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HomeMy WebLinkAboutPermit D02-134 - FOSTER HEIGHTS - LOT 7 SINGLE FAMILY RESIDENCEFOSTER HEIGHTS LOT 7 4815 S 145T" ST D02 -134 •, 1 7 r— __ • . •'` • , q. . i fit i Cit of Tukw Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT . z \ =Z Parc No.: 2610 000070 Perm Number: D02 - 134 ' '~ W Owner: g QQ Name: TRIDOR INC Phone: 206 - 443 -7735 LL Q Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA w =d W H Contact Person: Z I.- , Name: CHARLES PRIB Phone: 253 - 631 -6864 I— 0 Address: 14205 SE 255 PL, KENT WA W i- Lu D p Contractor: U Name: LONG CLASSIC HOMES, LTD. Phone: O N Address: 1624 PIONEER ST, ENUMCLAW, WA at- W ' Contractor License No: LONGCHL05409 Expiration Date: 11/01/2002 H V u_ra DESCRIPTION OF WORK: Z ' CONSTRUCTION OF A NEW 2,697 SQ FT SINGLE FAMILY RESIDENCE, 564 SQ FT ATTACHED GARAGE AND 95 SQ FT v co COVERED DECK AREA. 0 I PUBLIC WORKS ACTIVITIES INCLUDE: access driveway, land altering Z and storm drainage. PROJECT ON VALVUE SEWER DISTRICT SEWER AND WATER DISTRICT #125 WATER. ■, Value of Construction: $258,850.60 Fees Collected: $3,272.85 . Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 ^M1 -..:;• Flood Control Zone: N ` S t art Time: ', ` '� ''`' Hauling: N End Time: <:� }.��:�;���+;�•;.�> Land Altering: Y Volumes: Cut 145 c.y. Fill 145 c.y. s" � Landscape Irrigation: N ' c ; �,tc3.;3' Moving Oversize Load: N Start Time End Time Sanitary Side Sewer: N , P ublic: ;p ro f . Sewer Main Extension: N Private: eq - .L.Wi,, .• Storm Drainage: Y t, � , Street Use: N 10'6 ,* ' Water Main Extension: N Private: Public: ,; ' Water Meter: t e, " }y'j` doc: Devperm D02 -134 Printed: 07- 17- 2002. � •. a ir 11'�:^x err+. . , , k...-...,......_.,•_.». � ..,.....,,.�.,�......_..... -... _.,......_ ............. ...W....,_ .: ^.�:.::° .. .u.ew4N7+NM.WrmrMb . P1Aa! a MiYwrwuw. ..,v..1 - & Z; ia ` - City of Tukwila oe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Q • Permit Center Authorized Signature: . tt�srt� . / Date: ' '/7�Z \ � w • ; I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 � U ordinances governing this work will be complied with, whether specified herein or not. U 0 co �. �. _ - .r be submitted to Public — LL O Works in a timely manner and shall include: 2 A) Temporary erosion control and temporary excavation B) Implementations of footings, foundations, retaining walls, driveway placement and associated drainage system and placement of u- j backfill. — d Prior to final permit sign -off, the Geotechnical Engineer is to provide certification on a lot by lot basis that the work has been w i accomplished in accordance z I - with geotechnical recommendations - refer to Feb. 10, 1998, Geotech Evaluation prepared by Geospectrum Consultants, Inc., P.O. Z 0 Box 276, Issaquah, WA w 98027 -0276, phone no. (425)391 -4228. 2 D M U N O 0 H ' W — I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances H H governing this work will be complied with, whether specified herein or not. u_ O Z The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws U — regulating construction or the performance of work. 0 H Z ' . / /C.--- Signature: .,- (,. � Date: //7 Print Name: C . i • ",do vii" ` <``+' +'x i� doc: Conditions D02 -134 Printed: 07 -17 -2002 - 44.. i:,k- ■ -f - - . . !' : CITY OF TU "WILA .- R STAFF USE ONLY *`c Permit Center Project Number: i 6300 Soulhcenter Blvd., Suite 100, Tukwila, WA 98188 iao (206) 431 -3670 Permit Number: WIF15 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. Project Name/Tenant: Value of Constructi 5t E12-- lr7 7 . . Site Address: f �i��c C _Cr City State /Zip:�arFel Number: � Property Owner: Phone: Phon Street Addressh City State /Zip: Fax #: 1\7 M 1 kON S Ei∎k (-L,f ateA- 5goa.). 3L12 O q • 1 P2*S Contractor: Phone: Street Address: City State /Zip: Fax #: tE Phone: . ?IL, e, pcs \c. N - 253 - Lo 3 \ LP 2.k Street Address: City State /Zip: Fax It: 1 255 ?1,-. 1 &71<1 � A c qs 2■ t om, Engineer: Phone: `ECS Eiv, . 2 -3.0r) 9Cc t0 - z Street Address: City State /Zip: Fax #: < 2.29 19 SE 3I2itt si , f2L c kc I) % frmot )D 1 0 o - , z Contact Person: Phone: tY W C -LCS ?e_.‘ e a5 7 (31 2(Ll 6 Street Address: Cii State /Zip: Fax #: 0 O 14 k S- SE ACS- V L -\ • < :4 I s ot-n, S t.-- co w Description of work to be done: �Zz > Z?E. -- N i- / 1- 7 -Y--.4)-A_., 4727 W 0 Type of work: CA Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure ❑ Garage(s) w d W ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Z I Is this site served by: 1 Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) I- 0 Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U 0 Proposed New Square Footage: 7..6497 sq. ft. Dwelling c9. sq. ft. Covered Deck(s) O p 1 - ',t sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck = W Floor Area Ratio: (total floor area of all structures divided by the area of the lot) � U z `J u ~O *For"an Accessory dwelling, provide the following: iii w Lot area Floor area of principal dwelling Floor area of accessory dwelling j H * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. z ' APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping 11 Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ® Land Altering: 0 Cut I ll - cubic yds. 0 Fill 04 7 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: 2❑Sew Sanitary Side Sewer #: er Main Extension 0 Private 0 Public { Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent 4t 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- i, viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. r;. , Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- "I1 .1 . 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 t- 10 1 *RNA be extended more than once. '' " `'`" - Date application accepted: • Date application expires: Application tak n by: (initials)''' 5-13 -oa 0-1.5-6,- kc� 1 ` .., 1 . ( � 1.1111' PLEASE SIGN BACK OF APPLICATION FORM `.� , . . 4 S1-'PERMIT.DOC 2/13/97 III IN% flaMJCciialitaa %:7 ar - TI • MIT AP'L T/O S MUST BE SUBMITTED WITH THE FOLLOWING: ■ S' DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, Z downspouts and foundation drains, and where drains tie -in. = 7. Parking plan. w 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. -J 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. cn 0 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w = shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). , ~ 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form g H -9). a ❑ ❑ Foundation plan and details H = ❑ ❑ Floor plan Z F ' ❑ ❑ Roof plan w 0 w ❑ ❑ Building elevations (all views) v ❑ ❑ Building height p cn El ❑ Building cross - section w ~ w w ❑ ❑ Structural framing plans and details necessary to completely describe construction v u.. ❑ CI Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. cwi cn F- _ CI ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, p Variance, Shoreline or Tree Permit). Z ❑ ❑ 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 9 9 PP 9 9 d't:,.1 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, �r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ;l,:�_' PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHORIZED AGENT: Date Si nature: f Signature: �j Date: �,./.15/-1,z. I t • Print name: , G ��! 0, ��L ► d x #: / k, Address/ e - L �` `i'7" 7 047 f 1' SFPERMIT.DOC 2/13/97 f ',.a"eYGM7Nrr - - � ._ v. wrown r.,• a�- arn;.. eY^,,, t,' rYe�GYr .J�`A?'? r:..ltArA•117'S0 S. 1,1 , 1 , • • s . • x 4 ; Cit of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT 1, . i ,_ W no ma. GC Parcel No.: 2610000070 Permit Number: D02 -134 o O Address: 4815 S 145 ST TUKW Status: PENDING N 0 • Suite No: Applied Date: 05/13/2002 W = • Applicant: FOSTER HEIGHTS LOT 7 Issue Date: w u. WO 2 • Receipt No.: R020000630 Payment Amount: 1,224.70 g 5 . I N Initials: KAS Payment Date: 05/13/2002 10:00 AM = W User ID: 1684 Balance: $1,888.65 1_ _ ' Z1— . Z � ` Payee: LONG CLASSIC HOMES W W U CI ■ O N •' TRANSACTION LIST: .0 H ' Type Method Description Ili W: E Amount I- r- i . Payment Check 585 1,224.70 I« Z : o F. _; o I-- Z l i ACCOUNT ITEM LIST: Description Account Code I Current Pmts i PLAN CHECK - RES 000/345.830 1,224.70 r ; t . i Total: 1,224.70 , 3 il i Lc ,.fin .Y }fit *S,:r `T. fu 1 �� . 1 , t`:i ,; ' -'. l P rinted: 05 -13 -2002 ':i "` , ` doc: Receipt 1. _ ,.... ...,.w. .s..... —.,. . ...... - ._.._...... „.......... _..... ... _..- rw.,.w,..w.... ! . A^?Mh6'WMWYGYNrTPgtYF aritNSk { — ' -� -- -- - -- ._ - - - • - �•s. • ' :a Ka. 1p, . . ;, City of Tukwila ti 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 i ; Z Q RECEIPT ;,_ W Receipt No.: R020000992 Payment Amount: 2,048.15 2 _ � . 11.,Q Initials: SKS Payment Date: 07/17/2002 12:50 PM 2. d ' User ID: 1165 Balance: $0.00 I" _. Z 1.- F-0, Payee: LONG CLASSIC HOMES al ? : +. U p ; 0 — TRANSACTION LIST: 0 !_ Type Method Description W W ' Amount i-- ; _ 0 Payment Check 22365 2,048.15 . .. Z ! C� N o � Z i. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,884.15 INSP FEE - STORM DRAIN 412/342.400 15.00 ' INSP FEE - UTILITY 000/342.400 15.00 LAND ALTERING PERMIT FEE 000/322.100 72.00 ' 1 LAND ALTERING PLAN CHECK 000/345.830 37.50 PLAN CHECK - UTILITY 000/345.830 20.00 • STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,048.15 . ;s' ,' 1 t y, i�5 Y'F;: 1 :, ,' o . ., r (�: S5 ;may ,'S _ " ?b % c i s kvi i ;r 4;: 07/18 "} ..t.C? TOTAL ?..i..1�,1" �3�7 :4 , ; , ; , - . doc: Receipt Printed: 07 -17 -2902 '-."--,1.,,,,P. . , 1 ■ ► —Wit , -- - - ,s." .- •\ .. . Z \ \ '1 Z . W K 7: ' :: r - -. T a i ` r: -z - ,.. ; .T, ne' -- ..t•a . . , T'—r---- -J 8 V O INSPECTION RECORD 06g--1 w = Retain a copy with permit J py p INSPECTION NO. PE' r 0 0 u- CITY OF TUKWILA BUILDING DIVISION '. : 2 o • l •••• / . 0. -ftldt l ,,, ' _./- • '''''P'.4 W's.;::,i f - •.• 0 ,;(■ :.....` • ....i'' ■ 2 .,,-. .... 4- ..--k-• .... ._._, ,... . I -------- ... ,,,. ,,,,-,s.f..„,44.,,,p,;,....;;'Sot.`..i.L'..b:TI.,!..4•;;,t...,7, ■ .., T •• "— I ‘ 4. f - ' . e• .. , 1.-1- • . ; i 1 e5 t( - . ili' 1 I I c) --" - . 1 3. - 7 4 .71t• /./.1.5;,4 ,4 Inspector: c* _ \.) Date: i ( 1 ,V,k;,``tt k •*.'%,,,, li 14 (.3 P ir 1 El p:A $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , ',, •,-14,, z . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 EfErEirj1 . Receipt No.: Date: ,...I.2.-2,-.1.,,...- . ,f„, e..,;,,, ,.,-,, ,., ,,' , — 1 , - .- - k.cr _ :\ i Z \V +. ; t— Z r W • �U co 0 IT INSPECTION RECORD ®�a' / 3 w = Retain a copy with permit co H INSPECTION NO. PERMIT N �i / WO • I, N � CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 /t g Q F tt4#r T ype of Inspection: , / f5— om . (A) a��� L ss: Date called: Z Special instructions: Date wanted: a.m. 1 Z 1- ' uj Requer: U 0 Phone: ��� 0I— ( -) (I0 J 00 71 W W proved per applicable codes. 0 Corrections required prior to s+ . // i I I '` , COMMENTS: Iii Z . o! :, ~O1- Z : , °.. ' . II Insp i. Dat , "N Pr iii 1 .. 47.00 REINSPECTIO FEE REQUIRED. riot to inspection, fee must be paid ' p„,... pi, rz r at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �,,;, ; Receipt No: D ate: F r,:: s,_ 1. "ur.+.' l::v , , , - - .- . . , . : I Z < . • \,. ILI rY 2 6 D —J C.) 00 U) 0 t INSPECTION RECORD L. . Retain a copy with permit VLA INS ECTION NO. PERMIT •' 0 f CITY OF TUKWILA BUILDING DIVISION . : I ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u. < I: / i 'l li t i 7 T gf Ins gi,In _i__ tO I 57r irik /ciap YP e e t 17) i ( .Losp 44 n I Addrecc: Date Called: i a7 5 WC s/- / 7 : - a-) ( Special Instructions: Date Want,di_ g Z I- 2 D Requester: #7 t. / , _ 0 W 0 Phone ....., 6 ee .. , , 0 3 j02, I 0 , )-- TglApproved per applicable codes. 0 Corrections required prior to approval. , r- ,, COMMENTS: .. Z u.1 ci) : 0 1 :... z --, . 1 , . ,.: ■- / F , , s'• , --- ..',. i Li , i ":5,77.741nri..:1 '„g- Ai g i d P or 11111 — i Date: / /-e- 6 2__ •-• 1741 lel ,,,,,, • 4 1) AVO:2 ) )4 1 i In 47.00 REINSPECTI I FEE REQUIR . Prior to inspection, fee must be p.:_ I . . paid at 6300 Southce ter Blvd., Suit 100. Call to schedule reinspection. ) . . It Receipt No Date: Ar'n.„7,-2 I - .., t C . ',. ., ; .•; ,1:, - '''i ........ 2.-:,, 4 ..:, ,,. — . ' . , . . ' w ,,,,,,,,,,,,.. ft, ;• . , ,,,, N ,...> ..,, , A: ■, i; ,.:.ke,...,, . •` • r ` • Z 1� W y _J 00 co o INSPECTION RECORD "''`''' N w Retain a copy with permit V "O� - f '�" I J = INSPECTION N0. py p PERMIT N % . to V" CITY OF TUKWILA BUILDING DIVISION " 2 � . t 3 . ( i i . w. + . ,, .r I v • , I r ``i 3 ■ F r.'�r�Szy /, ' 1 I ns ector: C Da te: s . r r . Gr ' // V — 0 — 2_ r i i '. S ea. ,C Ei $47.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be }? i F , '*k* 4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ` �. r ; , ;s; ,r. ik" 6 Receipt No.: ." . Date: ; ` - R i` `7i ''''.. I;♦ . . . .'...:- -- --0: ' .r: . `' ;:. --,- ,---: }< a.r., i »xr, . :r,. i. ;'r v ... . . , .. . .. ... .. .. " +te.t •:s;..d ;5aa •tw <i.`. aid ;;irwvi+E`i::.0 � a,J';.. :;:.t:;:'si 4 i:.r: O. ■ z W ... . 00 CO INSPECTION RECORD w = „ 7 Retain a copy with permit 1 )2 - ' I n LL INSPECTION NO. PERMIT NO. O , W CITY OF TUKWILA BUILDING DIVISION -- 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' ,•.) g Project: Type of I pection: CO N ❑ Fork f'ri6/-DTs /c.r 7 A J t NC = W . Address: Date Cal Z I L/5 ( � s CVs _Sr /e- --O2 Special Instructions: Date Wanted: a.m. Z O `' Ww Requester. �5 - 31^ °z-. D 0 4 1--- U Phone No: 0 '- 7`)77" (per, - C a P,Z_ w w HU El u_ Approved per applicable codes. Corrections required prior to approval. ~ O COMMENTS: ^ U N O F "' c� Z Q. .Q . t-) e_ J'-\ ) S .r -/l l � : r .. ", ., .....,... -.. 1....... w.. w .,..a,.....,......4w....,, «...v ,�.� :6•.r, 4� •7.«.h i.! . .,, , `� 7 Ati w:'6.;<e:f u+t.�,i.w.�ii�''.S': :',.i,;. iur oi., , . . " ---- .- .. .\ ..., ' .... • ' Z < ' \ , ,1•■• Z ty W sa. . , , ' • ' ' ' ' ' • " ' ' ' ' " * - ' ' ' " ' '''''" ' - - ' - ' ' -- , ,t4,....,, , ,,..„ ..0%,,,,,,,14.et,w.,,z..,,,„i,z,,,,,..Nzi . — " . ... ..- ,. , • . Z \,, .... UJ . . . ....zi. ' t'.i..1.4...:. : . ; :a t ' ' ; 4a..... ' ” ...i...:11 ' ; • ` ' . . t^: : : : ' . f . : : L . ' ' ' f i . 4 . : . , : , t i k ' , , t - ; . : ' ± • ■ 4 4 k'' ) - .' : --- ' ..:' .. ,. i - 4'..e+%0A.: ...d.:1, 4 ..7 ''., i ' . .1, = , r'; 4 :' 40..,1".extt":Y;A: . •• • '■ ■ .- ,- ` ■• -• ;::;. : ,:,, :' . ;,', `;,:,..., ' ',./..%<• • . ' s', •• ' `'!. ,. '',..„ ' ' ; ' ,, . .i.. _ , , .. i, '..: ,. '', ... .-, .-,,.', , , ', ; c , tpi •,,,,,,.., ..4:,,,,y,W,;411n4 „,,,,,10. , ,, ,,,f,,,,i fe,•,..4■=Wk } ,. I.,,` .. .1.'",%.:t.,0,,, -x , ._, ..■ . Z I- ' O to 0 W = ,, INSPECTION RECORD} � : w 0 1. Retain a copy with permit g INSPECTION NO. PERMIT NO. • g Q i ll p; CITY OF TUKWILA BUILDING DIVISION N 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431 -3670 = a I— Iii 1 . Project: Type of Inspection: `s, Z , . dsf e r 14e i yh .S 1 I Address: 0 5 Date called: - Z O I Special instructions: Date wanted: � :' ' n O tat 7 -- .4! "02 . p.m. „,- UO N Requester: 0 I` ` r i r av1S w . p I: I Phone: 2O 6 —7 / 3 — 3O9g . k U 1— F. -._ p I 1 Z C Approved per applicable codes. -" fl Corrections required prior to approval r Co W COMMENTS: }- G�t� Z r"1-6V P. E. °= i sT `. .. 4L ( pec a..- 1 AAA ` Ni�� l � ��. (�'), A/� g,„' vy (� AV Ire (A A �'' ,ic �, --i,v e p .0..c ti 5iU.L f if 0( -- C..c; . A i ^ l ' j , . j' r ex,:`- Y z, f; TMi? I l,at. , ,v .., ; C l Pi Inspector: j pt Date: ?, �} ( ii 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ?s Receipt No Date: r'. s , . s . ■ . �, , _ ---� - , , .�\ 2 \. ' � . tlllJJ _J U Receipt No.: Date: .;;, :p„ i .,. - ... - . .,! . :' +iyt- :�' ?+G>rt a•S +x.wYS!•i C.d::.: »d.; dvt c ?' .. °.r 1,,�i,�ii`:c`�il"A'i;; q' ...:r£ F %di F-a . - I - - . -- k..Cr ■1 6. ...\ . 1 ) Z < • \ ,I.... Z Ao CU La. 2 ..,.....— -J C.) 00 co 0 co ILI UJ i INSPECTION RECORD Do 2- 13 ' ,•• ' : -.1 i.- Retain a copy with permit CO IL INSPECTION NO. . . PERMIT NO . , CITY OF TUKWILA BUILDING DIVISION g 71 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 LL < u) Project: 2-- Type of Inspection: i , , . -.1 ....— a J.. , I-osfe r HeishtS downspowf/rti6n drains •. ,..; I— Lii 1 .a- Z F- 1 ae call , 1 Address:L S i4541-1 S+ Dt Y 12. 0 2. , Z I— I Special instructions: Lot 7 Date wanted: i 2 D D 0 Requester: —r 0 " U) IYaviS :. , a 1- • i Phone: .., . Z 0 b -79 3-3o ci5 ..r. Lia • .1. 0 I— :— 1 — 0 Approved per applicable codes. III Corrections required prior to approval. s.' 11 UJ u) COMMENTS: . ... — 0 c_ I s - . et , , ...„..- , Z SD 1/I 3/ t. Di 5 t 71 i kri.A4-4. Emu s. I -ro 0 , f— , Ccr‘4" , I IS 1 1 , I t' 1/44 1C IM i k. p 0 k/-1 5,. J-L s krk To ^- CIA-4- 16 1 t kA1 . Cerle■,..44 TO IQ i 5., co-i..4.,GA ' 01C, )3 2241 4 Ai . C (c/L-1--e-k T' Rc. i i ••-: . • . ,4••••••......: /Id r f 1 , '54W14.-AS,Y ' ',114M :.: 'C ' EV tan ' 240 • : ,V 1 4, 75 7 , 1 4 Inspector: 6U A Date: 0 ,, / 07,--- '; I 4 " y 41 1 ) Yeefip ' 7 .rA , Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid -', .. • Elkirm i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1T141 Receipt No: Date: .-, , ',., -, N110i . - -*P 1 — v -- - L / y-, , .,, ,, - -, - ' ',.'.'"e•Wit.f,kafe.'‘(1 .xlis AqqAW:440 7:..e,;" ■IPAYIltfi , , , . - ' *.\ ) Z < . • \... • 1 r— Ili re 2 1 o'n• ,„' -. ' ' , ' , . 6 m i 00 , CO C3 - INSPECTION RECORD 3 0 LLJ ci > 1. r U.I i ' Retain a copy with permit 1 0 li —J !— INSPE ION NO. , PE IT 0. IL. ' .. 0 LU :;'• CITY OF TUKVVILA BUILDING DIVISION 30 I '' ' 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g 5 pr v ,.. Type of Inspe5on:, rag Ifeef Ate' ( ,X. "67 7 — 0 Addres Date Called: I. Ill r . 2 ./17.5 • Z /4/-5 ,,r 7" 4? - Z F.- ' .., Special Instructions: Date WantA.: I ,.. -0 -- r S •e0 z I- Ili uj Requester t D C) 0 ci) Phone No: , 0 - 77:8 - -3.4 11/ uj• V I- r - i- -- Approved per applicable codes. ID Corrections required prior to appriwal. — 0 " ,' ' ' CO ENTS‘ , Z - z , , - ,,,-.--:‘. ,-- .. ,- .. • . 4c.,-. _.. ■, • • . • 1 ,, 3,---' 4 .,...' ;.!;,..'!, V' , .,-- , , .11C .1 ;1',./.• r' r 1 RI 11'21 , k. Inspect' / Date: ,,, 40 _ `C) _ - AC - V r Ili rd). 0 $47.00 REINSPECT! I FEE REQUIRED. Prior to inspection, fee must be t,R I .-i.1 tAI;,;;Q; tifil paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r 1.. l4 • '. Receipt No t' Date: 1 ,„,.• .. it e L i‘f . . .u...z.,ea L ...1.a , '• -, • r .. • . ... • • . . ' • ,•..',..... f.,.; , ...41 , .:411.:. , ,i44..,T .• %.,,G...« ') ; 11 ., .4.4 c,,‘,,..; i ,, ,4,, .. , . - - .• • . • ..., Z < . \., t.0 Ct 2 , 6 D _ j 0 . ,• ', . , U) CI ..,Tdiik`i•-' - V) ui . 1....: ". - INSPECTION RECORD P° - 15q —it— ! Retain a copy with permit co u_ INSPECTION NO. / / PERMIT NO. u j 0 ',..7:: , ', :,. ::. CITY OF TUKWILA BUILDING DIVISION i , ife 2 .,,,:-.: ,, . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 , tO ; ,),.,,e2 , • : 7 , -, , rpjectA Hi i ....04. _..., Type of Insp9ctio4 — a 1 7. I 1 firWir /(: /)( // W 1 Address; .'7,..: -4/x/5- g /4/3---574. Datyalje: j, ieC 7C.f.je Z I- - .I.. Special instructions: Dateltedy 0 ,,,,,•. D (3 - ' Requ 12 0 w .,.,... /.7 Gi / 0 — t ,;!. Phone: 3 - (00( . ,-,.'; JA ...i ... pproyed per applicable codes. Eil Corrections required prior to approval. — 0 Z COMMENTS: 0 = A / 0 I— ,... 3 c. ,(€4 , .....__. ., ..._. , " ; ,i-)':;■:', tl. ;,'..;-... .,. ; ; .4:: . i — ' i''.' . , . .,„_,,,„), —;, ■ -.':".,.. ; : ': :1, ' ":: • ': ';,.0 r ■— • ". ' 0. - 77v4 ( r+Ota'AVE •••,:, :,,,,-;',... :,./:471 el Date 7 )cA11 ,;::, Inspect ( po j'ffi e:7 .. :4----; , :it.„-:•11 rgi a,. Ej $ . 0 REINSPECTIO9/ EEE RE9UIRED. Prior to inspection, fee must be paid . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: •';' &4':.:; PV;: \ etr'X,V k.',.,G :...; ,.,:,.:, - 4 .:,, , ;;, ::.1; 7.) 1 I , , ,„5 , " + ^ , y :" '''' ' ' '.1. ' ' : . ii4 4. + '1%.561,4.t04,74;,14f446.0,■.! , i ' 4: ',■,.',..• .^.':^ '; • i',■15' 5:.f7V: - • • - - • N - 4 .. 1 , ' . .-- - Is • \ . • .... ■ Z < • \,.. 'I LIJ • l ft 2 „ • !:'7•7';57 - 7 ""'"'"" 7-7 • 7 .-,.., 7 ,--.,-1.:.„,-.- - ,... -,., _a C.) • . ,..7. , ; , : , C.) 0 ,'.;',V:••:. .'.. , €00 1.•1: '- :7 --, :,,..,,::,". ' COW , 1 1 INSPECTION RECORD . , ,,,, ,,,.. , • : .. . :: , - ' Retfin a copy with permit 1 . -...- , INSPECTION NO. 1 4 A PERMIT NO. . uj 2 CITY OF TUKWILA BUILDING DIVISION " ,.. ,,,,, i:. 6300 Southcenter Blvd, #100, Tukwila, WA 9818; (206)431-3670 . W D „ Project- ii — ,,217 Type of lnspect . 1 4 . r , e r?'"ei I — ILI Addre, .. _. f-3/L5 - /,.5 Z. Date ca led Z 1— 0 ,Special instructions: ' Date wanted: F— ,.. ,--- : Requester: , ' , 1,. Phone: , 4,'• (31-- . : EKApproved per applicable codes. lil Corrections required prior to approval. • •••• •:- • COMMENTS: 11128 0 D. S t 4 „d ie t. ? 1-- /4 \549'1.5 0 I— Z ..:. .,/,./..riv.".<4 / A. (;, 7'7- . 4 . . . i . k - 2 4-z9 V/ eir /,. /4- =,:.• r.; esrl 4, / /.--/ ei 7 L /? - -, y9 e Y / v. 1 i . .! . I ... LA 4, : 4 !.. , ` J4 2;- , ; 1 ''''''' tWA-i,e4}:. .. r ... 11; :'e.t4:•::::.1';:i. / • . : 1 pr7,7 Inspector: ., .... r Date: 7 30.121:_. AA- . '' it$47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid Mi.i"it'iWP . • . . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I E ' i . • • , • . Receipt No Date: ti77 . LI:!:;.:A [fi V, r. L %."‘'IztVarikiatA,, '' ' - A avrA' ■ / _ - .- ., . , ,.../ - ..\ . , . ' , , --- 04 i... „0., .... . ......... „Ini. • . ' \ S lii City of Tukwila ......tivsz ip...iii,„ Steven M Mullet, Mayor , -..: 44,„‘ . 4: , . , 11■■•■•■••■■••■••■■ j %AA .1 i 0 • ■ . ', t \ ra: e i Fire Department Thomas P Keefe, Fire Chief , ., .. . .. ............ _.--- '1 '' ,, 1908 _ ---- . , , ,, . Z !.' ' ' \,, I rt 2 6 D J TUKWILA FIRE DEPARTMENT O 0 FINAL APPROVAL FORM u) 0 1 co w W I I _.1 i.- 1 Permit No. I ? i3-- co u „ w o i 2 i .ti/frigiW g 5 i I (.2 a ec m I I- LLI I ,-. • Z F- Proj ect Name A "CA._ I-/ - 73 I 1 I 2 m Address /Lic 7 /4 t / V (,-, 4/ A( Suite # D 0 0 u ) • 0 — I 0 ..----.: •• ' 1• - -RetaIn current inspect-ion. schedule... .:..... .... ,.. _____ ..:...... ‘: --, - • , E- I , ,,,L . ,.... , f -- S'f 9 -10 , ://i- Z Needs shift inspection / . . id u) , 0— . F.' I 0 Z . : Approved without correction notice . Approved with correction notice issued . • . Sprinklers: // Fire Alarm: Hood & Duct: / • ' • Halon: / , . . . Monitor: . Pre-Fire: . Permits: ap ,,,,,,..." "A-,,,.. I Y ..‹- if(A/, 4 -..- 1, 1 (t•L " 3/7/0 °4 3 .... Authorized Signature Date • t FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 irn IiINT,0,...1-!, 4101. I i'vrfr: li !' :i7: .... Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 t.. t; ...Iv , t il4W,...14.,:-. ■L r , ,\ k. 6:35tid :0I Wee2 :60 NlS 666T -Lt -Ntif • EEari� l I nc Rapott No. t lawatl * t eln�k (* e<nr�nwlsw tltlrnl O " . �n � T/a111/ KyM) / NAHt)MrVlt1L� Yntat limo On SM • a , Ow of Welk 1A061x n Pleoe N.E., $ullt QVf • e ai b we, WA oeoc* , • MQwu l ( •To M7 . kiiimiiiiiiiniiimm ( �6) �e.oae DAILY FIELD REPORT i • • p ii.jowit et parintanc Job Location ,I Ci arN/bwrt•r \ . H y w award Contractor C • . .- I. to * t :'"�, . Md SY J m . k✓-/ C U O — omdtq foreman Oh..k.d a3y l CD o W W J H Are approved Plam/Perrnits on -site •.: Yes • No If No, cxNrtac�t the building department or explain below: . a LL . w� TT •.j Permit Na. ,,: ! — - = w { •+ 1 .. l h � r ,.I. .- . .2 iii - �. _y _ ' I - 1, 1• • / � 7 AA - 4 • . 1 O IL L W I- s w • 2 1 .�.. - - -- O co I . _ . 1. 4 l• 11.. - ' ..... • - ._. iv, 0 w.... I .la _ • I r . .. ..■ I. 0 F . r r , , I_ - L •- - -- ' .- ' •' u :...J L i _ .... .., a .. ,.' •. .. .. 4"• 1' 0 y' / . • A �I ' , ��. .-.••••— Z ■ i U N 1 au _._. .— . /,. -. ♦ -. al '-•.. 4 . —.. •.• /I . ......, H 1. 1 t �� / W • � A�.r�© `�_ � 4 ! 1 ` Tom- - ._..._.,. Z --l. •• i s i ^ CL' _ . . •. I _ 'rH t —%," •` ►a 44a _ Cot. 141. irwi,es_..* /'3__ 41.40 . - N. .. - ..•,. S. ,•.1a.. ...4_..r.,--, I j ♦ ,,• ib4 1. ,r r •. + WAX h• 4261 @tau £ L. Cta�e ArT s ■ /A ' '• .. - Z -1 1a t.4r.„1_ .., �� . `y . : , L1 r WQiL{ s a ....„, „, al . . fit.• , .,„1„,,,,...,... „ . . . _ II 1 _ # L -----------16- Ir, `1y`f.A�a`' • • COPY'CO� 1111641O .fir! �. CONTINUED ON NEX PAGE l �r ' • .'. A.,.pf. ��, 60 39'd NOISNHOr6 ZtLSE86ES3 63:6Z 6661/tZ/S0 _, 4 • _ . .•�. � I . , _A. w!! ;:; , ;s;, , CITY OF TUKWILA , LL) 172 .I . "o . ` z '' ; Permit Center . .. `lea it ):: 6 Southcenter Boulevard, Suite 100, ` . � '+.1s' 0 ! " Tukwila, WA 98188 ACTIVITY #: i iii Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM , _ �.. .... PRESCRIPTIVE APPROACH \.' ,� z 1. HEAT SOURCE: 4 7 5 (gas, oil, propane, heat pump, electric) ..., o w 0 j 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and w = calculate the glazing area as % of the conditioned floor area. ....1 LL 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark W O option at top of column. (See back of this sheet) - I FILE COPY t N WINDOW SCHEDULE GLAZING SKYLIGHTS BY TYPE d _ = W ~ NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. Z F- 7 sue &/ fP64i: 8io u- .6a. `ice w W 3 Vic- !c- gL0 4,v N - 5g7 6b D o / l'— --A- gio •7 x 4C2 - i5 Z o o LLJ / -u g(67 .3_o )4 3„e - ,s o 9 ? v _ �- o I _1t--- - — ae(c 2� K 3 -� ' � , Z I u.i to Pt o'' / --'- _-_ c 9Io b o �. 6"CO , < 7 ?S Z CITY Of TUKWILA RECEIV =D k &PPROW O C TY OF TUKWILA ILA t i NU 1 21 211n? S f,.; w.) , ED 0 ) _ , 5a. _ . I . �LD 1C D(\! ...'-e. ,' ! -- • TOTAL GLAZING AREA 44 2 la' t l " ` (add entire column) '3 .:r4f.. , :`. 17v TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING �; '' FLOOR AREA PERCENTAGE ,`; Z5C'• C S.F.. Z 7 S.F. x 100 - _ e 5 °lam � tr Ia f The proposed glazing percentage must be less than or equal to the glazing percentage listed under the .;. ;. ' s P p P ., rescri tive o tion that is selected. l E, X = aa, b 0 4 1... ta g ,,,,,,,,,,, . a,nz Residential Energy Code Form 1115 9/10/01 , . .xa - - ' . ,• .. :\ Address: Permit # 2 6: F orm - Z 1;':Ot f : Residential: Pre scripti.ve.:(Chapter 6).Options for.: Heat .,ource: Other fuels .: .:.:.: Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the , selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not 1 ZZ • apply to your project. Your permit will be processed more efficiently if you provide all of the requested , = H information. Department staff can help you with general questions about this form. •• • l^ H W Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Q %....of flocs:; ::::.;.:: 10 /0 12 /0 21 /0 21 /0 21 /0 25 /0 30 /� unlimited = • •' '.Vert; :U=factoc5 `; 0.70 0.65 0.75 0.65 0.60 0,45 0,40 .25 Z w :O.verhea:dGlazing: I U-Factor3...: 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.40 :..... ......................:'::: z i- ll/ a Door U-Factora • . ; : 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 2 D .. (qr R:- factor)::.:; ; (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) o N :. O •Ceilings; W ...:::. /attics :: ; .;.... R -30 R -30 R -30 R -30 R -30 R -38 R -30 R -30 H 0. ' vaulted:. ; ::::::: R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 u` 0 SNalls w Z •:,: a6oVegpd•e • R -15 R -15 R -19 R -19 R -19 R -19 • R -19 R -19 U 0 • belowgracfe p • • �• � ►ntet•or::�or . `R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 z :::::.::exterior : :: :•::::::: R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 • (o�o H: R -19 R -19 R -19 R -19 R -19 R -25 R-25 25 R -25 i. - ;Slabon: grade R - 10 R - 10 • R - 10 R - 10 R - 10 R - 10 R - 10 R - 10 ..., . Footnotes: , 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. . . 3. Min. HVAC equipment requirements: 'Low' AFUE ? 0.74. 'Med' AFUE >_ 0.78. 'High' AFUE ?..088. Heat Pumps: 'low' HSPF >_ 6.35; 'Med' HSPF _> 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. • 4. (Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead i t"'r� I'VA r;" glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. ,' : r; a , . Pla 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. 'Y; ,��� �,�, n Review r F'or offrclal use only) : sele cted Q tion:. :a ra ri.a te far this d cf es� n YES ❑ NO ❑ �� { T �i tr ■ Approver# >By . > Date 1 Wasnu! Ion Stals University Energy Pro Z .1, Revised 91.510 . • i 9 Y 9Y grim C9 %S 3::CO.:ac odc d01 a� A . . • l ,,, , }11 .. • , . V) sid:X ,,,, •►q •.r -.n,. ,..•..- w ,.......t:s14•axNS' ('H2MYooPi,TY11%w", ,w..N+.w. :\ � J � w .i : � w . ; s . CITY OF TUKWILA JP/I /b 47 2 , . r 0 ,� Permit Center - 11.16 a ..,,,14� -i t N ■ = : . 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 \ 'kW Telephone: (206) 431 -3670 1908 Prescriptive Heating System Sizing for Single Family Homes - New Construction \^ = . Washington State Energy Code Chapter 9, iClimate Zone 1 re 2 i �p 3. Heating System installed, (check system type below): co 71 a. Electric Resistance /21 BTU /h per sq. ft. o 1- z i in b. Electric (forced air) /24 BTU /h per sq. ft. 7 c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 1 4. Equipment: ■ a. Make ctewz Zc - b. Model Z2 CJ — 6 c. Size in BTU's 64 S O a 5. Calculation /(HSqFt) -' 7 (see line 2 above) , 2 -"q -' �:h BTU /h X 7 Y. (see li 3 a, b, or c above) � `�� , ,Z BTU Equipment Maximum Size • , Applicant's Signature: / Date: y '``''�� +� J 5 r4-; S 1 7/9/96 I ._ ...t. . _ . . _ _ .., .•t . W �n ■ « PERMIT NO. DATE: , PROJECT NAME 2 - s ue- , z L ',W WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. _1 o c d . Mechanical ventilation criteria using prescriptive N LL ` methods for Group R Occupancies four stories and w ° less. (Group R Occupancies: Hotels, apartment houses, 1 congregate residences, dwellings and lodging houses.) = a • Z Each dwelling unit or guest room shall be equipped with source specific and z o whole house ventilation systems. w w i D Cl i Source specific exhaust fans are required in the following locations: o I bathrooms, laundries and kitchens. w = W Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms u- Z ` and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. w co �_ Locate exhaust fans on plan(s) and note fan flow performance z { ~` rating for each fan. i At Exhaust ducts shall be equipped with back -draft dampers. ! y . Note this requirement on plans. All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: i Li V.I,A.Q. Section 303 :4.1 �, - � a - r, Section 303,4.2 ° , `t • Section 303.4.3 �' ".4_ 41 i Section 303.4;4 ,-- r %l t Indicate on plans a proposed system to be used. •,; �i (Refer to attached code sections, select one, and list here: 3P3' 4 - " 1 t W .s Am t i , ' 'IL'H aj-lr " - pr t l:1 ........4 FILE C OPY i� is ■ 'SIMPSON' HOLDOJN . STRAP PER PLAN OR z MSTC40 MIN. . • 1 IIP■ 6D I aw U O 2x STUD. USE (2) STUDS w w AT NOLDOLINS. —I 1 EXTERIOR SHEATHING . 0 u PER PLAN 1 2 ' ^ TRUSS QUOTE /ORDER TRUSS DEPARTMENT , , �'�1�+�,$ 09 -03 -05 2071 s ORDER DATE BID DATE DELIVERY DATE • 11/14/00 SHEET NO, 1 JOB NO. PLAN NO. L -R LONG CLASSIC HOMES Z L 1624 PIONEER STREET PHONE: (425) 488 -1818 FAX: (425 398 -3559 470B L T ENUMCLAW,WA 98022 FILE COPY w 0 (360) 802 -1880 IX 2 QUOTE #: B0110120 6 s Long Classic Homes CONTACT: U p PHONE: INVOICE #: w CI o Tukwila, PROJECT: Foster Heights CUST: LONGCLAS W = PO NO. TERMS J BY: SALES :WAYNE BRIGDEN cn WO DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: g T.C. SIZE 2X 4 T.C. CUT PLUMB HEIGHT t)CI. VVHLL 2x4 SIZE 2x6 LOAl71NG: 25.0.7.0.0.0.5.0 SPACING: 24.0 IN O.C. (TYP.) TypE TYPE Comp u- • N No. MK TYPE SLOPE SPAN OVERHANG REMARKS W LEY F I 1 R iH I I' 0 20 T04 5 40 -00 -00 18 18 MOD. QUEEN W 1 TO4A 5 40 -00 -00 18 18 I MODIFIED Q U p 1 T05 _,..42111i1111011,,. 5 40 -00 -00 18 18 FINK 0 H - 1 T06 5 17 -00 -00 18 18 GABLE W U 2 T11 � 5 29 -06 -00 18 18 FAN i-- ,ECENEC 0 1 T10 ..en 5 29 -06 -00 18 18 GABLE CITY OF TUKWILA Z Ijj 1 T12 � . 5 21 -00 -00 18 18 QUEENPOST 1Y9 y j 4 2002 0 H 2 T14 5 I 10 -06 -00 18 0 MONO +r Z 10 EJ 5 02 -00 -00 18 22.50 JACK PERMIT CENTER 2 HR O 3.54 l 02 -09 -15 25.43 0 GIRDER 70 Blocks 2x 4 Vent 22- 7/16" 2 Hangers ARS FLASHING 35 Hangers STABLZR 8 Quad2000 14- GE LABOR LABOR TO SHEET GABLE 5 Quad2000 15 GE OSB SHEETS OF GABLE SHEATHING Total Weight: OA Truss Height: 09 -03 -05 CA ed DELIVERY Included ACCEPTED BY BUYER SUB -TOTAL $2,071.00 ) "';'s P V, � i 6 NO SALES TAX I ' NAME: e 1 t jL U GRAND TOTAL $2,071.00 t""14.71 r !., eV! ; J Doa ..134, ' ;*T4 tQ „ M ew. .,.,,.,, „, 'P ., .x:Mx,4 xMR05tY*rt"t . __... . - _ 7 I . • ! . . . . . . - . , . , . . . ;. - .. , ...1 ! . , . - ...1 . . . , I . .. ;- r „c 46-0-0 .. I , . , ) • I . . , . ' ! . ''l . - . . - . 'il - i Th I 1 4- 4 ? : 0 t ;I : I 1 1 , ' . N__ I - I. ' I. . 1 r i = 0 -- I , — ! ----. . . — 01 - - 1 I 4 . 4 , . . 4 i • 4 - . , • ; ! 4 . . ' 4 NI ■ --i— 1 1 0 1 4 I 4 c) 1 to (1 - ) - o , 1 ti) 0) . 1 . 0 I , . 1 I • I. -> 0! -4 i -- 9 i . .... ____ ___ I — - 0 , 0. • ..3 - . i ! . , I , ill C ! ! , ' , 10 [ 10 _1 1 , . I : (4 II 0 v - — IV 1 - 1 - 1 - 1 ' o 1 : r • ..J1 I , I : , , ) , p_714_ 1 1 , - { I 1 i , 2*-1 1 . • _ 2' I-1 1 I .. : . ..i : . . ; .4 ' 1: —1 •1 ' : I 1 I I . loommii -- — I ts *14/ I a .1 ' __ 7 = = - V _____, , .., ..,. -2," : i. .—.4 : „ , I : 1 0) 1 1 c 9-5-8 0-3 c I I 1 39-6-0 - - N O I o I _ .. . . c.-- ;r7c"` .,.... 'fii i . — F.,: .... -, - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN f „ THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ------- ..... .1 . . . . _. .. • - • . ,. , # • ! -. - . • , — _ — . . • . . — - ,...._ 11111111Mi . - . . - -\.•_, _ • . ' • 76F Truos - Truss Type Qty Hy i :B0110120 ITO4A MODIFIED QUEENPOST 1 1 i (optional) Woodinville Lumber, Woodinville, WA 98012 4.201 5R1 s Aug 24 2UUD Mi i e industries, inc. Wed Nov lb 13:0b:b! 2000 Rage f 1 - 6.0 5.4 - I 10-0 i 14 -9 -0 I 19 -5.6 20-0- 024 -1 -13 i 29 -6 -0 I 40 -0 -0 11 -6.0 1.6 -0 5 -4 -3 4 -8 -6 4 -8 -6 4 -8.6 0.6 -10 4 -1 -13 5 -4 -3 10 -6.0 1 -6 -0 Scale = 1:79.5 , 3x6 = 5,00 F1'£ 10 = 3x6 g 9 11 \ H Z 7 13 • CC 6 14 LLi CC 3x6 3x4 ∎ i r 15 JU Is • � i 5 i � 16 3x6 U O 4 17 co 0 °�° 3 �� 41 •• 18 19 W = 4411161,. � 2 0 J • 3x4 I � V � ; , 21 N 2 \ 3x4 it \�. = 'i_ 2223'; W O ` o • i I • V c 2 F - 3x8 = 33 3 2 31 30 298 27 26 25 24 3x6 = 1 Q a. . • . _ 3x4 = 3x8 = 3x6 3x4 --...-- .. CO • 3x4 = 3x4 i i = W H Z~ I 7 -8 -6 I 14 -9 -0 I 21 -9 -10 I 29 -6 -0 I 40 -0 -0 I W O 7 -8 -6 7.0 -10 7 -0 -10 7 -8 -6 10 -6 -0 W Plate Offsets (X,Y): 12:0- 4- 2,0 -1 -8J, 110:0- 3- 0,dgeJ V CI LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP 0 F - TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.17 30 -32 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.26 30 -32 >999 W BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.10 22 n/a I ... U BCDL 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 191 lb I LUMBER BRACING Z Max Grav2= 1250(load case 1), 29= 1011(Ioad case 1), 24= 106(load case 7), 25= 154(load case 7), ' 26= 169(load case 1), 27= 70(load case 7), 28= 84(load case 7), 22= 365(load case 1) - R. MOB FORCES (Ib) -First Load C ase Oniy -4= J eit WAS /f/ N �• TOP CHORD 1 -2=36, 2 -3 -2409, 3-2165, 4 -5= -2106, 5 -6= -1602, 6 -7= -475, 7 -8= -435, 8 -9= -426, 9 -10= -377, 10 11 = - 382, 11 - 12 = 12 - 13 = 13 - 14 = 14 - 15 = 15 - 16 = 16 - 17 = 17 - 18= - 414 .. A. ` . / C.',1. . , 18 19 = - 447, 19 - 20 = 20 - 21 = 21 - 22 = 22 - 23 =35 BOT CHORD 2 -33 =2145, 32 -33 =1803, 31 -32 =1573, 30 -31 =1573, 29 -30 =1935, 28 -29 =382, 27 -28 =382, 26 -27 =382, i'r / J i - 1- 25 -26 =382, 24 -25 =382, 22 -24 =382 WEBS 6- 43= -1127, 42 -43= -1123, 34- 42= -1161, 34 -36= -1132, 35 -36= -1445, 35 -41= -1422, 40.41= -1448, ■ • 1 4•, • 37 -40= -1525, 37 -39= -1653, 38.39= -1685, 29 -38= -1696, 9- 34 =74, 11- 35 =59, 21 -24= -106, 3 -33= -270, . 5 -33 =290, 5- 32 = -506 6 -32 =547, 32- 36 = -197, 30 -36 =290, 30.37= -296, 20- 25 = -126, 19.26= -153 r I t 23 381 Cr ' 71 a-'Ci�, N O 17- 27 = -15, 16 -28= -321, 15- 38 = -31, 14- 39 =-82, 13-40= -202, 12- 41 = -67, 8- 42 = -98 7 -43 =11 41 'f'F ,irk ' NOTES a 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 oceanilne, on an occupancy l EXP 12/7/2001 r ., ' category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 , �,j , If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The ^kA' lumber DOL increase is 1.33, and the plate grip increase is 1.33 , ;� t f_ :1' 3) All plates are 2x3 M20 unless otherwise indicated. k ' ).. s Continued on page 2 �;q WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. .., . . IC' , WAN illu .c+M This design is based only upon the parameters shown, and Is for an individual building component to be installed and 1N 1t• (425) 488. loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the *Ow 1011, Art (425) - 488.8773 Fax p ": , responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss : t 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 an control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, (3eo) 757.8500 " ' E,. • and HIB•98 Handling Installing and Bracing Recommendation available from Truss Plate.Instltute, 583. ` • ' , - i . - -- y • t� • !Job ; i rues Truss - I ype Qty Hy s '80110120 ETO4A MODIFIED QUEENPOST 1 1 I (optional) Woodinville Lumber, Woodinville, W 98072 4.2U1 SRi s Aug 24 2000 Mi i e Industries, inc. Wed Nov 1b 1J:Ub:S/ k000 Page 2 NOTES 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 25, 2 lb uplift at joint 27 and 332 lb uplift I at joint 28. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. i LOAD CASE(S) Standard z i i 1 a , w : , ¢ J f UO O • W = J H CO I1 w • 2 . �a = a t— w I Z F. I— O 2,n • J CI 'O CO ■ o I-- w W ` —O w z U) h-=+ z • . 1, I • • i • ,' , 7 I 1 " ' . !' . 11%f ``jam�/, t • Y r`��- �ds17tE t 'r ' • 146 ^ 'l it: ��h WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. f; fr_ ,,i... 425 4 88 . 1818 ' °°` This design is based only upon the parameters shown, and Is for an individual building component to be installed and ,,pt�M 111111, �lt+V t4 ( ) r. , y loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the .� p � (425)- 488.8773 Fax �• � ; 1 responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss r. r .•* 1 " members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure ,�i2�s;s,r' -, 1 stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality *� c' ,,^ j „r ,• storage, delivery, erection, and bracing, consult QST•88 Quality Standard, DSB-89 Bracing Specification, fr. r • , . II • Installin • and Bracln • • ommendation available from Truss Plats Institute, 583 (380) 757.8500 I L� \� __.__.s;.w • ...;.....'� .. ., .i br ...rs:' . : �.t:_..o.+`.c::,. .....�.ww,+r "nw.u'., ,,, ,.. « - (3111/14574417.51,F 1� • vn •-•.,+. _� ti l -x 1 �,/ +- � . .., :` FT65-i1r7.1 ss ) i russ Type Uty Hy I B0110120 IT05 FINK 1 1 I (optional) Woodinville Lumber, Woodinville, WA 98072 4.201 5R1 s Aug 24 2000 Mt i e Industries, Inc. Wed Nov lb 13:10:13 2000 Hags 1 • 11 -6 -0 4 -6 -14 1 8 -6.0 1 12 -5 -2 1 17 -0 -0 1 20 -0.0 i 40 -0 -0 41 -6 -0 1 -6 -0 4-6-14 3 -11 -2 3 -11 -2 4 -6 -14 3-0-0 20 -0 -0 1.6 -0 Scale = 1:78.6 3x6 = 5.000£ Z 1 0 11 1213 14 15 16 1 7 18 W 3 2 6 to W 3 ` 27 28 J r 1 2 _ � ` �, . ��a lith 29 30'' 111 O of ._ �.L s ►: �: �:■:�:�:�:�:.:v:�:�:�:�:■:•:■:■ �: r. �: �: r :�:�:�:�:e:�:�:fr■ FT 3x4 it 3x6 = 50 49 3x4 II 4V 4%5444312 41 40 39 38 37 36 35 34 33 32 31 3x6 = J • LL Q • 3x4 = 3x4 = 3x4 1I 3x6 = . - CO 3x4 ti = CI F- W Z� I 5-10-9 I 11 -1 -7 I 17-0-0 } 40 -0 -0 I Z O 5 -10 -9 5 -2 -13 5 -10 -9 23-0-0 Ill u LOADING (psf) SPACING 2.0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP U N TCLL 25.0 Plates Increase 1.15 TC 0.34 Vert(LL) -0.05 49 -50 >999 M20 185/144 0 _ TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.08 49 -50 >999 p - 1 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.02 48 n/a W W BCDL , 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 240 lb I ' I , U Max Grav2= 625(load case 1), 44= 27(load case 2), 48= 820(load case 2), 45= 169(ioad case 1), 43= 188(load case 1), 31= 273(load case 1), 32= 14(load case 1), 33= 116(load case 7), , 34= 96(load case 7), 35= 99(load case 1), 36= 99(load case 1), 37= 99(load case 1), %- M 7. 38 =99 load case 7), 39= 99(load case 1), 40= 100(load case 1), 41= 96(load case 7), \� w , O ' ' 42= 77(load case 1), 46= 39(load case 2), 29= 207(load case 7) O M //4 i t A I ' ' x CI FORCES (lb) - First Load Case Only ' - 7 . TOP CHORD 1 -2 =36, 2 -3= -915, 3-4= -753, 4 -5 =231, 5 -6 =273, 6 -7 =306, 7 -8 =282, 8 -9 =273, 9 -10 =296, 10 -11 =322, f r X 1 , 1 e ra 11 -12 =261, 12 -13 =283, 13 -14 =235, 14 -15 =230, 15 -16 =283, 16 -17 =294, 17 -18 =289, 18.19 =289, 4 � 11`, 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, 4849 =810, 47- 48 = -252, 46-47= -252, 45- 46 = -252, 44- 45 = -252, 43- 44 = -252, 4 23381 42 -43= -252, 41 -42= -252, 40 -41= -252, 39- 40 = -252, 38 -39= -252, 37 -38= -252, 36- 37 = -252, 35 -36= -252 � 0�, 43,, F 4'' i a;: , 34 -35= -252, 33 -34= -252, 32- 33 = -252, 31 -32= -252, 29 -31= -252 C1,ST01 c.0 " ' WEBS 4 -52= -980, 52 -53= -985, 51 -53= -1042, 51 -54= -1105, 54 -55= -1145, 55 -56= -1153, 48 -56= -1163, � SS/ ONAI. ° ` .rte ^' 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- 36 =-85, 21- 37 = -85, 20- 38 = -85, 19- 39 = -86, 18- 40 = -87, _ ._ . ___- a , `i 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 EXPIRES 12,7/2001 -^---� `,, y i $; . . v a NOTES 40 1) This truss has been checked for unbalanced loading conditions. ' ( jh . C ontinued on page 2 i Ia # g WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. ��•'� t' :' . YIal" Lu ata (425)488-1818 This design is based only upon the parameters shown, and is for an individual building component to be installed and ",,p1M 14 t loaded in the plane of the truss. App{icability of design parameters and proper incorporation of component Is the • O�- 11010 Art (425)488 - 8773 Fax _• ' . responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss l` . ,,t sr %,'' 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 ,, ' ': r, ' control, storage. delivery, erection, and bracing, consult QST-86 Quality Standard, DSB-89 Bracing Specification, , . and HIB•98 Handling Installing and Bracing Rscomm.ndadon available from Truss Plate Institute, 583 ., , ( 'J�a y , , . .. .,. ....;.. ,.. .:. '. .- \� -JI - -� 1111 !1'f�/l .r .....u...« . .. .. ....... . .......... ......m.. ww �•• w...... r... ..- w. ... 'ih'xev ) , . . v.. F . +J �. k 7f V • , ' ^•':Mt .N" 380) 757-8500 ... ., ........M., �. 18Q •75 7 a l y -___ . _ .. �\ ■ 1 - -- - - ■ Jcb mss Truss Type Qty Ply B0110120 T11 ROOF TRUSS 2 1 (optional) Woodinville Lumber, Woodinville, WA 98012 4.201 SM1 s Aug 24 2000 Mi I e Industries, Inc. Wed Nov lb 13:0/:44 200U Page 1 1 -6 -0 7 -5 -14 1 14 -9 -0 I 22 -0 -2 + 29 -6 -0 1 31 -0 -9 1 -6 -0 7 -5 -14 7 -3 -2 7 -3 -2 7 -5 -14 1 -6 -0 ' Scale = 1:59.8 4x4 = 4 1 Z i F- 5.00 fir ,i-- W Ce 2x3 2x3// 6� frl 3 5 U O 6 \ . to W W. J • 2 N U_ 01 - 6 7o WO Y 4x4 = 10 9 8 4x• = J 3x4 = 3x6 = • U- i 3x4 = CO C! = W ~_ Z~ I 9-10-15 I 19 -7 -1 I 29 -6 -0 I Z O 9 -10 -15 9 -8 -3 9 -10 -15 W W . Plate Offsets (X,Y): [2:0- J- 6,0 -0 -2), (6:0- 3- 6,0 -0 -2) 2 D U 0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Weil PLATES GRIP 0 CO TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.35 8 -10 >999 M20 185/144 p H , TCDL 7.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.56 8 -10 >621 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.08 6 n/a w W W . • BCDL 5.0 Code UBC /ANSI95 1st LC LL Mln I /deft = 240 Weight: 94 lb I— 9 LUMBER BRACING L O Z TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. U N WEBS 2 X 3 SPF Stud /Std H H . REACTIONS (lb /size) 2= 1185/0 -5 -8, 6= 1185/0 -5 -8 O Max Horz2= 15(load case 4) Z FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -1999, 34= -1703, 4 -5= -1703, 5-6= -1999, 6 -7 =18 BOT CHORD 2 -10 =1833, 9 -10 =1243, 8 -9 =1243, 6.8 =1833 WEBS 3 -10 =-415, 4 -10 =533, 4 -8 =533, 5 -8 =-415 1 . • , NOTES 1) This truss has been checked for unbalanced loading conditions. ti R. � . • 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 O t WAN ��►� psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy • O� vpd category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 - ,r; . O 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 ` ),V" ' i ' /rI • 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. 23381 � � • • 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. •P LOAD CASE(S) O A ICI Standard � �' � Cl•STt�K V _, �;+ °J "` SS � I ONAL EEO ',. r':,7 ,7; EXPIRES 12/7/2001 / `; AAA c+ t rt i }T ti yi sz rt VA Jtt r t WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE B USE. Liz,' This design is based only upon the parameters shown, and Is for an individual building component to be installed and istilI LO LUA • (425) 488.1818 "{ ' " loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the .4 0r.- �W (425)•488.8773 Fax , - s. , 1�,�, tT,4 Y s'.1, responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss k4 members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure r i. l ...:24 ` K' r stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality / \ t tt:'> control storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, , ' '� N � (380) 7574500 1 E and HIB•98 Handling Installing and Bracing Recommendation available f rom Truss Plate Institute, 583 - �tl, Y $ ( 380)•757.8758 Fax \ .. • rWMXIMKS : T..r \CvM`.'c M*fiNNAa�... _ : .. a ...,,.,... w .•�'•' ww 'm ° `,y w1 , 1 LUMBER BRACING lL 0 TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 4 -6 -6 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. .. Z Lii WEBS 2 X 3 SPF Stud /Std U OTHERS 2 X 4 SPF Stud /Std F- 1 REACTIONS (lb /size) 2= 871/0 -5 -8, 6= 871/0 -5 -8 O Max Horz2= 11(load case 4) Z FORCES fib) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -1345, 3-4= -959, 4 -5= -959, 5 -6= -1345, 6 -7 =18 . i BOT CHORD 2 -8 =1230, 6 -8 =1230 WEBS 3 -8= -378, 4- 8=410, 5 -8= -378 R -O � i J o S • N ) This truss has been checked for unbalanced loading conditions. WA 4, 2) This truss • has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 . 4b i' C . iti psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy f . •, - '• o category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBCIANSI95 ! j : f/ f , If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The 4 it , 0 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" * 233 � � 4) All plates are 2x3 M20 unless otherwise indicated. °,4.1 kP C►,STw a f �� t `� � 6) This truss has Gable studs p been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per - S ` s 10NA1 CA Table No. 16 -B, UBC -94. 7) This truss has been designed with ANSI /TPI 1 -1995 criteria.' is ` } �' EXPIRES 12r7 x °.'i "w F .. ,,,_, LOAD CASES) Standard , KY, 4 - '' ,kf 4 >t o WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. lain LU i r , � ' This design is based only upon the parameters shown, and is for an individual building component to be installed and t+N ., . loaded in the plane of the truss. Applicability of design parameters and proper Incorporation of component is the .� � �� Iq (425) 488.1818 3. Pt (425)- 488.8773 Fax responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss )' ;u • 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 W ° e. control, storage, delivery, erection, and bracing, consult QST-80 Quality Standard, DSB.89 Bracing Specification, t , � , r M and HIB•99 Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 (380) 757.8500 / w,. ,,,g' • Inginamett rt.... (380) 757 -8758 Fax / y \ w ; m tia :4 .;a .. , .....1; .s 4$5W4sr?r •t. a }'; "+r t l - I - - I . '�.. ti . 5 , I Jcb truss Truss Type City Hy 180110120 T14 MONO TRUSS 2 1 I (optional) Woodinville Lumber, Woodinville, WA 98072 4.201 5111 s Aug 24 2000 Mi le Industries, Inc. Wed Nov lb 13:U9:23 200U i-'age 1 I -1 - 6 - 0 I 5 -6 -14 10 -6 -0 { 1 -6 -0 5 -6 -14 4 -11 -2 Scale = 1:31,7 ' 2x3 11 4 1 Z I S W 1 5,00 72- 2x3 2 u � v I rn 3 0 O v ■. W Ca J I W LL, 2 .. uj 0 i ►t. ►mot 3x4 = i a - 3x4 = w H = Z (_ I 10-6-0 I Z 0 10 -6 -0 I LIJ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (lac) I /deft PLATES • GRIP D 0 . TCLL 25.0 Plates Increase 1.15 TC 0.45 Vert(LL) n/a - n/a M20 185/144 V N TCDL 7.0 Lumber Increase 1.15 BC 0.28 Vert(TL) -0.25 2 -5 >482 0 H - BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 5 n/a ' BCDL 5.0 Code UBC /ANS195 1st LC LL Min 1 /deft = 240 Weight: 35 lb W lU .. LUMBER BRACING I- F- TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. L I o BOT CHORD 2 X 4 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. Z WEBS 2 X 3 SPF Stud /Std W l REACTIONS (lb /size) 2= 487/0 -5 -8, 5= 376/0 -5 -8 P H ' } Max Horz2 =174(Ioad case 3) Z Max Uplift2 =- 6(load case 2), 5 =- 13(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -397, 3-4 =0, 4 -5= -160 ' BOT CHORD 2 -5 =363 WEBS 3 -5= -398 R, M0 CI 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 ;S \ 0 1VgS /i, � A psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy • Q 4. ' e., `- category I, condition I encloseung, of j d bildif dii 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANS195 ∎ - �3f p If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The / , ,. • - i lumber DOL increase is 1.33, and the plate grip increase is 1.33 • I' /I r I i 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2 , • • 1 and 13 lb uplift at Joint 5. - 2338; Cr • 3) This truss has been designed with ANSI /TPI 1 -1995 criteria. 4 4, I LOAD CASES) Standard O tt∎ • • IS _ I ON AL 12!7!2001 EXPIRES � ■ , 0 A rr ::!.. -' ; } Yl r f WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. ` 7T' - + VILL■ 1 (425 488.1818 �� ,^•?;.. ' � This design is based only upon the parameters shown, and is for an Individual building component to be installed and �� LYyf loaded In the plane of the truss. Applicability of design parameters and proper Incorporation of component is the 4 1 ( 425) - 488.8773 Fax responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss > . t` , members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure ir�fi -'``: ,tj stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality t'A,,. , control, storage, delivery, erection, and bracing, consult QST•88 Quality Standard, DSB•89 Bracing Specification, \ •98 Handling Installin I g and Bracing Re coendation available from Truss Plata Institute, 583 (380) 757.8500 ,t ,.;j' 11 3-98 (380)•757.8758 Fax „� y, X)+M+i,}� .,+.ISM.'. rtY.T. :M•.. -/'n mm . id 'iW7YNpw1..- n•..I.x.,..,., . vw , (�M4/ »T"K .:.. ■ plan , .- 0 \ ...,.... ttv:....o LL�,,,a,,::',,A ,.Av...,rt5ia:... I' t,. ., ,_._...,.,...„.:. . — k • . . : ,. ,tap .r ; , ekk ",i ..-0........,,. , „4., •,` 4 SEGA Engineers , . Project LCH 470 ' 1 / 2 " GWB 2,2 F ` {' " €,n :; ft "ark t .ii., z 9,0 psf Copyright 2000, SEGA Engineers ' . . SEGA Engineers / Project LCH 470 ` /Structural & Civil Consulting Engineers Job No. 00 -080 By: GAT 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 11/28/00 Sht. 3 ' LATERAL LOADS SEISMIC Sect. 1630 Z Maximum Base Shear, V = 2.5 C I W Eq. 30 -5 \.. , z R e: w 6 , • / Z \,. 1.- Z �W . _J U 0 10 0 w w . ' "J,_ 1/) ii., ■ w 0 SHEAR WALL SCHEDULE u. a =d 111 . r . Z . Mark Minimum Sheathing Sole Plate Anchor . Remarks z O Sheathing (1) Nailing (1) Nailing Bolts (3) w : :: Min. 3/8" T1 -11 6d @ 6" o.c. 16d @ p 8 "o.c. 5 / 8 " @ 60" o.c. Qall = 195 If v O / O N or OSB pt- • wW E>. ' OSB 8d @ 3" o.c. N/A 5I8 @ 19.2" o.c. Qat, = 450 plf U • t - .- ,- v : .r7- — - " - "C7 '\ t t • GEOSPECTRUM CONSULTANTS INC 1. r . '� � , :i C ' � :' fir- �. i . • t t.,' c 7 • cf - - nfcc/ Er- gin ringe er EcrY-/- Scie nces z j ~w — J C.) February 10, 1998 FILE GOPY N 0 I l t_ .. l "-- . r ^ t t . -. r t .. a- w w al i I Unl r- 110 J F- • 11 b u_ O ,. j Mr. Richard Schroe 2 • Happy Valley Land Company g 5 P.O. Box 1324 • CITY Of TUKW1U1 N a • 1 Issaqua WA 98027 APPROVED = 1--_ I Subject: . GEOTECHNICAL EVALUATION JUL s ��� 1- ° z �- Proposed 16 -Lot Foster Heights Plat Development A5 J 1It.0 1- 1 South 146th Street & 51st Avenue South -:-- 2 o Tukwila, Washington ' [J to Df ° o F- Proje No. 98- 103 -01 1 w W I� ' Dear Dick, LL O This report presents the results of our geotechnical investigation performed on the W u site of the proposed Foster Heights residential development. The purpose of the H z investigation was to provide geotechnical engineering evaluations of the site ° l conditions and geotechnical recommendations for site grading z . 9 g g including optimum timing of site grading and general recommendations for site development. • i I { A preliminary plat map prepared by Baima & Holmberg, Inc. dated 9/12/97 was i provided to us and used as a reference for our site explorations and our evaluations i and recommendations. • Based on the referenced plat map shown in Figure 2, the proposed plat includes 16 lots within the subject property. Access to lots 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. J tai€ �...:.s Although no site radin exists at this time is expected that cuts and fills of only pr.: `s " 9 9 9 P Y ' '4s; r -lLdi about 5 to 10 feet will be required for street construction. 4 single family residence lots is expected to be one or two story Pi g: Development of the sin r 1 9 Y P rY ., 2;,. 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 loads exceed the , - • }:r. above values by more than 25%, this office should be notified.' Z a t • 1 4, T °t Y - ct4 + i , , / n o,n ^;_n^ . r,mcne• (200) 391 -4225 Fax: (200) J 1- - .22:. -�� , F^ •t:t' i':.i ::.:,," ,..tid�n,r.cv+:r;k[;; +. 4i« ..iC:>...: .;"- SrttefxT,�+dt', >ex +c..«.., ..... .».vm . +rec. �rl ` , . . • Happy Valley Land Co, • February 10, 1998 ' • • 4 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 o Reviewed published geologic mapping of the site vicinity. , 1 z • o Performed a reconnaissance of the site to observed surface conditions. J o Observed the excavation of 5 test pits to depths ranging from 4 to 6 N o feet below the ground and excavated one hand -auger test pit on Lot PP P 16. Approximate locations of the test pits are shown on Figure 2. i U) u., o Continuously logged the subsurface conditions, as encountered in the ui 0 test pits at the time of excavation. Logs of the test pits are presented 2 ri on the summary sheets of Appendix A. a. a U a o Performed geotechnical engineering evaluations of the site and F i developed g eotechnical re commendati o ns for site g r ad ing and general z F 4' site development. z o • h o Prepared this geotechnical report summarizing our findings and M Ill o recommendations. U o ff' w • — OBSERVED SITE CONDITIONS ill/ At the time of our field investigation the property was undeveloped except for the w z existing residence and out- buildings on lots 5, 15 and 16 as shown on Figure 2. c) 0 Vegetation on the site consisted primarily of blackberries with grass and scattered o 1 fruit trees and maple trees that ranged up to 3 + feet in diameter. z Topography in the general site vicinity is gently to moderately sloped down to the 4 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 , �4 the site is gently sloped with gradients ranging from about 7 to. 22 percent based on . 1 the topography map. Steeper slopes exist on the eastern half of Lots 15 and 16 0 where gradients of about 40 to 50 percent exist. • rti .. $ibso'ls 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 49 were enerall • found to be natural glacial till soils with localized areas of fill soils. ;,;,.. i 21 rim We no noted pparent 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 o - : 4. . :,se"P �' • sandy silt or silty fine sand with gravel. The weathered soils were generally sort or a : r loost to-dept bout 2 to 3 feet below the natural surface based on the test pits 1, A,,WPZ +c.'a: � "•f:• . X7:7.•:0.; !`Fkt Project No. 98- 103 -01 Page 2 t`'` t. xr 4 i 1,..1, ,, -, - — - - - _ - - __ , - - , ' on Figure 2. Lu T he site soils were enerall classified as ve moist to wet and measured moisture g 5 t 9 Y rY u. a c ontents were generally high, ranging from about 17.1 to 40.6 percent. Most of the cn D soils had moisture contents between about 20 to 30 percent. Seepage was typically = w observed at the base of the upper weathered soils in Test Pits 1 through 5. Z 1 Ground water was observed to rise to about 9 inches below the fill surface in the I o hand- augered Test Pit 6 east of the existing house on Lot 16. w I- uj U CI Subsurface Variations N . of ' w � Based on our experience, it is our. opinion that some variation in the continuity and = 0 ► depth of subsoil deposits and ground water levels should be anticipated due to L I o natural deposition variations and previous onsite structures and grading. Due to Z seasonal moisture changes, ground water conditions should be expected to change c.) with time. Care should be exercised when interpolating or extrapolating subsurface o 1 l soils and ground water conditions between or beyond our test pits. o f I 1 SITE EVALUATIONS t 1 . 1 General 0 i . The referenced geologic map of Figure 1 indicates the site to expose glacial till (Qt) iYntfitirY'.a'- MBw ; v. k , • • - • Happy Valley Lana 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. z a There is always risk involved with construction on or near a slope and the lot \,, 'a w 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 o most likely to be shallow failures occurring during the winter and spring months due N o to increased soil moisture conditions and during earthquake shaking due to co w additional dynamic loads on the slope. In our opinion the risk of damage due to J instability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15 co w and 16 is considered moderate to high due to the wet conditions, the steeper slopes w and existing fill. In addition the risk of shallow failures of the very steep road cut a ie long 51st Avenue South is considered high. Risk of slope failure can r 9 9 P be reduced w a by incorporating proper engineering design and providing and maintaining control of N d surface runoff and subsurface drainage. x w z . ? F- , F- o Site Grading Considerations w w Currently no street grading plan or street profiles exist, however we expect that v w cut/fill depths should be on the order of about 10 feet or less. We expect that the o • F.. grades for Roads A and B will primarily be within the upper weathered soils which w w will not be suitable for direct subgrade support. The soft/loose weathered soils x 0 should be excavated from the street subgrade areas to expose stiff /hard soils and u o structural fill placed to the final street subgrade. w z Q Based on our experience the onsite soils will be quite moisture sensitive with regard o rz I to grading and compaction characteristics and the measured moisture contents z 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 or other retaining walls. Residential Foundations :.,1_ , ,i 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 ' .:44e, , : 4. on the very stiff /hard natural soils should provide good support for the residence : YR . , / structures. Where grading is performed to level specific lots for development, all fill ft, 4 4 should be placed and compacted as structural fill. � .., iv) ' Project No. 98- 103 -01 Page 4 ' . r Y..: «+.?1.,'a7L4f3 d!4!ti+ A:irw.;i.u.'.s .. , .. , ntT:x ,,, ••c..; : 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. a \. z re w Site Grading JO UO . • 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. ,$treet Subc racie Preparation The street pavement section (base course and A.C. paving) should be supported on -" .•`, k a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry `,. '' . Y tt . r s- ., '`a y� ... K E density. Subgrade preparation should include stripping of existing vegetation, %: topsoils and soft/loose weathered soils in accordance with the "Site Preparation" ,r P. recommendations. , ' '. . Where unsuitable soils exist at subgrade level, subgrade preparation should include .:A, : :; "!, 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 • p; k accordance with the recommendations for structural fill except that the top 6 inches ° x' :, Yi h„ f: . a,�1 Ali s Project No. 98- 103 -01 Page 6 _,. . Egp 1i.,,,,....”.. 11 0 1 7vJ!sSrtM'a+ ,,.x.rt>:-rn'c,w / ... ,- MSaw. M....rM`+- ...a...,. - ....,.;...,,.:.,� .n .v. •... ...............:. r.:......,.. r.. u,. .s....,<- aw.- •Nfi'1f1V:T+iiC^S, tie. Y /k`k +2.Nt "{'7Yi11tW4ii�Y�#Md-"� - \ • ; • 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. . , -- - - , - - 1 • • • 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 Walls • z walls as referred to in this report are walls which , i Cantilevered retaining z 9 P yield or on an equivalent fluid density of 35 pcf. This pressure assumes that there is no 2 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 u- a load. . = a I - Ili Static design of walls structurally braced against movement should be based on an • z equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a z o horizontal backfill of properly compacted free - draining (imported) granular material w w and that there is no water pressure behind the wall. Uniform lateral pressure due to 2 o a uniform vertical surcharge behind a braced wall should be computed using a O cn coefficient of 0.45 times the uniform vertical surcharge load. o I ww Seismic design of retaining walls should include a dynamic soil loading based on a I 0 ■ . 0.24g 475 -year UBC recurrence ground motion level. Dynamic soil pressure should "-- o be assumed to have an inverted triangular distribution. The dynamic soil pressure iii z at the top of the wall should be at least 20H (psf) where H is the height of the wall ()El above the footing base. The dynamic soil pressure should diminish linearly to zero o �. at the base of the wall. Combined static plus dynamic soil pressure should be used z 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. Backfill 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 less. Backfill within the drainage zone should be a clean sand/ ravel ";` 4_ mixture with less than 5 percent fines based on the sand fraction. A membrane of '%,' ,;ra Mirafi 140 filter fabric or equivalent should be provided between the drainage zone NT: ` :1; material and onsite silty soil backfill. Wall drains should consist of a four -inch . ,k. i ' a, 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 ;ire, ;,� . should be capped with paving or 12 inches of silty soils to reduce surface water, , infiltration. b �k hr..r.m, Project No. 98- 103-01 Page Eat) .,._. t. .. n%.. .. , .... ..4 .. ./ .1 •,wA , , f • 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. Drai.age Control . z Surface drainage from the adjoining upslope areas should be controlled and \- , 1 w diverted around the development area in a non - erosive manner. Adequate positive CZ drainage should be provided away from the structure and on the site in general to 6 al • prevent water from ponding and to reduce percolation of water into subsoils. o o 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 w z P 9 P p areas. w N • 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 Z implemented and to make any supplemental design recommendations which may be _ ,,,,,..,F3,.., 0.,,.:, , .y.:., . _,.,,,,.,.., ‘3, ,T : required. _ 1- Z r J V •• -•. •! .l• _ I! • 1g •o •I o co 0 Recommendations given in this report are based on the assumption that all J development construction will be performed under engineering observations and N , testing. All structural fill and backfill areas should be observed by a representative w o 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 a� 5 testing laboratory. All footing excavations should be observed prior to placement of N steel and concrete to see that footings are founded on satisfactory bearing materials = a and have proper slope setback. Z= �- w I-o Zi- CLOSURE ? o This report was prepared for specific application to the subject site and for the o N 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 = ui - o ordinarily exercised by local members of the geote profession practicing under similar conditions in the same locality. • We make no other warranty, either 'express or implied. N Variations may exist in site conditions between those described in this report and o I 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 CONSULTANTS, INC. �ry -- ••, Z James A. Doolit c H. , � - ° q : —r 7 (0 ? ' " Principal Engineer iG �''4� •� A - : . : End Fi u res 1 and 2 �' •• L . z 623 • Appendix A - o " � �` °�� SS ��N AL. , ' . . . Y� ' Dist: 1/Addressee , ' 1 ; 2 /Baima & Holmberg, Inc. EXPIRES 3/19 / q K • ; ' i r its ' k5� . Project No. 98 -103 -01 Page 10 t.r�� Ni r, • 4 .Y ,.. .. .. ... • r-: i•; c,:, rP. pa,., ct,:.,. n, Yw. nvs,.'.*. i.<a..,s:..x.+.i<:,.eu:�c:. 4lia;c Ekla a.+,i..t,...tn:..:w::. _. o . ,. .-. . o .. • m .+,•..,...,...,..,,., .,r:......,..<,....... n , ...,, r: rruw N.+r,,y Y ..:t.e -, -- ..- _ __._ ..- T .. _ - \j� \ _ . ^`'-% ,arlf,ne t 911 : r �•. \- ' i 1 , ,.. t' ( I .7".•,,,.....1,.... , .: • Q -. . \ .. "/_ 1- F- \ .I�iyerton,(ieizh ._t: v 5C T • ) 1-/ Z••: � t a � c4 � LL is i^ r- ' _;� �; , '' s �, \ .� 1 .ti; Y ` s c ':: ., C l \, W Z I. `t \ ! ., ' -__'-�- .. \ yt _ '...e. z. •t. Y r. _•s.- .....�•,� • l a c r : jj jj,,��,, _ - - - • i'� \ : , ■ ∎!•! , • ���.� : . ( _�i : ,•. •1. .1. j':; V ', \ i , :\h ' : , • , 1 tr`^ \ : ° a ; • t ?i1 Z 7z•2...av I i (:i.i•W„nin ten 1 # • }.. /� ..... .\ 1 t rI ; \ • 1 , r Ct i Mem Itei • 7 .I �• I � F. 'I 11 ..\..t ' �� 1 � It 1 I 1 I Cam' , \ . \. _ 1.... �,' `y, /� .... . • 1 \ I- -'� .:� • _ ' ii ,, (� I i h . t , . :\ ; ` ' ':r.. V ;_y:• •I :' ! ' 1 . (ti } I , I � : i .:: a � " , l : , • • ° • ,y • i \ ! ' 26 1, 5 • \ I \ 11 ' 1 27 / j \ • / t : y , i j /-\ < } i , 1 'i j \ !\: . i 1 _ ,;t� ,� ' i 1 1.1 !I. 1 Qa �\._...., ;r e 1CAT ILEI (TACOMA /' , \ ' i I i • / -_s_ = --� \ \ i) 7 ,. ....„. 7. . ,s . • ref: Preliminary Geologic Map of Seattle • 5rs�1..r and Vicinty, Washington, by Waldron, I ' Mullineaux and Crardell USGS Liesch, ,, e ��; F ' i, Nlap I -354, 1962, scale: 1 " -2640' ;t. ' "' SITE VICINITY GEOLOGIC MAP *� • Prop Foster Heights Develocrient. °!'i F GEOSPECTRUM CONSULTANTS, INC. 14 Street & S1 st Avenue South ``fMV South •;.: ,t .a.: Washington a { .:: Washi o �� . Tukwila, h •• TIJc i .. .s'.� •, gt \ i �'� My rY �. N r. • G otocnnlcal Eno /nooeJn ncJ p o Earth Sc /onto• .ii.V•' ^'ti ;. . o Proj. No98 -103 Date 2/98 I Figure 1 ., «I �?;l ri ,,, :, .. . . ,. . • : \ • N • , • t I I -4I _1 -, y\ .1.•11' kj ' rdL: 1... '� � .- z�_�1� `v ''M' . -• .J ___,__1 J � 7 . 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TACOMA Y :t• 1 4 : \• t • 1 �' \N _/ . i J ! -% ii' r 2 : j I kt 4 • ref: Preliminary Geologic Map of Seattle i 4::::: and Vic Washington, by Waldron, � 1 f { e Jn Liesch, Mullineaux and CYar,dell, USGS \ N' � ` Map I -354, 1962, scale: 1 = 2640' SITE VICINITY GEOLOGIC N P '" f ' '`` D Heights Lev , t . ' ` ti t !! 1 ` : Proposed Foster elo - rte a - CONSULTANTS, INC. 146th A 51 s� ^. , uth `` {; ` ' • ;. South 146 Street & 1 Ave_ t_ . •• ; `•��`1 . • GEOSPECTRUM CONS . ; raikeri la Washington kt< Gvoracnnlcol Enplr',o -h-7 o ' n Eorrt, Sclonc 4�..:1' }'' " "" Frcj. Nc98-103 j Date 2/95 Figu :e t ? i: n , ...... ..._r.....,.:....,. v:, ... .. ,..., .r , .....,n. File: D 02 -0134 35mm Drawing #1 s\ - .. e. . - ' . ) - - - . - .• , • ,. • ) : , - I - - i - ,.4r �1 • I - .- . -- � . I i .4t b'`iit by: Earth Consultants 425 746 0860; 01/11/02 3:45PM; #811;Page 12/17 a s 1 E arth Consultants Inc. 1 \\ 11 / / \ I c )114111∎ ill I :MAIM uirN. ( 41111 ){MI.til$ & 1'.11 '117' u>u')Y1111 :+1'14'1 IIIK11 I Z 1...z ce w I January 11 2 002 E -9920 6 0 i FILE COPY 0 0 .. cnw City of Tukwila • - • Department of Community Development N u_ w I 6300 South Center Boulevard, Suite 100 2 Tukwila, Washington 98188 g Q N R Attention: Ms. Joanna Spencer, Development Engineer = d I- I lil Z Subject: Geotechnical Review - Lot 7 CITY Of TUKWILA z Proposed Foster Heights Subdivision Residences APPROVED z ui South 146 Street and 51" Avenue South D o ' King County, Washington JUL 1 6 2002 0 D ` . of- . AS tiff ILD i w . . . Reference: Geospectrum Consultants, Inc. E- 0 . i..Dt t 'VTStO�'J - j- ■ Geotechnical Evaluation 0 Foster Heights Plat Development v co Tukwila, Washington 1 1 z . Drawing FI-1 -7 I Site, Utility, and Drainage Plan nlT _R, CEIVED • Foster Heights, Lot 7 T UKWILA . NA`( 1 2002 . • Dear Ms. Spencer: , ENTER In accordance with your request, Earth Consultants, Inc. IECI) has reviewed the . referenced geotechnical engineering study and drainage plan for Lot 7. At the • request of Long Classic Homes, ECI has assumed the role of geotechnical engineer , , of record for the project. Based on our review, ECI is in agreement with the geotechnical and drainage recommendations for Lot 7 . 2 " 1 4( i¢ lipi,.M.i %11 ; (til Via l' D 0 I ovi / 3 q ,,,,,k, , .:,„,,,,„,.,.,„ k 1 ,0 ,, .,,, i 4., -_...- .... • • -_ _....- _...__..- .. .. ,„ ): 1805.1361h Place N.E. . Stite 201, Bellevuo, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 7 oll Free (888; 739.6670 k U:F�1 ��k.,,��..TSsi .r` ..:.:::,:,'..,,:.... , .... . i' . ........ . ..:. . . ...t..v o w.m,S_4_ _.,_:.:.,.,.. w..... ..r.r.w.r+ww....0 r .. .... ..... .... _ ....... «.....r.... "WO w.. : .,.«ar.....nwe:.,NAb.* ww .... i riAJ'Hell i ,,\ ;I St.�t by: Earth Consultants 425 746 0860; 01/11/02 3 :45PM; #611;Page 13/17 f l . . f I City of Tukwila E -9920 ' 1 : January 11, 2002 Page 2 , 1 We trust this information meets the geotechnical plan review requirements for Lot \,. , i z 7. If additional information is required, please call. ce w 6D I co Respectfully submitted, o w W EARTH CONSULTANTS, INC. WLL ' W 0 •N A. 0 D I : ip Olt \-s fri w 11 1 L te,2_ in.. a I VII 1 A ,, z F � � z W = p Raymond A. Coglas, P.E. tEXPIRFS - 7 /2. O Project Man ager --- , o� RACljme I Ili U: cc: Long Classic Homes z z Attention: Mr. Doug Pulley iii 0 0 z ■ i I I i >;i =1r' :: I ' Ty e�•. ma c: t . F r i i ! `'ri ,,,1 Earth Conaultanta, Inc. / , t . .. ,.. ..•. .. .... .. .•.. _.,...... WwM•V ._,..u.u4: r....L+.«+. ,wn.n.+.,.nm......nww. -w .xw ,.. ,., ..a..wwr.+«.......e. tYSU•.+. r,+. vs} rv+ tPRRkNS}. NwwnOiwYn'ww.eu+...,..n.ww.cvt U« i i 6 . ,'` I i 4 ,f`� , �� ; �1 • - • i Earth Consultants Inc `f 1, 1 00 `, Geotechnlcal Engineers. Geologists & Environmental Scientists April 18, 2002 E -9920 z i- ; z Long Classic Homes cc 1624 Pioneer Street m Enumclaw, Washington 98022 o o co Attention: Mr. Doug Pulley � ! to u Subject: Vapor Barrier W 0 i Building Slab -On -Grade g 11 Foster Heights Subdivision u_ a # Tukwila, Washington = d � w a z1 1 Dear Mr. Pulley: 1 z ° 1 In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix ? o concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its o co I use on several of our commercial projects. The additive is produced by Cadman, and is intended o as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive s w effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor F- r ■ 1 through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional L I O plastic sheeting vapor barrier. Cu co you an We trust this information meets your current needs. If have o ~ y y any questions or need additional z information, please contact us. DDI-050 D01-133 Sincerely, pot -OS I Dpx 139 \ EARTH CONSULTANTS, INC. DOI - 05') t�0( - 333 Dot - 060 10 ‘ - 33 (; 4:. ;o A. c Dol DO I 33 !• ►� •. pot -Uv 1 .DO I _33 I DDI-13a 00 - 3.39 i f( 7 0 '. Niltsio2. El t 1 -\ , r. 4, N %a = � s a k ' f ark. l 1 4Raymond A. Coglas, P.E. Project Manager ;, s; EXPIRES `7 /21 / ?AO , cc: City of Tukwila :A w Attn. Mr. Dave Larsen t` 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746.0860 Toll Free (888) 739 -6670 7,,,,,,,,7, . t, ,,, ,...,. , ,. ,,,., .', .. err,uA!m.cow,vmta.......asc� .na, 1 , __ ' _ ___, _ L, Letter of = Earth Con u Cants inc. . _ oeotechnl l En}�neers, c c olo�sts & Grnironmenr� scle nd sts T r a n s m i tt a 1 - 136 Place Northeast, Suite 201 1 �a y"' -- Bellevue, Washington 98005 Phon (425) 643 -3780 /Fax: (425) 746 -0860 APR 2 3 20Q� Toll Fre 1- 888 - 739 -6670 �%Cfll�11�7LIA1r 7 1,' DATE April 18, 20 02 TO: Long Classic Homes DEvP' �t� ,.,{ �; Z 1624 Pioneer Street JOB NO.: E -9920 Enumclaw, Washington 98022 PROJECT: Foster Heights Subdivision re 6 UO CO 0 ATTENTION: Mr. Doug Pulley CO LLI N u_ WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results • a N d ® Per Your Request ❑ Z Ili Z� Copies Date Description 2 4/18/02 Vapor Building Letter • o O co o- LU � - Li- 1 0 THESE ARE TRANSMITTED FOR YOUR: v w ® Information ❑ Files ® Approval ❑ Review and Comments ❑ Signature ❑ Distribution i _ O ~ ❑ D z REMARKS: If you have any questions please call our office. k . .__ . Thank you! cc: 1. City of Tukwila ATTN. Mr. Dave Larson 2. ATTN. I :- “ 1, 4. 1 f M1 * 3. ATTN. ' 4. ATTN. , BY Keri Bate ° ir A t ` ; ,�sx: rt H 'i- ., .. a• +;:a�• , t G; ..r.: tix,•, .,,:ina . ' , L .}r .; . y . ,:a,.. „,. ;.: .r.. ',w .:. ..... .. .... ..o- , .t - t ' Q 1 , fi . v' !�441A' Vini/I1kiP.`I AAVVYWA �t "`�4* w:e ..C � i`' i Q , •` Sent „ by: Earth Consultants 425 746 0860; 04/18/02 11:52AM;Jeff z N8; Page 2/2 I i Y4 I. . 1 , Earth Consultants Inc. 1' � ( ir,.OrH .hr lien' I•:, iµinrrn. ( irt.1 & Itt .j iwin Tuurngi!,4 I ,u1. +1. . } April 18, 2002 E -9920 z \ 4 =1` i- W re Long Classic Homes 6 = 1624 Pioneer Street o Enumclaw, Washington 98022 ; N W J H Attention: Mr. Doug Pulley N u- Wo Subject: Vapor Barrier g 5 j Building Slab -On -Grade ii. a I Foster Heights Subdivision d Tukwila, Washington z z F-o Dear Mr. Pulley: w In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix 0 concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its .0 D. : use on several of our commercial projects. The additive is produced by Cadman, and is intended i w' I as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive 1- effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor - o through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. i o 1 1 z We trust this information meets your current needs. If you have any questions or need additional . information, please contact us. Sincerely, EARTH CONSULTANTS, INC. MI r ` A . L� itjo2 , , t -: 1 cp, � . 4 • �, 1 I A---. P.E. !` ft”' ' Raymond A. _ .::;:; Z -.,..\ �. ,�., Project Manager ;,;!;;,„„A, . , , . , ; J N. , F , j rEXRIRES ��'�,QQZ f,r,r cc: City of Tukwila , -rt Attn. Mr. Dave Larsen :., a itr—, . i 1805. 136th Place N.E . Suite 201, Bellevue, Washington 9900b Bellevue (425) 643.3760 FAX (425) 746-0860 Tot, Free (888) 739.6670 L-J*.,,!, , ,,.,, . . _ . _ . .,.w , a...... a.,..,. •.act, ...w .. a, . . , w M �...�....M..... .... _ a ......_.u.aaa - .. .,....v.owwar , .� ... . . _ .. .rMryY• 4�gtNrxM W;b'P'hn'A1.M.Ylr , 'ViMWYtt, i , - ,-- _ - r - :` I • `' RMJT CO RD C { I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -134 DATE: 01 -24 -03 1 PROJECT NAME: FOSTER HEIGHTS - LOT 7 z SITE ADDRESS: 4815 S 145 ST Z I r4 111 i Original Plan Submittal Response to Incomplete Letter # v v 0 X Response to Correction Letter # 1 TO X Revision # 1 After Permit Is Issued co 0 } . WI R J I— I u w DEPARTMENTS: 2 Building Division ❑ Fire Prevention ❑ Planning Division ❑ co d I Public ore Structural p Permit Coordinator I w 3' Z Z F i I— O Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -28-03 LU ui U o €. Complete [V1 Incomplete ❑ Not Applicable ❑ O co Comments: CI H ci =W I— r__ Permit Center Use Only O Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U S :. Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: p I— Z . TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ 1 3 REVIEWER'S INITIALS: DATE: 4 . 4 u APPROVALS OR ORRECTIONS: DUE DATE: 02-25-03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ a Notation: ' REVIEWER'S INITIALS: DATE: x- ° ' Permit Center Use Only CORRECTION LETTER MAILED: `'x '' Departments issued corrections: Bldg Fire Pin PW Staff Initials: ax' ,l�'f�gl 1' j�j Pi f •. Documents/routing slip.doc 2.28.02 ilCzv' • s ; i • Y . - ■ ! , f PLAN REVIEW /ROUTING SLIP , N u_ W 0 2 DEPARTMENTS: ga J u_ Q Buildin D vision Fire Preve tion Planning g ision � — 0 AWE s •3s.o1- Gt, y ' � wleL t4-0- Z = Public Works Structural I Permit Coordinator I—. rel‘ ALt) G 1- 12 -o2- z o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 D o . O- CI 1— ' Complete Fr Incomplete n Not Applicable n W W Comments: u- O LU Z . CO Permit Center Use Only F- _ O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z i Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 1 TUES /THURS ROUTI G: : • Please Route Structural Review Required n No further Review Required n • REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 06 -11 -02 Approved n Approved with Conditions 2 Not Approved (attach comments) , i y ,t +i � q '_ ' + t 1,+ i �� art Notation: . REVIEWER'S INITIALS: DATE: . ' ON 014 V s �,y, Permit Center Use Only Atri; „' CORRECTION LETTER MAILED: o';. Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' , � ril n4 i Documents/routing slip.doc i ' . 2.28.02 r 4, PERMIT CORD COPY . 5' _. -- -- PROJECT NAME: / 4465 ' `l 7 PERMIT NO:. .:0Z -/34/ Site Address: il/ce'J" /vs S - 7 - • • - -- Original Issue Date: /7-va. REVISION LOG . .• Revision I Date Staff 1 Date I I • - Staff . No. I Received I Initials I Issued I Initials z f r �-' -03 i SIGS _ z Summary of Revision: ,(�2 , - A / � a � ' g r Revision Date Staff Date Staff , No. Received Initials Issued I Initials _. . • I I I I . Summary of Revision: • Received By: • K (please print) >A' , Staff 'u, ?' Revision Date Staff Date 'Y" i '`'' '� ' N » h. Fj1�1$: No Received Initials Issued i Initials 13, Summary of Revision: 1; F t•a m Received By: j*"' f (please print) _ ;'.�74, .1s vossimumeept , - .-- - -' ;� =�% •'• -•<' ', City of Tukwila ' o r * \ i • Department of Community Development - Permit Center a `ifir.' • - 6300 Southcenter Blvd, Suite 100 0 4f�� ', 2 . Tukwila, WA 98188 Ilk ...- .-•.— .. -.•• 0 (206)431 -3670 1908 z ''` w'i''S k''tF lF. u'%Et s ;` •,: rr e'r`r .� } i i ' Y ��.. ( z z \ , ' i 1- Z W yx t > y r ' ^ V ; u .4 i t 4M ; EV SUBMITTA �s �j I, r - �$ Q w sr J m `' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v p r through the mail, fax, etc. W = J 1— Ft //, ` / w 0 Date: Plan Check/Permit Number: D02 -134 r'l 4 „:, U. < ❑ R esponse to Incomplete Letter # = d y ® Response to Correction Letter # 1 Z ® Revision # _1� after Permit is Issu Z O t w ui 0o Project Name: U( Foster Heights Lot 7 ° o F= Project Address: 4815 S 145 St , ? o Contact Person: C ` Phone Number: Z w Summary of Revision: U �7�t�G`z & i' p /W6�C� z ~ , I CITY OF I A Ai 9 4 9901 .r et I L 1 -. ,• ., . PERMIT ' it tiri k' ' . Fir. 7 ti' Sheet Number(s): o4 ` i ' "Cloud” or highlight all areas of revision including date of revision 1.‘ 17 , J' j �»' Received at the City of Tukwila Permit Center by: � �� : ,K ; . , o Entered in Sierra on /' 2 Y'-4 3 I' r a i ,,,.: i: ,,,.,,,..Is til . 01/16/03;; w :..... , .. .n....u.... .. ..... _ uw.•w.wMry y +•.W,e \.reR. VMYY1JgfPM1 _. M1VM/fik1 .. N:. . r. . ., , :v /.:n.uWS.Gre:G4a1fu . 1'N/`M'!I9 .•urlYM.eNn.w .. v. Mrv. !AAW!bbYSfM,c4 t : n . k ~. So ... . , City of Tukwila o 4 ►,� �, %i'• Department of Community Development - Permit Center i' \% �:: 6300 Southcenter Blvd, Suite 100 rim ' t f4 2 . Tukwila, WA 98188 t C``•. • . • •'" (206)431-3670 1908 , 7� , r r. . ._ ., t rY, !.. t t Z w• QY .,s . . _ It ?Y2A. T >, k' 8' i, c:.N'•'t„ }rti r .t. ...,� • . .. t ' t t�"�`� • * a ",.r. �•li " w . � • { q, � � p t � r ,:.. ;r y!,{��� +t:F,l'�.;��`F,p.. M'.t.5.• {, �i'�� •� :.�,`,•. t � _.i4. 4 ' ' K 4ce... VISA(); . . p 0 '� VG y �;r .r 1r1f ':, '.+;���� • 1 'tip. a . �.'��' ? {,l: ;. �: 'A . a. , 7'�':IXi F 'fy't?"i:Na.i.; R•I • � +'W. ��;rC'�: ii•Ri:.'+": .. Xi•': r?: pJri t�7 ,Y.•'t.�..�. " +r Y »ni:4e' t r .. M 11 ta/ W 2 Lti¢iatt��{x5. 'tt .{3 ... .... , . . r . .•.r..,..,r.., .. , r.. Her �� ��'' S rl + rww . n...- v..-•..-,.:.. r.....er.aw.w,�r,+rlMr'n^gel.r+ I+.FrfN'W' :✓ iu"!( imaoart. . , ,... , .. -- , , ....., . ... , . ,., • . 1 C ., c ■ 4 _ ': .._ -..: y_ - . ' • . ' ',.`___ snitelax77.7,74mr•r■01 :. - - ,..- rx.. '!; . .....ri • , q) .. ,O, 4-,C ';' • ,.. ,tt?::i r . - .,!;;;`,: . ;;;)1 , 75P:T: 1- 'iftY,P;Vit.K1The 4t ,;:i7:A:$10..ti:;:ik .1,,i _ 1 , . „ :. ..--j ,,: ..;,,, ...,. :,-:!: :- .,,.. • :;: ,."-.. ... 4% kli,P,%e 7.,Z .. AN. , 1 - 4, , -- ', . • ., '.,. ,i.; s • . :IKASTER'ILICENSEIE in Us : • ,. • ' - : •, . ' , .c 1 t :I 4s REGISTRATIONS AND I , „,,, , . , , STATE OF . p . WASHINGTON . • t . q 4 UNIFIED BUSINESS ID #: 601 452 810 • • BUSINESS ID #: 001 1 z ORGANIZATION TYPE EXPIRES : 03-31-2002 • DOMESTIC PROFIT CORPORATION tu a t LONG CLASSIC HOMES, LTD. : ' 6 D • - .. .. 1624 PIONEER I. : NEER ST ' ENUMCLAW WA 98022 , - '. .. . . • ' '. , 0 i : j 0 I 0 co co La ..-I 1..... • t . . ' . . # • • . u j — 0 , li DOMESTIC PROFIT CORPORATION , . • . 2 RENEWED BY AUTHORITY OF SECRETARY OF STATE • . — . . . . • I REGISTERED AS PROVIDED BY LAW AS • 1 1 a • REGISTERED TRADE NAMES: CONS T CONT GENERAL .. i. 1 REGIST # ' EXP . DATE LONG CLASSIC HOMES . . . Z 1.- • : CCO1 LONGCHL05409 11/01/2002 .. • - . .1 * • EFFECTIVE : DATE • : 09/29/1995 ' • Z I— • . til LLI . : 2 D i n 0 • ' : - LONG CLASSIC HOMES LTD:, . 0 . 1624 PIONEER STREET A . • • . . . — . . ,.. . . ENUMCLAW WA .:98022 W. • i 0 • • . • . • • • • . . I- Signature . . , • . . • . • • 11- o . . . . . . . . • •: • Issued by DEPARTMENT OF LABOR AND INDUSTRIES r . • , Z 1 • •• . . . , , . . . • • id g z . . . . - 1 ..= -1...; b 1-. i 4 - . .. . • ' • . . • . . • . . . . • . • ' • . . , . . Z - ' ..4..:3116apoiefieiltity: his Iieen,Isiue.'d thibusineSS:registriflOiis;O:fill*iiis,lisied, f '.- „ -,g!q. •i o •: ., P /. '" :2'...,: ..., ,.-- --*' ' •i -;":...,• ;": : _&,-4SAY,, ,r.'47._ qt o •,--, '''''' : ; :1 . • , ,,,,,tit,* :...4 • asse7-9334$34 iese:Nativaii -.,:. : .. • frector ,De • . ' I.. wooing- - _ L , .' , ..;,.:.qiir::' ..;. ! . Wir 0A•c4 ',.... ig ,... II /1;:, ..-`■ ..' ....4 4. ri4t5... ::i . ..o ../4.4. .t.....- I ..... 4 !.., ,....., .t.!.;•• ) h-' ci,ft7 • -• 3S • • • . . 0000554 AT . I i . • , . . ' . . , • • . . . . , • , - . . . a ! ' • 1 1 . , i . 1 . . . P.] %.-,-,--",.-1 , . , . ON1.1iit-iiVA 1 RI !Jo -.-- . I ,L.,,:•;:t f,:;,. 0.4,4,44.0.1■4,1:40..4444n.0.40 4A44444...+Avar....tnn.4wv.44,NIM • , 20010803000206 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Return Address CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433 -1800 Document Title(s). UNIDERGROUNDIN6 PtCREEMENT• IA?AIVF.R TO UNDO' Walt)! oppi mNe,6.O5L1644TfON I OR PUN MG LAW DE.R6RAUN DI N • Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: WIKLDF SCOTT Last First Initial HIM(R In Company Name (if bu mess) 5¢atkle 1.1A 98121 City State Zip Legal Description: t k11ro �0� Mei...b. • at L2000 -026 g o . Assessor's Property Tax Parcel/Account Number(s): 2610000010 261000 -0020 - ° " .. UNI)LRGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNI)I?,RGROUNUING The proposed system upgrade at Poster Heights 16 -lot subdivision development, Pile No L2000 -026, at 47 '' Ave South and South 14S''' Sticet requires undergrounding per ' Ordinance 486, 924 and 1321 ALO & S. 1¢6T STREET - 5EG ATTACH M ENT A , Lot No. Tax Parcel No. Address 1 i44 bC.0 -0010 'I8o 5. 1 c(o sf er o• 2 /1010D0 - 0b2•0 4 -Bzo 5 1 0 3 2.(o I ODD - O03D 4?dIo S. 144 St O 4 © Z(v(Gco - oo4O ILI-Szo 47 A-u s z cez S �51D '^ �tl S \� ~ Z p 2{p4UDD- `f 1 rt 0 co 6 2 tof (�Do o o(� 14av s 14.5 5, UO li r-t 7 Ztol 0/3D- txo10 41)15 5 l445 - C: 8 2(o I CADD - ODSO . 4 ez - S HS 5t✓ 0 U- G w0 9 Vc. I DCo - 0090 4 1835 S I 2 10 u. - a Z (o l ooc- °loo `l c11 5 145 N a 11 1 1.1010D0- 0110 L q t 5 Jos Z = t- 12 2( Iboo- 01W 11330 '5 14s z w 13 Z(0 I ocD - 0130 ZISZW S I s c D o 14 2(c,1Dbb- 0140 41?I2 S. I`45 St o 1-- 15 W w 2� I _ pl5o '1So& 5 ( �L t=- 2 16 I .-.1-- o Z.blooD- b1f�p 15oz 5 14-5 � wz In compliance with the requltcments of Ordinance No 1607 the property owner of this z �- single-family development has demonstrated application of the Underground Ordinance will create undue hai dship if cart led out as part of the development The Owner is obligated to pal ticipate in funding future undergrounding improvements for their proportionate share o "said undetgiminding fronting their property Furthermore, if ' the L I D /U L 1 D proce,'s is used to carry out the construction of this undergrounding, the Owner waives the right to piotest L 1 1) or U L 1 D formation for this undeigrounding 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 Mlle! propel ty owned by Owner which would be within such I. 1 1) This Agieement shall be recorded by the City Clerk with the King County Auditor as '`'y' " required by Chapter 35 91 RCW and the cost of said iecording will be paid by the City , ,;.# z" • This Agreement shall be binding upon the parties, their respective heirs, legal fi representatives, assignees, transferees and successors This Agreement runs with the land - -' J ;7 ` A ,'; 4 ...imp — i' � "�� ��A /1 0 d .:.,,. ,, {.r; ..... .. .u. �; mo w, ,... �, �,•.,.M n* . » 1 . ._, ' .` • ,. , I I ! - -- wt ! ¢ Ip - I • I 1 MOP I I umu I. 1 I ••• I I r ' 1 1 1 , / t X 19 ,' ;... �. t • • ■ u A11. 1A11. t 1 f t t ' t ' r I ' ! t • i - - -- s t A t .:t t:.1 I I l t t , . . _ J t t tlt ' t _ 4 ) .. . • ■ t t 7 • • S. 145th . I . t ' I t I • sI ' : 1 • .•..,• 11.i WV.. > � ncc a 1i t 1 M� • . t I I "" ° t L t • ! ..r , e 1 % ' t . '... , , t It -w t � r .r t t , t 1 1 f • i : +.�. - } • • I i ' 1 i .wir.. ' 1V ` s , •.1 - • •1 I , ¢(- - -- • ^.... - � - .�J' A1. .�...t I . . • = ,. • I _ al 1 1 • ; 4 r• -1 , • 1 I, : t ,. • tom ! 1�., . • 1 1 1. 1' Y , t 1 Iy' t I .- 6 I ' j /� ' a • + I •• ' 7. i C • } j - •••••:\ , ' f • 1 t 1 I' 1 ' 1\ I' I I I 1I• . t , • I3 1 s I 1 - ' ',1/:...4.1 -'. ..— ' ' ' ; ' I # — — t - � . ! .env ".. t ..l I I ._ d l — - - --- ! _ Z y , +� ;1 .,, : — � , _I ' .....1 t ` �. S — y ' < ' `" ` - 9 146TH ST �J • ,• "` '° i — -.- - _ I . .._.. I I AG ZEEM ENT t . t 90800000801405 1 I X y Y -• x -° : ' - r � NOTICE: IF THE DOCUMENT IN THIS FRAME OF IS LESS THE CLEAR TH t Ix -- I ' ' Ei `` THIS NOTICE IT IS DUE TO THE QUALITY DOCUM ''' :''' Fat! -;11,-- • i ` ` ' ' e ' ' N. VENTS PER U.P.G. 6 ENE/ .AL NOTES 2. HOT WATER TANKS SHA.:L BE SIZED BY INDUSTRY T. STAIRS AND GUARDRAILS X. VENTILATION AND INDOOR AIR QUALITY STANDARDS FOR PROPOSED' USE AND BE LABELED 1. PROVIDE A STAIRNAY NIDTH OF 36" MINIMUM, RISER PEP. VIA& 19x 4. MILT! 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER.. NAEGA APPROVED. HEIGHT OF S" MAXIMUM, MINIMUM TREAD LENGTH OF a" AND 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE ' I' CONTRACTOR SHAD. VERIFY ALL. EXISTING SiTE UNLESS No IEEE USE 10d NAILS o 1s O.G. STAGGERED_ CONDITIONS INCLUDE, FOR GOMPLANGE WITH PLANS AND 3. FLCN RATES TO COMPLY NUTH WAG 51 -46 SECTION A 3/8" MAXIMUM VARIATION. S. SOLID BLOCK N/ 2X ® MI DPOINT OF STUDS OVER 10 4 PF(MAX), SHOWERS. 25 5 6PM(MAX), INTERMITTENTLY OPERATED INTEGRATED FORGED AIR • 7 °E DE, SOIL, r =1, B1 _OW BEARING PARTITIONS Pte. DICULAR TO , 2 STAIRWAYS < 44" IN iNIDTH MAY HAVE ONE HANDRAIL HEATING ' PEGIFICATIONS. 51 SYST t 2.5 GFM(MAX). UNLESS BOTH SIDES ARE OPEN. A. SOURCE SPECIFIC VENT1L - 1oN !REQUIREMENTS f E DIMENSIONS SIONS OF E HY. REQUIRED TING STREC TURE AND IF AND THEI ABLE, ;Ot5T5 AND R ireR2: S 9 G GON E O R MASONRY AND PRESSURE RELIEF f E DIMNXS N STRUCS D THEI 6, YVQOD 1= *1TER,N OR SHALL SMIC STRAr'5 3, HANDRAILS SHALL SE PLACED 94" TO 38" OFF NOSING 1. EXHAUST FAN RFQUIR17Vfl tT5: BATHROOMS, LAUNDRIES TR JGTLJRAL AND MECHANICAL COMPONENTS, THIS OFF$C HAVE 1t2' NET AIRSPACE AT TOP, SIDES AND :5117. VALVES(P1IJMBED TO OUTSIDE) AT HOT Y HATER TANKS. AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2' SEPARATE PERMIT REQUIRRED. AND POWDER ROAMS SHALL HAVE MINIMUM 50 GI r! t-,.. HALL BE NOTIFIED PRIOR TO CONSTRUCTION OF T. DOUBLE JOIST'S UNDEi? PARALLEL BFARNG PAR•TMON5 DIAMETER, SMOOTH GRASP AND A NEF L OR RENRN AT W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM ®.25 N.G. ISGREPANCl D FS, AMBIGUM OR OMISSIONS IN THE PLANS. AN UNDER I NINDOW CRIPPLES AT CANTILEVERED FLOOR L. MOISTURE CONTROL ENDS. RANGE HOOD FANS. 1 1,N DIMI5NSION5 TAKE PRFC 5 = GTIONS. EDENGE OVER 1. SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH 4. PROVIDE b' -5" MINIMUM CLEAR HEADROOM ABOVE 2. EXHAUST DUCT REQIJIREMENT5: DUCTS TO BE D !ART RAINING SCALE, DETAILS TAKE PRECEDENGE OVER PLAN S. FiRESTOP AND DRAFT ETOP TO GUT OFF ALL AND NATLR RESISTANT SURFACE TO A HEIGHT OF 10' STAIR NOSING. INSULATED TO R-4 IN UNCONDITIONED SPACES, of EQUIPPED D ELEVATION VIEWS. CONGEAL HORIZONTAL AND VERTICAL. OPENINGS ABOVE DRAIN INLET. 5. PROVIDE GUARDRAILS FOR AREA. 30" A.3OVE GRADE WITH A BACKDRAFT DAMPER, TERMINATE OUTSIDE THE 3 ALL INORKMANSHIP, MATERIALS AND INSTALLED BETYNg N FLOORS. FLOOR TO ATTIC, AT 10' INTERVALS 2. PROVIDE WATQ.PROOE i 50ARD OR GLASS MESH OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 36" AND BUILDING ENVELOPE AND COMPLY YVITH TA 53 VIA+3d PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED HORIZONTAL BE4iND NALL FURRING, AT TOP. BOTTOM AND MORTAR UNITS BEHIND TiLE AT SHOWER SURROUNDS. 11LE INTERMEDIATE BALUSTERS OR RAJL5 SPACED 50 THAT A 4" CODE. INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE SIDES OF STAIRS. SHOWERS WITH A.SITE- BUILT,PAN SHALL BE Fti I Fr7 A ND SPHERE CANNOT PASS THROUGH. [MINIMUM REQUIREMENTS OF THE U,B,G., ?tS.E.G., N.E,C.,, I. GL U -LAM BEAMS SHALL BEAR A,i T•G_ INSP*f+T1ON LEAK TESTED FOR 12 SOURS:' 'ROVIDE MILDEN RESISTANT 6. ENCLOSED USABLE SPACE UND132 STAIRS SHALL HAVE NOTE IT 15 RECOMMENDED BY KING COUNTY TO INSTALL A • ',EEG., G., UJrf.G., AND ALL APPLICABLE LOCAL GORES, NWICH STAMP AND SHALL SE 'ARCHITECTURAL A=PPEARANCE' CAULK AT ALL 11LE ACCESSORIES. 5 /5' GELS, TYPE "X" FIRETAFE D ON WALLS AND SOFFITS. CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN FETE A !SHALL TAKE PRECEDENCE OVER. NOTES, SFECIF1GAT1ONS GRADE MERE r ffEOSET7 TO Vim PROVIDE FiREBLOCKIN6 IN CONCEALED SPACES BETINM4 MAXIMUM SONE RATING OF 15 AND SIZED ACCORDING TO AND DRAWINGS_ M. BATH SAFETY STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC '4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE >= METAL CONNECTORS 1. HINGED SHOW SHALL ER DOORS SHA OPEN OUTP4ARD AND 5E E1ED1 STUDS ALONG AND IN UNE LL E: ER WITH RUN OF STAIRS, IF CONTROL TIMER. THIS WILL FACILITATE FRESH AIR PLANS. THE PLOT PLAN WAS DRANN FROM GENERAL 517E - METAL GONNEGTGRS SHALL BE ' 51MPSCDiI ' OR AN ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED THE WA UND THE STAIRS ARE UNFiNISHEP. DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A APPROY J7 SAFETY GLASS, MINIMUM THIG$NES5 = 1/6" TEMPERMD, 1/4" U. SOLID FUEL FACTORY BUILT FIREPLACES, LADEN AR BEING DRIVEN INTO THE BUILDING. INTERIOR PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE 2. FRAME EALING 5! TALL COMPLY KITH I UBG TABLE x-71 LAMINATED AND MEET U.C. STANDARDS, DOORS SHOULD BE UNDE=RCUT 1/2` ASOVE THE FINISHED IFJLL REEPONSIBIUTY FOR MAINTAINING REQUIRED ZONING 13-1 UNLESS NOTED OTHERY si5'c O FRAMING PUNS OR ON 2. FLOOR TILES AT SW:Me:RS AND WET AREAS SHALL BE STOV E5 AND INSERTS FLOOR. SE; EAGLE OR SHALL, AT HIS DISCRETION, REQUEST THE ALL L E ALL NAILS SHALL BE GOMMG`ci SKL7°RE::S T s 1,T . :ti 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED • OWNER TO PROVIDE A PROFESSIONAL SURVEY TO JL 3. PROVIDE SECLURE SL YNG F OR ALL CSR AB BARS TEEING LAB AND SHALL BE INSTALLED IN ACCORDANCE • DETERMINE SETBACKS AND /Oft OTHER ZONING YWRE NAILS WITH THE TERMS OF THEIR LISTING AND THE , RESTRICTIONS. 3. U5E CUT WASHERS AT BOLTED COHNL11ON5. PER PLAN, CAPABLE OF SUP:?:iRI N A 3 O i1 AGT LOAD. MANUFACTURERS INSTRUCTIONS. . 5. THE CONTRACTOR SHALL SECURE' ALL NECESSARY CONNECTORS EXPOSE= TO WEATHER SHALL BE 2. UNITS SHALL HAVE TIGHT - FITTING GLASS DOORS, DESIGN LOADS • PERMITS AND IN5PFLTIONS AND SHALL NOTIFY THIS OFFICE GALVANIZED OR HAVE AFPRCD'v'L'.D C,OA71N6. -ROOF `-5 N, ? L! 'S READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE PRIOR TO GONSTI.UGTION, OF ANY OR ADDED Si IA! L. BE FA5TI31ED Y H1H CORROSION-RESISTANT 1 PRE- FASRIGA1St) i1 ii5SS . SHALL BE �... re.; BY A COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3 /S" • REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL F ' ST . WASHINGTON STATE UCl3`NSS 5T'RUCTURAL ENGINES' 2 AHD THICK (MIN) NON-COMBUSTIBLE HEARTH EXTENSION WE NNIT'HiN HIS./HM. CONTRACTOR JURISDICTION_ LL _ N ACCORDANCE WITH THE PLAN RECZJIREMENTS. SUBMIT 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. ' ODES b_ THE SHA VERIFY SIZE AND LOCATION r-. r LYY`IOOD AND DIAPHRAGM NAILING COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR HEARTH EXTENSIONS PER V. b SEWN. UNIFORM BUILDING GODS 1447 EDITION i AMENDMENTS OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF 1. ALL PLYWOOD FOR STRUCTURAL Lem SHALL APPROVAL FOR TO FABfR1GATION. TRUSSES MUST BE 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. NTH SEATTLE BUILDING CODE AMENDMENTS, IF WITH. PROPOSED MECHANICAL. EE UMSING AND ELECTRICAL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN STAMPED BY AN AFF'ROVEDIAANUFACTURER. OR BY A AND WAB.O. STANDARDS FOR INSTALLATION OF SOLID APPLICABLE - WORK. PREFABRICATED ITEMS TO BE HANDLED AND FL'r'Y'kDOFD A.- 0E,IATION(APA) AND NAIL ETI USC TABLE 23- QUALITY CONTROL AGENCY Gt;.:N AS WASHINGTON WOOD FUEL BURNING APPLIANCES. lggl WASHINGTON STATE ENERGY CODE NAG 51 -11 INSTAL LED PER MANUFACTURERS RECOMMENDATIONS. 11-B -1 UNO. 1 11 FA33FJGATOI S COUNCIL. 4. PROVIDE SEISMIG ANCHORAGE.FOR METAL 2_ PROVIDE DIAPHRAGM 51•HEATHNG AND NAILING AS 2 CONTRACTOR SHALL VERIFY EXALT SPANS PRIOR TO FiRn LACE O- 11MNEYS. CHIMNEYS TO BE ANCHORED AT FOUOY UNL.. 5 NOTED ON PLANS: FLOOR SHEATHING FABRICATION.. EACH JOIST Arm (2,/ 1 1/2" x 1/a" METAL STRAPS LOOPED LIVE LOADS _ SHALL BE T46 314" G- D- SXT -AP.4 r LYWQOD METH EXT. GLUE, 3. A ?PRO LED HA146Rra• N T BE USED AT ALL AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED P.N. 32/16, GLUE TO JOISTS AND NAIL LMTH 1041 0 if 0/G CONNECTIONS OF RAFTERS, J,`.CKS, OR HIP TRUSSES TO A AND NAIL Et' WITH (6) Sd NAILS PER STRAP TO ROOF OR FLOOR: 40 PSF, ROOF: 25 PSF, ATTiC: 15 PSF, STAIRS: - FO 10d & 10" 0 /C• i'IEEL,^r. MAiN GIRDER TRUSS. NON- BE/AN& PARTITIONS BELOW CEILING FRAMING. 100 PSF _ . - -. . ROOF SHEATHING SHALL BE 15/32" C-O-IN T -AEA' PLYWOOD TRUSSES SHALL BE SEPARATE :IR FROM TRUSS TH SIMPSON V. MASONRY FIREPLACES AND CHIMNEYS DECKS: 40 ESE, BALCONIES 60 PSF.6UARDRAiLS: 2O* PLF L`I`•E EriZ? NOR GLUE, Pi. 24/0. NAIL Sd 0 6" 0/C �ioi�. STC. FASTENERS. 1. CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WIDGET AT TOP OF RAIL 4 12" 0/C. F1E.D 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN OTHER THAN ITS OWN UNLESS DESIGNED. SEISMIC ZONE. 3. BASIC FUND SPEED' SO MPH, EXPOSURE B ACCORDANCE WITH MANUFAC:TJRERS SPECIFICATIONS. (UNO) �+� a ,. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND GENERAL CONSTRUCTION NO NOTES O < -- V T i • IONS ,AND ACCESS OUTSIDE COMBUSTION AIR. 1. VENTILATE DRAWL SPACES AND O�t�tIfAN61N6 O. SKYLIGHTS + 3. MAXIMUM TEMPERATURES, FLUE UNING, FLUE SIZING, SOIL FLOORS WITH H SCREENED OPENINGS YET Less THAN 1561 1. GLAZING SHALL BE NSULA - 77, TEMPERED 6LASS(TOP), TERMINATION HEIGHT AND CLEARANCES IQ COMBUSTIBLES SITE CONDITIONS AND SITE WORK PT.(NEJ• FREE) FOR EACH 150 S.Q. FT. OF UNDUE FLOOR LAMINATED GLA55(BOTTOM) AND 1/52" THICK MINIMUM. . COMPLY WITH UBG TABLE 31-8 AND 31 =A BEARING CAPACITY ASSUMED AT 2000 PSF (NUNO) IN . iF SOIL CONDITIONS E NCO'JNTSRED UPON EXCAVATION AREA DISTRIBUTE OPENINGS APFRO?aMATE LY EQUAL 2 PROVIDE A MINIMUM 4" C" -'.S, FLASHED AND COUNTER 4. SEISMIC ANCHORAGE SHALL SE PROVIDED FOR PLANS OR A SOILS REPORT BY A QUALIFIED SOILS 0 •IFFS FROM THE SOIL BEARING CAPACITY OUTUNED ALONo 'TINE LENGTH OF AT LEAST TWO OPPOSITE SIDES FLASHED AT TOP AND BOTTOM AND STEP FLASH SIDES MASONRY CHIMNEYS AT EXTERIOR WAL j S PER 1113C. ENGINEER. 1DDER "DESIGN LOADS', OR IF EXCESSIVE GROUND WATER THE UNIT SHALL HAVE A CONE3!;,N5ATiON GUTTER AT THE 3102.43. *' e EARTH PRESSURE ASSUMED AT 60 PGF EG8)IVAL 4T FLUID 5 PRESENT. CONTACT THIS OFFICE BEFORE F'ROGE f AT A COVER WITH 1/4 CORROSION RESISTANT' WIRE MESH LOWER END. INSTALL PER '-�L:FAG"NRER`S INSTRUCTIONS, 5. CLEARANCE TO COMBUSTIBLE MATERIAL 2' FROM PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR ORAYAL. SPACE OPE NINGS_ �E FINISH AND FLARE WELL Tf N '. G PER PLANS. FIREPLACE SMOKE CHAMBER. S, AND CHIMNEY WALL S" • CANTILEVER RETAINING WALLS. FOOTINGS SHALL EXTEND TO BELOW i HE FROST GT3E 2, ViE4TIL.ATE ATTIC SPACES WITH GROSS VPN71LATLON , •• * SHALL SEAR ON UNDISTURBED, NATIVE SOIL. DIAL TO //150TH OF THE ATTIC AREA(NET FR./. MCCIPT FROM FIREPLAGE k. N OPENING D COi-ISU�STiSLE. MAT LS IAL - _ • DO NOT BACKFILL UNTIL WAL HAVE SEE/ THE AREA MAYBE 11300TH. PROVIDED AT LEAST 50% OF F. EMERGENCY`EGrtii'. ? - - WITH 12- � ?I OPEN1i SHALL NOT PRi; :_ie..T HO4 TdAN tea" - ;�,ON� E1 . - PEO)ATE LY SRACE3D OR HAVE 131MI4 DESIGNED TO RESIST . TERAL EART ;?,,,''.•-' PER INCH OF CLEARANCE RCM OPEz;iNG. EARTH PRESSURE. SAGICFILL MATERNAL SHALL SE THE RPL�IJIRPD YB '/ AR EA t5 3 F r ABOVE EA WITH 50% 1. EVERY SL TO TH J T E 3A5EM MINIMUM OF ONE 6. HEAR SHALL HAVE OF THE VEVT AREA 1N THE PAVES. AN EXIT POOR TO THE OR OR A MINITH E E 154SION SHALL BE 4" MINIMUM THICK NON- MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS LEAN, PERMEABLE AND FRS OF ORGANIC MAT EAL5. GO • 3. PROVIDE AN ACCESSIBLE ATTiC ACCESS PANEL. 32' X YVNDOW WHICH MEETS THE F LLOWING REQUIREMENTS: MBUSTESLE MATERIAL HEARTH EXTENSIONS SHALL • - • 30" MINIMUM WiTH A CLEAR HEIGHT OF 50", INSULATE AND MAXIMUM SILL HEIGHT OF `LET CLEAR OPENING AREA EXTEND 16" FORM THE FRONT OF AND 5" BEYOND THE (UNO). 5 1/2 SACK CEMENT PER GU/YrJ, MAX. 6 GAL. WATER PER ' WEATHERA STRIP, OF 5.1 SQ. FT., MINIMUM CL EA. HEIGHT OF 24 ", MINIMUM `-IDES OF THE FIREPLACE OPENING. IF THE OPENING iS - SACK, 4. PRGN F 18' X 24" CRAWL SPACE ACCESS TO UNDER CLEAR NUDTH OF 20" AND S '' . BE OPERABLE FORM THE GREATER THAN SQ. FT., THE HEARTH EXTENSION SHALL MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE FLOOR AREAS, INSIDE YYITHOUT SPECIAL 70C OR k MOY LLEI7GE,. F ID 2C1' IN FRONT OF AND 12" BEYOND THE SIDES OF 1-1/2" I THE OPENING. HEARTH F_XTE NSIONS SHALL BE READILY RETAINING WAL 2500 PSI AT 25 DAYS, 5 1/2 SACK Q. SMOKE DETECTOfi S DI5T1NGUl5HASLS FROM SURROUNDING FLOOR. CEMENT PER CU/YD. H. SAFETY GLAZING 1. SMOKE DETECTORS SHA 3E PROVIDED IN EACH EXTERIOR WALKS AND SLABS TO SE Aill %). SLEEPING ROOM' AND SHALL ••'_ INSTALLED PER jl ENERGY NOTES PER 19G'1 WSEG b. CONCRETE 1. TEH ED SAFETY GLASS SHALL BE INSTALLED SHALL x HAZARDOUS LOGAT{ON5, INCLUDING AREAS THAT ARE MANUFACTURER'S REC4IMMEN .IA T EONS, MOUNTED ON THE REINFORCING TEL CENTER ALL POST FOOTINGS UNLESS NO' AND CEILING WALL CENTRALL* LOCATED IN THE CORRIDOR 1• JOINTS AROUND YVINDON AND DOOR - -- • IRE 1 PLINTHS AT SLABS OR S" PLINTHS AT PROVIDE 6 ? SUBJECT TO HUMAN IMPACT. GLAZING IN DOORS. GLAZING FRAMES. OPENINGS BETWEEN WALLS AND FOUNDATIONS, =Iii (b" IF POST IS PRESSURE TREATED). PROVDE b° WITHIN A 24' ARC OF CLOSED DOOR, 6LAZEID AREAS > 4 OR AREA GIVING ACCESS TO .EACH SEPARATE SLEEPING ASTM A -615 GRADE 40 IN_ FROM SILL PLATES TO FINISHED GRADE PM' P -PROOF OPENINGS AT PENETRATIONS SQ. FT. W H E N I F THAN 1S" ABOVE FLOOR OR WALKING AREA. IN STRUCTURES WITH MORE THAN ONE STORY OR BETWEEN WALLS AND ROOF, AND BETWEEN F AL PANELS; = ASETt17lT FOUNDATION WALLS WITH 2 GOATS ASPHALTIC SURFACE AD AS DESORIBE7 IN UB.G. 2406- SAFETY WITH A BASEMENT, A SMOKE,.ETEGTOR SHALT. BE NS OF UTILITY SERVICES ER - h P I NSTALLE D ON EACH STORY. f N •� EN THE BASEMENT_ IN THROUGH WALLS. ROOF AND FLOORS; AND OTHER SUCH FRAMING LUMBER .= ULSION U.N.O. GLAZING IS REDJiRFD TO BE PEMANENTLY M Afc 1D !'ER SPLIT LE=VEL STRUCTURES, PPm/IDE SMOKE DETECTORS ON OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS NNLF-55 OTHERWISE NO ON PLAN) UEIC 2406.2 PANELS INTO UNHEATED SPACES, SHALL. BE SEALED, - UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON CAULKED, 6A5KE71 =D OR WEATHER- STRIPP[SJ 70 LIMIT AIR PLATES AND SILLS HF *2 OR BTR(FT . REINFORCING LONER LEVEL, THEM SMOKE TD,E EGTORS ARE REQUIRED ON . INSTALL REINFORCING PER A.C.I. STANDARD PRACTICE I. ELECTRICAL LEVELS• ALL SMOKE ErECTORS SHALL BE AUDIBLE LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOORS GONG) •PUGS CORNER AND CONTINUOUS BARS YVlTH A MIN, OF 30 1. ELECTRICAL CONTRACTOR SHALL EVAU)ATE AND IN 51 EPPING ROOMS. ADJOINING UNHEATED SPADES. EXTERIOR OPENINGS STUDS HF "STUD GRADE" • .AR DIAMETERS. MINIMUM BAR GONG COVER: EXPOSURE DETERMINE ADEQUACY OF EA STING AND PROPOSED 2, SMOKE DETECTOR IN NcS'N CONSTRUCTION SHALL BE F-XPOSED TO WEATHER SHALL BE FLASHED IN SUCH A JOISTS AND RAFTERS HF *2 0 WEATHER 2 ", TO EARTH S. TO OTHER 1 ". Ft FETR.IGAL SERVICE AND PROVIDE REQUIRED CIRCUITS DIRECT INURED TO BUIIIDNG. JYiR WITHOUT A DISGONNEC. MANNER AS TO MAKE T EM WEATHERPROOF. ALL POSTS AND HEADERS DF *2 • EMBED ANGHOR BOLTS A MINIMUM OF 1" U.N.O., PLAGE AND AMP1'RAGE PER N E.G., STATE: AND LOCAL ENrRGY SNITCH OTHER THAN FOR OTRCURRENT PROTECTION AND FLASHING, GOUNTERFIASH(NG AND COPING, WHEN OF SEAMS DF *1 IN 12" OF ENDS. CODES. AND MANUFACTURERS SPECIFICATIONS FOR MUST HAVE BATTERY BACK-UP. ALL OTHERS MAY BE - METAL. SHALLL BE NOT < 26 GA CORROSION RESISTANT GLU -LAM BEAMS (SIMPLE SPAN) 24F -V3 NEB FOOTINGS SHALL NOT IMPOSE "UNDESIGNET_7' PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. BATTERY OPERATED. METAL GLU -LRAM BEAMS(CANTILEVER) 24F -V8 SEPARATE PERMIT REQUIRED. _. 2 PROVIDE VAPOR BARRIERS AT HEATED SIDE OF DECK JOISTS P.T. HF *2 •ADS ON HEM OR EXISTING BASE ME 4T OR RETAINING INSULATED ASSEMBLIES rJ<CEPT AT INSULATED WALLS WITH DECK BEAMS P.T. HE *1 J. MECHANICAL. R. SECURITY FLP. WALL BOARD AND AT SHOWER CEILINGS. 1. WARM AIR FURNACE OR GAS H.A. SHALL NOT BE 1. PROVIDE SECURITY AT E,'NTRANCE AND GARAGE 3. PRvviOE 6 MIL, BLACK, POLYETHYLENE GROUND - METAL CONNECTORS . D. LUMBER AND FRAMING INSTALLED UNDER STAIRS AND SHALL HAVE PROPER DOORS WITH A MINIMUM 112 ". DEAD BOLT WITH COVER AT CRAM. SPADES- LAP 12" MINIMUM AND LAP UP • 1_ FRAMING LUMBER: K.D. TO 1.1% MOISTURE CONTENT. VENTS j DIRECT OUTSIDE COMBUSTION AIR. LOGES OPERABLE NITHOU1rSPECIAL KNOINLEDGE OR FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR - SIMPSON" BRAND OR AN IGBO EQUIVALENT RADED PER STD. GRADING RULES PER YLCLB SHALL J. OR • 2 GAS APPLIANCES IN GARAGE SHA BE ON A 1b" HIGH TOOLS. GRADE. ER EA. AS APPUCABLE. GRADE AND SPECIE'" PER PLATFORM. 2 PROVIDE OBSEIRVATiON PORT ® 54 " -66" OFF FLOOR 4. INSULATE FLOORS, MALLS AND ROOF PER PLAN. MASONRY LNG PLANS, GENERAL NOTES AND "DESIGN LOAD 3 AIR DUCTS PENETRATING GARAGE TO HOUSE AT UNGLAZED ENTRY DOORS. 5. FACED INSULATION TO BE FADE STAPLED, HART'. SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL 3 • PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED b. INSULATE HOT AIR DUCTS IN NON-HEATED SPADES SILL PLATES, DECK SUB- STRUCTURES, POSTS AND HAVE AIR DAMPERS. GRADE, - PER TABLE 4-16 (R-4). MORTAR: TYPE 5, 1 PC, 1/2 LIME RUTTY, 4 SAND. STEEL: FAME EXPOSED TO MEAT ER AND ANY HOOD IN CONTACT -- 1. INSULATE 24" OF PERIMETER OF SLABS AT HEATED GR. 4G? - __ 114 CONCRETE SHALL 8E PRESSURE TREATED NUTH AN SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL • - - - - OVER PRESERVATIVE. COLUMNS AND POSTS SHALL 1. GARAGEJDWELLING SE.FRATiON SHALL CONSIST OF - b _ INSULATE HOT WATER. PIPES PER TABLE 4 -11. PROVED}: MECHANICAL DUCTING DIAGRAMS / S HOP W DATE • SEARING EEO NU E FRAMED TO TRUE END SRING WITH ADJATE DRAN6S, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS FIRETAPE3 5/5" GINS, TYPE 'X" APPLIED TO ALL GARAGE 9. PROVIDE 2.5 G.P.M. FLOW RESTRIGTORS AT L • COORS AT TOP AND BOTTOM TO AVOID UPLIFT AND AND �.tAtJiIFAP'IURIR'S DATA ON EQUIP SURFACES ADJOINING DWEINGS LIVING, ATTIC AND SHOWERS. , 1 0 ,1 N•R EQUIPMENT EFFICIENCY a- E i IriSPLAGE MINT. PROVIDE LATERAL SUPPORT FOR BEAMS, CRANE_ SPADES U.N.O. . 10. NATTER HEATERS SHALL MEET 1951 NAECA. FOR ARCHITECTS RAUNDi. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING 11. Fl FE,1RIG HW TANKS IN NON - HEATED SPACES SHALL. - -A-----, E- AND JOISTS PER ESC 2306 .T. PROVIDE R5. OOMS BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ' I BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE �ry� ' I 1\)C, n PORARY BRACING A5 REQUIRED UNTIL ALL. PERMANENT ROOMS SNAIL HAVE MECHANICAL EXHAUST N REDID SCI OR = SHALL USE 2 LAYERS 1/2" 61/413 TYPE "X". � l''616(-- ..ONNEOTIONS AND STIFFENERS ARE INSTALLED. DUCTING TO EXTERIOR, F TH A BAGKDRAFT DAMPER, 3 - STRUCTURAL SUPPORTS FOR DWELLING SPACES, FLOOR INSULATED:? TO R -10. PROVIDE A MINIMUM JOIST SEARING OF 1 1/2" ON WHEN IN THE GARAGE SHALL ALSO BE NRAPPE7( 12. H 12VAG EQUIPMENT SHALL BE SIZED TO A MINIMUM OF RECEIVED '¢) r GAPABl.E OF 5 AIR CHANGES PER HOUR. SEE ENERGY •OD, 3" ON GONGRETE, AND INDOOR' AIR OUALITY NOTES FOR FAN VOLUME AND INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD CITyoF?uKWiLA a . BONE RATING. SEPARATE PERMIT REQUIRED. SUPPORTING FLOOR ABOVE. ENO). INSTALLING CONTRACTOR SHALL PROVIDE 5!7.11,16 \ 69' 9 }.,' 4 4. AIR DUCTS PENETRATING THE SEPERAT1ON SHALL BE AND HEAT LOSS GALLS. _ LI U_ , SHEET 26 GAUGE OR HAVE AN APPROVED DAMPER. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 1C . \I 1 5. DOORS FROM GARAGE TO DWELLING SHALL BE 1- INSIDE AIR -TIGHT ASSEMBLY (1/2" GINS BOX). R 3 /b" SOLID GOR, TIGHT FITTING AND SELF CLOSING.. 14. F_XTEND WIND BAFFLES TO A POINT 12" VERTICALLY t .-V 35 ill A i A BOVE THE TOP OF INSULATION. d / 1 ' I , - e P a elevation plan upper floor plan lower floor plan foundation plan upper floor framing roof framing plan section a-a shear wall schedule kitchen cabinet GENERAL NOTES CRAWLSPACE VENTILATION , MIN NET AREA 1 SQ. FT FOR EACH 150 SQ FT OF FLOOR AREA, OPENINGS TO BE RACED AS CLOSE TO CORNOLS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION- ON AT LEAST TWO OPPOSITE SIDES, U1K SEC 2313.7. CRAWLSPACE UNOBSTRUCTED =WS , MU4 Ur X 24' UK SEC 2317.3 ATTIC VOITILATION, 1/150 OF ATTIC AREA OR 1/300 IF HALF IS IN SOFFIT APNI HALF IS 31 ABOVE PLATE LINE MC SEC. 1505.3 ATTIC ACCESS MIN 2rx 30" WITH MIN 30' HEADR0014 WOOSSTRUCTED AEXESSIBLEOPVIING WIC SEC 1505.1. Ra BOOM NW PROVIDED vim OPERABLE WINDOWS OF 1/20 OF FLOOR AREA OR ti SQ taintsuiracm. VIENTILATION SYSTEM, 4-MA84Z OF PROVIDING 5 AIR CHARMS PER HOUR SHALL BE PROWLED ESC SEC 1203. DIAVER VOW, FANS AND INANEM/OVOIS SHALL BE VENTED TO THE OUTSIDE. - SEPARATION MIN 1. NR TAPED sap Imam W,..,302. (.S) ADD TAILLE 3-11 MSC. GARAGE MD _ SWIMS To ME 1 MI TYPE DR MAL GYPSUM - SOMA IRE RIR maxim swim se 0' move mum WITH WATER WIC CHAPTER -31-11 tOCA4000,DEPARTMENTS;ARSOmisogASPIS xxclec 32:26! MARDI IMMENSIONS - IMAM oconesexir Jort SOW tAE WE WARM 12*1/0 MOT DE OF SOT= SIEWORTIIII Mt DMA) MITI IV FROM OF TIW FIREPLACE 15 0 143.1q. OR RE 20" IN FRONT AND OR MATIONRY MUST 2400 MC SID 0° 24-2 AND IN SEC— 2041miC. lvtarzon suILIMW lAsti GLSEING AND LOPOWN SWIM YOHUMAN IMPACT , StICH RUSS ON DOORS/ SAM* To A FLOOR LAMINATED SiORTY GLASS OR WIRE REITWORCED GLASS FOR SLIMS aDASS DOORS SLAMS TO BE LAMINATED OR TWIPMIED GLASS. MONO INCLOIMRES SHAU. BE ApPRoveD WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY OR SHATTER RESISTANT PLASTIC SEC 2406 UBC. Guava WITHIN IS" OF FLOOR AND GREATER THAN IN LEAST DIMENSION SHALL COMPLY was puma LOADS, SEE PUM, SEC24O6ANDUBCSTD24A. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AID COMPLY WITH 1994 STATE OF WASH ENOLGT COM TREATED WOOD/WEATHER PER WIC SEC 2317 STD, STANDARDS RECEIVED CITY OF TUKWILA PERMIT CENTER E fi .7. L N'� .L CON3TR..C.T✓N 5 A_i. CE IN COP FC'K: !ANC= . 1T T 14 Tr= ;.NIFO E:i. 9 D !t`G CC.:: :=. GLUED D -AM NATED WOOD MEMBERS: +4�ERS �/ Q (ii : 19 �� E✓ � � tai duo +'vGT01 5 ATE •="E' iE T:.. Er ' A MiN. TED .,1 ^ air 4'S 'G:_5 TO BE I!N ACCORDANCE .III H . NSI ST.4N%<:RG A S'0.1. AJ'''E K. — N NAT;,—...— T A STRUCTJRAL GLUED LAMNATE✓ 1 { "C1 -R. U�_ -'TRESS G -S+N ION 61 u. ,.:5 G\ _C4D5 24F- V4 . Fo = 2,422 PSI) FOR - t?'',P - SPAS ANE // 24F -'J =GC' �4.N T IL E'/ER .AND CON IiNUOJS SF S. C L.:E I w F. Ot- E C A t • O r D flak 0 Jt _F S O HERL'�SE SFEOFIFD e E... ,I ER S HALL BE APF"._1E.✓ T .3 tr) Li', LOAD 25 F , SNOW) ENDS OF M_M ALL BOTTOM LAMINATION TO BE FREE OF �NSOUNr KNOTS LARGER THAN 'fi E AD LOAD s~ >✓� �- QUIR_= D _..AG ., , �r D; ME TER AITC STAMP ANA CERTIF:CAT {ON REQUIRED'. FLOOR LOAD 40 r'":.. ;SCE:, 2 DEAD PREFABRICATED JOISTS: LOAD 12 �' 1 Si . E - M r-- 1. AN OR �C' `5 + � Si-a� _ C A;, NOT FD D C'N THE FLANS AND f•-►� a,t1Nu'F• -►.� , �i��D `E. t T',Cti.J..' JOIST v T M� , .�. � � v ,�, C APPROVED E!'/.LENT. JOISTS TO BE ERECTED 1N ACCORDANCE i.)M; TAE FLANS AND THE . 11 c WIND „ .� :NT LL _; r' T I CONSTRUCTION TivN LO ^ :S BE THE e. Iii I EAS:C w ND S= =EC SC "F-- MANURACTJRER S .:1< JY NGS ✓ A L� i NSTRUC ONS. CON�TRU✓ YON _ nlrc. ' F E... PROVIDE F RECT10N EF -C1NG UNT'_ St�E.�Tr.IN MATER L HAS \ c. EX. C:,uR`. R : _ ..0 DEt .,,..►N L; � �., NOT F R!ITT " _ t E 1 SOLID BLOCKING AT CONCENTRATED LOA ' :FROM :ABOVE 4N L BEEN :NS : ._LED. FRO ✓IDE SOL. _ � PER ~ //y�y�� S � r. 5E ..../' .r S i .i ION. .�: ,� � STD. _'.�_;�,. t �. o b C = 0 1 - iQ tR C; PARALLEL STRAND LUMBER (PSL): L o w • �a - ! F4R ALLEL STRAND LUMBER ;'PS-...) TO BE BY TRUSS 'O MACMILLAN . , ^. LL �, x r IN.,, � ✓T O?�,5 .,:, � ST 1 A�i�i �; rPA -.R:? + 1`t�"I..i.�'^R ,G{�PRO�✓ =G •'� �' _ _ .-�., A (Flo - ,/ r ., i - .� , � � 1 MATERIAL A � L �t �� DESIGNED { ' MANUFACTURED TO �[ , •s, � � REQUIRED •- ,,. ,,� �:VN NT , F., 9>✓O �:, E 2 x m� P� K O NO c I .� . c. cr- 1 c � . - . - F r �- � BE .,r-c ..,. -,� !1�.,P>` .Ti�l`�:, �.R NOTIFY T�� 8;.,�:�I'�( .. �.�PK M�i i "R NSP�..Tt�?vS L�' r REQUIRED ,... LO E L' c E= I SURFACES S a G THE STANDARDS SET FORTH IN NER -292 OR C. -MC REPORT NO. 1,161 -R. BEARING LENGTH SHALL NOT � �',�,_ Ot� INACc ALL Rc >~RcD S�� ;L BEARING SUR=-� ✓c...,HaLL PE INS. E..TE....Y /� II! �j /��j � r. �. PLACEMENT r 1..11 WITHOUT I r! OU R / , APPROVAL I =' L ✓ (t �' ' CUTS r cn E :7 .- LESS THAN ,,, Il 1. --.r. CUT SE 4M5 ITS ' '' P I�RROVA NGIINEE R. HEEL CU ,, � -' A SOILS ENGINEER PR, OR i O ALA CEMENT CF REINFORCING S T EEL• LESS 1 HAN 2 . DO NOT CU 1 OR NOTCH SE ID SHALL NOT O E_R! 4- G INSIDE rA ;E OF SUPPORTING MEMBER. ` FOUNDATIONS: . �I u T' NATIVE C SO :C ^ 'A E �:�C� * FOOTINGS �NC�S Oti ti 1/E OR ...0'~iFN�. T E D IL �, � �' +� � 2 ,200 FSF � BRA ,Ri`�G CAPACITY � CITY ;��SU, �C. ) SEARING WALL F�2 NG: - -, BOTTOM OF EXTERIOR =CC T INCS ; SHALL BE MINIMUM 1 BELOW OUTSIDE FINISHED GRADE. B- �CKFILL ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL EE �' WALLS 11TH A WEL! DR, =�'N NG , t/; E Rf, iL FREE OF ORGANIC .�5�E i i✓E R S. 1 PPS _ D T U EAC EN =OR OPENINGS 5' -Olt C.,R L SS AND TWO c.' 4x a ���1ITH NE �*��. N NE S l,D CRPFLES AND ONE STUD FOR OPENINGS MORE THAN 5' -0 WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS 'SHALL EE TWO (2) STUDS- SPIKE L4MiNATED COLUMNS TOGETHER WITH i6d 6 ±6" O.C. CONCRETE: ST4C.GERED. S T A G E R SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d € 8" 00. THE SELECTION OF V.ATER 4LS FOR 4ND THE NIXING AND PLACING OF ALL CONCRETE SHALL CONFORM 7 0 THE REQUIREMENTS OF THE UNIFORM. BUILDING :ODE, '991 EDITION. MATERIALS SI• AI L EE SI 'WALLS: -- /', PRODUCE c '� }- � ,� � >= � 4 MAXIMUM �',� _� ,�� r `. SHEAR _ PROPORTIONED T O PRODUCE A DENSE, UCFK• -ELE MIX �+AVING 4 MAXIMUM S UMB OF 4 NCHES u'4 =1�+� F A �, : , . ; c T , , ' SE PLACED' WITHOUT SEGREGATION OR EXCESS F2EE SURFACE_ DATER. J5E MINIMUM F'c = 2.500 Fsi ALL SHEAR WALL SHE ATHING NAILING AND ANCHORS SHALL B_ AS DETAILED ON THE DRAWINGS AN CAN BE ,_ CED _ �- USE aP,� .�T SHE 4 SA CKS OF CEMENT FE* . CUBIC YARD OF OONCR.E TE AN ' A MXIMUM OF ,G /.4 GA LLONS OF WATER NO i ED iN THE Sr -4E4R UJALL S�CNEDUL�•. J E RATED ED �. I kNG .`24 `O) WITH 4 . �iNlMUM PANEL L WITH 5 COMMON . �-- �'� ► - ^f AGG ^CsAT Is iI� ". ALL CONCRETE SHALL BE NAILING OF ad '� o'' O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAi_ N I SHALL P= ..O1�'MON 11J RE PER 94 LB SACK CF CEME - MAXIMUM SIZE i�R't E 1 n i i- i .==1` ES T _ OR GALVANIZED BOX N.-, BLOCK ALL UNSUPPCRTFD PANEL EDGES. ALL HAVE STRAP CONNEC O� .. N TO THE TOF PL AT EACH END WHEN THE_ HEADER 'NTERRJPTS THE TOR PLATE. USE SIMPSON' MS; 424 PCJRIR.D M,.1NO LiT�ICALLI' BET�.�EEN ':Ct?NT2JOT: N OR EX= �;N510N JOINTS UNLESS 5I-OWN CTHERiil�E. A - CONNECTOR UN.O. I ' »N cP R STEEL: F' OO AN OO F F M ING: �� I i A � STEEL ' , p ,- ",--� 40 FJ r; EARS iN ACCORDANCE i�IT« -i oST1'1 r_ R U R 'I� .. T n � T , ALL , .-L REINFORCING STEE L:... ,.JE GRA _ E- L SHALL Dc � PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PAR � i i IBS � NHT EXTEND OVER MORE THAN HALF THE ��02 � ;O : r:. 15. , ALL I"-&" ' SPLICES 32 BAR DIAMETERS OR I -6 MINIMUM, uLE55 OT!�ERWiSE SHCi f. ., RATED SHEATHING pl., 6 0 AND ALL SFE��r,��,T��iv ,c L P �� LENGTH n O APPLY 3 PROVIDE ELBOW EARS , �2 DIA.' TO LAP HORIZONTAL STEEL 4 T CORNERS AND INTERSECTIONS IN AROUND ALL OPENINGS iN FLOORS AND ROOFS UJN.O. P. L 4 R PR (40/20) L U D • 4N NAILD T O FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BCX NAILS N ' FOOTINGS 1tU .AND' WALLS. RE I v,FORCEMENT SH. L �. EE 4CCU? ATELY FLACE E- T' Y SUPPORTED TE-' C. GLUED D t=G AND �DEQUF >` -. � _ L �u� GR � t,.� AT E" O.C.::>T ALL SUPPORTED EDGES AND ad COMMON OR '�A1_� ✓ANi'ED BOX 'NAILS AT 12" O C. aT ..� - �,.r Q`'' � ____i Y APPROVE:: CHAIR,, SPACERS,. Cr TIE:, 4ND SECURED IN PLACE DURING ROUT OR CONCRETE INTERIOR SUPPORTS. APPL'' 11 RATED SHEATHIN ,, ) ON ROOF N 'IdL c D TO STIFFENERS - NERS OR !RAFTERS < IN I E �% SHEATHING (24/0) 24/0_ t t IFFEA T ER'S FL ^�CE ?BEN i . WITH 8d COMMON OR GAL VHNIZED EOX NAILS AT SUPPORTED EDr,cS AND ad COMMON OR GALVANIZED i � ., tt � ', T INTERIOR I � ., -� t � �, r - ,,,, r � � RFc yD ( :JL �;R TO rR. -�i''' �1c.:. •-�Nl? 11_ � MINIMUM CONCRETE E COVER FOR REINFORCING STEEL: BOX NAILS AT 1 0.0.. N EtRIOR SL PORT LA'r •S! -� E�= I k ;,vas . f -- STAGGER PANEL EDGES. 0 U USE PROTFCTI0N - OOF TRUSSES: �.� V SLAB AND WALL 848S; TRUSSED TO BE DESIGNED AND SUPPLIED iN ACCORDANCE WITH UBC SECTION 2321. DESIGN TO BE BY A v� cn c^ ,i, F -- t t WASHINGTON. SHALL BE 5:ZE D TO INTERIOR FACES PROFESSIONAL ENGINEER LICENSED !N THE STATE OF WASHING �N. MEMBERS -' 'c^ c ' T ;, tt ; LOADS. EACH TRUSS 5H4i l BE PLANT FABRICATED RECEIVED EXPOSED TO �E� ! 4ER .,R ,_�R H i l _ AND SM4LLER, ACGO MDATE A 25 PSF SNO LOAD AND ALL DEAD LO D E A THE Y CO CiTY Or TUKWiLA 1 2 ( *o 4ND LARGER: AND SHALL BEAR THE QUALIT ; CONTROL STAMP, MANUFACTURER'S NAME, DESIGN L04 ,AND MAXIMUM - -- I -�- SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICE0 APPROVED 4ND LOADS SHALL BE iN MAY 1 3 2002 U Cf FOOTING BARS 3 T THE E� I ER SHALL PRC'` ✓i ^E ALL t Z ACCJRDANCE WI , H T H� RECOMMENDED ALLOWABLE LOADS. MANUFACTURER � � I -u • n S CONNECTION T *= I CONNECTION PERMIT CENTER 2 4. FRAMING-TO-TRUSS AND TRUSS- TO- TRUS., CONNECTION DE 4I AND REQU RED MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR .- 0 ---I 1 RI TiMPER: APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION ALL LUMBER SHALL BE 45 FOLLOWS UNLESS NOTED 0THER I E >, GENERAL CONSTRUCTION NOTES: /.. 1 Silo AM DP OR FETTER ALL CONSTRICTION SHALL CONFORM TO THE UNIFORM BUILDING CODE NBC), 1991 EDITION. THE :. _i . ,, ,. POSTS D a , A BE S F*2 OR BETTER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND , N r ' C BETTER 5 U N:.ES OR PROCEDURES REQUIRED T O PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL ' 6 2x FRAMIN.� HF C.R BE ER E E VERIFY ALL DIMENSIONS AND ALL CONDITONS AT THE JOB SITE INCLUDING BUILDING AND SITE �� E �.G ;�`� SHALL BE K!L\I DRIED• ALL GRADES SHALL CONFORM TO "WP4 GRADING RULES FOR CONDTIONS BEFORE COMMENG{NG WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL ``� "�; Ea t 0 ALL 2x Tli`1BER LL WESTERN LUMBER ", LATEST EDITION. ALL WOOD IN CONTACT WiTH CONCRETE SHALL BE PRESSURE PROVIDE TEMPORAR` BRACING 45 REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS 51.0 m ��xPir[ . 3,' �, C , TREATED. MAINTAIN MINIMUM 6" CLEAR BETJJEEN WOOD AND EXPOSED EARTH. . ALL NAILS SHALL BE HAVE BEEN INSTALLED. THE CNTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL • , - ' GALVANIZED BOX OR. COMMON NAILS. ALL - MINIMUM NAILING SHALL BE PER UCB TABLE 23 -U -B -1 UN.O BUILDING DEF4RTI'1ENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN MACHINE BOLTS TO EE 4-301. BOLT HEADS AND NUTS BEARING AGAINST ,JOOD SHALL BE PROViGED DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND S. ILL BE USED FOR LIKE OR SIMILAR CONDITIONS WITH STANDARD CUT W SHER5. MiSCELLANECUS HANGERS TO BE 'SIMPSON' OR CO IB APPROVED EO'�AL. NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK THOU' ON THE DRAWINGS SHALL NOT BE ALL 4- BANGERS TO BE FASTENED TO WOOD WTH PROPER NAILS. ALL HOLES SHALL BE NAILED. CARRIED OUT WITHOUT THE WRITTEN PERMISSION FRO THE ARCHITECT OR ENGINEER COPY�:IGu� 2�� SE ENGINEERS � -,az • - 1 ... , . _... \ . . .. ..:. _ _.A` FLAN OR t ALE = $-- Sd • 6' u; • + 4 • _ \ ` 5 "N' :- .41.DJdlh SOLE P. t4.1iL1N,'s i.;) -r ST•R - :p FER 4 AN -,, !' J!5E +bd +� c' O : - ':N W 2x B_ 3: 1 .6d . �- N. t / ., V2'' • • T= - _ w �` + 8` OC _ r ,,- 2x Pfl.00K'"vrs N / 5C�! rD R*'' •1 ■ ∎ ` Q 2 RA �D ESA" -= •c'`1P� .,I \ , ,,,,___ c. , a►v /-GABLE E T� i 7 FRA1 1 .146:,N'r..r +0�'Z ' (rn {'1 0 in r r C. PEL•.i n • / a \�� � ,7 `T ,� 1x TV� P1 H� i I r t –TKiS5 P~R -LA1� I LA 'GE 4 - i 2x 5'l PER °L t:N 2 5 P� w'�! ! [M;N. t � d $L= i,:, t .E I ' ' � • 8" S St!Gr�cRED. !EE'+�'`" A+ 51-1.% ttt�If -JC 5t FER :1J Zi C E 2x TCF P_ + E FER 'L :►� C i 54$ .�R ! Si-'_ ,-i II . AN� : ' \.' `_ ",ms' I � ` ' .e / x .. .. c. Eta =_A?� ^R �.Ir- Sa -• •i t .i . :�� .-- =DULL j N - i -" c F 5 :r-E_ .;LE. MN. t NAIL w I6d 1 / ' LAF SFLICE 6 -0 a * 6" CC. 5 :G =RED 1 --I 1"!k t 'CAI- Ui i d ; 6 6 " O.0 5T1YliFREC �' c I TYPICAL ROC: Fri: =_ I'dG CONNECTION 2 * ROOF FRAMING 6 G45LE ENS LOU -_' LOWER ROOF FRAMING fi S EAR : J I. - 4 TIP:C .. FLOOR ER1 `1ItiG CON.NECTION f t2 I �' O C T • W `• C as c � 77 1�,�1�� A' I Y. J �A+T"71 "IL3 t NL LINE i 1 I 2x vRC Y^..'� F=LAN. r"� .y, • PE 4 if SOLE SLATE �vA`._1NG a�SE +� � ` �c L 'v OR ' I6d Z '' O MN. %" RATED SG'L1 R,'1 *' CL ►. •� _ U51= .. B� �.. C O(L ' y SCHEDULE t /� 8d Q" O.G. 5NEATk'1vG _ JC!ET + s o / �Sd • 4 C. � 1 ` . ; F.' AP •::IV GRADE FER • 1 / 34r SUE L 3, 4 5 b x 5 LA ' ; .. ' FLAX.- C SR 6 MIL 0 APC. -,R r ...-4 0 t cc �.✓R � " SUEFLOC , p , 1 i 7-5 O0 r�.��� SrIEATNI,v'� PER PLAN_ �" r . I = 5•' �1 Ot�l ' 1CiLDrJItN L SUB FLOOR ✓Of2 OR SCNE✓ULE f AE iER C.:14 Gvt�'P-aC "-.1.1- / i / BC_T 6 32' C.C. FER FLAN. i ; �. ! E" _. t- / r i @d v.G. 3 - T . ' I 'SIMPSON U CRt IJ ,' vi • AR �CNT1ti �: - • I I I 5T : � , r3GER 5 ^tS. i JoiS PER y I I TYPE JOIS , I-IAN ER _ B _ ,>_____,. ),r ■ I f \' �TVF` T/�,F p/'`TT i�v{� —Y.` "' 'V� !✓•i i f A^^ ' I I T >/ -- \ - t ' / ' 2x a .!1.. I.+:. S9 r I'�'� ril I , I � : m HEATNING d NA LING , ►� RIM JOIST - - A'�C1 , 1 CA ���� PLAN OR SCL:EDULL 4. •��R / ' \__.! UFB 5T 1*E'�1ER ' FER PLAN - - • ' • N-Tii BLOC' <:t�s JOIST PER PLAN - - AS RE ' D. JO�5T FER FLAN 1 T,; „ ^!5T 6 1 - I• I f 2x PT LEDGER LC (2 i ^ PER -....i. TJI BLC CK!NG ;u/ ;,C s 1 2x FRAMED WALL " 0.C. ; �� RCL; lb d , x FR:i''1E;~. UAL L \ `, \ -q ,' ;\ 04 BAR CONT. lT`'F 4'' O.G. - STAG -GER E':::5 _1 (BE.=.M 6 5IM > >r. '>/' - • • �' \ '' �,. \ \' 1 'r FRr i'4G AT LATER OR SA AR HALL i `�_ FLOOR FRAMING a CANT. JOIST FRAMING GONNECTlON DECK Ce\\ F'�.11 ATIGN AT SAAB \ CzRr -'►DE S2.' �Qi, 5.x; � 5r-IEATI -I NG + NAILING FER FL:.N CR SC EULE \ 2x ' SILL w/ ANCHOR EOL T �' ^! H U ' ll=� L Of FER PLAN OR SC+- 1EDULE US- `� `- i ir� FIFE SLEE`�E ' "SON' NOLDOIItv [V. 60" C.C. MIN. — - - - -- PER PL<.'v • ` -' - -- - � - /1 �/� � � M C, T I� 5 !1 TE 1 ^ i M ` 5 N MARK MiN;11.11 EA N� vCx ., iL LA HNCI -+c.R — / 0 SNEATP NG 1) NAILING (1) NAILING BCL T (3) QTYOf� L& 41 ---• AP �p � II , y M !N. 3�" T ' !! Ed h" O.C. 16d 8" C.G. 58" 60" O.G- I Q 11 iS>r A F �RU4; / 11 OR CSB `A,}�(iJ� cD 12 —t- ` I z � - -- 1 /1 " rr)y od 9 3`OG. N/A 5 e'a ;g2 C�.. 0,3 =450FLF ,_ 6 �` ' �' �I ! V ' o . ^E5 USE 3x STUCS .�E'U'r' ! Pir3 ii 1. 1 -__A f i i \ , •� % \ . i \ _ - F.';\EL EDr E� t I \�' . , % \ " '� - ��� © ET1'+GGER EDGE N4,LNG __.. �.F-5'�►� Otv st{p }— Q o l i-1 % � NOTES iN — _- ""c' -�" SECTION ELE ✓A T ION th t 9 TH CKENED SL ,�8 FOUNDATION 1 � `` FOUNDATIO "i RENETRATION 1) ALL WALLS DESIGNATED i� `'" AR',_ SHEAR WAL_S. EXTER CR WAi__., 54 44LL BE SNEA E' WI I-# R: T 1..b, CD -1 I - 52� 52.0) SPEATN NG (24/0, OSB CR CUX) AND NA'LED AT ALL PANEL EDGES i BLOCKEC) PER SGNEDJLE) NAHLING -- INTERr'EDIATE FRAMING TO BE AT 12" C.G. NAiLINv" NC T CALLED OUT SHALL BE PER UCB TABLE 23- 11 -B -i 11- 2) NOLDCIIJNS AND OTL ER FRAMING HARDWARE 81" SIMPSON STRONG TIE OR EQJ!vALENT TC BE USED FER --I 7 PLAN. ENDS OP SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM U rI.4�, ! 1 RECEIVED V 3) USE M!ti'Mw S �" OF TWC (2) EOLTS PER SILL PIECE 1111 -I ONE BOLT L OCATED \CT MCRE TPAN NOR LESS T ' ^ ' CITY OF TUKW ILA t _._... ___ ______-. __. _ ..• 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIM JM OF 1" ;NTO CC BETE WAS.4ERS TO BE MIN! -U 2" Z�� 1 �2" x 2" x 3/16 �` ` O }— - STEM WALL P ERMIT CENTER i L4" d I r t. ,1, ,A i___ . . I 4 t0 o ^: ES C / ,,F, YR� E, ,,,r. .... „ I MAX. _ • t _ ' / r r (x�Ir� s %, : c1 CONTINUOUS FIG. RE INFGRCEME';? _ - 11" MIN, 5 2 .0 13 . STEFD - FOOTING DETA L I IL...... t;22J GOF1 IR ( 4T tc:OO GECs4 ENG!NEES _ n,. . , Is 4 i . - -- , ' - 4 , - . • A -.... '7 • . . - - . ••,„.. . . 4 OF LIVE LD ........ -...................... ..renommor. -......m.a.....I..."................. • .- .0 . . 7,....., 1) D 2 I :. sli) "a 44 .".• '' . ' -. ' ,•••••• I .............. l=" r , ,,„,,,,,. ..r . 1/4 : , ' . 1 r X t - 1 ...- ...._ k■ i' /V., r-, _ _ _ k , , 1.4..4 , i __ _4. ../ iir - 6. -.... I ..- ...", -2. ')/4-' .• i ' - a- __a.. . _ _ . , ..........,.. .... ,._ ..... ... . , . .... , i . • , i ....... _____ - -- -- • ,,, ,,, V 7 1 75 - -e .1 0 4 I STRUCTURAL NOTES . 5:4. -.* * L.,-,. - :-.. ..,. • , ., 1 . 4 * : ., • , ... , .- 1 t _____ ___„ --p --• --II-4 ---- t i 77 . 7 ,,,, • ..... it% 161. .....4. -."'• e j I ..., ... . . 11/57GPI LOADS : . - , . .... s 4. . 9 IF • • • I 4.-) , 1 ,.. ... , ......4. ..., . • _ . 4 ;V 1p • 1 _ 1 4 < OW „....-...2e, I / 40 " 0 so , )( I hf V •--.......„.... 11911.610%/A01601 4 , * 25 P . . * 4 6 . 4 • 4 IP f .* - . ..:. , - - - 3 1 r A 1 in 1 -A .. i i t**:tll . IA. ROOASF (SNOW) • - 0 11 , .S. . ... . . A .t1te P 6 4'7 '''• • i Ow I_ `i IS RIF . . . . t t( i .,. !k.ort,-.1 _ • - _ • .. ..- ... I . 1 ... . 4. 4 ' 1 i _i_ I - ; AIWAIIIVIWAII, -"" ... ■ j. ■ ,.. 4 f . 0004: 4019 1 . - ,. _ . ' MOORS* L/VE LOAD 40 1 P SF - ..,7,,,,,.4,... . ' I * .i f 0 4 e 2 Z i0"11 ' 1 I .1 -t- ... • .... , - - 2 4 , le: I . 11" ...... _ 1 a 1 . t i0.1 ‘v „)Z / ri ‘ '. 'DAD LOAD .4te 20 PSF - 4.5 I S co . -1,., : .)..) d) 1 6 7 i ; .... 1 -•..% .. ,_ • ..... -7 . 1 .z. 4,' k... - I I I 411111,11.11~1.• p., :....... trt :.:pou,.CicurimsTuitsEDurdceutooRraMCT7ONSIXaiasLAB4son.3H-ccm- 13 .5.5-1A1,4:- el II i '' . ;:: ipli.1•40......*::: : t:ii'34...IL .3.. 4111.:1:::'.: , :7 r ,.) . , . i' *. e . ..7 : 4 ' • t t 1 Ir S) 1 . I, 7: ..... „.. : "0. t I 1 I s • r :..../ ••••.::: . . D. INDID LOAD, SASE vine spew se Niptf Exp ) . . 1 ie SOIL NEARING CAPAaTY 2000 PSF (ASSUMED) .••• _ .:. . -N f . .. 4 '• - 2 I:- ...4f,.A.,-;f)::; I , I , .. I . . • .„,.. • 4‘. ,,,,,, , ,.., . -.. 4,- •_ .. - I . - ! . , I , . r 4 , .L.... I i I L ■ .‘ 4 .; . . . I - i 10-4) ?4,•---...-;; - ,-iis. 4 -7..)17., . ,„, ., ; . , ' 0 , . - •,,,to I , ..- . , .1 .•• - ,z_ .... . "" / . [II / I ., ' --• : • • - 4. ...-... . 4,-• t", ---, .;.... .4 , ..,.. . ...... 4. , , ik,...., ....,, I - ,, 'ASSUMED MAX SOIL SEARING CAPACITY 2000 Per -- : - - ..:. . - ,- • t' .., . -:,4 ,..4 4 " - 0 2't 1 ' , * . . II! 1.- Willaig"4.1111.4 '•`''' ‘( 6° 3 -44°C!L i '-'-' 'T i t 1 ' 1 t - i e . 9 r liz " tvir Z4/ 0 • ,%)( P 1 -.. r ---- -1- ,. -t)5.1‘.._ 4,54.. -...--....--i I _ ;.-. . 4 . ......,zis , , - - - POUR 1011140ATION ONLY ON UTIDIS11111MED SOL --' -- ' r 1 • irk 3.1.A. • -C-r 1 _ _ _ _ 1 - . ,;- 1 , AC •• i . 1 .... .' 4-- i I I J )0 6.,< olt...,... _, . 4 , . - i - . ' • 'V ') A.:1 fLiTIN Ili( ' -. : j 3 .. , 4 `,' 6■ • - ' "-- - t --- r ' 1F f A --4- (21' r.....'..., .,-;,) /.. .... .. • . • . I ,..i". . , i 4• ,, . $ •••,, - ' _ - ,. --; - .4.- , -,.. - _ .„.,,,..,,,7 ' tift.- : • • It . . ...- -.., - I .5 0,... .....: -- ...-. •••-• -•,-- - *, ' ,i 1 4• • I P' e,„4,1-14,....--) L I 1 1 p.-- ,....,c„...;,... - .>5. ,. 7,- ; 1 , orvficitErir .-_, ....._ . _ ,,,. . - . .- ,,_.,__ .....„... ..9.,._ . ......: .. . .. .. . 1 I ... _ vs i I t I to. _ 4:- f 44. 4 .414.• .1 , 11!", _ . v. , • . . ;,. ,;;;;; -10".. - - t ' -` - _ "-. 1 . ' 5 1 .... __. * i . . . . ' • ,' - 4 , 4 _ . . . iminim ) im i. • , _ . .. . - I e2 ;* . T;2...e_ ')(_. 4 ,,.....> 1 . . . : IOUNCIATION Ale FLOOR SLAB asocarn emu SE , 10 ;--..!, = .... -• -- ... l i ..; 7 -:: - _ .. , - . ii • . t -.. .21100 PSI . MAX WATER TO CE14e4T RATIO 51/2 SAKI.", .,;•. 4 - . ' i - 1 • t _ . • ) I = • - !- CUBIC YARD OF COI.CRETE *TAD 6 3/4 GAL WATER PER I/4 LS - ' - • ,., - . , - - . . ,,:, , . _ . , ,..,.. __ 1 ,,, A....,..;)---,..... p -rw idei I . . . 114 . • ' - - ' --::' ' - I if 11 4 . • - , - .., t sock F. •,.. ... . - i i t .-'• i CEMENT. i - - - - - - --- - - --. . - - OF --- I - - - It u ., - • ,, .4 ,,,, ". 3 -` 1 • f..• I {. ' - ......* .., %. P. um, I . r •- ,,,,- ..= ,, . . - i ..„, .4 i _______17.... ____ . " 1 - , • i Fslasee Psz Assumes comma's STRENGTH AT= PAYS. , ., . LH I MI 11 . 1' TI COVIMAGE OF nen. r Kincol, 2 - r:11 1 I Z A I 1 0 II C E D STEEL - . ' . - _... - ... t _, • --.. p , ...... 1 ,,i•••• - p '' ° : 44 t i ' S _ ..... . . 7.44-1111M14 • - • ' Al . * • - . _ . - • . . . , i...;.14 r , ' •• -'!.-• - - • - . - , 1 1 i * ... . i, 1 . ' I i ', ' ''' . , ..../ '-' e' t 4 ./ 1 _ ,.. ,.. . 1 i - t -t-.„ _ v ---...1:wat -..? , ,,,, . ._ ,,-.- • ...r t„.„.... v-vr ‚.p _di., 7 0.• .....-------.- ---..---...- .----.--.....,--.-- ...._r........_ Irgl#11111,7_, ..„ .,,- ,. ..1...-. -.‘,.. .*.•..-,-.:-- „. ..- .... i • 1 . --"- . •,----, . - - f 1. ....tr-71::."1-% . -.: -. i F ' - • - 0 • i • i.. . _ , I tie. - .., i '5' - . •:- :•• ..' . ' -tfr' 31Pct • '•, ' - ... -.,. ,-,•----•;." ..• 1 :- . :. • - • ,:•• ' -:- - -'-: *1-' I : • ' - •‘'*.." . 1 1 pp*. ,..) zr„,,t, i 1 ......... . . - - - -.--.4 - ,... • ' _ ‘al 6 1r - 3__17.e_r -pLi.47.-.4 . • .„ ,... ..._ ALL SEINFONCED. STEEL SIIAL1. DE GRADE 40 DIEFORNIEDBAIN.1111- , 4 .....,. ",...,,., .1 . . ,..._.... ..: z.. i ,....t...,,,..., ......... . r : ":: .... ' - ......---..... ' ,. ':-.- ' • ,.. -,-") ' . - -.. ' -• . : . : . . ..- _ . }... - 91 1:t l,,,A tr I 1 ..r.1"? --jr'' ‘1. ere. ' ...- 1 t c. • • • I , -. ,•_• _ •• - *- 1...................................44. 4 • . . --...•',. ,: ‘14.....0.-. .64-.. • , . -.... 4. ' •.. '1. - , - -'.... 4 .. 4-74--' ''' • '' • 1 i ... .- • .- '''''' - 4 f• ..............444..................... .....111......... .4.4„,...„„„4.4.4.......4.` '.•;* ................... ..M.11.111.■•■•■•••■••■•••■•■•••••••••• .....,....... ........... .../1.41. ..o... .... 4 ............, ' .„:"... ,.,.. fif7 • . , fig..-1111FLLT . '. - -..- 21111.1141' - . 6 e' RIEINIMMING. ' VihilltH32. Wartillair)DIACM; Epagrn4hiLaMICSPICINCAANDME2°.°11114TLANINDPS7alnEDDIAmiffillit6 -11111"°11"1111.:14151', ' *:11-•::- ' .. f.'1:414 . .• . ' . ....... 4..... -.... -'•••••••■•■••■' _...-..-_,... - -.......m.-•••-•••a.••..aw.o■wo....o.-..r...o...............444.........4.4.......,...- -.....r.....-...............................,.....-..........÷ -4 .. , V .44 ` ' . iimitrive iviiu Fwayie -_.- , ,.---- r -,-... '..'-' -. ' , z::.4.: ,- - - -.47, - -.,-_-_= --. •- • ' 'DURING , - - . ,.. E ' ' ' , .I -c /13 . -- 6%-1, z. 3 • -;.,. • z__,..._, • I hke. - ...2...st.-- : .. i . . .- • : i-F7' --_-, • 1 , -11 • •; - - i ' - ..1 - - . ; r - - ,. 1 . T) 7 - , ..1 a , ' • tl - --e, ri", ' • :-- ' 1 . 1ft 4, ; 'er T ..._... , • ..... ,.... -, ,.....i• 1.:...... .- ...... i.F...... , .f.• - : .. ' ..- -7--.-- ---- „.--.--- - • 1 ,.., 4 i _ ; --- . ,........ _ .-- ...,......,,,,... ,..„••.,... ,, • ., ,.... - .*..._. ::. _ ., , vi7 m.es: . . suul ag Ansi A _L...... . ,.....-. . , . ,-. ...... _ ;,...,,, •- , . , „, ,., .,...t. ..--•:- ,_ ;...., ...- _ '-- --- .- 4 . 1,s. ..,.. • _. .- o , ..,. , • . ,..: • ,,..1 . , . _ r f . L■■i ... ..... ' I • 1 - • „ -• A., ..•: , i• , .2 - . - 1 , - - --71:T. "=.=.....-..- ..- . ALL SEALING WALL DOOR AND WINDOW HIMDet. NOT CALLED . •-;.A.1. STIWCTURPA. greet. SHALL SE AST14 A4 Pilivi, CtiAti iiila e t. 41 --- ---:- ''-'-' -'• • .--' A - , : • - I . .; .,- .. .. ,,- if 4 let-'5,.4.'"< - , . . , .. 1 . , '. turret OTHERWISE NOTED OM TIE PLANS SHALL SE 4X141 * 2 OF !- . -; • OF RUST, PIPE mimeos eau. BE AST14 A-53 altAlit L_ -; - -..,. ;. - . , - ri ,- t ., . . r 4,-.) ..-1_. , • __ _--.., ---. . -4____...:: ..•-, . .,. . ,. ..,.•...... ......, -,,, a ° WITH ON CIIIPIPLE ANTI ONE STUD AT EACH END OF OPEPIING 5' 0" ii- ._ - _ - ., .,...--4.----I ;?....- • .•----;=..':-;^..- - :..-.. :! - 40b-4 1 I 1 .. - ., -.-.- . . -.- • ..._:,.4-%.,,--Tr* - - • - • - ------- y : . _ 4 , I. ''' - -. -,, --a 1 - ----- • .• . . , I . I , r . 4', 4 , az 4.‘z; P-7e.-. _ ,. _ _ _ _ ._ ____ ,.. , ,- got Las , Arm TWO CRIPPLES A1W 0/4IE STIND FCMt OPENINGS L . .• . _. .- , ._ , ,_.,..,.„.. ,.,.. ,. _ --„.- - ,„,.„, 5 ...„....._____,,,,,,..„,,, „.... ,,,,:_ ._•. , _ _ „ _ .....;441t, ...,,,:-.„.; ;2:4 ,i4.,. ...- - 7 ,, , r 7: 4 7,,,t2• - 4 .....,. ,ii -: ,. 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IOVERIAP MN 4' AND mum Pet WC Vail 23-1141•1. fe .••141)1411 Are MMUS INIE r NOMINAL 1 41 .;- • - '' si - 1 1 _-...-;,..--.•' - • . ._. ., 4--,------ - 0:4.....„, o , v ' i._r.. e N' 1 -"4*- - _AL ',"" ,• e• e••:'''.. r`-' ; e 1 . .. - . I IIE A II t i I NIVIDERIS MR, WIWI.* - ,. ' - : '.- 1‘ - - :,-,,,,:. . , - - e - ...:- - , 3,;, -J.. -.. -..'- , -. - - ' - - '''-',- - , • %,/,„,••,.. • ‘.• .:t.,.... ...o .... 4 ... s , ,..... , - - I F.. . 4 _ _ . ..--- 1 X 1 •. -- ... - • At. -. - 44; - - .- ' : ' ''' li• * s• NOMINAL DF*2 . . _,,,-- .,-,,--- ...-,--- -- -- -:. ---- : -4.......' ' 1 " ,. ' .....-v' . . 14 „•,t i gtt.& - .: -• - 't ' . . -- - - .„0 _,,,,,,,,,.. _ ...• -tt. FLOOR AND ROOF /WAPIVVG $ . - • , .,.. - ,,,, .-. - -,..,.. ,..,,,,, ., .., -.. .. . .*, - . -. ,, ,.... • :-.. , . _ ,.' • .---,,-- -. - ..4.J: , , -, • .- - i'... ,--.. i,-- ...-- - ..,, ,....» - -' se.- A p- .,.. .,., 0.... ' • `.,-,..-. -4 !-- .. 4:000iets ! r r.44:4 Pc. i N ; G. K. ei.'t• "*+ -' 6..., , „\;?,1. - • , , :::.;,.., - - :....,!...•, .• „ • , ri,6„. !...., A'4, ...- 114,. > -7 4 ralt g * 4,514 r. ? : 7 4 r . I 4' j ' -.%. wo. I .1 1 Z 1006 ' 61 .40; `1‘ ' d•' :--- i . I • . . . - ' •- , . . - ..---- i . .4; .3 i • '-' . . , ,..., , :, • II,' ....„ -- : 5 .. . ra... .4.,,,,,77.,-,- , . i ‘ I. .._ tt,\ . a,....„.:..,. .......,:. .. ., ,,.....,,,..-...-_,„ 1 4 -.•,_ - [ 6 NOMINAL DF411 't;•:;, r;PROVIDE DOWN/ 3016TS U/Klat ALL PARALLEL murrnciege ': LA14 SEAMS 24 F-V4 (ft at PSI) FOR IiIMPLE . _ - ,,. ,,.. , • . ...irt, Lcv,„--Aii .e: ..,.:( , -. -. •-. ,.. . . , ., - 4 11 EXTV4f1 OVER 14C1RE THAN OK IMF 1111 1.11111;11111 Mb . - . '? . .1 1111TWiti papt autruzvER M 20.. vs - , . "1111 _,... ;441 4 - ::, .,:fi.., . , 7'; • • v -,,, 1 7, : . ., , . t . ; -, 000...., „.„ .,. . 2... . ,.... . ' :' .. 4 op. r . • ‘..ot ;.- • -,-„, A...--.1 .4.• kilA'. A ROUND (40 ) faiLED TO FLOOrprAL 34 4 imam ISIIE PLANS FOR PLYWOOD ..• •.,- pLywoop OPNGS IN . ENI IFLC10 N 11 I4f) NPPL .- ----=....- ‘.1 ,- , '' -•‘„ - .. - --r ..-- -.. :it ..,.._ , ._ . 14. - -a 4 t 4t.(m■i' 5 t - i ;c.- 1 r.... ., .. ....- , ,.. i . 4 . • 1 . . .........movoommool i i' t .'. .*_ IN4 .._,,..... _ . . . _. ■ - ..-:. i _................_...7,4 v! ... .., • .,.. V . ,-.',.. ,'•• . - ' ... • • T -g '' '••• i spitucTuRitu pl 4 : it .. ,- , .:. , , , .i. ' .....' ._.-. -%. ,., ?.......,.. .' ...._ •- , . . , _ . --,,, loam ad G411-VAINIZZO BOX NAILS AT 6" O.C . AT ALL SUPPORTED I ' • . . - I ,-,_ - _ ..._ . .;... . . ,,.:stt .. 4 :1 1 MD I SIES ,suppoirrs AND ur ed aiss GALVAIMIZIO N0TED caliewnsE NAILS AT 1 12;:l ios. C. A T INITIRIOlgy 1,',N ,- . . . , . „. ., . .. 1 f- . . . • - - ., ' : ' ' t3) Pe...IA, . _ _ . • . , ,---- -,--- i.,,,i'..../..-,, ........ LH PLANING TO DE IN COMPLIANCE WITH UDC SEC 16111,23113 =IL =LI '- • _, - /!...':•-‘ • :::- ' . :...:.. . . _. ' 1 1 . • ,. ,„..e. •;.., .. , . - - ,.- . it i . . 1RATIE1) SIREATIONG (24/0) 014 ROOF NWIED TO STuvremets OR 6- 1 0 1tovvot mann ul ilCCORDAtiCE vans vac stmenutz 23-1.9. - .; - ' . -,;-- .-,....1 - . .-*' - Itii: ,:••-- t, • . .ifigol ,-, 7. / * , . 'N I V , -)Nil -'..,..- ev Zie.=... .' 3 * B Ei . '-...- k/f, 1 • • c , ' WIT11 ad OALVAPITEM NAILS : 4T 12 - �c. AT GABLE ENDS V , ... .,......,..,2,,. '; --7•L. ' - ' . .:,.-..bit - 1 ::-.1...4-e--- - ' . 4 , 14 ,, , - : :::' • 7 - :;..: ,, , 1 :s.,._--i, ,; . Y.:1-.-;e-!:_: - ;. - 7.1 44 ,.. , 3,.. , . :. L...,.., , , -.,,,. ...st,....„-,,k .... . N / .‘" - PROVIDE SOLID eLoaaNG AT 30IST SUPPORTS A/40 RAMC '`..; -",- ' ` .11 - 4' r:i.C. AT ALL OTHER SUPPCIARTII) enaes, AND 11d GALVANIZED _ i . • .. . . . . .. , • - ., ,_ cl--- 4 I ,.., tiAILS AT 12" 0.C. AT irinsploit SUPPORT'S UNLESS NOTED .i. - . _____ 4 . .., - . ... A / ,/./;•\.. \ / A - , 1 ..-.--. t ORIDGING Olt BLOCKING' AT MDSPANS OF /U.L 'SPA NS r . . . • - - taneownsE ON PUPIL ,.. • . .- -- • . • , ........_..... -- e Ferr. - ... - --.. •• '3 '0. r _ , , .. , . ... -- _ . .. _ , OF INTE1UC111 ISIGF4 NOT REQUIRED UNLESS Noire) t. ' , , , 4 .,. APPROVED IonT mourn, %vientE muuntex ----:- ' ' -; - ---•‘- - , ;I". . 7 . 11 ‘ .., - --7 • .4. -i. - . . . a : t.o. r . , ..,.. , .. 1. . ' • II . , , ._ , . . 4444•4444.4.44444,44.44.44.4.44,,,„,....44.44144......... I • O i-ir Pi., ' _ . .5- • " ' ... 40.■••• .0 1 , , e . 4 .4 .; 4 2 ... z ,:ii 4, F.1 4.. * '.1 L"'"' '..".., . 1 ' lL''.4 /0 41 :Y THIE SIMIII PIAt416 11111111116 PERPENDICULAR TO *AMMO AIND STAGGIEL ..... I iltOOF TRUSSES, SIZ1/S 11/ TIE VERIII!D, DETAILED AND " - '-.:-...„- -. - ..- ." • - . , ... ' dt- - • t -• - YIPREFABR/CATED EY TRUSS MAISOFACTI1REIL - „,- , -:. '..: .7:*° : - --_---:...,-. 4----t.4.-- - :•:.-.. '.- 1 %.....c: - : 2 -i ' --.-4- • . •. • 1 . .. i MEL EDGES. . - , T• ' : • - . , , • 4 • ‘;,V. ' ,l - ,,,..:7,•,,t.,..ti k' E. --.:. 3. .: ••,. . . • . • -. , .. - 1Mi 0 . . • k:....- , - , .• . ' ''''' A • ''' : • k 4 , , , % . ." . g . . r'' 11::' . ' . r N. 44 . ,,e ' ' P ' l . , . ‘ ' . ! „, . „.,.. ..'' ' . ' 1 . ,.. , , ' i , , , . . ,.: ' . : '. . ' t : • . . . '',' , ti ', : . •-• ' . . • • SO . . , . t• N . , f I • „....., .... s , 'ITt„. 4 • , - . . " . • • , : 7 - _! . ., . . - . ' • va. ft i , " "" r ‘. . 4.... .."' 4 , ' ' + . ■ - ; . . . . - -■ . • ' ' ' Hri I * 1- $ 7 VD NVALLS , •-- .. . ....- .-; ,...,.,.• .,.,.: .s. - . / . ..,- ,. 4. i ._,„i. ,,.. ,•••• ,-;,,:_ ,..„,... ,..--e.„--„ - -, -,,.. , . . Lik..2.4., 4- ' 1L)4,.. - . de:: -...z.."--....,-_ 4 -0.0 14,../ , . ., . • ... :STAiR NOTES 4 -.,,. , , . , -.-.,... ANSE 2116 STUDS HF *2 KD 014.11XTERIOR WALLS • lir OZ. ' . '''' - ', -e ,, ?..'-'., -i.. ,- - 21C4 STUDS ON INTERIOR %VALLS WU= ammonia mem= t. ' • : - ,ir. , z..;14-1 z.., 4- . . - ;.7 4 6,L i f...., .,- ., _ ... ,. . ., : • ..._. , , •,.- .,•• - • , . ----,:,,,z4:4-.-.:,••,....,;„t:).:-- , ,..-- ••• --' ' - ''`°,‘,' '' '-`.;.,,_ -:' '' ' - .,- -. ''' .. ';t1.• ',:',-.--, , ....... • .. . - • ..„, . ._ .., i- ... - t ""i ) --. 1 7.% .. ---' , it f`.., .., .... .1 4 . .47: 0- ' r .' 4/ 1‘ --, ... ' 7.. ' ''''1•41.-'..... - , 4 4 ' ., ,,--- 1 ;.MINUNIU/41 WII)TH 4 . t, ... 3' 0" - ...„. ........,, _ , ... , . . 44.. 6,„,,,,„.. i ,••• ...--- . - . • , -,. ,, . „ , . • Z• 4 • •• :•-` , , t'...... . •-.v --'," , ... . : ",..t_ 3,- 4 , . . , .... .- - r MAX RISC 11 , • --,• - 7 , VI ........„----. 4., • ••,. %, ' - ' ' •• '• • 2 : : :. . i imiluolum mitami" seaD ,,,-', .., ..,' - - _ ,...,:...:-. ..A..:...- i•_ .,--: -.A:L.-, .•••. . . ' IMPUIRZ TOP Puma *al. illmE 300 , srAGGINID NatialPs ' '-: , , . . . ._ . -- -,.t i ,- ., • i T - 1 .. I .-- .< . .• .. .. ' .,. \ ,„., - kis.) '..."' t 4 . - #!- 1 4 , 4 7- 74. ' ; ' .', TO HAVE ENID ourivitmeo AND TO SE Milt. 34" AMID „.,„._ ,..,_ J',/ • ' - i... . .., ,. ..,t .---.'... ''.1-. - .,• • ,".6.'' l'• 4 '' '' 'N' ' ''`• ''''":" : ' 1 . , t % ' :- 7. l'i• ''' ' k '''' - - -,-.r,' '.• ,-. „.,•...,-,,..: -_...,...i J •..; , ,,i •....•:: - ,.. a .. 0 . ,. , , , 1 I • • .. 311" ABOVE TIREAD rosillie. -:,..-:.• - , . - mbilammtarreCApRovioe- R°12/PlakTED °1141 FRA141"11;;41 0; . • ift(Visirie ..,.,„ , , P . '•,,..-. .- . 4 - t.' , . .__. ---, ..--..._;:...i....... 7 ''• : : .; • e .» •","'-' .1:.- ' ' ' , • t ' ' - - 1 1 • ' 4 ` . .. • 1 4".1' I I -1r, ., . '. . • . - . .- •tt . - - -/..- r ' , - , :• ::41110111410GIRIP PORTION ON 114/411RAIL SWILL NOT 011 UMPS THAI. 1 .-4 ,...,„, ,.."`44( .. , , _. . i.. .... . „ . - CITY OF TUKWILA - i ,,,.. ' ' : ' IMIORE Di r . , :r : ,riap 0 ty Roonsma pi AccommacE var usc sec iss3 ,, :: ,, ,,, _ , _ , ,.. , ......- •.... . , ..., :', ".... 'Z. -- ...7".':.',„ - 4 • i " • , . . ..... * • • " . ' 7 - •C. \ I , •'. r.'' / . .,.• . .7, .•%./.,/. ./..,/,, ,„, .. .., ...-." ./ r ..4.4fr<el' . , It"..'"..!(.1. CO 0.... '... ' 7.1.° : - . T. ' ' a ' ' . .1 ' ' •" • ■ • 4 '.., , 4- .:i., I: , 1/ / / ,)" . : -../ -- . ..- ,,, , . 11101111DIUMPL. PROJECTION FIN214 TIN WALL SHALL HAVE NOT LESS : .s."; • • ', . .....4.= "t: -----4, ss. ,.- ', 1 ; / , : -.. . / , ,, ,...., .... , / , . f -./ • • .., .7 • ,, .. ,, . ` i - . ,. I 1 . ,.. , .f - \ CI U , - . ....•• . , 1/ • . : ,o,,......,,, .. . . ' • 74,....`•••' •-.'. ' 1 air is SETWEEN THE WM. AND THE HANDRAIL = -. "Art . ,.._ \ .. ,,- ,, ...-44.- , _ . ti , •-. .,,..- me use, • „ DIN ()IF - • .. ,, , To ttl o yik . II, - - . • - . .,-..1.1,. - 4..„ , • ,•:"' ' : ' ' ...4 .-. 1 •• -WPRO • . , ... RECEIVED _ , •*. - • rod- • . / i" - CZ, nista SWOONS amtrammm sinusiseR AT TOP AND - 4 , ,, /•-/‘ N„ / _< , ...,.. 2, ,. ,...,..., ,.,. . ,, ,...,-....„..‘,.-„,..., ... .,,., ,r. MAY 1 3 200k, ,,„ ,,... , ,,,.-..i...... • ..-., .-..- • 't. i ' ,' ' - . ,_ Iv . 4 : - Se‘•••i 2; .. .. •\... .7 . ,/,-. V - /\ / ... F..„.....17 ...... , , . - ., • • iti WALL ALCMS; 51111,411111 IPIPt SliC 2514(1) IMIC . . __, ., t. . ' • ....., / . N e ‘P ..,) - 4 4 0 .4r,,,, , 0- e- ‘.,, ;,.. OslAtoor.e . • .. : . :. . .a ?oat '', -,.....,,,,.: ..., . ., ;... , ,.• ... „ . ,...., ... .., . . i,. . ''''J - AUL MOLE SPA* %MOM* STAIRS TO NAVE -sir TYPE or : . , -. WALL 1110AM, a t , , . AT VALLS AND SOFFM; PM SIC 3314 -` ; 30 1 u 540 . , . . . . _. ...._.. . . 4 .-. $c? , L Z ? ; ''.. ' i'•9'" - 1-4Z...- ... , • , ..... PERMIT OENTE ._. . - . -- F; . . , ...14.; ) ,....": • :, .-,. , - ,, . ,.. t • , .. ,, l,„ ; - ,,,... 1 ,,) Lio . ) - . - - . 0 .. . , .,. . , . , - „ ILS NO ft• rw • .., , , • , 4 ' AI r ,... -; ,,,, NP, , , ., ' ..,...%; 1 .„.•*„...... • 1 4.1.1.1.11111•• . - -....... ■ , ,,...*". - 7 .., .%,„„ i ,„,,, ,„,,......, ,....- , „... •• et , - • t 2„ ..., ,, - 1 „,.* 1-0' ....... -.____.........................................., ore.° , i ' ...-................ 1 *Mgr-, 4. ••• 'I t, • • %,. -. . ---. -,- - 4•1 ' d , . . • . . . . `'," , • s ,, . . : fit. Se 4 4 '' . • "'' ,-. • - . . .. _,. --Ik-001--k vei ---.1"-- ,. _,.. • , • - • . .. v i ' • ,.. . 1 p . ' *., '• C' •.':` 4..... . • , . r. • - . . . * . , r _• ..,- , . • k • ..., • , f .„ . . . ' . • - . • 0 . , 1 ''. . . ,.. I . . ,. .... • ••••• A I v... • ' , • . "t* t . , , '', , . . ''• ■ . .. 4 't •-4, . , i:? , - : !g ... • -' -" ,..0 A*, ..Amkt ...., reflaw.....alsdellvs. 4 .204,1.11 AMC. ■ Uttar .1o .. 111, .... it ......, _a *., . h . '.../. •" _Hi- - . „ .: --A . . *•• . - , At .... ir .... • ..,,,r.'A.....r . i ' •••• • . -.... i . 4- .4. A 4,6 . ' ...-4 -14 .1,41.1 • •44 , :-.It ,Arro,‘,„... 3. .....4, .. ,. , •„ 4 • • ..0., • t ....,, ., .*: 4, ..4,,...it ; 4: 4. • A ,..=*04,1,,, , , J., .,, .,.. ,,,z.,..,, • , --..,4 !- - . ..4,.. ,,, ion, - , A .- , . -*. . • „ii, , 1116,1(0,6,44,,,,,,, . tali& , . ,,,..„,..., 4 . 4.1.,....,,,,,, , ‘,......,..,,, ,. ......11 . ...L i i . A : - ....4, A .„,„,_ . ) , , a 4 • :•, 1 FOSTEA HEIGHTS A PO T1ON OF THE NEI /4, SEC.22 T.23N., R.4E. SING COUNTY, WASHING hN CITY OF TUKWILA LEGAL DESCRIPTION OF RECORD PARCEL A: THE WEST HALF OF LOTS 10 AND 11, BLOCK 4, ADAMS HOME ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11, SAID DOCK 4, AS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 3573683. PARCEL B: LOT 12. BLOCK 4. ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON. PARCEL C: WEST HALF OF LOT 13, BLOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON. PARCEL D: LOT 14, BLOCK 4, ADAMS HOME ACRE TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME' 11 OF PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON. METES AND BOUNDS LEGAL DESCRIPTION A PORTION OF BLOCK 4 OF ADAMS HOME TRACTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 11 OF PLATS, PAGE 31 IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 01'30'37' EAST ALONG THE EAST LINE 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 FEET; THENCE NORTH 87.53'42" WEST 189.29 FEET; THENCE NORTH 01.27'47" EAST 206.31 FEET; THENCE NORTH 87-31'26" WEST 189.46 FEET; THENCE SOUTH 0124'57" WEST 103.22 FEET; THENCE NORTH 87'52'34" WEST 126.11 FEET; THENCE SOUTH 01 -2303 WEST 309.78 FEET; THENCE SOUTH 87-55'58" EAST 315.06 FEET; THENCE NORTH 01.27'47" 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 PUBLIC 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 DECLARIE, DEDICATE AND CONVEY TO THE CITY OF TUKWILA 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 AND UTILITY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND ALLEYS SHOWN THEREON_ THIS DEDICATION OF THE PROPOSED PUBUC ROADWAYS AND UT1UTIES IS SUBJECT TO THEIR COMPLETION BY THE DEVELOPER ANO THE 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 PUBUC FACILITIES AND PUBLIC PROPERTY WITHIN THE SUBDIVISION. (17.04.060 8.2.) IN WI TN REOF WE HAVE SET OUR HANDS AND SEALS. ) MICHAEL AN PRESIDEN , TRtOOR, INC. ACKNOWLEDGMENTS STATE OF WASHINGTON ) SS COUNTY OF KING ) rBANy01— ON THE 3RD DAY OF :(j-kl 20 Wit__ BEFORE tAf THE UNDERSIGNED NOTARY PUBUC IN AND FOR THE STATE OF WASh,`,G TON, PERSONALLY APPEARED MICHAEL S.K. CHAN TO .`.'.E KNOWN TO BE PRESIDENT OF RIDOR, INC., A WASHINGTON CORPORATION, THAT EXECUTED THE FOREGOING INS «'UME.NT, 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 4-1e_ AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WMTNESS WHEREOF, I HAVE HEREUNTO OFFICIAL SEAL THE DAY ANO YEAR FIRST \S SHE-;-.'N1 t' 0 --.., IOIV F +q '9� pp i o t1OTAR y -? : i : U 0, i i PUBUC .�`s3q\• 9-9 -0�. , txj �,QW� STATE OF WASHINGTON ) SS COUNTY OF KING ) ON THE 3 f _DAY OF SET MY HAN7 AND AFFIXED MY ABOVE WRITT =N. PRINT NAME OF NOT SIGNATURE OF NOTARY PUBUC W %S 0I1rus 514e,e1..P„;, DA TED cr 3 z. oo I MY APPOINTMENT EXPIRES S4pt o9 2_003 STATE OF WASHINGTON COUNTY OF K* .V D JLL 20S BEFORE mE. UNDERSIGNED NOTARY PUBUC IN AND FO/THE TATE OF WASHINGTON. PERSONALLY APPEARED_____) t� TO ME KNOWN TO BE�C:c. -1S_ � - 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 THERE iN MENTIONED AND ON OATH STATED THAT___ �4 AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN Wt „ ESS :HEREOF. I HAVE HEREUNTO OFFICIAL SEAL THE DAY AND '!EAR FIRST - „...�. _ —P'S SN�`‘� ■ , :0 SOTAR y -9- , rri: :O o: i i %% tiPwAS SURVEYOR'S CERTIFICATE 1. Wt� SET WY HAND AND AFFIXED MY ABOVE wRt r rE,N. THE WAS PRINT NAME OF N9FAPY,Okets SL e-eh a. / SIGNATURE OF / t)1,2�,L,,.,/ NOTARY PUBLIC DATED Lim 3, zoo I MY APPOINT MEN i EXPIRES 09 003 STATE OF WASHINGTCN • COUNTY OF i, v AS A LAND SURVEYOR BY THE S FATE WASHINGTON. CERTIFY THA T REGISTE PRAT IS BASED ON AN ACTUAL SURVEY OF HE LAND DESCRIBED HEREIN, CONDUCTED BY ME CR UNDER MY SUPERVISION; T'r4AT THE DISTANCES, COURSES AND A; :r;I_ES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED CN THE GROUND AS DEPICTED ON THE PLAT. PRELIMINARY PLAT NO. L9$ -0019 FINAL PLAT NO. L2000 -026 1 PWES 11/30/02 . ,. • CITY OF TUKYALA APPROVALS PUBLIC WORKS DIRECTOR'S CERTIFICATE I HEREBY APPROVE THE SURVEY DATA, THE LAYOUT OF THE STREETS, ALLEYS AND OTHER RIGHTS-OF-WAY. DESIGN OF SEWAGE AND WATER SYSTEMS, DRAINAGE SYSTEMS AND OTHER STRUCTURES. CERTIFY THAT THE SUBDIVtDEri HAS COMPLIED WITH ONE OF THE FOLLOWING: A. ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS TITLE AND WITH THE PRELIMINARY PLAT APPROVAL, AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR ELECTRONIC RECORDS IN A FORMAT APPROVED BY PUBUC WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD, UTILITY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BEING AS CONSTRUCTED” HAvE BEEN SUBMITTED FOR CI rY RECORDS. B. AN, AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVE BEEN EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TITLE SUFFICIENT ro ASSURE COMPLE nON OF REQUIRED IMPROVEMENTS AND CONSTRUCTION PLANS. EXAMINED ANb APPROVED BY THE CITY OF TTUK`MLA DEPARTMENT OF PIIRLIC WORKS THIS DAY�uI 20 CI CietIVLI". DIRECTOR CITY TREASURE'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND ALL SPECIAL ASSESSMENTS ON ANY OF TMf, ARTY THAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. (1D .. R Ooe,,,<..Qc.Q_ FINANCE DIRECTOR /4,1_9_1 DATE MAYOR AND CITY CLERK'S APPROVAL EXAMINED AND APP VED BY THE CITY OF TUKWLA THIS / %i)AY IAvv\aXz-- 200/ TUKWILA MAYOR . l,/. WILA CITY CLERK KING COUNTY APPROVALS RING COUNTY TREASURER'S CERTIFICATE I CERTIFY THA r ALL PROPERTY TAXES ARE PAID AND THAT A OFPOSI AUOUN T TO PAY THE TAXES FOR THE FOLLOWING YEAR; IHAT THERE A SEES SMENTS CERTIFIED TO THIS OFFICE. FOR COLLECnON. AND NA ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS. ALLEYS, ARE F'AiD IN FULL_ _ lkDAY OF Jtit, 200..1. A.D. r HAS BEEN MADE IN SUFFICIENT ARE NO DELINQUENT SPFCIAL ALL :; PECIAL ASSESSMEN 1 OR FOR OTHER PUBUC USE J r r KING COUNTY • E • URER COON rY REASURER ■ s . , Sh • : .°P • • l4SHING% °,'fr KING COUNTY DEPART 1ENT QF AsKaamatja EXAMINED AND APPROVE() THIS _ DAY OF f�t- 20.a./ A.O. • _._cSC d C C /1Lct_L4P_ 1,.P <`J ie KING r oUN rY ASSESSOR UEPU TY KING COUNTY ASSESSOR RECEnfED s���. 1 U 71101 TUKWILA PUBLIC. WORKS RECCRQI`IG CE R TI ICATE FILED FOR RECORD A T THE REQUEST OF THE CITY OF TUKWILA THIS La,. DAY OF 2O.0_L A.D.. AT .7.0. �tINU i 'S PAST ..7. =. �'_. -- �° _M. AND RECORD; D IN VOLUME 2.4 _._OF PLATS, PAGES 43 / - _--p RECORDS OF KING �'Ol.)V TY, WASHING TUN. _ _ OF RECORDS AND ELECTIONS a tJ� J —r DEPU I irt; <F -C ior, KING COUNTY DEr'AR R ;EN i OF RECORDS AND ELECTIONS DEPARTMENT OF RECORDS AND ELECTIONS RECORDING NO. C12 Q./ CJ _.7 / oQ 00 7() DiREC TOR, hINC; t:OUN 1 ( (AL,,,e „�� "NOTE'' WATER AND SANITARY SEWER SERVICF PROVIDED BY DISTRICTS. !_c ••+ ctiIIlq.acYrz...x'rO +c..:.11!,'C'i�- «.s'+.iF 'I PREPARED BY Bohm 3 Homber Jnc. E N G I N E E R S & S U R V E Y O R S 100 FRONT STT'E :EIT So7FrH ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 --001 1 /36— i FP.DWG CHECKED a; I fiE I 4 -9 -01 SHEET' 1 OF 3 • DRAWN BY) •d / • • • FOSTEn HEIGHTS A PORTION OF THE NEI /4, SEC.22 T.23N., R.4E. K =NG COUNTY, WASH G t ON CITY OF TUKWILA TY EASEIUEJI AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SEATTLE CITY LIGHT, US WEST TELEPHONE COMPANY, AT&T CABLE TV COMPANY AND OTHER UTILITIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PRIVATE AND PUBLIC). AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS, AND DRIVES, IN WHICH TO INSTALL. LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILI P`5 AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION. AND OTHER PROPERTY. WITH UTILITY SERVICES. TOGETHER WITH THE RIGHT TO ENTER UPON THE LO TS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE. CABLE TELEVISION, FIRE OR POLICE SIGNALS. OR FOR OTHER PURPOSES. SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUNb OR IN CONDUI T ATTACHED TO A BUILDING. RESTRICTIONS 1. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. NOTES: 1- SET 1/2' REBAR AND CAP (LS x{11332) AT ALL REAR CORNERS. SET TACK IN LEAD IN CURB AT THE SIDE LOT LINES PRODUCED TO AN INTERSECTION WITH THE CURB LINE. 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 THE MAINTENANCE THEREOF. 4 THE ME (5) FOOT PRIVATE DRAINAGE EASEMENT W1THtN 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 FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL_ EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 6. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOT 11 IS FOR THE BENEFIT OF LOT 10. • THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES 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 DE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT Of USE AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON. E. THE C1Vc (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 14 AND 15 IS FOR THE BENEFIT OF LOT 16. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAI 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 Th. BENEFIT OF LOTS 1 -4. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINIC.NANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED ,N COMMON. 10. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF TUKWILA PUBLIC WORKS DEPARTMENT. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION FOR ANY BUILDING PERMI". ALL CONNECTIONS OF THE 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 HE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH THE CITY OF TUKWMLA DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROvAL FROM THE PROPER AGENCY. 12. THE RESIDENCE ON LOT 15 SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 13. THE OWNERS OF LOTS 10 AND 11 OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED ON THOSE LOTS AS REPLACEMENT TREES FOR TREES REMOVED IN STEEP SLOPE SENSITIVE AREAS. LOTS 10 AND 11 ALSO OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED TO SCREEN THE STORM WATER DETENTION VAULT LOCATED ON THESE LOTS. THESE TREES ARE IDENTIFIED AS THE "TREE REPLACEMENT AND VAULT SCREENING EASEMENT" AREA ON THE PLAT MAP. 11-4ESE TREES ARE SUBJECT TO THE PROVISIONS OF TMC 18.54, TREE REGULATIONS. AND SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE THE DEVELOPER SHALL COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS. INC. DATED FEBRUARY 10. 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS. APPLICANT IS TO INCLUDE. AS PART OF THEIR SINGLE FAMILY PERMIT APPLICATION, A LETTER FROM THEIR GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS THAT THE HOME FOOTING ANL FOUNDATION DESIGN INCLUDING FOOTING /FOUNDATION DRAINAGE SYSTEM ADDRESSES AND FULFILLS THEIR GEOTECHN!CAL RECOMMENDATIONS. DURING HOME CONSTRUCTION, THE GEOTECHNICAL ENGINEER LS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS, 8) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS. RETAINING WALLS. DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPUSHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTER HEIGHTS. AS APPROVED BY THE CITY OF TUKW1LA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS. AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTION' CTIONS, CAUSES OF ACTION. COSTS. ATTORNEYS AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL OT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS AND EXPERTS FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. PRI=LIMtNARY PLAT NO L98 -0019 FINAL PLAT NO. L2000-026 • • • • • • • • • IC7 L_ S11UPE�,, pF 11 1 o • 44..""L :v 11332 C 0 i i i • • • • • • • • • • • `� vjONAL �W • ' �` • 'IFtES 11/30/02 • VOL, / PG. VICINITY MAP NTS S. 144TH ST. S 87'51'26 E 189. ?0• S 87'52'34' 126.11' PARCEL 'D' T.L. 0040000560 PARCEL 'A' T.L. 0040000539 PARCEL 'B' T L. 0040000550 PARCEL 'C' T.L. 0040000554 S. 146TH ST. INSTRUMENTATION INSTRUMENT USED: FIVE SECOND TOTAL STATION. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000. INDEX LOCATION: THE NE1 /4 OF SEC. 22, T. 23 N., R 4 E.. w.M. _J 11.;1% IV I : ,..:. ‘-'1. J141 ‘AN( ;Fii„ :. BASIS QF BEARINGL NORTH LINE OF NORTHEAST QUARTER N 87'49'18' w PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 PREPARED BY ►T.c c!:1 CR B�Jmac Holmberg inc. ENGINEERS do SURVEYO RSA 100 Fxr7NT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 — 0250 DRAWN BY! MM CHECKED BY' WSH JOB NO. 17,36 -001 1736-- 1FP.OWG DATES SHEET. 6 -13 -01 2 0F 3 r-- r, i t^ n. 4 .1'. r. '- -D FD. 4-x4- CONC. MON. WITH COPPER PL�...0,3 & PUNCH MARK (ENCASED) FD. 4 "x4" CONC MON. wtTH COPPER PLUG Sc PUNCH M ARK 0.04 NO $ OF LINE (ENCASED) WEST UNE LOT 10 BLOCK 4 ADAMS HOME TRACTS -NORTH ADAMS LINE LOT 14 BLOCK 4 HOME TRACTS S 752'34 " F 126.17 20.00 1 20' ` 20' 1 i FIB - -- f- \; ' SANiTAR Y SEWER� 10' SANITARY \ ' \SEE N SEWER ESM•T • RECORDING NO ; N � 16 119990812000314 \ tt \ w SEE NOTE 8 ON PAGE 2 �- \ F:OSTER HEIGHTS POf iTl N OF THE 11E1/4, SECe22, a.'la � a� .• . CO -IT Y, iii' SH311G i 4�.%i-1 CITY OF T K ILA N R7- 49',v• W 2637.37 ("ROS) >N 87.49.16" W 2o37.84 MEAS. --,; ---_ -- - BASIS OF BEARING 1318.54 �NORTH LINE W1/2 LOT 10 BLOCK 4 At, AMS HOME TRACTS 1 S 87'51' N N 0 5 0124'57" W 90.76 SEE NOTE 5 & 8 ON SHEET OF 3 OF THIS PLAT. 7265 _,11 + �3 oDUO JV. Ft. ry �- o 15' POWER ESM'T t� \ ' TO SEATTLE Oh t N 5• PRIVATE \ \ LIGHT - UPON '9 CiRAiNAGE EASEMENT \SEE NOTE E 189.45 35.82 5 ON PAGE 2 .) 62.89 SEE NOTE 5 ON PAGE 2 12 6547 5;;. FT. 14 6500 SO. FT. OTE 5 Sc 8 CN PAG 15' POWER ESM'T TO SEATTLE CITY/ LIGHT - UPON / RFCORnINC. . 1 6500 SU. 1. 1. \ - - - t \ r- 5' WATER ESM'T DEDICATE() TO 1 SOUTH 145th R E ESM'T PER RECORDING NO. 19990812000314 , ; 5' PRIVATE DRAINAGE ESM'T: LOT 6 Sc 7 0 N SEE NOTE 4 ON PAGE 2 5 6500 SO. FT 10' UTILITY EA SEMENT N °'Ire 0 6500 SO N 8876'5 7- W 3 1 56.62 1 50.53 SN` I 4 N f 6 00 SO. ET Ins 1 1 a t✓ 5' x 25' - �PI�B! IC al1M SIDEWALK. i EASEMENT 1 SFF N(1Ti= 7 L 1 i I P AGE 2 `.SEE NOTE 7 i PAGE 2 '`' 1 6 FT SEE NOTE 4 .ON PAGE 2 6500 SO. FT. SEE NOTE 4 ON PAGE __ 14.27 C 15' WATER SCALE: 1 "- 40' 0 20 40 ti(1 LEGEND FOUN!? MONUMENT AS NOTED (F) MONUMENT TO BE SET ROS RECORD OF SURVEY RECORDED IN VOLUME 30 OF SURvF r S, PAGE 7 ORIGINAL LOT LINES (c) SET REBAR AND CAP. LS# 11332 EAST UNE OF W1/2 LOTS 10 AND 11 Bl -OCK 4 ADAM HOME TRACTS 90 00'00" 72'47'45" 37'38'36" 51'42'32" 73'31'21- 6['49'32" 40.43'38" iJ Ji Jy 90170'00" 32..9•C'- 6211'01" LINE TABLE NO t3EAKlNv t 1 5 88'32'13" F L2 5 25'42'41- k L3 S 25'42'41- E L4 S 25'42'41" E FO. CONC. MON WITH LEAD toP)UNCH MARK (ENCA VISITED 7 .. 22 -97 RADIUS LENGTH 25.00 39.2 7 25.00 31.76 46, 00 30 22 46.00 41.51 46.00 59.03 46 00 50, 4.1 46.00 32. 70 :F5. 00 5.95 25.00 39.27 O., 33 7 2500 2713 C1 S 7 ANCE 5.00 16.9/ 7.52 Q 4R NORTH LINE LOT 12 BLOCK Ai, AM.; •_!►AE iFrACTS 15' UTILITY ESM'T 1- REC. NO 19990812000315 L 10' WATER ESM'T s 8753'42- E 189.29 • l�r�• .. • L3 10' PRIVATE DRAINAGE EASEMENT 39.85 II N875,5:43- w 3 t 4 10' UTILITY i EASEMENT 8 L 9 6533 S0. FT. 132.15 t 5_ PRIVATE DtRAINAZ - c'n ' 11 EASEMENT ' LA 6500 S0. FT. 1 I it \ SEE NOTE 3 ON PAGE 2 I ' SEE NOTE 6 ON PAGE 2 EE NOIE 1.i ON PAGE 2 26.72 JJ2.54 -1"' ` _ �S 87545o " E 139.38 6508 S0. FT 10 I a `r 10' SAN. SEWER EASEMENT RECORDING NO.1 999081 200031 4 4 6500 SO. FT. 10' SAN!? ARY SEWER ESM'T RECORDING NO 19990812000314 60.63 • - 60.88 - S 88'36'57" E FO. 2" BRASS DISC IN CONC. WITH PUNCH MARK (ENCASED) vIS!TED 7- 22 -97 PRELIMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 5' WATER ES.M' DEDICATED TO WD 125, TYP. 7, 2 6500 SO SEE tiC, T E PAGE 2 7 I 4- I0 I SEE NOTE 3 ON SEE NOTE 9 ON 1 5. 33.38. --2)5 42 10' SANITAPv\ SEWER 'T • RECORDING ESM NO 19990812000311 w 6500 SO FT 1� SEE OTE 7 pgNr;L 1 2 EAST LINE W1/2 LOT 13 I� ADAMS HCMF TRACTS PAGE 2`�' PAGE 2 r^ 58.21 SEE NO1E. 3 ON PAGE 2 SEE NOTE 6 CN PAGE 2 SEE NOTE 13 ON PAGE 2 120.99 87.54'50" E 189.20 SOUTH LINE LOT 12 BLOCK 4 ADAMS ■4OME TRACTS SANITARY SEWER EASEMENTS AS SHOWN ARE PER RECORDINC NUMBER 19990812000314 S 87-55'58 E 31506 ;ERICA T`U TO THE ROAD PURPOSES UPON THE �c ^O;CDlNG L> THIS PLAT 146 1 H ST 524.13 S 427-55'58' F 131473 EXPIRES 11332 AL LAW 25' PUBLIC ORAINACE EASEMENT AND PRIVATE 1RLI RMENT T ANO EPIAC VAUL SCREENING EASEM NT ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 - C ALCUL A TED IN TERSE TION POSITION JOB NO. 1736 - 001 1736- 1FP.DWC DRAWN BY' 7 CHECKED BY1 DATE1 SHEET' by the Public These plans have 'been rcv�e with current for conformance w 'tiX'or�cs Department subject to errors and Acceptance is sub). • City standards. P � violations of which do not authorize flit omissions �. The responsibility standards or ordinan with the adopted dent rests totally adequacy of the � these far the q . , deletions or revisions to t Additions, designer. �� void this acceptance drawings after this date drawings +dr SS of ,revised ire a resubmittal and will require .._. ,...�_ . ... .__ or subsequent a*- to field inspection . • acceptance is sublect Final a�P ...es inspector. Public Works utiliti , FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved Plane acknowledged. Date Permit No. REVISIONS NOLMADETO ME acorn OF WOFVC WrflOUT PRIOR APPROVAL OF TUKNALA BUILDING DMSION. NOTE: REVISIONS WILL 1lOUE A NEW PLAN SUBMITTAL ret.44. MAY INCLUDE ADDMOWAL PLAN REVIEW FEES. PERMIT CENTER LONG CLASSIC HOMES ENUMCLAW , WA • • F i le : D 02_0134 35mm Dra • #1 I I Il ;;;;II!iil liii i iI I I I I I I 0 Inch 1/16 2 3 d 5 6 ' �Illililll�IlliIIIII��IIIIIIIIiIlIIIII I IIII!IIIIII���I�1 IIIIIIIII �I II Iii I III I i II III���������II Ii�IIIIIIIII�IIII IIIII�IIIIIIIII�II�iII���' • , • • , . • • ��a � ( . l ( I • I " � • a � 1 I YARO A - -- _ z N 87 W 189.46' r - - I o f 76 ,E • . • 99' j5' • N . • )1/4 • o TP - 3/ ' • • N' 8 7'52'34" o . z 1' 9 ' • _ 4 -= __ W • 126.1 4 fi • . , : 12 : o. La 40 20' • • • t ' t . ,� �Q' - -..... , : g E (.4 Ni ' i 128 I P '7.N..4.1 � \ • \ a i' .i.. I h • • {' 1 { `�{ 1 i 123' , ': "' „Jo N • �� N 49' ! 1 49 i . - 74? 4 7 ' '� • • 15' E ASc MENT ” � • . 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'2' ' : M ' 4 = w . p.. • . 1' 1 t o a a I , ; • • {; ' s ' TP -7 t w0aa F -.s \. i S ' r` I 2 • I' 20' 2a' ; i POST': + ' f ' i i 1 .i 7 O ri 1 7 . N y ; I 1 t �. t 1 • ` ., 1 i i j + 1. TP -- r tr o •1 t tt ` t • o. • 1 2 i i i �O -. j �� ` s. 1 i 2 S WOOQ F,ENC:.' : : 1 i ` ∎ 1 • i ; • I ` , Z - o-'- - � ` � 61 : Posra3 INV..03•+0 63' Imv,. .t :1--\ 63• ` �, I I ' �.r,�.: •' . --±9 04= -- -: �Y, 1 2 _ _ • - :' 89:1 - _ ": ''^ t . - ` _ • . 1 ' ..• �' t 189.11' • - r l' ..iz-cr�c , . S:-'14e '....... . . . , • n i Q, , .•• • • ' O INV� {27.16 O • • • • • ref : Preliminar - y Plat Map by Baima & Holmberg Inc , S ITE EXPLORATIONS PLAN • dated 9/12/97, reduced scale 1" =.60' - , INC. ' Proposed Foster Heights Development GEOSPECTRUM CONSULTANTS ,LA South 146th Street & 51st Avenue Scut:` \, c >�• . Tukwila, Washington hin .�, on oor. chn/c Enalnoorinp anc' Earth Solonco•z • Proj. No•98 -103 Data 2/98 Figure 2 1 X 17 PAINTED ON NO. 10430H CCEAAPRINT • 1 I i � I.' f l` I I I I �_;' I', i, i. i i ..i' 1 i i (' i', , I I i I , I • • 0 Inch 1/16 1 2 3 4 5 I 6 • `' .,` li • r rn,n ' ' r'1.f LA:31 . . • 61 i d c• V (, L I. 0 1 1IIIIIIIIIIII I II I IIIII I II II IIII ( IIII I III IIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIII .