 - 2 feet. _ L ogge d B JAD Date 1/23/98 (ft lows USCS 0� 1 2 3 4 5 6 7 Logged By ..LAD__ Date 1/23/98 0 1 — 2 — 3 4 — 5 �— 6 --- 7 — SM SP SM Topsoil /Organics Silty very fine Sand w/ occ. gravel to 3" Sand, fine -med Silty fine Sand Maximum depth 6 ft. Seepage at approximately 4.5 - 5. GEOSPECTRUM CONSULTANTS, INC. bJ?�S {"fit ^fG�2i oofochn/cal Enp /nooring and Earth Sc/oneOa TEST PIT NO. 3 Soil Description TEST PIT NO. 4 loose medium dense dense v.dense 5 feet. moist to very moist moist wet v.moist hr brown Brown mottled DLovn brown gray gray -brn Elev. 422' W ( %) Elev. 423' 19.1 24.1 -Caving _ Seepage TEST PIT LOGS Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Proj. No98 -103 Date 2/98 Figure A -2 L ogge d By JAD Date 1/23/98 Depth (ft,plows USCS Soil Description 0 1 -- 2 -- 3 -- 4 5 — 6 — 7 -- Logged By „Ma._ Date 1/23/98 0 • 1 2 3 4 5 6 7 ML Topsoil /Organics w /abundant roots to 1" Sandy Silt, very fine & occ gravel to 3" & Silty fine Sand Maximum depth 4 feet. Seepage at approximately 1.5 - 2.5 feet. Topsoil /Sod Sandy Silt/Silty fine Sand rg becomes TaTe Sandy Maximum depth 5 ft. Water at 9 inches after 15 minutes ve�y loose medium to ` dense wet very moist dk -brn Ted It -brn brown %9 n mottl�� & re -brn 30.4 20.5 FILL GEOSPECTRUM CONSULTANTS, INC. e. Gaafachn/ca/ EngThawlnQ and Earth Scfancaa TEST PIT NO. 5 soft firm /bard moist to wet very moist dark brown Drown gy red- brown TEST PIT NO. 6 Pro). No98 -103 Date 2/98 Elev. 428 W ( %) 37.3 17.1 Seepage Elev 408' TEST PIT LOGS Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Figure A -3 N 09 -03 -05 2805 CRCER DATE EiD DATE CELU'• ERY AT •' -- " 11/14/00 , 4 JOB NO. PLAN NO. L -F 470 A L T.C. SIZE 2x 4 T.C. cuT PLUMB HEIGHT 4x4 S ZC " 2x6 L CACtNC: 25 0.7.0 - 0.5.0 SPACING. 24 01N. 0 C. OW t Z`,;; Comp No. M YPE SLOP SPAN . •' -- " REMARKS EMI - c 2 T02 .c 5 21 -00 -00 18 18 SPECIAL 1 T01 5 21 -00 -00 •18 18 :GABLE 18 QUEENPOST 1 TO2A ��� 5 21 -00 -00 0 1 T03 5 40.00 -00 18 18 MOD. QUEEN 20 T04 .. „„at im ,,_ 5 40 -00 -00 18 18 MOD. QUEEN 1 1 T05 _.� 0311 llab». 5 40.00 -00 18 18 FINK 1 T06 ..•e acilat e2 „ . 5 17 -00 -00 18 18 GABLE 9 T07 5 02 -00 -00 18 0 JACK 1 T08 c.'---- 5 02 -00 -00 0 0 GIRDER 1 T09 3.54 02.09 -15 25.43 0 GIRDER 60 Blocks 2x 4 Vent 22- 7/16" 3 Hangers ARS FLASHING 1 Hangers JL28 30 Hangers STABLZR 4 nuad2000 14- GE LABOR LABOR TO SHEET GABLE 2 Quad2000 15- GE OSB SHEETS OF GABLE SHEATHING TRUSS DEPARTMENT O 0 NV16L LiIfitg� Are BY: sl SHEET NO. „ Long Classic Homes v o Tukwila, LONG CLASSIC HOMES u 1624 PIONEER STREET D pNUMCLAW, WA 98022 6 (360) 802 -1880 PHONE: (425) 486 -1818 CONTACT: PAX: (425) 398 - 2559 PHONE: PROJECT: Foster Heights DELIVERY INSTRUCTIONS: SALES:WAYNE SRIGDEN Total Welght: 3840 I understand , OA Truss Height:09 -03.05 ACCEPTED BY BUYER NAME: PO NO. SPECIAL INSTRUCTION : 4 TRUSS QUOTE/ORDER QUOTE #: B0110119 INVOICE #: CUST: LONGCLAS TERMS NO SALES TAX DELIVERY Included SUB -TOTAL I 82,806.00 GRAND TOTAL' $2,806.00 0 9 c‘i 0 9 0 0 0-0-6C 0 0 0 10 r r 4 -- A 0 r 9 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Job russ 130110119 T01 vvoozinviiie Lumoer, VY000imv,ile, v oau/t , -1-6.0 , 1 -6 -0 LOADING (psf) TOLL 25.8 TCDL 7.0 BOLL 0.0 BCDL 5.0 314 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 3 SPF StudiStd russ `ype I RCOF TRUSS 10 -6 -0 10 -5 -0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC/ANS195 • CS1 TC 0.20 BC 0.11 WB 0. (Matrix) • i 1 1 i I 1 i 4.4u1 ort1 s hug [4t■uu /Alien Inausties, inc. vrea Nov u[:oi:4u cGuu rage 1 414 = 5 21-0-0 21-0-0 13 11 DEFL In (loc) I /dell Vert(LL) n.'a • n/a Vert(TL) 0,01 1 >999 Horz(TL) 0.00 14 n/a 1st LC LL Min I.'defi = 240 21-0-0 10 -5 -0 12 315 = NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind (cads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load apd 5.0 psf bottom chord dead Toad, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 60 ft by 38 ftwith exposure 6 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. Tne h.mber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see G1iTek "Standard Gable End Detail" 4 All plates are 2x3 M20 unless otherwise indicated. 4 5 Gable requires continuous bottom chord bearing. 6 Gable studs spaced at 1-4-0 co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Tacle No. 15 -9, UBC -94. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at joint 2, 94 b uplift at joint 17, 2 Ib uplift at joint 20, 14 Ib uplift at Joint 26, 3 Ib uplift at joint 24 and 33 Ib uplift at joint 14. 9) This truss has been designed withANSI/TPI 1-1995 criteria. t LOAD CASE(S) Standard 1 3 PLATES M20 Weight: 79 Ib BRACING TOP CHORD Sheathed or 6.0.0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. GRIP 4 314 185/144 14 22 -5 -0 1 -6 -0 s:11.1 t32 5 r1 r .. V'4W,,tezT. - ;. 44 trif A.':'rxl` 4f✓.k'X� 1 r REACTIONS (lb /size) 2=243/21.0.0, 17=- 45/21.0.0, 22=79/21.0.0,16'278.121 -C -0, 18.59/21.0.0, 19 ■107/21.0.0, 20.99/21 -0-0, 21-92/21-0-0, 27 1269/21.0.0. 26 ■18/21.0 -0, 2531113/21.0.0, 24 =98/21.0.0, 23=93/21.0.0, 14=243/21.0.0 Max Horz 2=- 11(load case 3) Uplift2 =- 33(load case 5) 17 =- 94(load case 2), 2C =- 2(Ioad case 5), 26=- 14Qoad case 4), 24=•3 (Icad case 5), 14=- 33(load case 5) Max Grav2=243(Ioad case 1), 22=79(laad case 1), 16=278(Ioad case 7), 18=81(load case 2), 19.107(load case 1), 20= 100(load case 7), 21=93(laad case 7), 27•269(laad case 6), 26=18(load case 6), 25=113(load case 1), 24•99(load case 6), 23 =94(13ad case 6), 14= 243(load caso 1) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=35, 2.3-42, 3.4= -44, 4.5=12, 5.6= -24, 6.7=9, 7.8 =- 22.8.9= -22, 9.10•- 24,10- 11= -24, 11.12= -17, 12-13=-44, 13.14 = -58, 14.15=35 BOT CHORD 2- 27=7, 26.27=7, 25.26=7, 24.25=7, 23.24=7, 22.23=7, 21.22=7. 19.20 =7, 18 -19 =7, 17 -18 =7. 16.174, 14.166 WEBS 8-22--68, 13.16 -- 220,12.18= -25, 11 -19m- 95,10- 20= -86, 9.21= -80, 3.2712-220, 4.26= -25, 5.25a -95, 6- 24a- 86.7.23= -80 i.;oo ! i cuss i :MSS :ype E I 1901101/9 1 IT O2 1 RCOF TRUSS vvcoatnvme Lumcer, •ccamvu e, 5-6-14 5-6-14 5.00 T 3x4 = • r- :a a se s . uJ LOADING (psf) TCLL 25.0 TCOL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud/Std LOAD CASE(S) Standard IM 7 1C -6.0 10.6.0 SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Cade UBC /ANSI95 ti 10-6-0 4 -11.2 • CSI TC 0.39 BC 0.92 WB 0.36 REACTIONS (lb /size) 2=871/0.5.8, 6= 87110.5.8 Max Horz2 =•11(load case 3) FORCES (lb) • First Load Case Only TOP CHORD 1.2 =18, 2.3= -1345, 3-1 =459, 4.5= -959, 5.6= -1345, 6.7 =18 BOT CHORD 2.8 =1230, 6.8 =1230 WEBS 3.8 =- 378, 4 -8 =410, 5.8= -378 4x4 = r 4 8 5x8 ?Aug i u :y r,y i2 ;1 (c ticnal) 15-5-2 4 -11 -2 DEFL In (loc) I /deft Vert(LL) -0.32 5.8 >778 Vert(TL) -0.49 6.8 >507 Horz(TL) 0.04 6 n/a 1st LC LL t.1in Ifdefl = 240 NOTES 1) This truss has been checked for unbalanced toading 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 cl'iord dead load and 5.0 psf bottom chord dead Toad, 100 mi from hurricane c :eanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure 9 ASCB 7 -93 per USC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If perches exist, they are not exposed to wind. The !umber 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 ncnconcurrent with any other he loads per Table No. 16.3, UBC -94. •4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 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 cf the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The tracing requirements shown are for lateral stability of individual truss members. * T he bracing design is the responsibiliy of the building designer. Additional temporary bracing td insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality .... -.. - .........- a,....... ....... -_ ... h........ .,,.....0 %CT.OG /1.•.lth. nco -rata q...:nn C....tn...:..n . i s ere tnoustr:es, ,r.c. vvea l cv o 14: : v rage 21-0-0 10-6-0 21 -0 -0 5.6 -14 3x4= uQ N_ W Z Z LU • W PLATES GRIP U co 1.120 185/144 0 - O F- LU t o � .z O Weight: 671b , 22 -6 -0 { -6-0 Scale = 1:40.3 BRACING TCP CHORD Sheathed or 4.6.6 cc purtins. SOT CHORD Rlgid ceiling directly applied or 10 -0.0 oc bracing. L EXPIRES 12/7/200 ...60111.111 Lim/41A. 1W (425)4884773 Fax Z 1 W U CO CI J • = H Nu. 7 _q W O • ) 314 Job Iruss ilrusslype 1 301/0119 T02A QUEENPOST vloodhnwie Lumber, Ylocainvure, vJA r. • 5 -6 -14 5.5.14 elate unsets tA.r). it.U•4- U.0 -a•U) LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 10.5.0 10-6-0 SPACING 2.0.0 Plates increase 1.15 Lumber Increase 1.15 Rep Stress !nor YES Code UBC /ANSI95 10 -5 -0 4-11 -2 CSI TC 0.39 BC 0.92 WB 0.36 414 3 5.1 tl, rs�y 11 11 (ootional) 4.ZU1 aril s Aug Z4 [uvu M, i eK industries, inc. v Nov T5 ui:b1 44 zuuu cage 1 i 15 -5 -2 21.0.0 22 -5 -0 • 5 -5 -14 1 -6 -0 ' 4-11 -2 DEFL in (Ioc) I/defl Ven ;LL) -0.32 5.1 >778 Vert(TL) -0.49 5.7 >507 Horz(TL) 0.04 5 n'a 1st LC LL Min Ude1 ■ 240 21-0-0 10-6-0 PLATES M20 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TO? CHORD Sheathed or 4-5-6 o: puriins, BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 3 SPF Stud /Std REACTIONS (Iblsize) 1 =76010.5.8, 5.871/0.5.5 Max Horz 1 =- 30(ioad case 3) FORCES (!b) • First Load Case Only TOP CHORD 1 -2= -1345, 2 -3= -959, 3.4= -959, 4.5= -1345, 5.6 =18 BOT CHORD 1.70230, 5.7 =1230 WEBS 2 -7• -378, 3.7 =410, 4.7= -378 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 1 enclosed building of dimensions 60 ft by 35 ft with exposure B ASCE 7.93 per UBClANS195 It 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 •ritn any other live toads per Table No. 16-B, UBC -94. 4) This truss has been designed with ANSUTPI 1.1995 criteria. LOAD CASE(S) Standard 4 GRIP 3t• = A 185/144 S:41;4411 37.2 ey slop 90110119 runs i cuss type T03 I MOD. QUEEN y , rty 1 (1 I (o ^tionai) 0o tnvt e umoer, •voo nvu e, vv• m• • a s Aug 4 • ' 11 eK na ,nes, inc. vvea Nov 13 W:a:l)v 4uv.i rage i 1 -6.0 7 -1 -3 13 -6 -9 20 -0 -0 26 -5.7 32 - 10 - 13 40 - - 41.6.0 1 - - 7 - - 6 - - 6.5- 7 6 -5 -7 6 -5 -7 7 -1 -3 • 1-6-0 S :='4.1.710 1 t 5x5 = 4 • s 5.23177 r4 . 3,4 . - 7 • ;s 3 f /11 ; ! \ - .3•■•N A V I \ 0 ,It b� e • S � • • � �- a • a . ( j e I 1 t - 2 . 5•• = 73 15 /5 74 14 13 12 • 5,1 = 314 a 5,3 = 3111= 5.3 = 314 = 10.3 -14 20.0.0 • 29 -8.2 40.0 -0 1 1 10 -3 -14 9.8 -2 9.8 -2 10.3.14 - a • e s . " . ►amifwas •;•. . • , . esuctt•seekeieerE•i, o .• LOADING (Jost) 1 SPACING 2.0.0 CSI DEFL In (loo) I /deft PLATES GRIP L ^ TOLL 25.0 Plates Increase 1.15 TC 070 Vert(LL) 0.45 14 -16 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.72 14.16 >657 BOLL 0.0 Rep Stress Inc( NO WB 0.78 Horz(TL) 0.16 10 n.'a BCDL 5.0 Code UBC /ANSl95 (Matrix) 1st LC LL Min IIdef IN 240 Weight: 263 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2.6.14 oc pur"ins. BOT CHORD 2 X 4 HF 1650F 1.5E BOT CHORD Rig ceiling directly ap lied or 10.0.0 cc bracing. Brace 5 WEBS 2 X 3 SPF Stud/Std 'Except' WEBS 1 at midpt -14, 7.14 W3 2 X 4 SPF Stud /Std, W4 2 X 4 SPF Stud'Std W3 2 X 4 SPF Stud/Std OTHERS 2 X 4 SPF Stud /Std REACTIONS (lb /size) 2.1627/0. 5.8, =1584;0.5.8 Max Horz2 =22(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=36.2.75 = - 3305, 3.75= -3225, 3.4= -2992, 4.5= -2919, 5.5 =•2226, 6.714•2226, 7 -8= -2839, 8.9.•2912, 9.10 = - 3217, 10 -11 236 BOT CHORD 2.73 =2956, 16.73 =2956, 15 -16 =2485, 15-74=2456,14-74m2486, 13 -14 =2443, 12.13 =2448, 10- 12=2885 WEBS 3.16 =•348, 5.16 =422, 5.14= -660, 6.14 51287, 7.14 =•609, 7 -12 =349, 9.12= -352 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 lead, 100 mi from hurricane oceaniine, on an occupancy category I, condit;on 1 enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7.93 per UBCIANSI95 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) Truss designed for wind loads In the plane of the truss only. For studs gxposed to wind (normal to the face), see f-1{Tek • "Standard Gable End Detail" 4) All plates are 2x3 M20 unless otherwise Indicated. 5) Gable studs spaced at 1 -4.0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load ncnconcurrent with any ether live leads per Table No. 16 -B, UBC•94. 7) This truss has been designed with ANSI/TPI 1.1995 criteria. 8) Special hanger(s) or connectipn(s) required to support concentrated Ioao(s) 10.71b down and 5.0lb up at 2-0-0 on top chord, and 375.01b down at 18 -11 -4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASES) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads ( ^{f) Vert: 2- 10 = -8.9, 1 -75= -64.0, 6.75 = -55.7, 6- 10 =- 56 10 -11= -64.0 Concentrated Loads (lb) Vert: 74 = -375.0 75 =-10.7 . • .-- _......�.r a e • 'se s ',- : :• - ,•. , ,•:• • . LOADING (psf) SPACING 2 -0.0 C3I DEFL in (ioc) 1/deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.35 14 -16 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 14 -16 >780 BCLL 0.0 Rep Stress Ina YES W8 0.62 Horz(TL) 0.15 10 n/a BCDL 5.0 Code UBC /ANSI95 1st LC LL Min I /dell = 240 Weight: 146 lb • JCJC). 1E0110119 TO4 MOD. QUEEN vdooainviiie Lumber, vVooeiAviue, vVA �c07Z 4 4 co i russ I i russ type -1 -6.0 7 -1 -3 1 -6.0 7 -1 -3 3x8 = { LOAD CASES) Standard 10 -3 -14 10 -3 -14 • 3x6 2x3 4 13.6 -9 6-5-7 5.00 ITT 5 16 15 3x6 = 3x4 3x4 20 -0 -0 6.5 -7 20-0 -0 9-8-2 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF 1650F 1.5E WEBS 2 X 3 SPF Stud /Std'Except' 5.14 2 X 4 SPF Stud/Std, 6.14 2 X 4 SPF Stud/Std 7.14 2 X 4 SPF Stud /Std (op jicnal) .4U Sr i s Hug 44 Zuu0 MiTek industries, Inc. ilea Nov 10 12::4:co 21.W rage 1 6 5x6 = 14 3x8 = 1 u ty i 20 9 -8.2 rig 1 26-5-7 32 -10 -13 5-5 -7 6 -5 -7 29.8.2 3x4 7 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 tracing to insure staoitity during construction is the responsibility of the erector. For general guidance retarding fabrication. quality 13 12 3x4 = 3x6 = 3x5 8 2x3 9 REACTIONS (lb/size) 2= 1574/0.5.8, 10= 1574/0.5.8 Max Horz2=- 20(ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2- 3= -2995, 3-4= -2661, 4.5= -2661, 5.6= -1872, 6- 7= -1872, 7.8= -2661, 8.9= -2561, 9.10= -2995, 10.11 =18 BOT CHORD 2 -16 =2745, 15 -16 =2257, 14.15 =2257, 13.14 =2257, 12.13 =2257, 10.12 =2745 WEBS 3 -16= -384, 5 -16 =405, 5.14= -704, 6.14 =1027, 7- 14 = -704. 7.12 =405, 9.12= -384 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 cceanline, on an occupancy category I, condition 1 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 perlhes exist,lhey are not exposed to wind. The lumoer 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. 40 -0.0 10-3-14 40-0-0 41.5 -0 7 -1 -3 1 -5 -0 Scale = 1:79.5 1 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Brace at midpt 5 -14, 7 -14 L EXPIRES 12/7/2001 * p er tp L P� Q 4r (425) 488-8773 l Juo. `30110119 cc • Intl 0 LOADING (psi) TCLL TCDL 7.0 BCLL 0.0 BCDL 5,0 i1rUSs I T 05 e urncer, v oeclnv; 11-6-0 4.6 -14 6-6 -0 12 -5 -2 1 -5.0 4 -5 -14 3.11 -2 a 3 -11 -2 Continued on page 2 [ ISS 'l ype 1 rINK e, vvr.:o 5.10.9 11 -1 -7 3x6 3x8 5 4 5.10.9 5-2-13 SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code UBC /ANS195 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std 'Except' 4-48 2 X 4 HF Stud OTHERS 2 X 4 SPF Stud /Std 5.00 jrr 8 17 -0-0 , 20-0-0 4-6-14 3-0-0 10 11 17 1213 14 �6 18 19 17-0 -0 t 5 -10.9 CSI TC 0.24 BC 0.34 W8 1.00 (Matrix) NOTES 1) This truss has been checked for unbalanced leading conditions. Qty 1 rt srug 3x6 = WARNING- Verity design parameters and READ NOTES ON THIS AND COVER PAGE 9EFORE 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 incarperatlon of component is the responsibility cf the building designer. The bracing requirernents shown are for:ateral stability cf individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing b insure stability during construction is the responsibility cf the erector. For general guidance regarding faorication, quality -- �___•__ - ---.. nn+ no non nn (optional) ex noustnes, lno, v 0 3x6 = 3x4 50 49 3x4 II 4E7 46`5144312 41 40 39 38 37 36 35 34 33 32 31 3x4 = 3x4 = 3x4 ;i 3x6 3x4 11 40 23-0-0 DERL in (Ice) I /deft Vert(TL) -0.05 49 -50 >999 Vert(TL) -0,08 49-50 >999 Horz(TL) 0.02 48 n/a 1st LC LL Min I /dell = 240 40 -0 -0 20-0-0 1 3x6 222 25 REACTtoNS (lb/size) 2= 625/0.5.8, 44= 10/23.5 -8.48= 792/23 -5 -8, 45= 169/23 -5-8, 43= 188/23.5.3, 31= 273/23 -5.8, 32= 14/23.5.8, 33= 116/23.5 -8, 34= 96/23 -5.8, 35=99/23.5-8, 36= 99/23.5 -8, 37=99/23-5-8, 38= 99/23.5.8, 39= 99/23 -5.8, 40= 100/23.5.8, 41= 86/23.5 -8, 42= 77/23 -5 -8, 47=- 36/23.5.8, 46= 13/23 -5.8, 29= 133/23.5 -8 Max Horz2= 18(Ioad case 4) Max Upiift2 =- 18(Ioad case 5), 32=- 14(Ioad case 5), 34=- 1(load case 3), 41 =- 5(load case 3), 47=- 388(Ioad case 2), 29=- 43(Ioad case 6) Max Grav2= 625(load case 1), 44= 27(load case 2), 48= 820(Ioad case 2), 45= 169(Icad case 1), 43= 188(toad case 1), 31= 273(Ioad case 1), 32= 14(load case 1), 33= 116(Ioad case 7), 34= 96(Ioad case 7), 35= 99(Ioad case 1), 36= 99(load case 1), 37= 39(load case 1), 38= 99(Ioad case 7), 39= 99(load arse 1), 40 =100(load case 1), 41= 96(load case 7), 42= 77(load case 1), 46= 39(loed case 2), 29= 207(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1.2 =36, 2.3= -915, 3.4 =- 753, 4 -5 =231, 5 -6 =273, 6 -7 =305, 7.8 =282, 3 -9= 273, 9.10 =296, 10 -11 =322, 11 -12 =261, 12 -13 =283, 13 -14 =235, 14 -15 =230, 15.16 =283, 16.17 =294, 17.18 =289, 18 -19 =289, 19.20 =289, 20 -21 =289, 21.22 =289, 22 -23 =289, 23 -24 =271, 24.25 =290, 25.26 =289, 26 -27 =293, 27.28 =269, 28 -29 =323, 29.30 =35 BOT CHORD 2 -50 =784, 49.50 =471, 48 -49 =810, 47-48= -252, 46-47= -252, 45.46 =- 252, 44-45=-252, 43-44= -252, 42.43 =- 252, 41 -42=- 252.40.41= -252, 39 -40= -252, 38.39= -252, 37 -33= -252, 35- 37 = -252, 35.36= -252 34- 35 = -252, 33 -34= -252, 32.33= -252, 31 -32= -252, 29.31= -252 ',VEBS 4.52= -980, 52.53 = -985, 51 -53= -1042, 51 -54 =- 1105, 54 -55= -1145, 55- 56= -1153, 48 -56 -1163, 3.50= -226, 49- 51 = -262, 4 -50 =301, 4-49 =312, 13-45= -170, 15-43 = -184, 28 -31= -224, 27- 32 = -22, 26.33 = -97, 25.34 = -84, 24- 35 = -85, 22.35 = -85, 21.37 =-85, 20- 38 = -85, 19- 39 = -85, 18- 40 = -57, 17.41 = -72, 16 42 = -67, 6- 52 = -13, 7.53= -148, 8.54= -106, 9- 55 = -20, 10- 56 = -26, 11- 47 = -237, 12.46 =9 eo acv lc : c ui. race arrrry :wroorr 6 27 PLATES M20 28 Weight: 240 lb 4 1.6.0 1 -5 -0 Scale = 1:78.6 3x6 = { MIAS GRIP 9 20,7 185/144 BRACING TOP CHORD Sheathed or 5.9.13 oc puriins. BOT CHORD Rigid ceiling directly applied cr 6.0.0 oc bracing, Except: 10-0-0 cc bracing: 2-50,49-50,48-49. WEBS 2 Braces at 1/3 pts 4-48 EXPIRES 12/7/2001 ` pw- Ip � � 4 4tyr t (425).498-8773 1 Fax e r LOAD CASE(S) Standard .Jut). FIruss 'truss type i 90110119 fT05 1 F!NK I I vvocolnvule LutrQer, 0:ocalnvula,'vIH ac0 /2 NOTES 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 buildirfg, of dimensions 50 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANS195 if end vertical's 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x3 M20 unless otherwise indicated. 5) Gable studs spaced at 1-4.0 oc. 6) 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. 7) Provide mechanical connection (by others) cf truss to bearing plate capable of withstanding 1 lb uplift at joint 2, 14 ib uplift at joint 32, 1 Ib uplift at Joint 34, 5 Ib uplift at joint 41, 388 Ib uplift at joint 47 and 43 Ib uplift at joint 29. 8) This truss has been designed with ANSI /TPI 1 -1995 criteria. • • • r' 17 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 i (ootfonal) uu 1.,1 1 e inoustnes, Inc. vv ea I'ov 44� £4 (425)488 -8773 Fax J . ■ toss B0110119 IT05 1 t russ , ype . - y ROOF TRUSS 1 1 ! I 1 j (cpticnal) i vgodmvilie Lumcer, Yvoed;nvilie, vv" 53JJZ 4.[ur Soli s r.ug !4 [uuJ (. r eK tndus'lies, inc. vved Nov Tb uf:ocava [Jvv rage 1 j - : 5.6-0 17 -0.0 18 -6 -0 { 1-6-0 3-6.'4 8.54 • 1.5 -0 ♦ • 4 Sea'. • 1.33 C 1 • • 4.34 = • , S 7 e • SWjT7 ' • ■3 • r Yv!t <? ;n'4.! . :,/`.. Y/ •4� � ! f ♦ in . f`ai J Sr.y. c g s , '',$p may?'^ s w -y��V / } +?4 .' Y.YS 4- .- , ' �.{.!:%' f' Nfia v .' LIa:" l�v:% 1. � . Viys '1:4• :-. N - �7 , y' I, l i .. ^ 4 exa.. , .8bl.YV.1�[�.:: � .u: �Li. ? y/3 y p . isa :.if ' - - ' . j . d f (, %.4 . ✓Li :r %� ��S/ f.3'�':. ✓�f.F,tJ /.. . it �� ' J ♦ 17 -0.0 17.0.0 LOADING (psf) SPACING 2.0.0 CSI ()EFL in (loo) i /defl PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.20 Vert LL n/a • n!a M20 1851144 I TCOL 7.0 Lumber Increase 1,15 BC 0,10 Vert(TL) 0.01 1 >999 BOLL 0.0 Rep Stress her NO N, rd 0.08 Horz(TL) 0.00 12 n/a BCOL 5.0 Code UBC/ANS195 (Matrix) 1st L LL Min i /dell ■ 240 I Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied cr 10.0.0 oc bracing. OTHERS 2 X 3 SPF Stud/Std REACTIONS (lb/size) 2 =241/17 -0. 0,12.241/17- 0.0,18.36/17.0.0, 14 =269/17.0. 0,15 =18117.0.0, 16 =117/17.0.0, 17 062/17.0.0, 22 •259/17.0 -0, 21-18/17-0-0, 20=117/17 -0 -0, 19862/17.0.0 Max Horz 2 •9(load case 4) Max Uplift2 =- 36(load case 5), 12••36(load case 5), 15 =- 15(load case 3), 21-- 15(toad case 5) Max Grav2.241(load case 1), 12 •241(Ioad case 1), 18•35(load case 1), 14•269(load case 7), 15 =18(load case 1), 15•118(Ioad case 7), 17 •53(Ioad case 7), 22 =289(Ioad case 6), 21 •18(load case 1), 20 =118(load case 6), 19=63(ioad case 6) FORCES (lb) - First Load Case Only TOP CHORD 1.2.35, 2.3 =46, 3.4• -39, 4.5 =17, 5.6 =12, 6.7 =4, 7.8 = -8, 8.9s -21, 9.10 - -13. 10.11- -39, 11- 12 = -54, 12.13.35 BOT CHORD 2.22 =2, 21.22"2.20.21.2, 19.2C•2,18.19 =2, 17.18=2, 16.17 =2,15.16.2, 14.15 =2, 12.14=2 WEBS 7.18••33, 11 -14•- 220,10.15 = -25, 9.16• -93, 8.17 - -53, 3.22 =•220, 4.21= -25, 5.20 = -95, 6.19 = -53 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 froni hurricane ocean:ins, on an occupancy category I, condition I enclosed building of dimensions 60 ft by 33 ft with exposure B ASCE 7.93 per UBC/ANS195 If end vertica!s 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see r.liTek "Standard Gable End Detail" 4) All plates are 2x3 M20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1 -4.0 oc. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2, 36 lb uplift at joint 12, 15 lb uplift at Joint 15 and 15 lb uplift at joint 21. 9) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASES) Standard • oo _ 1 i russ ; i russ t ype B0110119 I T07 ( ROOF TRUSS I Ci ty i rIy 1 9 1 ' i ! (optional) vvooainvule i.umoer, vvoodtnwlle, uvn dou /1 4.c J1 Srt1 snug 14 1000 Mt 1 el< Inoustnes, inc. vied Nov 15 ui.ol:U4 zu0J -1.6 -0 2 -0 -0 enc. 1 S:alt • 114 I • 1 -6.0 4 • . O i 2 -0 -0 ' . 3 • • i 2 -0-0 I i 2-0-0 LOADING (psi) TCLL 25.0 TOOL 7.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inc, YES Code UBC/ANSI95 CSI TC 0.19 BC 0.07 WB 0.00 (Matrix) OEFL in (Ioc) 4'defl Vert(LL 0.00 2-4 >999 Vert(TL) 0.02 1-2 >999 Horz(TL) 0.00 n/a 1st LC LL Min I/defl is 240 PLATES GRIP M20 185/148 1 Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2.0.0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (ibisize) 2 =201/0.5.8, 4x- 6:Mechanical Max Horz 2 •40(load case 4) Max Uplift2'- 54(Ioad case 4), 4u- 6(load case 1) Max Grav2■201(Ioad case 1), 4a25(load case 2) FORCES (ib) • First Load Case Only TOP CHORD 1.2035, 2.3 ■ -32 BOT CHORD 2.010 NOTES 1) 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 oceantino, on an occupancy category 1, 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 • 2) 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. . • 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 2 and 6 lb uplift 4. 5) This has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard . 4 • I I I . 1 I Job 30110119 vvoo•irvi e Truss T03 LOADINGsA TCLL 5.6 TCDL 7.0 BCLL 0.0 BCDL 5,0 umoes v 00 Invi le, VVM 1 buss t ype ROOF TRUSS SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Intl NO Code UBC /ANSI95 LOAD CASE(S) Standard 1) a -ular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1 -2 =•6 = -390.0 CSI TC 0.08 BC 0.48 WB 0.00 (Matrix) 2.0.0 2-0-0 2.0.0 2-0-0 _l*±4c`a`Rk^'t•,•: a n�ia'�.. �1:'i ._�.�, ., uty f i 1 I1 (octional) r s .ug . LVU I eK In us rtes, In :. vve VOv IJ /.Z4:UZ UV rage DEFL in (loc) I /deft Vert(LL) •0.01 1.3 >999 Vert(TL) -0.02 1.3 >999 Hoz(TL) -0.00 2 n/a 1st LC LL Min Udeft = 240 l NOTES 1) This truss has been designed for the wind Toads generated by 80 mph winds at 25 R above ground level, using 7.0 psf top chord dead Toad 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 UBCIANSI95 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 2) 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TP{ 1.1995 criteria. 4 PLATES M20 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2.0.0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceii;ng directly applied or 10.0.0 oc bracing. REACTIONS (Ib /size) 1 =436/0.5.8, 2.61/Mechanical, 3=375/Mechanical Max Horz 1 =17(Ioad case 3) Max Upiift2=•10(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-20 BOT CHORD 1-3-0 GRIP 185/148 Su do • 1:7.3 1 ru5s i 90110119 T09 buss type 1 ROOF TRUSS ✓ 000lnwiie Lumber, vv000r ie, vVM �ou1Z LOADING (psf) SPACING 2.0.0 CSI TOLL 25.0 Plates Increase 1.15 TC 0.52 TCDL 7.0 Lumber Increase 1.15 8C 0.00 BOLL 0.0 Rep Stress !nor NO WB 0.00 BCDL 5.0 Code UBC /ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 REACTIONS (lb/size) 38- 61Mechanical, 28313/0.7.12 Max Harz 2•44 (load case 3) Max Uplifl38- 6(load case 1), 28- 105(ioad case 3) Max Grav3.22(load case 3), 2a313(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1.2.44, 2.38-44 NOTES a Standard I 147r Lit/ riy 1 1 1 1 (optional) 4.LUT art snug 24 Luvu' u t eK inoustnes, inc. v tbov I TS:13 i ;4L 1UUU rage T a 4 .• • DEFL in (loc) I /defl Vert(LL) n.4 • n/a Vert(TL) 0.14 1.2 >208 Harz (TL) .0.00 3 n/a 1st LC LL MIn I,'del . 240 BRACING TOP CHORD Sheathed or 2.9.15 oc purlins. BOT CHORD Rigid ceiling direct y applied. 1) 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 oceantine, on an occupancy category I, condition I enclosed building of dimensions 60 ft by 38 ft with exposure 8 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 DCL increase is 1.33, and the plate grip Increase Is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16 -9, UBC -94. 3) Refer to glrder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at joint 3 and 105 lb uplift atloint 2. 5) This truss has been designed witn ANSI/; PI 1 -1995 criteria. LOAD CASE(S PLATES Weight: 6 Ib GRIP VW. • r.+ ID 0 0 T , se—o—O 39-6-0 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) .. KITCHEN FAN 100 CFM ,l, 70 /. c5 c ' ' /30 BATHROOM FAN 7 4 / 50 CFM ,e -G" ./7 <nr BATHROOM FAN A Z 50 CFM L 7p cfn BATHROOM FAN 4 '3 50 CFM ,(, t / • 7.9 l'i LAUNDRY FAN 50 CFP.t . ,t./ ' kg ' 7o cj ❑ WHOLE HOUSE FAN' 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) Q 80 CFM (3 BEDROOMS) 100 CFM (4 BEDROOMS) l. , t, e— /1 4•'' (TP O 'Whole house fan also serves as a kitchen or bath spot fan: 4 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 listed 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 net 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): NO * Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the`exterlor., / ,' Overall living area: One wall port as specified for bedrooms. . OR: 14;0;41"/Z?;x:,0 ❑ Central forced air furnace which delivers outside makeup air through the ducting system,,, , :, „T ENRGYCOD.D.00 2/13/97 CITY OF 1 "UKWILA Permit Center 6300 Soufhcenfer 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. FILE COPY 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. Z rz Ce ~ W 0 0 N � J F w 2 J j � Z tL O uj G 2 U 0 — 0 1— W U r - U. O t o U O NO MANUFACTURER FRAME MATERIAL MODEL # AREA 6 45'' dv «r -pc wit, c9' 4%4 • , ♦ , 3 • -1(-" . -1C- -- f &2 o,c 6, 60 i 1 -fi— -- ;---- 6•o� , 1 / , -*/(--- 4-- ,-.6 Ire X 40 . * r:2 e / ,____ -(,_ go. r i 1 _ < <.___ —. r— 8Z 4o N A. , - 50 7. 5 1 - .-er..— 1/o 6o -A . 50 2 0 / --ft— . -- 0'0 ..o ,c 3 v - 5 1 1. HEAT SOURCE: c TOTAL GLAZING AREA 1 cf . OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 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) WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH S.F. - TS BY TYP TOTAL CONDITIONED FLOOR AREA (gas, oil, propane, heat pump, electric) TOTAL GLAZING AREA 4 ') (add entire column) S.F. x 100 = H -15 ACTIVITY #: PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. ENRGYCOD.DOC 2 /13/97 z z w w 0 0 LU w J N U w o 2 u. El a Z 12 w o of w 0 wz v w 0 z 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. • HVAC'AFUE" Glazing inait. of floor U- value - Door U- value (R•value) Ceilings: 'with attics vaulted Walls: above grade below grade . Interior OR` . exterior Floor Slab od (grrade NR(vrnn nor 7/1.;147 • CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 16%0 0.70`:: 0.40 . (R -2.5) R - 30. OPT II 0 > .78 12 %' 0.65 0.40 , *(R -2.5), R -30 R =30.. R -15 R -15 R -10 R -19 R -1'0. OPT III OPT IV 0 >'.88 21% 0.75 0.40 (R -2 :5) R -30 R =30 Approved by: > .78 21% 0.65 0:40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 • < two stories The " >" symbol means more than or equal to; "s' means Tess than or equal to. Glazing trade -offs may be made if the Option U -value requirement is not exceeded. ❑ YES ❑ NO OPT V 0 >.74 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R;1.0 R-19 R -,10 Option OPT VI* 0 ›'.78 25 %' 0:50 0.40 (R -2;5) R-38: R-30 R -19 R -19 R -1,0: R -25' ' R -1�0 PLAN REVIEW (for official use only) may be a better Selected Option is appropriate for this dwelling design. choice. Notes: OPT VII* 0 >.78 30 %. 0.45:" 0.40 (R -2.5) R -30 R -30 R -19 R -19` R -10� R -2 R -10 Date: Glazirig`maz:• :;' • %:of'f/oor U-tiaicle Doar?U =value = ` • (R- value) Ceilings( '. w ith attics,:: • ':va Walls:` " abovegrade, below grade . ;..Interior :r' axterlor Floor- , '' > Slab oti".grade HEAT SOURCE: ELECTRIC (except heat pumps) OPTI 0 R -38 R -30': E Z GYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I 0`46 0.40' :(R- 2.5) * ., R -21 R -21 R- 10 ...: R -30 • 0 OPT II 12 12 °6 15% :18% 21 %: 0.43 '0:40 0.40' 0.39 • 0.36 0.20. 0.40. - O.20 0.20 0.20 (R -5) (R -2.5) :. (R -6):. (R -5) (R:5). R -38 R -30 OPT III 0 R -21 ••R -19 • R -21 R -21 • 9-21, .:' :R -19 R -21 R -21 R -10 R -1.0 • R -3Q R -30 ; R -30 R -30 R -10. Fi -10 R -10 R -10 ' 5 two stories R5 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 (torr official use only) Selected Option is appropriate for this dwelling design. choice. Notes: • Approved by: Date: • OPT IV 0 R -38 R -38•: - R -38 R -38 R -30 .R -30 R -30 R -30 ❑ YES ❑ NO OPT V 0 OPT VI 0 Option OPT VII* 0 • 25 %_ • : 0.35 • 0 R -38 R -30 • .11.19' R -21 R•30 '`. R -10. • OPT VIII* 0 30% 0.32 0.20 (R -5) R -38 R -30 R -19' R•21 R -10 may be abetter R -30 R -10 • z z ~ w re 2 6 00 W � � u- w N v O � o U O 0_ 1- w u- O z U 0 z pot-0 `Do t -333 a • d Intertek Testing Serviws 1 SER 1 RAPC? Example: WH XX GP 5/97 Other Spedal Markings: 1 Special bottom rail - add *Top' to above stony. 2. Fits lop stiles andfor rafts • add 'FS" to abdve stamp. 3. Etta wide bottom reit - example: 'r swim Rer S3Dd - Wd62:2I 03M 2002 tageiuw to gu G-P Gypsum Corporation 20 Minute Fire Rated Doors DileutralPressural Manufacturing lipacitkations November, 1997. REVISE-13: October 1948 Artr--110 nklia The top edge of the doors shaft be stamped minimum 3/4" (19 mm) high letters with at lest the following information: a. Identification of speccation - Le.. or. b. WH) registered manL c. Rating - i.e. d. Manufactildng date (rnafteVYea4 e. Manutiotureet 10 , A .J Int CT o't rt y v TOTAL P.03 RECEIVED CITY OF TUKWILA OCT 2 9 2002 - - - PERMIT CENTER 'SIMPSON' NOLDOWN STRAP PER PLAN OR MSTC40 MIN. EXTERIOR 5NEATNING PER PLAN 'SIMPSON NOLDOUJN PER PLAN BAR 10" O.C. 1-10RIZONTAL. COPYRIGHT 2001, SEGA ENGINEERS CRIPPLE WALL FRAMING AT FOUNDATION LONG CLASSIC HOMES SCALE: NONE FOSTER 1-1EIGITS, LOTS 1 - It 5" 2 CORRECTION LTR# 20" - SW- 2x STUD. USE (2) STUDS AT POLDOLUNS. 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCNEDULE. USE AT 60" 0.0. MIN. '4 BAR 16" 0.C. - VERITCAL 6' MAX ' BAR CONT. (TYP) SEGA Encrineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond. Washington 98010 (360) 886-1017 • FAX 886-1016 Dot- ot.6 T.:3Ekid I PPR T CL1PC7 .an ri rf icr r 4", o T ...•• Ca I SDDd - tipisv9 Pn8:0I Wc162:2T G3M 2002-02 -Ntif RECEIVED CM/ OF TUI-ON!Lik OCT 2 9 2002 O1 /30/OZ WED )5:28 FAX 18008633.108 TEST STANDARDS MAXIMUM FINISHED DOOR SIZES C'ORI; STILLS AND RAII.S MAXIMUM VOIDS ALLVWI•:I) I.ACLS 11 ARDWARI I ;r)GE SEALING SYSTEM W PATH I:RS I'R1P /GASKET MARKING • • u .• v .4 L V V a • u . • • v • • v .. V .. v .. • 3. • • .V V A. A. TABLE OF CONTENTS DRAWING INDEX 1'ICi( RF. I 1'1t►li1431 Banded Core FIGURE IA Rtluter:d Particleboard Core 1•IG1 11 Routcring D11111311 1.1(.111ttt• 111 Ruuttied Depth or Particleboard Ct"« 1 ;(it 131. IV Marking 1.1(.1 V width uI Stiles i•I <;t'itt:. \.! Moittsc Lock v v • V V • • v .. v . b 01/30/02 WED 15:28 FAX 18006637'1.08 PRE))DOR 4002 uv. ava••� 1 • vu Ul. �.7 a �u� • , .. .....• PREMDOR PAGF 1 1 2 5 b r 1 9 11! 11 12 1.1 Qlun,1 01/30/02 WED 10:28 FAX 18008637208 PRE)IDOR 1..11011.' C :anpar 1ndustrie•• 20 Mlnule• 1• ire Doors (Negative & Positive Pressure) I"tIe Nu. 491-6917 Neutral 1.'I c«ure: 013C 7.2 (1994) t I(. W(h) CAN'ULC•5104 I!uatus Lyrt"ur, :• (;FiC 7 -2 (19971 ill.. 10(e) V u Idt I' &' Vrv;•.alrc' Single Swing: L .TaN- 70 -Pncjp LIFn L14: ^F,prl Tn: P.. -1 (Z-.L.; 1 1 for ^rc ....11 1 1 Vuut.'. TEST STANDARDS MAXIMIPub FINISHED DOOR SL ILS Single Swing: 1'0" x 131x" fairs: 6'1)" x 7'0" 3'0" x 8'0" ()'I)" Z 7'U' VV .. , • V a -. Rcviccd• June 2. 2000 Manufacturing Spcc+t;catini Page 1ut .. ..,1. av ........,. 01/30/02 WED 15:28 FAX 18006637208 ('ttnpar Industries 20 Minute Fire Doors (Negative & Positive Pressure) F•tr No. 491 -(917 Maier inl Special particle hoard marked with C.tnpar industries Inc. Stamp (ties Figure IV) Minimum 'lhicknest 1 .483 in. • 0.005 in. (37.67 iron 0.13 min) M.txntwrn Nt +. ut 1'ieves• Four. tactury edge glued only Minimum Venatty. 32 IhT /lt' (512.6 kg /tit`) RQuti)le 1'rnfileg I)Inwnsintls (Kefcr to Figure 11) Width of Routing. Maximums 3.0625 in (78 Inn)) flepih tit Routing: Maximum 0.460 in. (11.7 nun) t+ ting.eroliletl flimensions (ltifcr to rigyre 1 an iA) Door Size 1-dyt: or ItuutniZ: to Top of Cote Minimum It 1 ,►f_; c of )t(+utinp to Bottom of Cove Minimum t :d C Stile - ;t. t't Cure lu ltoutertal (tiler Minimum _ t) 1•t 01 Ruining to Edge of Itt+utuc: Milumurn . — . ... • V • u ♦ • 11 • V ./ UV ..:J 1 V 'JV . . v .I. •• . • PREHDOR f1»ni CORE Standard Profile Commercial PruIilc Min. Standard tip to 8 (t. 0 In Over 6 ti. 8 in. (2032 nut) 7. SO in (63.5 mm) 4li75 in. (124min) 1.0 1n. (25 4 mm) 2.375 in (60 33 nun) Revised: lute 2. 2000 Manufacturing Specifications Page 2 62.;)(1 in (63.5 null) 4.875 in. (124 min) 1.0 in (25.4 nun 2.313 in. (5$.K mm) III rt1utu1C tip (p lir care minimum 718 in. (''2 2 ntnt) on all tire tluws with top double tall t.uuarut. 01/30/02 WED 15;28 FAX. 180080372088 PRDIDOR ('.utpar hldimrte s (1 Minute: tire: Doors (Negative & Positive Pressure) hie Ni e 49141 11 t4tniuuitn 1'htctatcs�: 1.)tutt w in. iV Di me 11•1 tint I Nolo mid 1:•nt t1 ( • 1.1 .. t 'aUtn it t.. Minimum Width •I.tIi Minimum Width Bottom 1\4tnlirttl)tt J.ut t (11.•e rout! Not ;thtllie.ieltle. IFIBEIMENOMMIMIMMIMMIP V• t U V 1♦ 4♦ • 1t, 1 1 V 4 4 V v_ STILES AND RAILS I.48; it. t 0.005 in. (37.67 nun 0.13 min) Kiln I)rird Clear HctnIF•ir or equivalent (bn»ywuuil allowed) Minimum Density 24 Ibsitt (385 kg /m) Finger joined SPF. St.. Figure V I ..l,ven ringer iointt, rnaroinuni 8 ft. length Ten finger tomb.. niaAitnuni 7 ft length After Tr tin 1.25 in. (32 mm) 1 i/1() in (17 S nun) Before 'Grim ( 483 in _ 0,005 in (37.417 n111) : V.1? nmt) Kiln Dried Cleat or Finger joined SPF. including tea'":wutwJ Minimum Density 24 lba11t" (385 kg /in') See Figure V Five tinier joints maxtmunt tic:orc Ti nit 1 25 in. (3.2 min) 2 yV in. (6: +.5 )run) ,..•_ Revved: .lung 2. 2000 Munutacturing Speviti'.1ttn?m Pace .3o 14 AIte:r 11 1111 0626 in 127 min) 2.125 M. 0•1 iurn) 1 • ihot1. Mat tau tmittutaotate! cult 1 25 in (32 ntin) hotlniu rani nr double 1 25 in (32 ntnt) bottom Lill Lose lay-up '.(tics and i it. :We hundei to the dour Lice. the: dolls race 1s handed lti the Core Vioc • 01/30/02 v v • 1 1 t�, • u .t 4 u w b 1 1 v k u t. to LP RED 13:20 FAX 18000037208 PREfDt1R Canp:►r industries 7.0 Minute Fire D trrs (Negative & Positive Pressure) lie No. 491.(i91 7 Jeutr4t Pressure Dv is The toitowinv. sue rnitkinwtlt dimensions and quantities ut voids allowed between the Cnte Colt: p u - 1 ;.. slilc..itit] r.l 1 1 it Joins with numtnal 1 /13 nt. (3 2 mm) t`4ce' a unt �t�itl 1IJi in (3 2 null) wide by 12 in. (305 min) long by core thickness lrctwet:n core. and sides of rails. i+ ,t rn. 11111nt void at 1/1b In. t1 G runt) wide along remaining length between core .ld in rails Nenc Voids cteattlr than 1116 in. (1.6 mm) between the stile and core at the latch eut•nut not I►crrnined. ,A tilts will: this type of void shall he rejected and is ineliriblc fur labelling l'n■IIive Pres.urr. Odors 1 l to Sole and Cote to Rail shi arc not permitted fur doors labelled to U13C: 7.2 0997) and l 1. In(l:) Lien 71. 'i• ?:pr.i Trl•P.,,-1 > ^t; • 1 1 -- MAXIMUM VOIDS ALLOWED Revised: June 2. 200G Manufacturing. Specifications Page 4 of 14 • RAilsw - 01/30/02 WED 15:29 FAX 18008637208 U v♦ - V £.. , , v V J V PRENDOR C;inll.rr Industries 20 Minute Fire Doors (Negative & Positive Pressure) File: Nee 491-60)7 F.J1;c 11.r dme Mil allowed tithe •, katls and Face to Core Pried VON !lifts: e:•ure• '1'wnpciaiuec. Ruh De:r0 \pph .Uiuli It :ete 25 - 30 minutes NSlc% G rua. CJ 10 mil. thickness na.7oPr•e — FACES ADHESIVES Revised: June 2. 2000 Manufacturing Specifications Page S ul 14 I I, vilhu lid U.1.25 in. - 0.015 in (' 2 min ir 0.38 t thick moulded hardboard mcerin ANSI /AJ-{A A115 J. • 1995, Cia' s 1. tempered requirement.. 11.B. Fuller XK -2859 /. 11 A. Fuller RI{ 8494 Duni.1 x (:;•'2360 [)111411 2424 Dural (i -2539 .National Swift and Cbenttcal .124006 KW( LOC with 3 5. 42.2100 cntnly t. National Casein 8580 (v•ith /without 13X -800 A.klitivc), 4420. 230. 1809. NC'• 256 or NC 490 Borden's Chemical 770, 597, i7N9x), 13 -$O0, 791, Wf3-955A ault WIJ- 9551 -V P1.ulklitl Internationat MultiOunrt W. 2100- V 1 V V V.. 1... '-'• V V r r.♦ • b • -' ■ AV •,rb r i . 4 �.:.r 01/30/02 WED 1.5:29 FAX 18008637208 PREMDOR ( a►►par Industries 20 Minute Fine Doors (Negative & Positive Pressure) Vile NO. 491-6917 • V V V Revised: June 2. 2000 Manufacturing. Specifuauons Pave 6 of 14 Listed 20 minute rated sinjle. point cylindrical latches. auttable for use m wood sold cote Jtrtrss fh:rtJh Listed 20 minute rated deadbults. suitable for use m wood solid cure doors Flower. Listed 2U minute rate! viewers. -tunable for use in wood solid cure door. Mct.tl htttaa: Mrtai ectr+.cs and Z- Astragal set is required for meeting edge of )rams F ►u.l►hr,tt. Surface mount or mortise manual llushhults un inactive dtiur Mrirt►.c 1.eta• Permitted only for Coiwur:cial Ptoti►e doors, to provide. a wide enough "stile' ter pieventing the mortise depth from intruding into the route puttiun ul the core tins; seciiun (sue T,rtrre VI) 1tctlui►c:►I foi di,t s conforming to (inc. 7 -2 (1997) and UL 10(c) i rr_n rn• G...J _ cry HARDWARE EDGE SEALING SYSTEM WEATHERSTRIP /CASKET r sj 2.bo0 4 used e r ^ A Listed intunicsccnt edge - scaling System OM! he applied w (tie door edges or the Ir:une rebate opcnii H► .►ce►'rtt.rnc.c with the intumescent manufacturer's listint and ingtallattutt instructions I'hc intumescent ,n.►terr :rl shot) al.,r he applied on the rnctzl edge lune side only) of the meto ip edges of pritrc. or a0. per tilt tnt in;titut :►rturer'■ Iistui►; dui When ntelal edges ate used 1.1•ted we rrtrc, v►,r r„ !psi:et materials suitable tot use on 20 minute rated 10.110t1 dut)rs may he used. 1 ni 'ti' r:,urt:,. rii,u.ri ;tl..uttahl) listed 5ltalt he ittsutllcd ni acuirtl:utec %stth the nianulacture►'s Ins( rt Ll n. fi V` 4 e s. 92Kr 1 1 . 4.1 ,4 4)4441%.• .• 01/30/02 WED 15:28 FAX 18008037208 PRE>DOR Canon' industries 2(1 Montle Fite Door. (Ner;:tti�c . P4.tuve Prescure) HL N. 141 (,917 MARKING 44.1 . 1 .• •♦ • v • Rcitcd• June 2. 20011 Mttnufacn,rrng Spec►t►c. w r)c Pit : 7 o f 14 I i he lop rail to thr unmaehint.•cl (itr duet shalt he stamped with a minimum of the following 1nlirrmat tor , t rnaututauurer'> panic h , ttccific.ttt. +n. name and raunK :,hull he ink stamped • Warnuck 1tc:rwy Cc(titicrtion Marl. (W11 XX Cart{rar) J date of menui;actulc it .t Iltal'F. tW11 XX) is not found on the tup sail vt the 1 111 . is i. not eligible hit a Inc laud. • in .tJJitivn. the lt►Ilvwtng tntormation Shull be St2111t7ed on the top rail 1)0ul, with a Jl?uhlc hrtctr►rn rail snail be marked to IruJrcatc .IZC CO bottom toll. Llur►ntt the narking, a tltta) tlw►hty wntrtil inspection should he eondutaett The width ut the snh.s Nhall he measured at the tots and bottom or the dour anct must nOt he less that inJlcated on p..ge ' . ttl FI1:ult: v. Tom- = 'l:1 -pcll I, fl . 7CJPr 1 Tr1 • P..:1 i7. z c I.. 1 1 - Drc g1004 • 01/30/02 WED 15:2A FAX 18008637208 PREXDOR 1-0101c1 ('inpar industries 20 Minute Fire f)t►ttts (Negative & Positive Pressure) rile No. 491 -6917 y -r -- 1- am••+- 'JIB' MAX. Tc]l l— ill — �t�l�P LIRE 1 04 : ?CPM rri • R,, ; i - prr� FIGURE 1 35' MAX 0 Rcvt et1 Jura: 2. ZuoU ivtanufactuc►ng Spc.clficattr,ns Page 8 of 14 .- Pnrticolbuor'd •tinutrd S[LtiOns 11 Pa-47.1,c4 - 01/30/02 WED 15:30 FAX 18008b.,, 208 Canpar Industries 20 Minute Fire Doors (Negative & Positive Pressure) File No. 491 -6417 .TAN-7' 1 -2M WED tl4: 79PN TD: F,,d Ga :k , 1 1 - PCCS PREMDOR FIGUKE IA l 4 peke um:dbooms C:or - t Wound 1 Sat.tiuns Rcviscd: June 2, 2000 Manufacturing Specifications I'agc 9of14 PPCIF : 1 0 01/30:02 WED 13 ;30 FAX 18008831208 PREMDOR . 81012 Canr:.lr Indtistrie. 20 Minute Fire Doors (Negative & Positive Prec ure) File No •1 7 Warnock. Hersey .T1;N - 7t - ,Dviii? Lgn n 1 ;tiPM Tn • Q”,, - zIrrc FIGURE Iv MARKING CERTIFIED LISTED 20 MIN. F.R. PARTICLE CORE SUITABLE FOR ROUTERING L AN PA.R INDUSTRIES rIAvt IN CANADA Revised. June 2. 2000 M:itluiacturiflg Specifications Page 12 ul il 01/30/02 WED 15:30 FAX 180081.1a 2OR Canpar Industries 20 MIMIte. Fire Doors (Negative ■St Positive Pressure) File Nu 401•6917 TrW-70-DWAD 1.tcrl rn.o,A _ or'f PRENDOR FIGURE V WIDTH OF STILES 0.6013" 0.686" _ - - G11013 Revised: June 2, 2000 Manufacturing Specification; Page 13 of 14 01/30/02 WED I5:30 FAX 18008. 208 PREXOOR Canpar Indust:les 20 Minute Fire bows (Negative do Positive Pressure) File No. 491 -69t7 A ' Max 1' = aux. 4 3 /4• C _ (0L d 3/4' U WLL 1 1/4 Two liolM rot lack sot Musl be equal e— 1/16' ,TON -30 -2002 WED @'1: 40Ph1 ID :Bud Ga s k i 1 l - PCCS FIGURE VI MORTISE LOCK Shall net warted width at fork cane by ware than 1/11 9hotl not earned 44Pt1 of r4Drtioe Jock east by snore thaw 3 /0• Pertiatebosrd 9ltall not rutted Might at lack case by Wary than 1 / 2 ' ( 1/4' each end ) • Reviscdd' June 2. 2000 Manufacturing Specification Page 14 of 14 P&tF•I- October 3, 2002 Charles Prib 14205 SE 255th Place Kent, WA 98042 Dear Permit Holder: Sincerely, Stefanie Spencer Permit Technician Xc: Permit File No. 001 -060 Bob Benedicto, Building Official City of Tuktvila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. 001 -060 4835 South 145th Street 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: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. 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 up 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 November 09, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Sent -by: Earth Consultants Subject: Dear Mr. Pulley: Sincerely, April 18, 2002 E -9920 Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley 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. EARTH CONSULTANTS, INC. 10 '1 WI o Lot 9 1805 . 136th Place N E . Shire 201 . Regime, 'W'ashington 9�0 Bellevue (4 ?5) €.43 -3760 FAX (425) 146.0860 Tot: Free (838) 739'6670 Raymond A. Cogias, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen Vapor Barrier Building Stab -On -Grade Foster Heights Subdivision Tukwila, Washington 425 746 0800; 04/18/02 11 :52AM;7etfmx #8; Page 2/2 EXPIRES /7111 it Earth Consultants Inc. 1 b.. 011.1 10 fit !d 1 ' ) IJIU I r . 1try 4.1y(I4It S !a 1vIrt HI N k ■:ha. I o�(o2. April 18, 2002 E -9920 Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley Subject: Dear Mr. Pulley: 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 Rhea -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. 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 EXPIRES '7 /21/ 'Loot. Earth Consultants Inc. Centrrhniril Engineers. Geologists & Environmental Scientists DC'( C 5 � i) C I 1 ? �� 1701 -- C. �; �,�I � i C•'; 00 I - 3?) 00 -Or() DC:1 _ C i ' l> c I - 3'3 i , , DC: i� - , 02 tlC1 - 33`1 116 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 Copies Date Descri • tion 2 4/18/02 Vapor Building Letter _ Letter of Transmittah 1624 Pioneer Street APR 2 3 2601 TO: Long Classic Homes OEV j Enumclaw, Washington 98022 ATTENTION: Mr. Doug Pulley WE ARE SENDING YOU: 0 Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results ® Per Your Request ❑ THESE ARE TRANSMITTED FOR YOUR: ® Information ❑ Files ® Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑_ REMARKS: If you have any questions please call our office. cc: 1. City of Tukwila 2. 3. 4. DATE: April 18, 2002 JOB NO.: E -9920 PROJECT: Foster Heights Subdivision ATTN. Mr. Dave Larson ATTN. ATTN. ATTN. Earth ion ultants Inc. l:eotechnicaI GnyAnecrs,Geotogists& fn 1ronmenad Scientists 1805 - 136 Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 Toll Free: 1 -888- 739 -6670 BY Keri Bate Thank you! t� 0 U W w J CO EL, w 15 U D Za w U� o D (31- w u. O w U 0 z DEC.11.2001 11:50AM •pailou /pdwad aJe eq P( .' a con s%moo stc puoo aW ui ovamp vamp Atm p c oy OP)* paged V is PIMA A � I ua ueIIBNeage s1141 to cllnee.0&{1, 'wage posg suclovAeozo gaso113Z 01 put: 8upool oW /quo No/vow* sey poUOIsropu ayl. IQ/ bit z �.+ WOL0YWi1NOQ1:10ti3NMO 1rerve'1'r'+'e-L NOLLM001103rOdd 0 2 6 -iw wmorr,airBwyNioanotid g # —47 'ON 1.03rokid / 0 •t27 03A113S90 &W0 LONG CLASSIC HOMES adru.VNale draw_ ., .....+ • r10 up • — �3 011ON SINI A9 CaWACO SNOSSIV3 !!O SL1NU.00-4 dQ NOI1d1110S3C NOI1YA1:19S8O NOLLYAVOX3 JN11OOd WfaN1UOW911 OLA96t1(i9) o+d 11 0980•r►1 XMd pi1,m9 (sbiewboa 5 0.�A6 IliVervattee ►c2 "3N0.2Idwet• auv s aCO2P1:0 I SMaisaleaftaaaKX0 '3 sweijnsuo3 upea ( MICA 04.1i C71, r NO.291 P.3/4 S)IHWd3H slueltnsuo0 u;.4e3 :/q ;ups M... _. ••• • Ail.S 0 0 # a°7 GiGAtl3960 SNOWCNOO SONLI,00d DEC.11.2001 11:50AM •pailou /pdwad aJe eq P( .' a con s%moo stc puoo aW ui ovamp vamp Atm p c oy OP)* paged V is PIMA A � I ua ueIIBNeage s1141 to cllnee.0&{1, 'wage posg suclovAeozo gaso113Z 01 put: 8upool oW /quo No/vow* sey poUOIsropu ayl. IQ/ bit z �.+ WOL0YWi1NOQ1:10ti3NMO 1rerve'1'r'+'e-L NOLLM001103rOdd 0 2 6 -iw wmorr,airBwyNioanotid g # —47 'ON 1.03rokid / 0 •t27 03A113S90 &W0 LONG CLASSIC HOMES adru.VNale draw_ ., .....+ • r10 up • — �3 011ON SINI A9 CaWACO SNOSSIV3 !!O SL1NU.00-4 dQ NOI1d1110S3C NOI1YA1:19S8O NOLLYAVOX3 JN11OOd WfaN1UOW911 OLA96t1(i9) o+d 11 0980•r►1 XMd pi1,m9 (sbiewboa 5 0.�A6 IliVervattee ►c2 "3N0.2Idwet• auv s aCO2P1:0 I SMaisaleaftaaaKX0 '3 sweijnsuo3 upea ( MICA 04.1i C71, r NO.291 P.3/4 S)IHWd3H slueltnsuo0 u;.4e3 :/q ;ups April 9, 2001 V.C. Prib 14205 SE 255th Place Kent, WA 98042 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -060 Foster Heights — Lot 9 Dear Mr. Prib: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messeneer service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01 -060 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206.431 -3665 PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 0000 Pre- construction ❑ On003 Investigation 0 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow-up ❑ 00007 Pre -Move inspection ❑ 00050 WSEC Residential ❑ 0(1060 -WA Ventifationilndoor AQC ❑ 1)01)70 NLIvA Inspection, Modular Sinuct ❑ 00071 vlobile Home fie Down Insp ❑ 0007 Marriage Lines ❑ (10(190 Rested 0095 l=ooting Drains 00100 Foundation Footings 00200 Foundation Walls ❑ 002511 Foundation Insulation ❑ 00300 Concrete Slah /Slah Insulation gr. 011350 Crawl Space •w 1)1)41)1) Shear Wall Nailing 4 0450 i'lywood Wall Sheathing �' 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑ 005511 ixterior Wall Sheathing ❑ 110600 lvlasonry Chimney 00610 Chimney Installation /A11 I'y pes 011701) Framing 011750 Roof /Ceiling Insulation 00131111 Floor Insulation 1M)801 Wall lnsutatton 111802 Exterior Roof Insulation 01181)3 (1118) 5 Glazing Inspection Lighting and Controls ❑ 01)91111 Suspended Ceiling 01001) Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre-Move Inspection (3 01 115 Motor Inspection ❑ 1)1120 Pre -Demo ❑ 01140 Pre- reroof ❑ 01400 Final -Fire l)I700 Final - Building ❑ 01900 Final- Reroof ❑ 03I00 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mont /Resist Colic Frame ❑ 04003 Special- ReinfSteel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -I tigh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Rcinf (iypsunt Concrete ❑ 041)1)8 Special- Insulating Conc Dill ❑ 04009 Special -Spray Fireproofing ❑ 0400) Special - Piling, Piers. Caissons ❑ 04011 Special- Shotcretc ❑ 114012 Special- Grading. Nxcav /Kilt ❑ 04013 Special- Retaining Wall ❑ 04014 Special-Panels ❑ 04015 Special -Smoke Control System )6 1- DL-� TENANT NAME: CONDITIONS 101)1 No changes to plans unless approved hy 1314 Div ❑ 11111(1 Special inspection required. notify 13)dg Div ❑❑ 1)1)1 0 1 012 Special inspector shall submit final signed report New ceiling grid & light fixture shall meet lateral bracing ❑ (11113 Partition walls attached to ceiling grid [] 0014 Readily accessible access to roof mounted equipment [3 0015 Engineered truss drawings & calcs shall he on site 0(116 Exposed insulation hacking material ./❑ nt)17 Suhgrade preparation including drainage. excavation ❑ 1)1)18 Statement from rooting contractor verifying lire retardant class of roof 0019 All construction to he done in conformance w /approved plans ❑ "No %lurk shall he dune in addition to those modifications..." 1)002 Plumbing permits shall he obtained through King Co ❑ 0(12 Structural observation shall be pro% tiled for this project ❑ Ot)21 All fl preparation establishments must have King Co ❑ 01122 .. Fire retardant treated wood shall have flame spread of 01)23 Notify 13uihlin f! 1)0i:that prior to placing any concrete ❑ 18124 All spray applied fireproofing shall he special inspected ❑ 0025 All good to remain in placed concrete shall he treated ❑ 0026 All structural masonry shall he special inspected 01137 Validity of Permit ❑ 0028 Rack storage requires separate permit 01)1)3 Electrical permits obtained through I. & 1 0030 No occupancy of building until final insp by Bldg Div ❑ 1)1)32 Remove all weed.. concrete. stone tiuindauuns. flat concrete ❑ 01)36 tilanufacturers installation instructions required on site ❑ "13111 maximum allowed per 1997 WA State Energy Code" ❑ 1)113' Contact I'W Div to obtain insp for water /sewer connect ❑ (11138 A C of() will he required for this permit 11039 Final approval tier all 'I'I w /in the limits oldie SC Nlall 11004 Ill mechanical work shall he under separate permit ❑ ()It40 All construction noise to be in compliance with 8.2 PAC ❑ 11041 Ventilation is required titr all new rooms & spaces 111105 ,\l1 permits. insp records & approved plans av: ilable ❑ 1)1)116 All structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plunking permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall he anchored to prevent flotation" ❑ 01)07 All structural welding shall he done hy VAl30 certified inspector ❑ 01108 All high - strength bolting shall be special inspected ❑ 011119 Bolts installed in concrete shall he special inspected ❑ 0(131 Comply with requirements ul 1'1C 16.04 ❑ 01)34 Removal of septic tanks require approval and compliance with King Cu I tealth Dept. ❑ "Obtain required inspections from appropriate eater & sewer districts ❑ "Furl horning appliances ❑ "Appliances. w generate.....' • "Water heater shall he anchored...." ❑ "Remo( Plan Reviewer: Keil-- Date: b Permit Tech: Oh Date: z t- • w BUILDING DIVISION REVIEW 6 D O 0 u,0 co W Date: April 3, 2091 co w Project Name: FOSTER HEIGHTS — LOT 9 w o Application #: DO1 -060 g u.¢ Plan Reviewer: Bob Benedicto cn v F w � III w Additional information is required. Please provide the following information and D a o - O H 1) Site Plan: Clarify the discharge point of the foundation drain. Show location. w 0 Also, show how surface drainage will be handled along the upslope side of the u. o house, and where the proposed discharge point will be. Note: The top of any z exterior foundation shall extend above the point of discharge, at the curb gutter, U N 12- inches plus 2% (of the distance to the discharge point). UBC 1806.5.5. o z details on the plans. Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 2) Foundation Plan: Show the interior drain to be provided beneath the basement floor and the location of the connection to the perimeter drain. Refer geotechnical evaluation by Geospectrum Consultants, Inc. dated February 10, 1998. 3) Foundation Plan: Provide a design for the foundation wall / retaining wall for the soil conditions and the grades proposed on this site. Note: The detail on sheet 10/10 limits the foundation design to a height of 3 -feet maximum, whereas the existing grades indicate that this wall may be retaining approximately 6 -feet of earth. 4) Foundation Plan: Provide foundation details for the continuous footing and isolated footings. Details should show minimum size recommended in the geotechnical evaluation by Geospectrum Consultants, Inc. In addition, provide a stepped footing detail with required reinforcement. Re: UBC 1806.4. • Page 1 5) Wall Section: Below grade concrete walls must be insulated on the exterior side to a minimum of R -10, or on the inside to a minimum of R -19. Show or otherwise note this requirement on the detail. End. • Page 2 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Forte/ Ne,i14.6Zot 9 Location: File #: c O/" ©6O Action: senia Date: 'j ' 0/ Reviewed By: (/2,90 90ei-fee-r (2) 433- PRIOR HISTORY AND CORRESPONDENCE . FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN OVERLAY PROGRAM MISC. STUDIES RFA W D 125 PW STANDARDS PRE -APP PROBLEM AREAS 1. q 46 Show 4 60Y. topt ,wide 2Merrle tt the u✓eJZ Side D ft) moit /ky r+� cina Ape . cJ 2. .5h as nm o. Inv it oa, 0 ,Glee Q,,ri. `i y , rrr, ti42. e&A & t oi ll b e Gor.i7ec)i' �v C vi l/ ,{�e.,ti ' b�¢oinz• ydK �° he�J �3 s c/ 3. Sing ,v 'r t s I44A 4e r N5I T/ v0 19ig0 o P rur..., ce, d &. 6;eotedvri /t' 1.414 o . elje S444/1.01sion, Lim, fropoita $,; 1 . fi e,01c124.4e.e. s-4421t '" at ele recomm lo*-•s �4 3//°//9 geoterip.ticaz„..&...9 f ti 6 ee (',2h_S S , Z ie. — refore ,' �•� . � � ' fy-eAPeid cc . Laf-e be 4. Y ciA/f 5* F (fraudio,4.01,, 14.2 f , etA-C1 .914.0.16 o cd ress /0 ot..,c/ 4c14424-pfrecoewn ot.s .P. .3.,,. sec 4196,7' s e vtiza � Gam cD, e2s Va. part/ e,P4)/e.8 Aril e47 L.4 . .5 60,6101001k ✓ o� (CAI ey42'd ?, hOLJ %tha444111171eS s // � G K �'� y� W alliti.. 44 . CIP MAINTENANCE NEEDS VAL -VUE ACTIVITY NUMBER D01 - 060 DATE: 07 - - PROJECT NAME: FOSTER HEIGHTS - LOT 9 SITE ADDRESS: 4835 SOUTH 145 STREET SUITE NO: Original Plan Submittal X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Buil g Division EII (5-10-01 Public W rks It/ 4 .414.2C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) •PwKnun ax Fire Prevention Structural Incomplete C C C Response to Incomplete Letter # Planning Division Permit Coordinator No further Review Required DUE DATE 08-21 -01 DUE DATE n DUE DATE: 07-24 -01 Not Applicable LI DATE: Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -060 PROJECT NAME: FOSTER HEIGHTS SITE ADDRESS: 56 S (LOT 9) Original Plan Submittal Response to Correction Letter It DEPARTMENTS: tota,o ing Divisi dr' Public W «rks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: i 0V CORRECTION DETERMINATION: Approved n ' nm tXX• 5rri PLAN REVIEW /ROUTING SLIP r,. Fire Prevention Ala.. 3-0 Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIAL Approved with Conditions G c C 0 REVIEWER'S INITIALS: DATE: 03 -06 -01 SUITE NO: Response to Incomplete Letter it Revision r After Permit Is Issued Planning Division Or //-0 Permit Coordinator DUE DATE: 03--08-01 Not Applicable LI No further Review Required n DATE: DUE DATE 04 -05-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Jew r ACTIVITY NUMBER D01 -060 DATE: 07 -19 -01 PROJECT NAME: FOSTER HEIGHTS - LOT 9 SITE ADDRESS: 4835 SOUTH 145 STREET SUITE NO: Original Plan Submittal X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/TMURS ROUTIN Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n V`RRI H�II PLAN REVIEW /ROUTING SLIP Structural Rev Fire Prevention Structural Incomplete LI C C REVIEWER'S INITIALS: Response to Incomplete Letter # DATE: Planning Division Permit Coordinator DUE DATE 08 -21-01 C DUE DATE: 07 -24-01 Not Applicable ri equired C No further Review Required n DATE: ✓ 7 24-Z 3o( Not Approved (attach comments) n DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -060 DATE: 07 -19 -01 PROJECT NAME: FOSTER HEIGHTS - LOT 9 SITE ADDRESS: 4835 SOUTH 145 STREET SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: mellimmy . I'INI11i11 fu K' srl PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete I Stru , ral Review Required APPROVALS OR CORRECTIONS: (ten days) Planning Division Permit Coordinator DUE DATE 08-21 -01 C C DUE DATE: 07-24-01 Not Applicable No further Review Required n DATE: 7`2 --Of Approved ri Approv • with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: , J DATE: g/ /01 1 CORRECTION DETERMINATION: DUE DATE Approved Lil Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -060 DATE: 03 -06 -01 PROJECT NAME: FOSTER HEIGHTS SITE ADDRESS: 56 S (LOT 9) SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter it Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: V e,, APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved vx RUUR Ixx vr1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete r, Approved wit ditiens ( I Approved with Conditions n n C REVIEWER'S INITIALS: Planning Division Permit Coordinator n C DUE DATE: 03--08 -01 Not Applicable ri No further RevievyRegiired I I DATE: DUE DATE 04-05 -01 Not Approved (attach comments) DATE: .4 / zoo/ DUE DATE Not Approved (attach comments) DATE: 1 z re w qq � J U O 0 CO 0 W = h uJ 0 2 �a uw sas zjE 2 • o O O H- w h u' z U= 0 z DEPARTMENTS: Building Division Public Works Complete E Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -060 DATE: 03 -06 -01 PROJECT NAME: FOSTER HEIGHTS SITE ADDRESS: 56 S (LOT 9) SUITE NO: Original Plan Submittal Response to Incomplete Letter ti Response to Correction Letter # Revision if After Permit Is Issued C n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Re Required 15 4frAl APPROVALS OR CORRECTIONS: (ten days) n n Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: r'A DUE DATE 04 -05-01 Not Approved (attach comments) C DUE DATE: 03--08-01 Not Applicable n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -060 DATE: 03 -06 -01 PROJECT NAME: FOSTER HEIGHTS SITE ADDRESS: 56 S (LOT 9) SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter it Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route C REVIEWER'S INITIALS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Fr Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: C C Planning Division Permit Coordinator n DUE DATE: 03- -08 -01 Not Applicable No further Review Required DATE: 3` '(D DUE DATE 04 -05-01 Not Approved (attach comments) DATE: 3 1Z 1 10 1 n NW. .sr AIME DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER: D01 -060 DATE: 03 -06 -01 PROJECT NAME: FOSTER HEIGHTS SITE ADDRESS: 56 S (LOT 9) SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUT! Please Route PLAN REVIEW /ROUTING SLIP C REVIEWER'S INITIA,j.. Incomplete PI APPROVALS OR CORRECTIONS: (ten days) Structural Review Required Fi No further Review Required Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved V'YktKJI I IX I(" s�. W Fire Prevention Structural Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 03-08-01 Not Applicable DATE: o 3 -0 4- --off DUE DATE 04 -05-01 Not Approved (attach comments) DATE: 4. C n DUE DATE Not Approved (attach c mments) n DATE: , !A PUIBLIC, Y oR - Revision submittals must be submitted in person at the Permit Center. Revisions wi!! not be accepted through the mail, fax, etc. Date: 0 .9/a / d Plan Check/Permit Number: loo/ - d o Q O Response to Incomplete Letter # O Response to Correction Letter # [2] Revision # after Permit is Issued Project Name: Fe's Project Address: x/83 S S / .S / 4 Contact Person: 1��“ ,9 //c v Summary of Revision: ` �O io (o&r t � v�.�) City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 4 /ter n iK 5 N. 1 N L / • t 4 s7 /0v.41 Phone Number: • i1 S • c 3 i et ier V ©'t � �� f -C /3 LLAl4 00"... f c� - __.... -r �,�� s ter` i r` --rK 1 ✓ Sheet Number(s): ir,11 t- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: O Entered in Sierra on RECEIVED t ITY OF TUKWILA 08/30/00 1 CENTER REVISION SUBMITTAL Revision submittals Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: DO 1 -060 O Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # after Permit is Issued Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 FOSTER HEIGHTS — LOT 9 i3j a V.C. Prib Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on / e y Phone Number: CtT 'jU 1 9 v .. PERMIT CE, .. C 04/09/01 20010803000206 Return Address CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433-1800 Address 20010803 TUK ILA CIT( 081 3/2011 00:18 KIN C UN Y, WA CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Document Title(s). (ithItagGROUNDtN6 AwGR EEMENT• WAIVER TO UNp • agalgo44. NCE Q31.16/ ! Q)4 FOR FUMES_ uNDERfikotAN Ih1 Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: �i, LOF 5WTT Last First Initial R R In Company Name (if bu mess) 222C• Sectible. LOA 9512_1_ City State Zip Legal Description: A LA 1 " ri �1 16 O f FQ 'e( Net • 4I 0 1.2000 -026 r[d j l� 6 - • 7 Assessor's Property Tax Parcel/Account Number(s): 261000.0010 261000 -0020 I��.• -�►.: 61000 - r I -0050 ��� -��.� •, r,•• O .. t88 • to i. • • . , . ....g in. • '• t • -0 i 11 D 1- 6*o Lot No. Tax Parcel No. Address 1 26 - DD ID 1/$ .' . 1 L16 S( 2 20 i Dvb - ODZo 4 -$20 .5 116 5t✓ 3 Z.(o ( Doo - 0030 -Stv S . 14-60 St 4 Zt,t Oco - 0040 I4-5ZD 4 1 fl -U s S 2(o( (7Dt7� - L�SD 14 4i ,4 S 6 Z(o( Dta - oot'cG I009 'S 115 f., 7 2(n/ obU - Cb70 415 s 145 8 [o1 DOD - DoBO 9e25 5 NS `.L 9 2(0 I DC0- 0090 '1835 S 14-5 10 210l ood- Dloa 1 q1C 5 1145 SE; 11 /LW O00 - 0110 1 5 RS f:. 12 26,I600- 0120 183o 5 I4s 13 Z(o 00D -OI30 1 'b2p 5 1 c .t 14 2(,I Cobb - 01 1$12 s. Iis 51 15 ZGI ObI) - 0150 113069 5 115 '5L' 16 16Io00. D1b0 1502 5 145 St UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNi)ING ORDINANCE OBLIGATION FOR hU'I'URE 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 ,4L01JG 5. 1+(3{h `i•TREET - 5E5 RrrflCNM A, in compliance with the requirements of Ordinance No 1607 the property owner of this single-family development has demonstrated applteatiun of the Underground Ordinance will create undue hardship if carried out as part of the development The Owner is obligated to patttcipatc in funding future undergroundrng improvements for their proportionate share o' said undeigiounding fronting their property lkurthernwte, rf the L 1 D /U L 1 1) process is used to carry out the construction of this undei grounding, the Owner waives the right to plates( L 1 1) or U 1. i 1) formation for this undei grounding Owner retains the right to contest the method of calculating assessments in such L 1 D and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such 1. 1 1) `1'his Agreement shall be recorded by the City Ctetk with the King County Auditor as required by Chapter 35 91 RCW and the cost of said recording will be paid by the City This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors This Agreement runs with the land z w 0 co w o u . S i a I O w ✓ 0 O w w U. a w z r, 0 APPLICANT: Applicant (Signature) s� d am - w, c / Date 2h -(St.- 7 7�� Applicant (Print Nanie) Phone e--- L 2-2-6 E"///e, 1?' �p f/t j� �°a -Inc - 9 K Street Address City, State, Zip STATE OF WASHINGTON County of k(KCI On this day personally appeared before me -..&H (Aii KIU , to be known to be the individuals) described in and who executed the within and foregoing mstniment, and acknowledged tha is she /they signed the same a ;( ter /their free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this 1 Z 4.4- day of I Vow 111111 /iii 0 04 0•1 N c aNCITAfii. r i . " 7' �. �. 11 -4? '°( a t.IC I ': , J*• —a ny o CITY OP TUKWILA ) ss ` t om- (( Signature Punt Nanie NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT My commisst n expires S- t 5- 2 nal oo u he Works Director Date 1 3 , q.! 1 11, r 2 i 1 , Po t: ; .11 c. 440 C .... - ...... C.2ti• 11 I . .... • .1 ;fah otfle 1. - - • J_ : 11 3 0311 U01 •-- 8 aA Y 1S19 -o- . 3Av ifatp . . ' • ) • ) .1 49 • no. , . - " • - -1 onfl 9 • — PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): fGO /4•0 & ... . -Owner-Information :' : " • " Agent/Contact Person: Name: O1jl�' GG°i S c � ©J Name: l/" G% f / C SS 0 ek 1- ,i6 ❑ Short Subdivision X Other Address: Z /O4) F. jZ Si; 4ddress :14226 one: 2c.- Plat l -� Lc, Phone: 360,6e1- /8 Th s certificate is for the purposes of: Residential Building Permit ❑ Preliminary ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and meter size(s): l Vehicular distance from nearest hydrant to the closest point of structure f " Area is served by (Water utility district): Owner /Agent Sign tune: �--- Date: , Z. CITY OF - UKWILA Permit Center 6300 Southcenter Boulevard, Suh 9 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: H-lla (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within ra LA.-) t C- " (City /County) Agency /Phone WTRAVAIL.DOC 6/5/96 The improvements required to upgrade the water system tc 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 _ Bas d upon the improvements listed above, water can be provided and will be av liable at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. A• enc /Phone ,11-1 - B / Date PART C: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to 62 above) (Use separate sheet if more room is needed) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. .� Date Part A: (To Be Completed by Applicant) Purpose of Certificate: p7 B, 11 Building Permit ❑ Preliminary Plat or F-JD ' Other ��_�� ❑ Short Subdivision ❑ Rezone S � 7 y` J- �� 6 ` ' Proposed Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: I ic/c e6Ass,c A/P /yy S - Phone: 360 - 90z- /9 8 Z_ Property Address or Approximate Location: / 8 • • -- - - _ Legal Description(Attach Map and Legal Description if nt'essary): Le*/ ` '� r PA24 1 2244 4 Part B: (To Be Completed by Sewer Agency) 1. 60 a. Sewer Service will be provided by side sewer connection only to an existing a size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sower system Improvement is in contort ance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system Improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessar, to provide service. 4. Service Is subject to the following: co ection: a. District Connection Charges due prior to GFC: $ 85 _ SFC: $ 7;. ce UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required • ❑ May be Required c. Other: L » WORK!NG TOWARD A BET /'ER ENVIRONMENTI 1 SEWER DISTRICT 1 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 H'll CERTIFICATE OF SEWER AV LABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year frt6r� the date of sign ure. /t / / F/(2 Title Date STATE OF WASHINGTON MASTER IICENSE SERVICE' REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION LONG CLASSIC HOMES, LTD. 1624 PIONEER ST ENUMCLAW WA 98022 • r • DOMESTIC PROFIT CORPORATION] RENEWED BY AUTHORITY OF SECRETARY OF STATE REGISTERED TRADE NAMES: JML HOMES INC. LONG CLASSIC HOMES UNIFIED BUSINESS ID #: BUSINESS ID #: • EXPIRES : 601 452 810 001 03 -31 -2002 REGISTERED AS PROVIDED BY LAW Al CONST CONT GENERAL I REGIST. # EXP. DATE CCO1 LONGCHL05409 10/15/2001 EFFECTIVE DATE 09/29/1995 LONG CLASSIC HOMES LTD 1624 PIONEER STREET ENUMCLAW WA 98022 Signature t' ' - -7 Issued by DEPARTMENT OF LAB ND S TRIES c.. r i P i The above entity has been issued the business registrations or licenses listed • DEPARTMENT OF UCENSNG, BUSINESS S PROf WICKS OM51Ot:. L .. K Po: BOX 9034 - aYMelP w ► r-90u,'t3ebfae4,1400E ^ ;=1rz„s. r ^ ^^ s.ra x1,4 0000554 AI NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. X Q k- O(oG FILE COPY t understand that the Plan Check approvals are a sub ct to errors and plans does not authorize the violation of array adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit No. SEPARATE PERMIT Rr - 'WIRED FOR: Di "ifCHAN ►CAL ECTRICAL ( JMBlNG AS PIPING 1 CITY OF TUKWILA BUILDING DIVISION * . `` I d- ! \ ti 4 r � - � �4�5�► t ��� � \ j . ( 37- juillt.0011),-::::;,;ttis.4.— P3- 1 '+ C /ryROr C 7• U WILA PER �� .. 101 470 • • • A.e. sf '44 . kt l(A If Z9 - .0 0 • - wor ■ ) ■no• •••• ■ow. t •••••••■•••••■ ow' , C; 0 1 ow ■• 6 44- :oko : " :1 • Ow, r\ ' 1 0 A I 47C 1.• • k. • .........3.31.3 isark • or* if — air ..rrmir.rr..r.4k*rorrrsrrr ; 0. 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" =7=7 r+7 j lVV P ; .69 '' 4 N21 11.4.0.r 7777\ - • \ , ,-' • , . „I D D(- 0 0 1 - • xas.' 6 j 4Mf _ • — - • Eir_aain 14 ite vit:o VOr. - • - • - ..•• • , v-.......0.....,.......6 ' ...se...4 .a. ye- ,,...., .... Ai • le• - _ - '4 . :• ) e - • RECENE0', CITY . OF -1 1.11.0Ntk.A • PERI■AIT-0O311ER , 1,6.4 1 5kr,fi .() FT it-- :61 rkz;Trr: • II-4 - 1Z63 2,11 ii--14) 1,6-n o ti [ p IL; L. P5L1 xvir,..)1H-4 p5z ) r)/e) ‘4(.1 rgtz 4"2"" C.4r1.4. el v 1 .1 1-4-- / 1 tr-ri trr CRAWLSPACE VENTILATION MIN NET AREA 1 sq. FT FOR EACH 150 SQ FT OF FLOOR AREA, OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL OD SHALL PROVIDE CROSS VENTILATION. ON AT LEAST TWO OPPOSITE SIDES, UBC SEC 2313.7. CRAWLSPACE UNOBSTRUCTED ACCESS MIN 18" X 24" UBC SEC ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF HALF IS - IN SOFFIT AND HALF IS 3' ABOVE PLATE LINE UBC SEC, 1505.3, ATTIC ACCESS MIN 22"X 30" WITH MIN 30" HEADROOM UNOBSTRUCTED ACCESSIBLE OPENING UBC SEC 1505.1. IN ROOMS NOT PROVIDED WITH OPERABLE WINDOWS OF 1/20 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 A ND BASEMENT SUPPORTS TO BE 1 HIk TYPE "X" OR EQUAL GYPSUM WALL BOARD. EGRESS IN EVERY SLEEPING RO OPENING OF 5.7 SQ.FT.„'THE MI SHALL BE 24" MIN NET CLEA BOTTOM OF OPENING SHALL NO FLOOR, FIREPLACE CODE COMPLIANCE PER UBC CHAPTER 31B AND LOCAL BLDG DEPARTMENTS ALSOREBAR AS PER UBC SEC. 3102. HEARTH DIMENSIONS - HEARTH SHALL EXTEND MIN 16" FROM THE FRONT, AND 8" MIN BEYONDE H SIDE OF THE( PIKEPI-AcE E OPENING IS 6 stl.FT. OR S HALL BE '20q' IN FRONT AND ONCRETE OR MASONRY MUST MING. N AND VAPOR BARRIER SHALL ff ENERCiy CODE. OPENING, WHERE THE FIREPLA LARGER THE HEARTH EX1'ENSI 12" TO EACH SIDE OF OPENING. ' NOT BE SUPPORTED ON WOOD F APPL AND INSTAL. OF INSULATZ COMPLY WITH 1904 STATE OF W4' GLAZING IN COMPLIANCE wrrti SC 2406 UBC STD NO 24:2 AN WASH STATE SAFETY LASS LAW EXcEPTI0NS ARE OUTLINED IN IN SEC 2406 UBC. GLAZING AND LOCATION SUB3ECTTO HUMAN /14PA CT, SUCH AS GLASS ON DOORS/ GLAZING 12" ON EITHER SIDE OF A 1 , D oft OPENING, GLAZING CLOSE THAN 18" TO A FLOOR OF si 40 W ER DOOR AND I e TUB , _ CLOSURE SHALL BE EITHER ' TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT. PLASTIC, OR WIRE REINFORCED GLASS , FOR 1 . SLIDING 'GLASS DOORS GI-Azttig, TO BE LAMINATED OR TEMPERED GLASS. SHOWER ENCLOSURES SHALL BE APPROVED WIRE ReiNroceo, . TEMPERED OR LAMINATED SAFTY OR SHAtTER RESISTANT . PLASTIC SEC 2406 UBC. SHALL HAVE A MIN NET CLEAR NET CLEAR OPENING HEIGHT PENING WIDTH. DIM. 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O fT1 Al t 1 ( 1 In (f; r t ) k 1 in (.) . l i' (nom _t t 7- t T1 R1rt1 :: 3) J_ rtt () 9 _ _ (1 Al 1 1` i<-- T: rtt ri i r- '`;:, 41,,,,-11-7' (''.i t: L � (P v 11:,6._,... r- (D i ll , : j> (1> (.177...:‘, 1i - - (3 21 -+ t I1 1 = Z 1:. U) t 1 ►� �, IT T u + _ t1 0 9 l) () c _.. 1 111 uq 155UE FOR FERMI' MK 'MNIMUM SETI-IINCL- (1) E 1 N4.ILINCI (!) S L L FLAT N41LING ANC-HC BOLT.i• (3) . t.' , "E -, :: - 14 ,,- - b> M'N. 3 / 5 " T1-11 CR 05E3 1/2. C.:iDX. CR CSB bd e 6 0.C. " Ed 6 3" OC. 16d e S" C.:.0 N i A a .....,', 5 4," ” /i," 41I.2'' 0.r. Call : 450 PLF a..E 3x STUDS 6 ABU'T:N6 PANEL ' 4 STAGER EDGE N.4LIN:"1 2x VT- PLCCK.' ti4:L TO TR.5.5 F / ,/ ,/ "sx TCP PLATE -6=t 4 _ FE PLAN :R S.7.--E7'.:LE. t • 6" S'Y'Ar-r TYP',Ci RC'T FR-7 r 5-- S-FA PF-R P__AN OR SCHEDULE 5I-4EAT;-+I' NAIING PER FLAN CR SCHELTI_LE 'Sr -;0 FF_R PLAN 12 CONTINUOUS FTG. REINFORCEMENT N .4a. —'!!! / 6 4 OC. [ 3 /4 r 5! / , S'Et ' 7 4N.C.4^R ■ FRMN 4T :\TER OR 'S-E,AR JALL THICKENED 5L4E3 FOUNDATION 520) 2 1 MAX. L '2" MIN. $TEFFED FOOTING DETAIL F=R r JC:ST FE R FLAN I , TJ P' SILL ANCI-OF E.CLT FE F\I CR SC,r4E.7:LILE.. iSE 5 /8' t 6 &C 0.C. 0 2. RAR 6 2 4 ET -'-* NL PER Lt j T JCI5T PER FLAN -// IRA'S; E-NG • by ;. SLEA:tit,S t PER PAL AN CR U.ALL SC-EDLILE. ELCSKING 4 Go. - , 6 , SLEE rE .1 7 ENC.' •6:4MPSO•I` 43; 32` ! DEL 2x TCP FLA' LAP SPL:r= 6 e„ m;si N4;_ RCO FR20:-ING e GABLE EN SOLE YE N4. 1 „r— t . ), j I , / 5EcTICN IC FOUNDATION PENETR470N 520) , " SUBFLOOF FLOOR FRAMING e CANT. JC:5T ELEVAT'ON \_11E.5 ST'FE,ER REC.2D \ 2x FR-'..' WALL (BEAM 6 5iMI EY OR 9LTiNG mER F_M C ... -\\ eci • 4" C 7i ?-1 1 / 7 '' 4 2.4*Er- - -ZAT1 • TR.-35 CR RTER PE.R 5 /8'. 0 x E LA1.s" eCLT 6 2 C.C. \ ..0I5" PER AN 2 " SHE !NG 2x P LE GE w; (2' RCJ-'S I6d 6 a'' CO. C 520,i N N LOilfER ROOF e 54-:E4 F iALL 'EMPSCN JCR LL1 TYPE HANGER FRX1NC...: C.- 6 DECK i;4R LU4L OrLE 1 ' il 77 BLCC.( I / / ST:r PER i jCI5T •j ST PER 2x FRAME: ',JAL._ (BE.m 6 e, NOT 1 / ALL WALLS DESIGNATED" " ARE Si WALLS. EXTERIOR WALLS SHALL BE 5HEA RATED 5HEATHINC.; (2410' C5B OR C.,'DX) 4N-0 NA'LED AT ALL PANEL EDGES (BLOCKED PER '5C NAI,LNG INTERMEDIATE FRAMING TO BE AT 12" CC. NALING NOT CALLED OUT SHALL BE PER UCB 'ABLE 23 2) I-IOLDOWNS AND OTHER FRAMINC:1-iARDWARE ST SIMPSON STRCNG TIE CR EOUV4LENT TC BE LSED PER F'LAN. ENDS OF SPEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE t O ilik; ;2' COLTS PER 'SILL PIECE W1N ONE BOLT LOCATED NOT MCRE Thi.AN 12" NOR LESS TI 5" FROM EC; END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE WASHES TO BE MINIML3 2" x 2" x 346". DO(-0(.a - 5 fiFicitT PEF * BAR CCNTINUCAS: (7"P TCP t - '5 PER PLAN 6 I Swir4T- \IG 1 , 44 7 ..! , .:5 =ER EPt.E TC •Ct% -17 .5ER CR t-. 2/ 5%7; F'FR F_LN i . (eE.e.--- AT SCIE F ATI-. NiAiL 46d 1 r RIP' JOAST 3, 'Nf mc \ ' ' /-! L \ \_2x PT 5 L.. CLT AN" 4 _ FOLNDL 4T ;4_Al.:1 ON GRADE E.7 PER riF`SAi F! CONNEC 2x • - OF 7LLTE. L LC ..i 6 •IIN 1 N,AiL 6 STAGGERED .",x STU= F=ER • N. 'USE E. € 5' AB O D:= PER FLAN CR =‘,CHE.".":-UI ' V ; 7 N `_.'.-RA PLAN C /ER b MIL ,i.:„Fc, ,•, . R CON" , PERMIT rOP"T"RIGI 242)00 SEGA. ENSINEECE; :) ‘r) r r: 52.0 R 5 1 ST. --- "yab2 . y IJ NY t • // 7 1 •' (1 , P.rtivw) Lt.i 41•4 t fpM Vr! v4 m 1i N41r6.!,;, e6Niai (0 14) im ze r%`21-4- TO' P 4.t•d-lret i/r' V5 IN4T. ..tiv D I / c t r eh. et \ A' 14 ct Z. a ao./4 /1 • 1 t INv • I ‘2 114‘.4 i7) 4 IV virpo [No/ AA.° , 44 , 0 h ari.4:4 NA, tk.z zt i 417.0. mit7 I vrr '01 Art4.it rP rvcik., LIN 4-trcbTE12 2rc4 1 t•-i 6._td4IN zp. r e.1 p ' 4 M1 TL F 5 I I Z, < 1 Z. riP5 1 - AIG.5 1 N ¼ft6fLL- 1L lzt 4 breoNi .vrr Pr • P2 fl? 1 TO' Ale% ‘.1.4; 1 kt.N M 40% t. r. '41 IV if Pt&ir 1' k Ca5 k *14 plz, ipue.F.2a.trcre_ virtu. e ',wren rev trr !Or collo:- Acceptanc . - nth nct a, 3S O( ordinanct ot the desic- Adlitions, de! - alter this d?te and will require a c. .. : r t r subsc2quelt '3 ins: cct 6i [Z. PA 3 - Cs& tz:Im 41141 N 41 r0e)-44 10 FT (ATIL, e- N 5- gar Pella 102.,Epab Slrotr FLA-r - I 5 1 .[VI 1I74 ltIV Qiukruct aWeA I . 1 ki R _Clai ov\ ..*ATAtAt • i — 1(11'0 iot.d )(c041101.1 68 CORREC'ON o r —1 1 ( 11.Fi t Z r IC rN 1 i • _ 104ti 'TAC.64 riorf frioZe 1144.N 2ZI/0 INTO . 4/110 or-47 s tsiiitt. Or )‹.(.4&kiAle °VA r465zic urkeofe b112 4fukKo— . 1, INT egi $ 040 , 01 ,01541,04 , PERMIT CENTER • Liq • 44 p`ti PilLhION " )<11. rapi)N • REVISIONS NO DATE IMO t,C Alf DATE: _ YL • FiL OKAII64T ,XcA‘1,4 L- L iIricAL rttg 041•12 _ il111 k \ / 1 4//.1 , It Isfilimillor \ 111,1 ;ill ON - ' N af:E. 13.2.1C _ IN PIZA :zorte ito --'7-4t01-1`1/6 -P4c5 mitig. --rr-4‘1N -41Z4 4 eF 1‘)!Li: it"P1c--r -‘ 401,,a4f Fl r PZLIN T itl r g zp izw:Ryk i N ism TYPE OF REVISION LONG CLASSIC HOMES ENUMCLAW , WA APPROVED BY: LOT 9 FOSTER HEIGHTS KING COUNTY, WA • • LND PNA4 r•LN DRAWN BY rg REVISED - DRAWING NUMBER - 41) NOTES: NOTE jjnuTY EASEMENTS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SEATTLE CITY UGHT, US WEST TELEPHONE COMPANY, AT&T CABLE TV COIIIPANY AND OTHER UNITIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON THE ExTER 10 FEET OF ALL LOTS AND TRACTS, PARALLEL YMTH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BO'►+ PRIVATE AND PUBLIC). AS WELL AS AN EASEMENT MATHIN ALL PRIVATE ROADS. TRACTS. AND DRIVES, IN ■41CH TO INSTALL, LAY. CONSTRUCT. RENEW. OPERATE AND MA.NTAIN UNDERGROUND DISTRIB'JTlON SYSTEMS MA NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION. AND OTHER PROPERTY WITH UTILITY SERVICES. TOGETHER WIN THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED NO UNES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT. OR FOR TELEPHONE U ;E. CABLE TELEVISION. FIRE OR POLICE SGNALS. 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 OWNERSH■P OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REOUIRED FOR THE USE DISTRICT IN WHICH LOCATED. 1. SET t; 2" REBAR AND CAP (LS 111332) AT ALL REAR CORNERS. SET TACK IN LEAD IN CURB AT THE SIDE LOT UNES PRODUCED TO AN INTERSECTION WITH THE CURB UNE 2. TRACT - A" IS A JOINT ACCESS AND UTILITY TRACT. 3. THE LOT OWNERS OF LOTS 9, 10 AND 11 HAVE AN UNDIVIDED OWNERSHIP IN TRACT "A" AND SHALL BE RESPONSIBLE FOR NE MAINTENANCE THEREOF_ 4. THE FIVE (5) FOOT PRIVATE DRAINAGE EASEMENT WMTHIN 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 FACIUTTES THEY HAVE BENEFIT OF USE, AND SHALL_ EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 6. THE AVE (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 FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACLITIES 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 FACILITIES USED IN COMMON. 8. THE FIVE (5) FOOT DRAINAGE EASEMENT WI',I -t;N LOTS 14 AND 15 I5 FOR THE BENEFIT DE LOT 16. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THAT THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES 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 FACIUTIES THEY HAVE BENEFIT OF USE. AND SHAD_ 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 ANO DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE OF TUKWILA WITH THE APPLICATIONOR ANY BUILD NG PERMIT. SHALL CO NECTIONS OFTHE DRAINS 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 FILE MTH THE CITY OF TUKWILA DEPARTMENT OF PUBUC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY 12. THE RESIDENCE ON LOT 15 SHALL BE PROADED 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 LOCATEu 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 THE DEVELOPER SHALL COMPLY MATH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS. INC. DATED FEBRUARY O. 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS .APPLICANT IS TO INCLUDE. AS PART OF THEIR SINGLE FAMILY PERMIT APPLICATION, 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 LUDE: HOME CONSTRUCTION, THE GEOTECHNICAL. ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF T HE HOUSE DEVELOPMENT PLANS FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INC A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS, B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS. DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. THESEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. EACH ASAPPR APPROVED ITS TUKWILA. NS AREAS WCONSISTINGAOF PLAT OF FOSTER EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS. ACTIONS, CAUSES OF ACTION. COSTS. ATTORNEY'S ANO 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, ATTORNEYS ANO EXPERTS 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 1 1 S PREPARED BY 87 126.11' PARCEL 'D' 1 T.L. 0040000560 S 87 'S1'26 E 0 BASIS OF BEARING: NORTH UNE OF NORTHEAST QUARTER VICINITY MAP NTS S. 1 44TH ST, PARCEL 'A' T.L. OO4o(Co5 39 PARCEL 'B' T.L. 0040000550 PARCEL 'C' T.L. 0040000554 JNSTRUMENTATION INSTRUMENT USED: FIVE SECOND TOTAL STATION. MM WSH 17:3F, -1F'P (-Win 1 89.20' 0 z S. 146TH ST. Balms & Holmberg Inc. A -1 - -n S 87'5 3 4 ^ E 189.29' S 87 '54'50" E 189.20' FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE t. OOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000. INDEX LOCATION: THE NE1 /4 OF SEC. 22, T. 23 N.. R. 4 E , W.M. CORREC+' �' N LTR #_i N 87'49'18" W PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 -001 1736 -1 FP.DWG DRAIN BY, CHECKED BYI DATE, SHEET, 6 -13 -01 2 OF 3 1.77.70 33734 - 1 0 M 0 I F- It) w 0 0 z 91V Pl I131..I . Wt_)RK; RECEIVED :ITV OF Tr Kw LA PERMIT CENTER . Do o0 4 3 +r 1 • I 1 LEGAL DESCRIPTION OF RECORD PARCEL A: THE *ES' HALF OF LOTS 10 ANO 11. 9LOOc 4. ADAMS HOME ACRE TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED M VIXUI& 11 OF PLATS, PAGE(S) 31, IN KING COUNTY. WASHINGTON; TOGETHER `NTH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11. SAID MOCK 4. AS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 3573683. PARCEL 9: LOT 12. BLOCK 4. ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 C= PLATS. PAGES) 31, IN KING COUNTY, WASHINGTON. PARCEL C: VEST HALF OF LOT 13. BLOCK 4. ADAMS HOLE TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED N VOLUME 11 OF PLATS, PAGE(S) 31. IN KING COUNTY. WASHINGTON PARCEL D: LOT 14, BLOCK 4. ADAMS HOME ACRE TRACTS. ACCORONG TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PUTTS. 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. MGRS PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 01'30'37" EAST ALONG THE EAST UNE OF SAID BLOCK 103.09 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 01•30'37" EAST ALONG SAID EAST LINE 103.09 FEE T; THENCE NORTH 87'53'42" MST 189.29 FEET; THENCE NORTH 01'27'47 EAST 206.31 FEET; THENCE NOR TH 87'51'26" WEST 189.46 FEET; THENCE SOUTH 01'24'57" WEST 103.22 FEET: THENCE NORTH 8752'34' WEST 126.11 FEET; THENCE SOUTH 01'23'03' WEST 309.78 FEET: THENCE SOUTH 3T55'58" EAST 315.06 FEET; THENCE NORTH 012747' 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 THE PUBUC ON THE MAP PAGE (PAGE 3 OF 3) OF THIS PLAT. 'DEDICATION 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 LANG HEREBY PLATTED, HEREBY DECLARE. DEDICATE AND CONVEY TO THE CITY OF TUKVALA FOR THE USE OF THE PUBLIC 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 PUBLIC ROADWAY ANO 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 PUBUC ROADWAYS AND UTIUTIES IS SUBJECT TO THEIR COMPLETION BY THE DEVELOPER AND NE ACCEPTANCE AND APPROVAL BY THE PUBLIC WORKS DIRECTOR THAT THEY HAVE BEEN COMPLETED TO CITY STANDARDS. WE AND ALL OF OUR SUCCESSORS WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBLIC FACILITIES AND PUBLIC PROPERTY WITHIN THE SUBDIVISION. (17.04.060 B.2.) IN WI TN REOF WE HAVE SET OUR HANDS AND SEALS. MICHAEL AN . PRESIDE , TRIOOR, INC. ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) SS COUNTY OF KING ON THE_ 11 - 0 _ _DAY OF :uL1 20 0L_ 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 RIDOR. INC., A WASHINGTON CORPORATION, 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 �-Ie 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 • SH F � F • ti 1I I sION i fc p1 OTARy 9 1, : PUBLIC 5 I �: 9 s ON3.. STATE OF WASHINGTON ) SS COUNTY OF KING SIGNATURE OF rBANx/0 STATE OF WASHINGTON COUNTY OF K040 WAS PRINT NAME OF NOT q>R f Y C AA) NOTARY PUBUC l DATE'' 3 20o MY APPOINTMENT EXPIRES Set t- e9. 2003 ON THE 3 D DAY OF I. (- 2001 BEFORE ME, NE UNDERSIGNED NOTARY PUBLIC IN _ AND FOR THE S TATE OF WASHINGTON, PERSONALLY APPEARED_ i= L- 1z-2.C> 2H• _(_LZ_ TO ME KNOWN TO BE V,c : (Lrzec,Gti').TJ 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 -I WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHERECF, 1 HAVE HEREUNTO SET MY HANG AND AFFIXED MY OFFICIAL SEAL THE JAY AND YEAR FIRST ABOVE WRITTEN. 5.0A O''R}}'S CERT11 4 _ _ REGISTERED AS A LAND SURVEYOR BY THE STATE WASHINGTON, CERTIFY TWAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF -4E LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; ANO 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. PREUMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 PRINT NAME OF NOTARY cvm,, 5 e 4,/ SIGNATURE OF / . "• ��„✓ NOTARY PUBLIC �' [ l ��- DATED z3 _ zoo MY .APPOINTMENT EXPIRES 5tpt co) .ZOp3 STATE OF WASHINGTON • COUNTY OF /co FOSTER HEIGHTS A PORTION OF THE NE1 /4, SEC.22, T.23N., R.4E. KING COUNTY, WASHINGTON CITY OF TUKWILA :TTY OF TUKWILA APPROVALS PUBUC WORKS DIRECTOR'S CERTIFICATE 1 HEREBY APPROVE THE SURVEY DATA, THE LAYOUT OF THE STREETS, ALLEYS AND OTHER RIGHTS -0E-WAY, DESIGN OF SEWAGE AND WATER SYSTEMS, DRAINAGE SYSTEMS AND OTHER STRUCTURES 1 CERTIFY THAT THE SUBDIVIDE) HAS COMPUED WITH ONE OF THE FOLLOYANG_ A_ AU. IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS TITLE AND MATH THE PRELIMINARY PLAT APPROVAL, AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR ELECTRONIC RECORDS IN A FORMAT APPROVED BY PUBLIC WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD. UTAJTY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BEING AS CONSTRUCTED' HAVE BEEN SUBMITTED FOR CITY RECORDS. B. AN AGREEMENT AND BOND JR OTHER FINANCIAL SEC't,JR1TY HAVE BEEN EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TITLE SUFT1CIENT TO ASSURE COMPLETION OF REQUIRED IMPROVEMENTS AND CONSTRUCTION PLANS. EXAMINE AND APPROVED BY THE aTY OF TUKWILA DEPARTMENT OF PUBLIC WORKS THIS 9__ AY ). • 20 A 1 _ -amen-' 1 trNA�A. 1 DIRECTOR FINANCE DIRECTOR TUKWILA MAYOR CITY TRFASURE'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS. AND ALL SPECIAL ASSESSMENTS ON AN OF THE PROPER TY THAT IS DEDICATED AS STREETS. ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. Q4,„ R Qou,0421L ,MAYOR AND CITY CLERK'S APPROVAL EXAMINED AND APP VED BY THE CITY OF TUKWILA THIS /7" OAY 200L . KING COUNTY APPROVALS KING COUNTY TRFASURFR'S CERTIFICATE 1 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. ALLEYS, OR FOR OTHER PUBLIC USE ARE PAID IN FULL. fH15� DAY OF 71 2OQL A.D. TY KING COUNTY • URER / - N T Y ' BHM ` 4�� . • '�.` z >'t S E 7/( /ot DA TE Imes EASURER KING COUNTY DEPARTMENT QE, A55.ESUERIS EXAMMI AND APPROVED THIS t7 __DAY OF ��� _ 20 a_l A.D. cSC. LVodL'L KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR RECORDING CERTIFICATE Fl LEED RECORD AT THE REQUEST OF THE CITY OF TUKiMLA THIS . I� DAY OF stiff 20_GLL A.D.. AT _O __ MINE S PAT 3_o v M. ANO RECORDED IN VOLUME_.2. -00_ __OF PLATS, PAGES 8 RECORDS OF KING COUNTY, WASHINGTON. PREPARED BY DRAWN BY; "NOTE WATER AND SANITARY SEWER SERVICE PROVIDED BY DISTRICTS. Balma & Holmberg Inc. E N G I N E 100 FRONT STREET SOUTH MM CHECKED BY; WSH CRS & SURVEYORS ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 -001 1736 -1 FP.DWG DATE; SHEETI 4 - 9 -01 • IE! E$VE D CORREC )N LTR# 1 .I■ ft_ 1 0 7p01 TUKWILA PUBLIC WORKS DIVISION OF RECORDS AND ELECTIONS DEPUTY DIRECTOR. KING COUNTY DIRECTOR. KING COUNTY(SSESSOR r `A DEPARTMENT OF RECORDS AND ELECTIONS DEPARTMENT OF RECOROS AND ELECTIONS RECORDING NO. D_0/0_7 /v 6 0 00 w 1 OF 3 VI L. / PG. PERMIT CENTER ■ • •1 • e 1 : - M Jt1 1 WIT•. _(.ICPE PLU'� & PUNIC, MARK (ENCASED) vISITED 7 -22 -97 -- 22 131930 FO. 4 - x 4" CON MON WITH COPPER PLUG 3 PUNCn !AAR, 3 04 NC OF UNE (ENCASED) VISITED 7 -22 -97 01 ° O � Z W 3 O O 1- , W r 0 :y < Q o 4. 8 20' 20 i0 Im ( 20 SAM TAR ; SEWER! ESN'T - t ' i J 20' I 2 FD 2 BRASS DISC IN CONIC. 44TH PUNCH YAPK (ENCASED) VISITED 7 -22 -9' i 1 I : I V ' ' 6500 PRELIMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 WEST LINE LOT BLOCK 4 ADAMS S HOME TRACTS S c .,E1 NOtE 5 GN '=AG€ 2 t 0 � A \ Z 33 N • 12 . f/1/ N � 5547 50. =T. \- 0500 SO. FT. ` NORTH LINE LOT '4 BLOCK 4 0 \\ . 15' POWER ESM'T ‘1,t / n n v1�E SACS h / \ J � ::AI ILt CITT 1, PRIVAI! �\ E f 'IGHT UPN Z D; O 1 / D NA6 \.l\ P::� `r / S X752'34' E 125 r, EEUE ; T, ,fl 1 I 20.00 20.00 4Fi r 1 \ --\"'"--4( - "� _ l\r'.) } 5500 SO. FT. 10' SANITARY 3- ` SEWER ESM'T \ fi o; f ;, ; RECORDING NO 16 19990812000314 ,SEE NOTE 8 ON PAGE 2 I ' 6500 SO. P T \ r - 5' WATER ESM'T DEDICATED TO _ 91.78 SEE NOTE 4 ON PAGE 2 5 6500 S0. FT. 10' ! UTILITY EASEMENT tl N 88'36'57" W 66.62 - 5'x25 k PUBLIC SIDE WALK EASEMENT SEE NOTE 7 PAGE SOUTH 145th STREET 4 PER RECORDING NO. 19990812000314 SO FT N 0, N of p, a O O N CO h 0 0 lv A PORTION OF THE NE1 /4, SEC.22, T.23N., R.4E. KING COUNTY, WASHINGTON CITY OF TUKWILA 1 1 A ORTH LINE w1. 2 LOT 10 BLOCK DAMS HOME TRACTS 1 90.76 SEE NOTE 5 & 8 ON SHEET 2 OF 3 OE T;•+IS PLAT 15 7265 S0. FT. 5' PRIVATE DRAINAGE ESM'T LOT 6 & 7 :fi N 6500 SO FT O SEE NOTE 4 2 ON PAGE 2 SEE NO T F 7 PAGE 2 5' wArER ESM - DEDICATED TO w0 125. TYP. 3 650C SC FT. FOSTER HEIGHTS N 87'49'13 W 2637.57 020S) N 87'49'16' W 2637.64 MEAS. - 13!3_Ss SEE NOTE 5 & 8 ON PA3Eyc V3 15' POWER ESM'T \r TO SEATTLE Ci T 'rj , / ` \'` LIGHT - ' 1 RFC lRr1INl UPON / \ S Cn ` \ t N 1 0 6500 50. FT. O h O SEE NOTE 4 ON PAGE 2 60. 6.3 _ i . 60.63 ___JDJ1 ¢9.49 5' PRIVATE J s 88•36 "57" E DRAINAGE EASEMENT s 87'51'20" E 189.46 _ 2 6500 SO. FT. SEE NOTE 7 PAGE - i 6. t 35.82 6500 SO � T N � O BASIS OF BEARING \ sEE NOTE 5 Z ON P AGE 2 \-4/• FT 10' SANITARY SEWER ESM'T L REtC_PsING NO 19990.5120003144 68 62.88 -+ 1.271.8 1.3-f, : / \, i - 'TRAC T i 1 1�?i USE AND ACCCES 10' PRIVATE L CF.AINACF ! I * EASEMENT 4 39.85 , _ 87i53� V 4,_r '} I , le UTIL _/-- o 8 .1 IN ' EASEMENT 10' SAnpTA17v SEWER ESM'T RECOROWG NO 19990 51 '00031 1 1 650C SO FT SEE NOTE 7 PAGE 2 S 87 '55'58' 2 315.06 DEDICATED TO THE PUBLIC FOR R045 PURPOSES - - UPON ri-,E REOORDt:NG of THIS PL" 524. t3 s 8 755'58' E 131 73 .22SS�S�I�SSS`f� \IUPF, . 0 NAY t ) ' 6533 SO. FT. \ \ • SEE NOTE 3 ON PAGE i - SEE NOTE 9 ON PAGE 2 w -r 5• t I �� .36 25.42 CO 6&21 S 146TH ST PREPARED BY DRAWN BY' MM EAST LINE OF w1/2 LOTS 10 ANC 11 BLOCK 4 ADAMS HOME TRACTS SANITARY SEWER EASEMENTS AS SHOWN ARE PER RECORDING NUMBER 19990812000314 EAST t.INE Wl /2 LOT 13 81 OCK 4 ADAMS HOME TRACTS to CHECKED BY WSH - 0 20 40 80 LEGEND MONUMENT AS NOTED MONUMENT T4) BE SET ROS RECORD OF SL'PVEY RECORDED 1N VOLUME 30 OF 5URVE rS. PAGE 57 OPIC INAL _O': ONES F1 SET REBAR AND CAP. LS# - .332 CURVE TABLE NO DELTA RADIUS C1 90 00` 25.00 C2 72 25.00 C3 3738'36" C4 5142'32` 05 73'31'21" C6 62'49'32" C7 40•43'33 08 73'37'5» • 09 90130'00" cic 3979 ,O - 011 6271'01 LINE T 5' E v; • BE.1 tt;1G LI S 88'32'13 E L2 S 5'424 ; - L3 S 2542'41' E L4 S 25'42 "41' E . - ,5 8754'50" E 139.36 6508 SO FT 10 10' SAN. SEWER EASEMENT - - RECORDING 1'40.19990812000314 SEE NOTE 3 ON PAGE 2 SEE NOTE 6 01.4 PAGE 2 SEE NOTE 13 ON PAGE 2 120.99 8754'50' E 189.20 FD CONC. MON Wt TH LEA() & PUNCH MARK (ENCASED) VISITED 7 -22 -9 46 00 46.;0 46. 46 00 46 00 25.00 25.00 25 DC 25.00 DISTANCE 5.00 16 -9/ 7.52 9.4 NORTH LINE 20T 12 BLOCK 4- ADAMS ,SOME TRACTS 1 1 15' U117.1TY ESM T REC NO 19990812000315 L _- t 15' WATER ESM T 10 WA TER ESM 5 6753'42' E 139.29 132.15r _ 5' PRIVATE ORAfNAi+t • m 11 EASEMENT 1 6500 SO. c'T SEE NOTE 3 ON °AGE 2 , \SEE NOTE 6 ON PAGE 2 �EE NOTE 13 ON PAGE 2 ' SOUTH UNE LOT 12 BLOCK 4 ADAMS HOVE TRACTS LEN ;; 39.27 3,.76 .30 22 4r 57 59.03 50.44 32.70 5.35 39.27 3557 27 1 3 n E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQLTAH, WASHINGTON 98027 0 Pei 0 0 0 0 0 0 Baima & Holmberg Inc. T L7 Do t-o(o . tR . !YN � I� I' lz 1 25' PUBLIC DRAINAGE EASEMENT AND PRIVATE TREE REPLACMENT AND VAULT SCREENING EASEMNT ! ; � 1 .; ?nix ''ilS�_IC vvoR (425) 392 - 0250 Jos NO. 1736-001 1736 -1 FP.OwG DATE' SHEET' 6 -13 -01 3 OF 3 ALCULATED !NTERSEC'T'ON I POSITION RECEI \'ED I "ITV nr .A 1736- 1FP.dwl; 6 -13 -01 123128 prn EST PERMIT CENTER • r +43.47 - WATER STREET LIGHT (TYP.) 5 FIRE HYDRANT 5' WATER E DEDICATED WD 125, T 1 5' WATER ESMT. DEDICATED TO 1 WD 125, TYP. 1 1: -BOX MAILBOX RACK TH MINIMUM 5' LEARANCE BETWEEN MAI BOX Sc BACK OF SIDEWALK -S DETAIL 5' 5' SID. WALK EA MENT 5' PRIVATE DRAINAGE ESMT LOT LINE TO BE ELIMINATED WCUD f [ [dCL � 0S I 5' PRIVATE DRAINAGE - ESMT PRIVATE CB# 14 TO B REMOVI D PRIVATE CB 13 0 B R MOV PRIVATE AINAGE ASEMENT 11 111 IMP rimmommilimior - CB# 12 TO CITY OF TUKWILA P: VATE DRAI►•GE ESMT /,'( 1 () J N(fl PUS I NN= 30.21 453. NM= I wm ��,�.... ear y .,.r SFr - ,�•�^ '� "— v—.�� i��w �r �� m . l -'- � w 1. WATE• — — — �i�w� Ifd =- 453.29 - EMAIL BOX MIN. 20' WIDE DRIVEWAY FOR FIRE DEPARTMENT TURNAROUND r r EXISTING T AS , TYP. [. h1CL r - A A 1 I I l r - r • / • 1 I - • Y • Y • "NO PARKING ON ASPHALT" SIGNS ALONG WALKWAY © 100' SPACING, TYP. WIDEN EXISTING ASPHALT 1 ROAD 5' MIN. FOR PEDESTRIAN _ O WALKWAY TO 46TH AVE S. - SEE DETAIL RA STA. 3 +25 END IMPROVEMENTS TOP OF CURB = 464.23+ AL L NOOU FPNCE ENTERING SIGHT DISTANCE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMIT = 25 MPH RELOCATE EXISTING FENCE AS NEEDED, TYP. TYPE III BARRICADE 0 0 8" THERMOPLASTIC EDGE - _ 1 1 I INF TO 'SEPARATE- PEDESTRIAN o FROM AUTOS' 1 • 1 I V , S 1 0 5 10 20 30 SCALE 1" = 30' N 87'52'34" W 126.11' N LO 146TH° ST. N 87'51'26" W • I 1 Y \ • /< r , FOSTER HEIGHTS CB# 12 189.46' YARD I V-- 427.16 FIRE HYDRANT ESMT )" ST - CB# 7 RMN 87'53'42" CB# 4 rt 8 " P SEWZ 12" STORM E XISTING ROCK - DITCH CB# 3 189 " SD 40' MBE N ro 0 CBC1 ofi 20' w 6 / \ 4 e• I 1 I `/ 1 ,1 r r I 1 1 -" ' • es n r v• 1 1 1 ', 1 1 A r 7 r I I 1 / ' \ „ / \ 1 /1 r7 1 1 1 1 \ 1 n ,\ r I 1 1 ? 1 r 1 / / AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY Call before you Dig THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING HELD CONDITIONS AS OF THIS DATE: 1Z: os! 00 0 WILLIAM SHUPE HOL BER PL 1332 DO NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIUTIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. 0 0 0 0') 3 Q 5 ce W z 0 0 tbc- DATE JOB NO DRAVIN w ce 1- F- LL w N7 0) 0) 0 LA- w '7 N w co rn A N 1- U >— Pa z W SEM oa t0 To czi cn z z W Pct z 3 Q 3 G NO.1422 -4C1 1 -800 -424 -5555 UNDERGROUND SERVICE (USA) • SHEET 7 OF 8 "NO PARKINC ON ASPHALT" SIGNS ALONG RELOCATE UTILITIES WALKWAY ' 30' �. AS NEEDED. TYP. SPACING, TYP. RELOCATE EXISTING \ FENCE AS NEEDED, TYP. j WIDEN EXISTING ASPHALT EXISTINC j ROAD 5 MIN. FOR PEDESTRIAN T AS b WALKWAY TO 46TH AVE S. , TYP. i /- e - SEE DETAIL ENTERING SIGHT DISTANCE 438 FEEL 1 LUUKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMI = 25 MPH STA. 3+25 END IMPROvEMENTS STA. 3+' 0, 27'LT CURB INLET , RIM- -.-- -t 463. :NV= - __ .+5$.'Z STA. 3 +00 - END ROCKERY TOP =466.0 TOE-463.2 TOP =468.0 TOE= 464.2 TOP OF CURF=464.23± TOP =466.9 TOE =465.0 STA. 1+50 -BEGIN ROCKER'! _ TOP =469 0 TOE =466. 4/ 1 R" 7 "ERMOPLASTIC ` 1 - • INE .4 SEPARATE c TRGM AUTOS' 1/ TYPE 11 BARRICADE EDGE PE T ES TRIAN c8 Rt4' = 473.8y /my, '. 1 1 0i-00 2+43.47 STA 2 +92.47, 13 25'R.T CBq 1', TYP; 462 I IN J =4 +5711 ' ','A EELCHAII' RA":', STA. 2. L4, :3.25 - CBp '2. TIKE RIM- 44 • 7 f. INV= 4 5 8 .70 STA. 0+49, 13.25 I CBu 10, TYPE 1 W/ VANED CRATE RIM = =b.+ -vim 451. 4 S'.REET INV= -4==- -± • 54.. 7 LIGHT\ 5 WATER E (TYP.) DEDICATED WD 125„T WATER ESMT - DEDICATED TO I 1.'D 125, TYP. OX MAILE3OX RALK TH MINIMUM - LEARANCE BETWEEN t: AI 30X & BACK OF SIDEWALK SE : DETAIL 4 A3. EA Mt t.- 8 I ; .z8% - . 2" SD STA. 0 +48.60 I' CB# 13 TYPE w/ vANLL , - �;.-.. 463, o M A T . L v ■+ 459. S 5' PRIVA E DRAINAGE ESMT LOT LINE TO BE ELIMINY:TED 1- '3, 13.25'RT /STA. CB# 8, TYPE I W/ \ANEb GRATE RIM =++e. 44.1.ot INV = - .=es• 4 $-12" SL 2• ® 2 PRIVATE CB #14, TY W/ LOCKING VANED RAM =4- ±413.13 INV =4rr. -fie 40.1,23 1 YARD ' DRAIN 1 (1) E -3. PRIVAT , ..',DRAINAGE PE li -48" EASEMENT GRATE \ A. 1+73, CBy 9, ' VANED RIM = iN V= ARD DRAIN 1 101'12" HDPP ISO W /(2) PIPE ANCHORS SPACED ALONG PIPE -SEE DETAIL , i t I PRIVATE DRAINAGE -\ EASEMENT 1 YARD r DRAIN, TKP I 17. (0 • 0 111410- rd1111 8 WATE1 • _ = s.. -� ..��*� cB . gin : 34.0 : vr..TE ESMT EXIST. WE TO BE I ABANDO D PER ►.0.E. REQUI MEW'S 10' PRIVATE_ DRAINAGE .ESMT , IPAVATE .:Bp 6, IW/ La;KING GRAT f�IM : 427.00 Ir ✓ =4 4.C.44t1.95 ' '.IL'\BOX MIN. 20' WIDE DRIvEWAY /FOR FIRE DEPARTMENT TURNAROUND I RELOCATE EXISTINQ UTILITIES; AS I NEEDED,•TYP. f I , I 1 \ \ I STREET TFIEE, T'(P. 1 1 \ ' -K1- ; 2 CB# 13, TYPE I W/ LOCKING VANED GRAT /'� RIM= 44 A 4�`/ IN V=44.4 4.04. ! I nR t^u ' PRIVATE i'AR RAIN ACCESS I MANHOLE, TYP. HEEL HANDRAIL .AIN LINK FENCE STALE = 30 0 8" ADS N -12 TIGH TUNE ,-ROM ROCKER! DRAIN ® 1% tdi' • r zo w �75� . ❑ 10 CITY OF 11 - 0 %D _ P 'Alfi - }1 c8 R,* : 4632.1 440.58 0 1 0 0 '8 A,4i : 454.t /NV : 43.241 FOSTER HEIGHTS N 67'55'8" W 146TH ST. CAUDON i POT1IQLL 4ATE RLINC PRIOR STA. 2+49.89 TO SD C �Ii51i,UCTION TO CB# 12, TYPE 1 VERIFY C EARANCE W/ VANED GRATE RIM= 433bb± ■ r :. rr •. (MATCH PAVING) INV = +5(r + 431.t5 34.10 4. 4t -0 CB# 7, TYPE ' W/ THROUGH o CURB INLET RIM = 444A 4t4. 1S INV= 4ze- e«+419.g2 40' 4,CCESS ESMT CBp 5. TYPE II - 54" W/ SOLID LOCKING LID 7 _1 7 .7 - STA. 2+74, '6 5'RT RIM =446 416.19 INV= 44b-e6 4.17 / 15' UTIt -ITY r EASEMENT 87'53'41 4 ✓ 1 , O THESE PLANS ARE "AS- BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: Z- O -Z000 1).1.,/.... -- � ,� . � ,� -. WILLIAM SHUPE HOLM ER PLS 332 CB# 4, TYPE 11 - 46 W/ SOLO • RIM = 4i3 o 1 INV=• - A +o9.6,, CONSTRUCT /REBUILD ROCKLINED DITCH -SEE DETAIL \ GB# 3, TYPE 11 -48" I J w/ SOLID LOCKING LID RIM= See -ei� INV= 4644•' #1, IN 7?. / 1 =3.e -+e �)� IZO 2 ).13% rx, 1A - .12" HDPP ®t 1 H SPACED (2) PIPE ALONG ANC PIPE EXISTING DITCH 18, W .D 0 18, ii I 1 1 1 1 I 1 eft 40 ,:XIST. CB - RIM =377.7 INV= 375.0: -12" SD 1.007 EXISTING I ' STO DF �W -AVED 'MAINTENANCE li ACCESS PA AREA ••AULT DRAIN ,;ATE VALVE 2 J0% c 39 0 • , LXPOSE/REROC 'IPE INLET EXISTING 12' 20' I - LJU Q I 1 L-_ r • fl Se SP COMBINATION DETENTWN/WATER IX/Alin VAULT - SEE DETAIL . r V O CB# 2, 46' RIM = Vie-+ -•_ri 3 INV= iYV4+'.'_ " 6)37 :.33 1 INV= 34-3 -r etr &12L) 3 7 3.4 3 1 CBp1, 1YPE1 CONSTRUCT OVER EXIST SC RIM - 3rerr 375.11 (MATCH 113AD1 INV= 73.J1. (0 PRIOR 10 VAULT CONSTRUCTION) 01w0 w unoua.xxo unun urcs ors ann CaII before you D“). 1- 800 - 424 --5555 JN SEK1 u',A) OWNER HAPPY ,/ALLEY LAND CO. P.O. BOX 1324 ISSAQLAH. WA 98027 VICINITY MAP NTS INDEX 1 ROAD /STORM GRADING PLAN 2 ROAD /STORM PROFLES 3 RCAD /STORM PROFILES OFF S!TE WALKWAY 5 NOTES/DE S 6 STANDARD DETAILS 7 COMPOSI'E UTILITY PLAN 8 T.E.S.C. ?LAN LEGAL DESCRIPTION L0'S 12 AND 14 TOGETHER WITH THE WEST HALF 'E LOTS 10 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS NOME TFACTS, RECORDED IN VOLUME 11 OF PLATS. PAGE 31, R =CORDS OF \ING COUNTY, WASHINGTON. INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332- 130 -100. Day -o(00 NOTE 1. UNLESS OTHERWISE SPECIFIED, ALL STORM PIPE (SD) SHALL BE ADS N- 12 OR EQUAL 2. STREET LIGHT MATERIALS AN. CONSTRUCTION SHALL MEET C,TY :0F TUKWILA STANDARDS. 3. INTERIOR ROADS SHALL HAVE THERMOPLASTIC CROSSWALK AND STOP BAR STRIPING AND CENTERLINE BUTTONS. 4. INSTALL STREET NAME SIGNS, STOP SIGNS, ETC. PER CITY OF TUKWILA STANDARDS. APPROXIMATE CUT = 1,150 CUBIC YARDS APPROXIMATE FILL = 400 CUBIC YARDS NOTE: E XISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. 11 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION S MADE THAI ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LAILITTES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CAL: 9{OTRE YOU DIG 1- 800- 424- 555` z 0 0 4C 01 In a W z 0 z W n DATE 2/10/98 SHEET 1 of 8 Q A a 0 z 0 JOB NO. 1422 -004 DRAWING NO.1422 -4C1 File: DO 050 35mm Drawing# 11 X 17 PRINTED ON NO. 1000H CLEARPRINT • —4 i a: It I S 20' W • n • Q 6 • O O Z N• 8752'34' W • 126.11' 2 0' ref: Preliminary Plat Map by Baima & Holmberg Inc. dated 9 / 12 /97, reduced scale 1" =.60' k 51' to • iV • . N7 O ;:� • ••-- . • .7-71-? q -- / -o- ^ ' ' i ' r i .P N 8751'26' W ,3 \ •♦ t. , ' S : ^ s 1 t 1 ! ! : • 1 ! j 63' IT V.. 430. 53.40 •.465_2 :.. - '. : :....: :. ' :L, :q• ?'g�'g"' :W• ... G..:,•. .. i �1. •• .....: • •t' S: . 146TH . S 'T, ...... .............. YARO 1 189.46' " ■ . 0 rel to . O ' • r • .t; \ 93' • ;:. .... INV- 427.16 1" •= 60' 189.11' 189.20' N 87'54'50" W 1 l 1 � l 1 1 I 1 1 1 ) I 1 1 , 1 , 1 1 i 1 1 I I I 1 11 I I I► I I i II i q II,I ,I,IIj i 1 i 1Ij, ili, 0 INCH 1 — r - 15 6 EASEMENT drainage /page N 87'53x47" W o 189.29' -4 t TO BE'. • ; i ,,t ROADVED. --' TP ; 6 1 t i 1 i t .i 11'2 . ' ' • # k t • � •:4 MYM Qoo,o /co/ Enp /noor/np canal EOrth Scion= os 1g r GEOSPECTRUM CONSULTANTS, INC. • 40' 20' 0) SITE EXPLORATIONS PLAN Proposed Foster Heights Development South 146th Street & 51st Avenue South Tukwila, Washington Proj. No.98 -103 Date 2/98 Figure 2 t .