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HomeMy WebLinkAboutPermit D02-235 - BUILD AND DESIGN - LOT 9 NEW SINGLE FAMILY RESIDENCEBUILD & DESIGN LOT 9 4024 S 126T" ST EXPIRED 12-17-03 D02-235 i , - .-- . - •-k - - : 1 ti. i a � L 1 • r e 1 • � - ..b!��� , g Cit x : of Iukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' . DEVELOPMENT PERMIT z j Parcel No.: 7945200045 Permit Number: D02 -235 ` 1� z . I Address: 4024 S 126 ST TUKW Issue Date: 10/09/2002 QQ Suite No: Permit Expires On: 04/07/2003 U O I Q • Tenant: . Cl) w Name: BUILD & DESIGN - LOT 9 W H I Address: 4024 S 126 ST, TUKWILA, WA N O w r ' Owner: 2 y�.. i Name: KEYSTAR, INC Phone: g J Address: C/O STEPHEN T ARAKI, PC, 6752 LK WA BLVD NE, B -15 N d = W Contact Person: z H Name: STEVE FARNUM Phone: 425 - 260 -3907 i— o Address: PO BOX 906, FALL CITY, WA z 1 ILI W Contractor: D 0 Name: BUILD & DESIGN GROUP INC. Phone: 425 - 454 -1522 0 H Address: PO BOX 906, FALL CITY, WA Contractor License No: BUILDDG101J0 Expiration Date: 04/06/2003 I V ; I 1 I-- H- DESCRIPTION OF WORK: O ' CONSTRUCTION OF A NEW 1,834 SQ FT SINGLE FAMILY RESIDENCE, 460 SQ FT ATTACHED GARAGE AND 50 SQ FT U N , COVERED DECK AREA. F Z PUBLIC WORKS ACTIVITIES INCLUDE: Storm drainage and ersoion prevention Z I— Y d Value of Construction: $181,207.60 Fees Collected: $2,426.87 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 • 'i Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Curb CutlAccess /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: • End Time: I Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. 1 :' r; Landscape Irrigation: N ' ,. >� , y �' Moving Oversize Load: N Start Time End Time: Sanitary Side Sewer: N 4* �5 � Sewer Main Extension: N Private: N Public: N f• {s Storm Drainage: Y 111 Street Use: N i+ r, Water Main Extension: N Private: N Public: N y,, Water Meter: f4' '`r ' � { Channelization / Striping: ` t A ,e„; ** Continued Next Page ** 4.14A1 doc: Devperm D02 -235 Printed: 10 -09 -2002 , . ' i . i • • • • i re ` 1 ;.g City of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Permit Center Authorized Signature: 14.01 A /11 a Date: /0 -C 7 - 0 �- Z hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and c4 6 2 ordinances governing this work will be complied with, whether specified herein or not. U O • U�. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws . J =. regulating constr c or the performance of work. I am authorized to sign and obtain this development permit. LL � ',I , •• - - - -- :- -- • _r - • _ • -':s. - • / w.w % , , .� C it of r y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS i z . Parcel No.: 7945200045 Permit Number: D02 -235 w Address: 4024 S 126 ST TUKW Status: ISSUED aa m Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. _ '' 19: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. q ��Y- ` +. ^W 20: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doc: Conditions D02 -235 Printed: 10 -09 -2002 A?....?:- ..� .• .,: i. '.. % , . M0f...m 1,4:, titM`.tw .WNt:..,n. n. ^+.•Yws+•.. ...uf . n...,,. u. -.... ,,......- .......... .. .. ....... .. -... u ... ...........vzk.a}1V ^ I - ..- -.4r 1 1 i 4 1. - .,`': g Ci o f Tkl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . 21: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). Z . •,1—Z ( rL I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances g ; governing this work will be complied with, whether specified herein or not. -J 0 0 • The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws N W regulating construction or the performance of work. _I H N u _ / W O Signature: /i3 O,;/ Date: 0 ` 0 -2 - -- g 5 � Q . co D ■ � -' . � 1\I �J� = W CI Print Name: Z _ H- ZI- W W U ,O - ° I- W W = -H I b r Z 1 U N i H '— i z R I rita ri-- j , 7,- 4 .,A. )-, ,„, , � doc: Conditions D02 -235 Printed: 10 -09 -2002 ;;, i • .. ,l. r., ..v..rt f,�� c... ^FY's. ✓.,7:... .+.a.. ...�.... ry- re «r•- .•- yrv........:r -.- ...r.+ n—... w..... r. r...—....... ............. ....- ..,.w........r......mnw..n �r.u.rew t. • .. . . , ... - . ' Z . s 1 l ,I Z LU rt r 6 g ...I 0 0 0 INSPECTION RECORD -J E.... Retain a copy with permit 1 ) 0,7 - 2 CO U., : ..■....... I - - - - --4 4:f • z I— W 0 0 • } INSPECTION RECORD w = Retain a copy with permit w a INSPECTION NO. PERMIT N • / w CITY OF TUKWILA BUILDING DIVISION ' '% : 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 g Q 1. P • ct: < < : Type of Inspection: N Address: Date Called: _ I I— ) CA L S • 1 a to 97 (c, — 5 e— 0 3 _ ? � Special Instructions: Date Wanted: a.m. Z O Q '3 p.m. al w Requester: D = O Phone No: 0 I— I—) 2 z S' Lb - U w w 524 SV Approved per applicable codes. J Corrections required prior to approval. .L 0 COMMENTS: tii N U I Pr-e4JfP alt.-S. C e- g"evS Q49ivi p _ (& O . Z ,S v- I A-1w lV s C� d\Jco' r) f Yyw, /c :: -:'. I . r y F.: 1 . , tit i i f 4:. ,;. x ,, . M. . t �S' , h I p tor: Date: `� �, r $4 .00 REINSPECTION E REQUIRED. P or to inspection, fee must be .k AZ w,!" ilk p • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ' f •. Re ti6t No.: Date: $44"1::,,,,,.-A ,a1 ». ,....,.,,,_< , -.-. .. A 0 ,.; - r:J"�i7`'-`''-= �`cik't ;,T ..,'. , ,,�,k z s : �+ie,,'.xA4�.kA rvtry �n ; aK:�'t�iu!n5 a+ KxSacd #� j?k.7.�• % t a . ; `� ,•+ li "vi' iCi d�k i7.�. r �i1+7i' . 4 ■ ' ...... r _ 1 Z . a =~ ft .n LLI ., �:� -- -. - -- U O CO D INSPECTION RECORD w i i 1 Retain a copy with permit OD -_35 °� co U INSPECTION NO. PERMIT& / W 0 CITY OF TUKWILA BUILDING DIVISION 4" h 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LL Q F e � Type of t t � f , / Date Called: 2 3 Z f — i r l f 7l Z0 Special Instructions: Date Wanted: W ui R eque ste / D 0 . b , M & o - Phone No: ■ -9 220 -qtq W CI I— Wuj • . El Approved per applicable codes. C orrections required prior to approval. O 111 Z COMMENTS: _ N U 1 .2 » �� - — i ; /1 ' ' Qt c-....-A-Lk.-\ - c ,) 0,..e. teX t ..tO IT ..�j(p f 1 eh :". ,' .t a0 o* ∎ Je /, ra: , L __s C.-/L) Am--t . 4 ': cl ,,k_o_.rita. a 0.- 3■..P.,ci Gk....4- iV.,...i f1% ' E;�i�3. A ,. 4 ¥t � . , Noy, lik In - e ctor: Date: „ i� � 4 t iii .47.00 REINSPECTION - E REQUIRED. Prior to inspection, fee must be . . % ii , �� : said d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. {" Rec pt No.: Date: .5.. „,. > � *r - •.^3' " n ° >.. . rJ e+ t .. ...... ....... ... .....: _ ,.._... s... .... . e lT:, .` t(:.L'r� ,F ti 4:, i:: ci1v* e' ■49+ 0` i .Y'.v'r:W 0v k S: % .nrw ?..td-i ,tt• - - - . , • Z . .= W L ,..” „- -- „.... ___. -- 0 _ _ U , `! WW INSPECTION RECORD = J H 3 ' Retain a copy with permit .li. ....01 N u. t' . INSPECTION NO. PERMIT N • W 0 • CITY OF IL BUILDING DIVISION "'1 a C TUKWILA U G 1 fSfON � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u P,ro'ect: Ty of Inspection: N (J Ott I. ( tl S1(fV - Id? f -Tyne I!'ll /ri/n�c Ad re ( Date Called: _ Z H "0/ 5 hqb 3 1 02 P Special In tructions: Date Wanted: ' a.m. W .� -�� W Requester n CI or p 0 O Phone No: - / �i 1_ . 6 H t,. E Approved per applicable codes. El Corrections required prior to approval. LL Z '; COMMENTS: U 0 E- E cy_An A ik..) ; 0.JA ( _.(eXit, lA - , ./Q , z :: 2 ` 1 L - T .., rk r S A i✓ A 1 c�3"-.r�J C c.,-t,-4€-1--- -- . \ .... ( ,..3 \A.AAA- 6k K.) ( (DAS- vizS" rk..) Pc (- 1 0 . I - - Acsf ylic.vrt j _t.-v, e e t .S`�t, {..,_ R -- ,- V Q._ cc. iLf . I a i 1 R ryry. 1 t Y k , L: � , 7 S ' " t lfisp cto :•• Date: , 3 i p J 1 ' � I'`" S i - Li —D-3,1 4 00 REINSPECTION FEE EQUIRED. Prio inspection, fee must be 'Jai. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 • ) r1374 Rec•'. No.: `-, Date: ' k , t 4, xs<, t. r, Y.J.. . ' t+•i,T . . a �,Ja >'i'1..i.w.Niiw+Y ia�isli.y . ^i -. ... - f . ..s. : .. .. .. 'ri tt;. rnl Sa>.' l.; a:xa1r:tYi«> , S✓. 5 :?k tS 4' oi'!%' �d. .ikv�at ;Ya #v "': e i ► —( F t _i — - - -- - - • - ., r - ':s.. ■ • . Z ~ W � U O ; ;':. INSPECTION RECORD w U) ILI x Retain a copy with permit „ '.: , ...'. ' J. .i co a. • : INSPECTION NO PE' ,T O. W ' '' -' :-' CITY OF TU BUILDING DIVISION ; t 1 ' 2 • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 � Q Pr t : . ( Ty of Inspection: t M /4/ u j.v......si D ate Call I - ' ; " paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •. ,1 : ^ " Receipt No Date: �' ,, I ' ` ; . . "'"1" l . ;.b1' +." .. • :h, '... .. . r--..� ' i_. ...'' :,;ie,W.�yyr+„MV•,. , .�' .4i4ti9r6Yi .if 2: ' ,,, t : 7 . i�'�fu4Ni:6�t�>r ' `.�� x�;�i:;n''s.;'w;h.';� °:;i:' 't,.4Si.r,4;.>' ;- Ki .#::��ikr ?1�i. [.........,,,. �.c r z . ~ W U O . _ INSPECTION RECORD Do ,? co ° Lii Retain a copy with permit W I INSPECTION NO. PER O. N W CITY OF TUKWILA BUILDING DIVISION W o 6300 Southcenter _Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 P r ' Type flectio . S e LL. 'Address. ,/: // f I /9n -Lo V lnsp ( v/ v P = d f Date Called: 5 �Z 6 S� 7/ jy _ o 2_ ; , _ . z~ Special In t ructions: Date Wanted: -. p.m. I Z 0 • . , t 0 W Reques o , , U0 Phone i N 4 - - (00.8 W W pproved per applicable codes. El Corrections required prior to approval. I H i I- O COMME S• _ Z U Lii = , O F- , z . I. 1 t n Y ` . Inspe r: ate* A z {:. • I ( / / --% /0, 1_____ -- 4 ! i ,,,„.„ $47. 0 REINSPECTION FEE RE gIRED. Prior to ins ectidn, fee must be 1 pai at 6300 Southcenter Blvd., Sul a 100. Call to hedule reinspection. €v • I R c ' pt No.. D , e: `- z i '} • � Y uM ',, 1 4tAY7A14 ;1 i arl .?..' Rai §4"r'.J'ciV1' .1 0.2.. .', t • S 1 ; ■.........., . __ I , ,r , - • 's, r T ' s. i 6( 4 . CITY OF TU ,,.ir STAFF USE ONLY i , . Permit Center Project Number: ' 1i3 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 `raoe P (20 431 -3670 Permit Number: Dol. a3c 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' -nant:. n � ^ - Value of Construction: ., t . ICJ. L� 1-s l ooctoz. Site Address: � �. r d i Z State/Zip: Tax Parcel Number: 02,4 v' ! Z!v + 1 tj1�1�} f tom- -7 4 H r flvN 2_ Property Owner: Phone: � utLA k ��'- Qep Q 1 4ZS 1 4 1 .4 vSu_ , Street Address: City State /Zip: Fax #: -- Vv x C ID emu- ai tl IAA-- 9cAazil 4 L5 . u- 7 _-q gLi i Contractor: Phone: -PN(A\ -N -Ar Street Address: City State /Zip: Fax #: Architect: G(1 Phone: 2 ( 153 Z16b Street Address: City State /Zip: Fax #: 5 5 5 1 l 1o M 46 13a+.e1 IAA 9 Engineer: Phone: 5cetM - p 5 : Lit- -s T 75 - z-7c?3 z Street Address City State /Zip: Fax #: Q 131 1 Z(ZT 4 - - - , - - %) eiN W k $Oz -tom b( ZS 775-2-013 • 1_ w Ce Contact Person r 2 i 2a Phone: � 2-5 �b 3 ©7 Q of J 0 Street Address: A � � n City State /Zip: Fax #: 0 0 Vo -B Dx 9 - � - - �A—IA4 eIo 1 NA 5 302J ( l'( Z5 zzZ ti ?t-f 7 co 0 w= Description of work to be done: -' I- N\ atr".111-43(ITIC 2 Type of work: -New Single - Family Residence ❑ Addition - Single - Family Residence < 5 El Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' u- • w ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) = W El Deck(s) - Covered & Uncovered in Residential Reroof Z H Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) z O Ex Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) g Ui sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U 0 I 0 — Proposed New Square Footage: 1%34 sq. ft. Dwelling SO sq. ft. Covered Deck(s) 0 I— \AVO sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck al w Floor Area Ratio: (total floor area of all structures divided by the area of the lot) � "o ~ 7;1 u_ O *For an Accessory dwelling, provide the following: U w Lot area Floor area of principal dwelling Floor area of accessory dwelling F H O * 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) J ) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public { ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous rwiii7`"" Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- IL _ viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. fi, Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- %ma pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall , be extended more than once. 'i +,' :' Date application accepted: - � Date application expires: Application taken by: (initials) l aim Imo « - ,y -6 - u a -i 4/ „/cq --- - PLEASE SIGN BACK OF APPLICATION FORM 1 L SFPERMIT.DOC 2/13/97 . :.::,O ,. ,. .,,.......,.,...,,...,,, ., u_.... :..,...,. .,..,. ■ ALL SINGLE -FAMIL Y RESIDEI 'l , PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY . REGISTERED ARCHITECT OR PRC .SSIONAL ENGINEER MAY BE RE(IU,�,RED BY THE BUILDING OFFICIAL t if t.:r '� ALM.:° / IINGS'S�HAJ.L 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), Z • show proposed and existing power, water and sewer lines, existing storm drainage system, ' i downspouts and foundation drains, and where drains tie -in. Ui • 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. cn o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. J 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the co u_ shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. g 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form co H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan w O ❑ CI Roof plan 2 o ❑ CI Building elevations (all views) cn ❑ ❑ Building height ❑ ❑ Building cross - section v ❑ ❑ Structural framing plans and details necessary to completely describe construction O ❑ CI Washington Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available v z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Z Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration" Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. ��►': . � I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF t ,� �. PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ' ' , ; � :' BUILDING OW r R AUTHORIZED AGENT: rw .1.1.■ Signature: •' Date: IC J Print name: -5 - e\ Phone 24‘0 Fax # �1�5 uzj i3/f7 , , _ I Address: City /State /Zip r�1p �►� o c 906 f' 40 an,/ w 9g0zy SFPERMIT.DOC 2/13/97 • • ^ ...rn..re...w- ,.e5•ve..:... ... i .. �kRtYYkVK XT. I -. r" - `t- N . 4 Cit 1 ukwila of 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . • , Z RECEIPT , 1 Z W re 6' Parcel No.: 7945200045 Permit Number: DO2 -235 U O • Address: 4024 S 126 ST TUKW Status: APPROVED 0 0 Suite No: Applied Date: 08/14/2002 • W w Applicant: BUILD & DESIGN - LOT 9 Issue Date: N t WO Receipt No.: R020001457 Payment Amount: 1,482.45 g �Q . Initials: KAS Payment Date: 10/09/2002 01:48 PM d User ID: 1684 Balance: $0.00 hh- _ Z 1... E-0 Payee: BUILD &DESIGN W u j D CI TRANSACTION LIST: O — 0 i~ Type Method Description W W Amount I o. 1 Payment Check 115227 1,482.45 O Z W I 0 N i I= H O ACCOUNT ITEM LIST: Z Description Account Code Current Pmts BUILDING - RES 000/322.100 1,452.95 �. INSP FEE - STORM DRAIN 412/342.400 15.00 . I PLAN CHECK - UTILITY 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,482.45 x, zX ;,, c,, , ;, ,,,,-, 1 1 , -- y i 'Wpm 1 1549 10/11 X 71 TOTAL .60 : 7 1 doc: Receipt �. `j- --- Printed: 10 -09 -2002 L ',,-,.. .. tt t . 1 File: D 02-0235 35mm Drawing #1-2 ► 4! �T . -'s_, \. ') - , ......,, . ‘ ,.......................................................... ..... , . r , FILE COPY GARAGE DOOR HEADER KEYSTAR C PLAN 18&f) Date: 2/18/00 BeamChek 2.2 Choice ( 3 -1/8x 10 -1/2 GLB 16F V3 DF/DF BASE Fb = 1600 ADJ Fb =1600 . Conditions Z Min Bearing Area R1= 2.8 in R2= 2.8 int DL Defl 0.22 in Suggested Camber 0.33 in _ 1 Data Beam Span 16.0 ft Reaction 1 1544 # Reaction 1 LL 1000 # +f' Z Beam Wt p\3r ft 1.97 # Reaction 2 1544 # Reaction 2 LL 1000 # Q 2 Beam Weight. 128 # Maximum V 1544 # U Max Moment 6175 W Max V (Reduced) 1375 # 0 0 TL Max Deft L / 240 TL Actual Dell L / 306 : N w LL Max Dell L / 360 LL Actual Dell L / 472 _i _ H , 1 Attributes Section (in Shear (in TL Deft (in) LL Dell w u- Actual 57.42 32.81 0.63 0.41 W O Critical 46.31 10.85 0.80 0.53 g Status OK OK OK OK u- Q Ratio 81% 33% 79% 76% to d Fb (psi) Fv (psi) E (psi x mil) Fc ►_ (psi) H W Values Base Values 1600 190 1.5 560 - Z I I Base Adjusted 1600 190 1,5 560 i - O al ~ Adjustments Cv Volume t000 Cd Duration 1.00 1.00 D . Cr Repetitive U w Ch Shear Stress 0 1 ;,,, Cm Wet Use uJ , W . BeamChek has automatically added the beam self- weight into the calculations. H U P..- I ~O { Loads Uniform TL: 185 = A Uniform LL: 125 .. Z 1 U lu N i = O H � RECEIVED I CITY OF TUKWILA Z AUG 14 2002 PERMIT CENTER . • I CITY Of TUMI A Uniform Load A APPROVED /\ n OCT- 821102 R1 =1544 R2 =1544 SPAN =16 FT AS NOT ED , ,, ..„.2,. Uniform and partial uniform loads are lbs per lineal ft [6—" ..--- -�-- - ga SO '`f q . i . .... 1 ! „. 4 . 7 .4 , t Ril i , D ..-. . i - i' - - 4/ ,, 1 I . - , BEAM OVER ENTRY SUPPORTING TRUSSES KEYSTAR C PLAN 1$11 Date: 2/16/00 BeamChek 2.2 Choice 14x 10 DF-L #2 BASE Fb = 875 ADJ Fb = 1050 I Conditions '91 NDS ::y Min Bearing Area R1= 2.3 in R2 =1.7 in DL Defl 0.02 in Z ' • Data Beam Span 8.0 ft Reaction 1 1464 # Reaction 1 IL 986 # , = Z Beam Wt pL.r ft • 7.87 # Reaction 2 1059 # Reaction 2 LL 704 # tr ILI Beam Weight. 47 # Maximum V 1464 # 6 = Max Moment 3140 # Max V (Reduced) 1249 # U O • TL Max Deft L / 240 TL Actual Deft L / >1000 co CI p LL Max Dell L / 360 LL Actual Defl L / >1000 J = Attributes Section (in') Shear (in TL Defl�in) LL Defl co u Actual 49.91 32.38 . 0.05 0.04 W O Critical 35.89 19.73 0.30 0.20 2 4 Status OK OK OK OK g Ratio 72% 61% 18% 18% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) = W V alues B ase Values 875 95 1.6 625 Z Base Adjusted 1050 95 1.6 625 Z O Adjustments CF Size Factor 1.200 W Cd Duration 1.00 1.00 u Cr Repetitive U C Ch Shear Stress O N I Cm Wet Use O F' BeamChek has automatically added the beam self weight into the calculations. H U u.0 Loads Z I Point LL Point TL Distance Par Unif LL Par Unif TL Start End I U N 1125 ,. B =1665 3.0 188 H =270 0 3.0 H H co Z . r j \ . . 1 ■ H I 1 Pt loads: I Q I 1 /\ , R1 =1464 R2 =1059 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. t ` ,' ,v,,,,xst,•ki.r.4 1 s 1 ,..1, , .s.‘ .1,• • , i ons,,,i I 1 isigly.lz-! , . 1,400::.,,,4,,,,,I, , f i 2 r. . r ~ Z.rti, .1'''VYCI • ,M1 ;, ;:. ., ,. +.....,....._ .................. .,..., zw. - ' NMAapM' Mgwro +*•ea +rrMrtirMiwMMtYNwa9nMVr+ cunaa>ww, nnynier , ..., , ...,......v . .. ,1lv.. Ynr urn.rlMrn »n,rodx :.F7c 7f..kJPNM+ I.NMhwJR1W ,n+n. I '" _ _ _ -. _ ' : - __ 3 Beam Wt p)r ft :5.29 # Reaction 2 1771 # Reaction 2 LL 1188 # C4 w Beam Weight. 26 # Maximum V 1771 # QQ I Max Moment 2213 '# Max V (Reduced) 1343# U O I TL Max Dell L 1 240 TL Actual Deft L / 920 0 1L Max Deft L / 360 LL Actual Deft L / >1000 : W = Attributes Section (in') Shear (in TL Defl (in) LL Dell N I_ Actual 26.28. 21.75 0.07 0.04 -- O I/ Critical 25.30 21.20 0.25 0.17 W Status OK OK OK OK Q Ratio 96% 97% 26% 26% LL Fb (psi) Fv (psi) E (psi x mil) Fc (psi) = a Values Base Values 875 95 1.6 625 t- _ ■ Base Adjusted 1050 95 1.6 625 - ? F- . Adjustments CF Size Factor 1.200 Z O Cd Duration 1.00 1.00 u1 u1 Cr Repetitive D p Ch Shear Stress 0 m Cm Wet Use o H BeamChek has automatically added the beam self - weight into the calculations. = w • H Loads Uniform TL: 703 = A Uniform LL: 475 LI 2 W � . U 0 I Z . t I Uniform Load A I I I R1 =1771 R2 =1771 SPAN =5FT Uniform and partial uniform loads are lbs per lineal ft 114 , k 'i. ,t ` ` t .b • i PA ,y J { ti ". i t ;474, f } �i iM1 i .i 1n.:i . .. ::5 .... vaC�ur4it :.,..,:;Sraa.4xa:,o,..;, +. , ..;t x ..,..yr�...,n.:4.:,.. aNU' anu+na..w. ,.,..e.. ., .. .w...a.. r«».+w.+,av .. , , .r,.a."`Z.iw4 • .:. •• .. ...,... .wti.w^iK..ttvYR '•.. , •:. Y7C1S {.$9ik�1�0.''AC1tlHI'1INN . , - r . - -. - ,i 1 BEAM OVER KITCHEN SUPPORTING FLR. JSTS KEYSTAR C PLAN . (l)34) Date: 2/16/00 BeamChek 2.2 } Choice 13 -1/2x 11 -718 2.0E TJM PARALLAM® PSL BASE Fb m 2900 ACM Fb IS 2903 I Conditions Min Bearing Area R1= 7.5 in R2= 7.5 in DL Defl 0.08 in Z Date Beam Span 12.0 ft Reaction 1 4878 # Reaction 1 LL 3840 # ' .= Z Beam Wt per ft 12.99 # Reaction 2 4878 # Reaction 211 3840 # re QQ g Beam Weight • 156 # Maximum V 4878 # J U Max Moment 14634'# Max V (Reduced) 4073 # U O • TL Max Defl L / 360 TL Actual Deft L / 371 co O } LL Max Deft L / 360 LL Actual Deft • L / 472 J = Attributes Section (in') Shear (in TL Defl (in) LL Defl . to Actual 82.26 41.56 0.39 0.31 uj 0 ■ Critical 60.48 21.07 0.40 0.40 2 ?- Status OK OK OK OK g Q . Ratio 74% 51% 97% 76% D Fb (psi) Fv F (psi) E (psi x mil) Fc ! (psi) W Values Base Values 2900 290 2.0 650 Z H Base Adjusted 2903 290 2.0 650 I— O . Adjustments CF Size Factor 1,001 w I— Cd Duration 1.00 1.00 ? 0 Cr Repetitive U Ch Shear Stress 0 H Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. i- U u.� Loads Uniform TL: 800 = A Uniform LL: 640 . Z i w 0 U — s 0 Z . . • \ 1 I Uniform Load A I R1 = 4878 R2 = 4878 SPAN = 12 FT :: ; Uniform and partial uniform loads are lbs per lineal ft. i rat r Z,4 {' . 1 1 74 0 1 . ,,,. ? 0 , 1 PI 1 ,i h . nv. ... , ,.naxrtr lya x�r r�nfr7tn+T1 xr 4i k41"- ' '"i.111k°'1 ro4. i d . . BEAM OVER DINING BAY KEYSTAR C PLAN • Cl e31) Date: 2/16/00 BeamChek 2.2 Choice 15 -114x 11 -718 2.0E TJM PARALLAM® PSL BASE Fb s 2900 ADJ Fb = 2903 1 Conditions Min Bearing Area R1= 9.0 in R2= 9.0 in DL Defl 0.11 in Z . } &kg Beam Span 12.0 ft Reaction 1 5853 # Reaction 1 LL 3858 # , 1 Z Beam Wt p4r ft 19.48 # Reaction 2 5853 # Reaction 2 LL 3858 # W W Beam Weight • 234 # Maximum V 5853 # 6 v Max Moment 17559'# Max V (Reduced) 4888 # • TL Max Deft L 1 360 TL Actual Dell L 1464 N 0 LL Max Dell L 1360 LL Actual Defl L 1704 co = Attributes Section (in') Shear (in TL Dell (in) LL Deft J u Actual 123.39 62.34 0.31 0.20 co 0 Critical 72.57 25.28 0.40 0.40 2 Status OK OK OK OK g 5 . Ratio 59% 41% 78% 51% V- N Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) = d Values Base Values 2900 290 2.0 650 H Z Base Adjusted 2903 290 2.0 650 Z I.- Adjustments CF Size Factor 1.001 Z O I Cd Duration 1.00 1.00 Z Cr Repetitive D 0 I Ch Shear Stress u 1 Cm Wet Use 0 . 1 BeamChek has automatically added the beam self- weight into the calculations. 2 0 Loads Uniform TL: 956 = A Uniform LL 643 — Z LLl 1 0 N 0 _ . ~ Z I , , I . ' 1 Uniform Load A 1 I R1 = 5853 R2 = 5853 SPAN =12 FT T Uniform and partial uniform loads are Ibs per lineal ft. 1 L;00 AO Y tS' z 9,° i 1 ■ I ... t(�h,,, i , .. ..... ai.G..:v'ti.111 1n .n.. .GiC i' .. .w....vaey;.:) wu ✓r as :a}: Mrr}w ... ewn« _. . 0, PPee .. .sV.fXpip�lw+ ♦nn Nit+ feMN. aaNVMV1 fN:. nplNtTnW. ic7Ail .}�y'f''}.'�it.�{'77AP.�l 1 } BEAM OVER FURNACE ALCOVE KEYSTAR C PLAN C 15 ') Date: 2116/00 BeamChek 2.2 Choice f 4x 8 OF-I. #2 BASE Fb = 875 ADJ Fb 31138 1 Conditions '91 NDS Min Bearing Area R1= 2.8 in R2= 2.8 in DL Defl 0.01 in Q • Data Beam Span 5.0 ft Reaction 1 1765 # Reaction 1 LL 1400 # H z Beam Wt per ft 6.17 # Reaction 2 1765 # Reaction 2 LL 1400 # re Beam Weight. 31 # Maximum V 1765 # 6 D Max Moment 2207 '# Max V (Reduced) 1339 # U O TL Max Defl L /240 TL Actual Defl 11>1000 to 0 LL Max Defl L / $60 LL Actual Dell I. / >1000 0 F WZ - Attributes Section (in) Shear (in TL Defl (in) LL Defl . 0 u Actual 30.66 25.38 0.06 0.04 w 0 Critical 23.28 21.14 0.25 0.17 2 Status OK OK OK OK g =r . Ratio 76% 83% 22% 27% u ' j �' a Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Z Values Base Values 875 95 1.6 625 Z I Base Adjusted 1138 95 1.6 625 Adjustments CF Size Factor 1.300 Z ILI O Cd Duration 1.00 1.00 g m Cr Repetitive 0 Q Ch Shear Stress 0 Cm Wet Use 0 1— WW BeamChek has automatically added the beam self - weight into the calculations. I V • 1 u. -1 ( 7; Loads Uniform TL: 700 = A Uniform LL: 560 Z tii U = 0'" z .... k I Uniform Load A I /\ R1 =1765 R2 = 1765 SPAN =5FT Uniform and partial uniform loads are lbs per lineal ft. r :- ,' iP ,, i : six.11 r . gy p., 1 - Lz-qa, -. r I ^Sy .. 5~ .If 7 't . .. .. .. .. , .. ... „ ....,, � . _, �.., i::>•.:...sa <f t::u.,i.s;: : >t���5,r. ,. r ,.. w.r.:..n....,.., rw.. 'uJri:�+:�S�.ntu: . .. .. ... ... .. +I rhi 'wic.L`..�r .....- ...... „.. �.. .. m..vWd+ +.MI.wM•. +:r '�M�FfNiMiet�aMSt 1}pM:}MWYLXdb.Nata'MN.w�w .,,.� I 7➢WS . . , i , i . 1 • • BEAM OVER POCKET DOOR BTWN. FAMILY & LIVING KEYSTAR -C PLAN ( 1$34) Date: 7/23/02 BeamChek2.2 Choice 13 -112x 9-112 2.0E TJM PARALLAM® PSL BASE Fb = 2900 ADJ Fb = 2976 I i Conditions . 1 • Min Bearing Area R1= 6.4 in R2= 3.3 in DL Deft 0.04 in Z i Data Beam Span 6.5 ft Reaction 1 4796 # Reaction 1 LL 3124 # ` 1 - -W Beam Wt pier ft 10.39 # Reaction 2 2458 # Reaction 2 LL 1607 # re Beam Weight. 68 # Maximum V 4796 # 6 = i Max Moment 5970'# Max V (Reduced) 4394 # U O TL Max Defl L / 240 TL Actual Deli L / 748 . u) 0 LL Max Defl L / 360 LL Actual Defl L / >1000 J = ? A ttributes Section (in') Shear (in TL Defl (in) LL Defl N L Actual 52.65 33.25 0.10 0.07 W 0 Critical 24.07 22.73 0.32 0.22 2 Status OK OK OK OK g Q Ratio 46% 68% 32% 31% n Fb (psi) Fs, (psi) E (psi x mil) Fc l (psi) I W Valdes Base Values 2900 290 20 750 Z I Base Adjusted 2976 290 2.0 750 Adjustments CF Size Factor 1.026 Z 1 Cd Duration 1.00 1.00 g n . Cr Repetitive V 0 Ch Shear Stress 0 N Cm Wet Use 0 l" W BeamChek has automatically added the beam self- weight into the calculations. = U • u- I= — O Loads Uniform TL: 497 = A Uniform LL: 333 Z I Point LL Point TL Distance I U ( 1 ) ! 2567 B = 3956 1.33 i H O Z Uniform Load A Pt loads: I [] I /\ /\ R 1 = 4796 R2 = 2458 SPAN = 6.5 FT .- _ ,x�: , I Uniform and partial uniform loads are lbs per lineal ft. ti� " °} 'C' - { :�`- to i. .ill' 1 ' ) ,..„,,,,.. . 1 , , _.. s„- „." ,/, , „,,,,. u` a CIA ;. , . Skra 0 r,".' •.....'i .. . „l: :,.!:. ., •.jai ..1,. A.,.t E:y .r. u+ U:v+ri'v.:.wL,Y A:::; .'/.�M'! w +l.+ wiefwM-tl . ., ..c r+ww.wiit.,'.xtx.ri YWK. mY. riF .Mllr4laW{3dF1�NMJf ?iaF'YV�� •t 'y fSSWIki..SMlYNIwIMq ' 1 , I - .. ♦ ' • i HEADERS OVER FAMILY ROOM WINDOWS KEYSTAR C PLAN (1931) Date: 2/16/00 BeamChek2.2 C oice I (2) 2x 10 DF-L #2 BASE Fb ta 875 ADJ Fb = 963 I Conditions '91 NDS Min Bearing Area R1= 3.9 in R2= 3.9 in DL Dell 0.01 in Z 1 .1 Beam Span 5.0 ft Reaction 1 2407 # Reaction 1 LL 1608 # j . 1 Beam Wt *ft `6.74 # Reaction 2 2407 # Reaction 2 LL 1608 # re LI Beam Weight 34 # Maximum V 2407 # 6 Max Moment 3009' Max V (Reduced) 1665* U O TL Max Defl L / 360 TL Actual Deft L / >1000 0) W LL Max Deft L / 360 LL Actual Defl L / >1000 W = Attributes Section (in') Shear (in TL Defl (in) LL Defl J E... LL Actual 42.78 27.75 0.04 0.03 W 0 Critical 37.51 26.29 0.17 0.17 2 Status OK OK OK OK g Ratio 88% 95% 26% 17% u " Fb (psi) Fv (psi) E (psi x mil) Fc ! (psi) H W Values Base Values 875 95 1.6 625 Z I Base Adjusted 963 95 1.6 625 Adjustments CF Size Factor 1.100 Z O uj Cd Duration 1.00 1.00 Cr Repetitive n io Ch Shear Stress p co Cm Wet Use 0 H WW BeamChek has automatically added the beam self weight into the calculations. = U L F' Loads Uniform TL: 956 = A Uniform LL: 643 Z 111 Z co 0 0 1 z 1 { " .. . { I Uniform Load A I I i f :0 { R1 = 2407 R2 = 2407 SPAN = 5 FT _ "_ "_ Uniform and partial uniform loads are Ibs per lineal ft. ` "' 3 i ql.:1, yy ry, V p,-7), . 1. ' �. .. I ?.0 . ;x 4 •!ii' .. ... .• . .�• au•:.i1:U «,...4da,.snu .�., ..:.....,:),�, ly+.....,.. .L ... a ...,.t ., .w..... ... ....,......0 nxr-» wn! e, nmvw;. .«wrncir.w.ault�+MY�7:NMb?bwMC. , �A, F�ItlENIt7VEfStiNrO +M1',rMA�Y+tdvb , : . • , ti . BEAM OVER GARAGE KEYSTAR C PLAN , (i)31) Date: 2/16/00 BeamChek 2.2 Choke 15 -114x 18 2.0E TJM PARALLAM® PSL BASE Fb = 2900 ADJ Fb = 2772 Conditions Z Min Bearing Area R1 =10.9 in R2= 10.9 in DL Defl 0.21 in Q • Data Beam Span 20.0 ft Reaction 1 7115 # Reaction 1 LL 4160 # , H Beam Wt per ft 29.53 # Reaction 2 7115 # Reaction 2 IL 4160 # re ¢¢ g Beam Weight' 591 # Maximum V 7115 # J U Max Moment 35577'# Max V (Reduced) 6048 # U O TL Max Defl L / 360 TL Actual Deft L / 479 . co C LL Max Dell L / 360 IL Actual Defl L / 819 J H Attributes Section (ln') Shear (in TL Defl (in) LL Dell co u_ Actual 283.50 94.50 0.50 0.29 w 0 I Critical 154.00 31.28 0.67 0.67 2 Status OK OK OK OK u_ Q Ratio 54% 33% 75% 44% rn D Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) F w Values Base Values 2900 290 2.0 650 Z 1.- Base Adjusted 2772 290 2.0 650 Z O Adjustments CF S Factor 0.956 w Cd Duration 1.00 1.00 2 D Cr Repetitive V to to Ch Shear Stress 0 F - Cm Wet Use w w BeamChek has automatically added the beam self- weight into the calculations. H 0 Loads Uniform TL: 682 = A Uniform LL: 416 •• Z U N 0 ~ Z ■ I Uniform Load A 0 R1 =7115 R2 =7115 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal ft. ' I , - - f ' rx s, s r; r, A ;1 a F1i • 1 fl Agedi 'el Y ' , A I � _ igtf i a." .. • .. .. .. ;: ,.',a .,u: ;' .. J .4i..4.. �. . i \ ,.l.nf.:a ,..,.L .YCJ a .. .a.. wwaanwm.+ ef„ n+ x. r,+ wst4✓ e. M�`Y+ WU .�HiwMw+SWY:4rtit`WY�SK.1�C!y)}i .��`•PNLkYAYy%YJH15M. , I - - i - mil, -P' - BEAM OVER ENTRWLMNG SUPPORTING RAFTERS KEYSTAR -C PLAN C 1 $ 34) Date: 723!02 BeamChek 2.2 Choice 15 -116x 13 -112 GLB 16F V3 DFVDF BASE Fb =1600 AOJ Fb =1600 Conditions Min Bearing Area R1= 7.1 in R2= 7.1 in DL Dell 0.26 in Suggested Camber 0.39 in Q Q Beam Span 18.67 It Reaction 1 3956# Reaction 1 LL 2567 # ' _ ~ Beam Wt pr ft 16.81 # Reaction 2 3956 # Reaction 2 LL 2567 # a Beam Weight. 314# Maximum V 3956# Max Moment 18466'# Max V (Reduced) 3460 # U O TL Max Deft L 1 180 TL Actual Deft L / 305 rn LL Max Defi L / 240 LL Actual Deft L / 470 • J = Attributes Section (in') Shear (in TL Deft (in) LL Deft Actual 155.67 69A9 0.73 0.48 ' W O Critical 138.50 27.47 1.24 0.93 Status OK OK OK OK Q Ratio 89% 40% 59% 51% N Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Z O Values Base Values 1600 190 1.5 560 Z Base Adjusted 1600 190 1.5 560 Adjustments Cv Volume 1.000 Z 1 Cd Duration 1.00 1.00 W W I Cr Repetitive p' I Ch Shear Stress p N Cm Wet Use W BeamChek has automatically added the beam self- weight into the calculations. H u_ O j oads Uniform TL 407 = A Uniform LL: 275 Z w 0 - I I Z I tt t i i Uniform Load A i � I . R1=3956 R2=3956 SPAN =18.67 FT Uniform and partial uniform loads are ibs per lineal ft. I w�• ^ .I.t { s « R;� _t , } f IL 0 Loads Uniform TL: 413 = A Uniform LL: 330 tit U = . . 00 I- Z i ; 1 I � 1 Uniform Load A I I 1 R1 = 1507 R2 = 1507 SPAN = 7.2 FT ,r____?,,..„,,_,„ ,, Uniform and partial uniform loads are lbs per lineal ft. .,'.1.., r-. - � -, 5m, % f { `� . p ; . 1:.. . ,, p; (•.. t. h! v .f, , . d i.en1 w 1 , . #MY19Ftl!"1YK. **t fIYw K. n f..L 1 , LL .i.n.iA .Yf.W mNrvMYNMAYNq 'tiVHMbYO'•.VKR{Y.9M1RYAMkCHL t • • I -- - - - — - - -- _ TYPICAL CRAWLSPACE GIRDER - KEYSTAR C PLAN C1) Date: 2/16/00 BeamChek 2.2 Choice 14x 6 DF-L #2 BASE Fb = 875 ADJ Fb = 1138 I Conditions '91 NDS Min Bearing Area R1= 1.7 in R2= 1.7 in DL Deft 0.02 in Z Data Beam Span 5.0 ft Reaction 1 1043 # Reaction 1 LL 825 # • I Z Beam Wt der ft - ' 4.68 # Reaction 2 1043 # Reaction 2 LL 825 # fe I '. Beam Weight 23 # Maximum V 1043 # 6 = Max Moment 1304 '# Max V (Reduced) 852 # ..-I U TL Max Defl L / 360 TL Actual Deft L / 795 N p • LL Max Deli L / 360 LL Actual Dell L / >1000 W = Attributes Section (in Shear (in TL Dell (in) LL Defl I Actual 17.65 19.25 0.08 0.06 w 0 Critical 13.75 13.45 0.17 0.17 2 Status OK OK OK OK g M Ratio 78% 70% 45% 36% u- Fb (psi) Fv (psi) E (psi x mil) Fc l (psi) = O Values Base Values 875 95 1.6 625 I— _ Base Adjusted 1138 95 1.6 625 - ? h ` Adjustments CF Size Factor 1.300 Z O Cd Duration 1.00 1.00 LU uj Cr Repetitive D p Ch Shear Stress .0 N Cm Wet Use O H BeamChek has automatically added the beam self weight into the calculations. Z U . I Loads Uniform TL: 413 = A Uniform LL: 330 U. O W� U 0 I- j Z . I Uniform Load A - � I R1 =1043 R2 = 1043 SPAN =5FT Uniform and partial uniform loads are lbs per lineal ft. 1 - r; • 35 P (., N , le . [[ nq} � i ■ k; 1771 . ,. .. .. r .. ,; i:'L..i .. ...., .., r'..:j .... .e..r. , <.:Ie +l•vl.x .:.... •Ix.;.te.t''.,. ':.`iuL7L.ft."4i:.'i; .r....., a .. ., .. ,:. v+ aM^.• ru^ fenWa* tui: tw....✓ ry .aurvsa. +M.ur:t'SkHabbr'..Fw..• `ilM.uMNw+wh.rwr.+......... BEAM OVER NOOK 2035 plan Date: 7/29/02 BeamChek 2.2 Choice 1 5-118x 10 -112 GLB 24F V4 DFIDF BASE Fb = 2400 ADJ Fb = 2400 I Conditions Z Min Bearing Area R1= 6.0 in R2= 6.0 in DL Defl 0.07 in Suggested Camber 0.11 in < Data Beam Span 10.0 ft Reaction 1 3886 # Reaction 1 LL 2500 # ' ,t.- Z Beam Wt r ft 3.08 # Reaction 2 3886 # Reaction 2 LL 2501 # Pp � Q 2 Beam Weight 131 # Maximum V 3886 # J U Max Moment 8688'# Max V (Reduced) 3206 # 0 0 TL Max Deli L / 240 TL Actual Dell L / 596 co 0 LL Max Defl L / 360 LL Actual Defl L / 924 W i Attributes Section (in Shear (in TL Defl (in) LL Defl rn u. Actual 94.17 53.81 0.20 0.13 W 0 Critical 43.44 25.31 0.50 0.33 2 Status OK OK OK OK u- Ratio 46% 47% 40% 39% a U , Fb (psi) Fv (psi) E (psi x mil) Fc l (psi) = W H Values Base Values 2400 190 1.8 650 Z Base Adjusted 2400 190 1.8 650 Z O Adjustments Cv Volume 1.000 W Cd Duration 1.00 1.00 ui Cr Repetitive U O Ch Shear Stress 0 1- Cm Wet Use 2 W, BeamChek has automatically added the beam self - weight into the calculations. F— 2 L 0 Loads Uniform TL: 357 = A Uniform LL: 225 1 Z co 1 I Point LL Point TL Distance Par Unif LL Par Unif TL Start End I 0 688 B =1018 3.25 275 H = 407 0 3.25 ~ l- 688 C =1018 8.25 275 1= 407 8.25 10.0 Z 1 i. • I i I H I I Uniform Load A I Pt loads: I B Q I R1 = 3886 R2 = 3886 SPAN =10 FT a " ,�. �� � 14 � Uniform and partial uniform loads are lbs per lineal ft. t,:(Ti4,74 1 :, : ; { 1 'µ • io I ,t . : )y N l ' 1 31111 1 _ ;� ' u ; ''a '71 . :, i riSt ' ' . ....... .. , .... .. , •.�.»«vwM:«� rx emu ' • --- 1,..c r 1 I .-- ... „ l - 1 FILE COPY , . • ''' .01 ' REED & ASSOCIATES, PS . ..., . : 1 t .. : Civil & Structural Engineering - ..., : 8311-212th St SW Edmonds, WA 98026 • 4 • ' _11 ' Office (425)778-2793 Fax (425)775-2073 ' ' ' • . ' z • < • Ill N ■ ,'- 2 STRUCTURAL CALCULATIONS FOR: 6 D -J 0 0 0 • • U) CI U) LLI Greenridge Homes LLI i U) U_ . - Plan 1834 • CITY OF TAW Lu 0 APPROVED 2 ?-. • u_ a .0 C T - 8 2002 on Lateral Design of a (2)-story SFR KS 1 Z 1-- • I- 0 • T .---. Z I- LU uj 2 n AUG 1 4 2002 n 0 o w O — o 1— . PERMIT CENTER ILI w I I- - F: L I 0 - • . . ...: z LU (/) NOT VALID WITHOUT A WET PI - JOB # 02-476 o '- SIGNATURE z Date Eng # Desc. 7/25/2002 amg 2 Original Contract . . • ‘, 0.L I ■ As •111 t 41 41 1 0 . ? • . r o.,,, _,..1 <(". . -, jeof . , .., .„,„,, ,...,.,„ 8/0 AL 4402 i • I EXPIRES 5-27- 04 I .4111111 t i■ la; v.,:qi :4, f ,‘ 1 'i llillik ;:e c WENDELL E. REED, PE, CBO - WO *1 20e4, . D 0 7 55 P n " E 1 - 'rirV.a•taaga:.• , , ! ■ DESIGN CRITERIA PAGE 1/7 z r--z ROOF LOAD: LIVE = 25 PSF re 2 DEAD = 15 PSF OJ B 00 u) 0 co LL1 WALL LOAD: DEAD = 10 PSF _a l wO 2 FLOOR LOAD: LIVE = 40 PSF g a DEAD =10 PSF w 1.w '- Z SEISMIC ZONE: 3 f-. 0 z r' w uj D0: WIND SPEED/EXPOSURE "80 MPH " / B vo cn 01- w -Cu LL P p. SCOPE OF PROJECT: LATERAL ANALYSIS AND DESIGN OF 2 s - T ' 1 1 - ?' ilk H Ak . LOCATED AT: - '\.{., - • • . ' • tI8T f ESULTS The target design shear fur un unblocked wall is •tbst r8sulte are divided Into filx series, each le • correlated to the design show tor a blinked wail of the same panel grade and thickness with fasteners 4 In. , (-: dieouesed In the following Sections of This report. lbst o,c, along tilt panel edges. Wiron the tranlitlg • fegUlti described In each deollon may Include perpenrtirtiltir to the unblocked edge le 16 in. a.e., tho • Specimens ham prevIoU ly reported iests, reduction le 60 %, For framing 24 In. o.c., one -third of • • the blocked wall shear for 4 -In: o.c. fasteners is used. Z Unbiooked Cheer' Walls These values am nppllod to unblocked show walls Q F: • leatonsd a In. o.o. along supported patio! udgse. The Z target design shears (or stapled walls shown In Table 2 I ta rUrtiobe \ • \ were caletilutud using Iho some method; but bnood on 6 = • Unblocked shear walls were ttsbricated with either nails values for staples In blocked wells putbllshed In . or staples to provide test data for the development of NEPI-272 (4). This calculation of design shears for • N p • design shear recommendations. unblocked shear walls In consietont with the method ' used for unblocked diiphragma and wtlh the values I the 4 x111-11 shoals of panel shouIhIng Wore applied with Included In the 1950 through 1964 editions of the co LL design ' FLOOR TIES/ HOLDOI"INS SIMPSON U.N.O. MARK STRAP NAILING HOLDOWN STUD ANCHORAGE HOEDOWN ANCHOR BOLTS NOTES VERTICAL HORIZONTAL . I-FnI 0 ael - "Ye!' 0 - i zS, _2 4,0 4„,..i,,,,,1 "�-' 2� - C.TA3� • 3Z 1c��x )' /z -io z- zx tur2,642 kazzOn.1 n nr c- - JS• 1- LOCATE HOEDOWN AT EACH END OF SHEARWALL 3- EXTEND FDN DOWN AS REO'D TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOLDOWN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER AS REQ'D SHEARYVALL SCHEDULE- STUD FRAMING MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES BLK'D U.N.O. NAILING FIELD SHEAR FLOW NAILING BASE PLATE RIM JOIST SILL PLATE A•B. PLATE WASHERS 2 "X2 "X 3/16" O. Yy V"', 7/14:OG12> ore- \tY32 - "pW SA Gee" & 10 ' /Z' X, n a Ly 2,1.- (,,Ii - 4 t1 Zy 5a d' �,1' &G\ G 1 Z') Ito •1 ..1 Z1 1 d G 61) w, 1/1 to" oS5 I 3V.? a., s, �d .4`' S- �C.IZ'' 1 �� 4-O- �� A3S e��- f 1/1-i' o �� �l'a"(5-z..„, _ 7/1(d„ osti, ow Is-73-22i -Ni 8ej c.4" I c. Iz-" 1(0d� &a- ,Ai sr�2,'1dc- NOTE: IF USING A NAIL GUN: USE 1Od NAILS INSTEAD OF Sd COMMONS AND DO NO NAIL HEAD BEYOND FLUSH IWTH THE OUTER VENEER OF THE FIN -4.1<.y ; , z W QQ• m JU O 0 W I J � W0 2 u- Q c _ ° I-W Z= H I- O Z - 0 0 Ca O - O I- WW O •• Z W U= P 1- Z Building & Land f) lopmenl DIvIolon Parks. Planning and Rtesn.. -es Department X6110. 196111 Place Southeast IleIIuvue, Washington 9&106•14tXt 2•1 TOP PATE I�oa Hot, HEApER —> NAIL SHEATIIIWG TO IlEAt)EEL AT APA RATE.o SNEAININC, mo. 2l /o EUP. I 2.24 BLOGKINEI prT ANA PLYWOOD Jola APPROVED I4OOMD- END ® IOOD•TO CONCRETE comm Ec. TORS W ITN 35004 CAPAC IT Mlu), ri MA *A. PAtJELA NE1C -ANT A 'h'/ A.%. -r IM$EDMEN1 2- 2xsTUDS NAIL 511EATNI461 To EAc4 STUD e NAILS AT S" 0.c. ALL PLATES, NEADEP,S 4 STUDS 3- 2x PLATES NAIL SNEATIIING TO EACN__ I TE A kPNTiN uous Foos ito, oR sLaZ EDGME • kU1t1UV IAZEKAL RESTRAINT PANEL DETAIL 4 1 NOTE: FOR USE IN WANG-It. EffD WALL, AS SNOW« . IP A MOOR INTERVENES BETWEEN FOUNDATION 0,ND BRACED PANR-L , THE PLYWOOD SNALL OVERLAP TµE RIM JOIST AND BILL RATE.. PROVIDE HoLbovn,15, BOLTS AND PL 00o NAI ItJEI As sAov'JIJ. I P USED . A FSC)V E Pow( W 1lLL tek DETAIL - t'o hA Qi REVISION 2 -I(-51 1 RMVISIOP 2 -I4 -91 I...S'PN:t2uY.e•fi {�i o- .�4.:'..i:nA1'illlAlr:.. .ra, v. .mil: /..hr�1'(1i� T.:.z z . w 12..1 w= • w w 0 • a H w == Z� I.0 ZI- w • w U� o � wW � r- u- 0 wZ U= O ~. z i i - - - - A .Gr . 0 REED & ASSOCIATES, PS Civil & Structural Engineering General Structural Notes ' 8311 -212th St SW Edmonds, WA 98026 I . - Office (425)778 -2793 Fax (425)775 -2073 PROJECT JOB# DATE Plan 1834 02 -476 7/25/2002 . z CODE: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. , _ 1--Z DESIGN LOADS: ". ROOF 15 PSF DEAD LOAD re ui • 25 PSF LIVE LOAD 6 D FLOOR 10 PSF DEAD LOAD v O • 40 PSF LIVE LOAD ° 0 • WIND SPEED 80 MPH co H . • WIND EXPOSURE B . co SEISMIC ZONE 3 w 0 SOILS 2000 PSF DESIGN BEARING 2 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR u. BUILDING DEPARMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. S a FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY k> ~ z (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED ? F- COMPAC FILL: SHOULD CONSIST OF PREDOMINANTLY WELL- GRADED, GRANULAR SOIL, FREE w w OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND 2 D COMPACTED TO A MINMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE o to CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES. p I. CONCRETE: fc = 2500 PSI MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A H v MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. - - El z • REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 U BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A -615. WELDED WIRE FABRIC SHALL p t CONFORM TO ASTM A -185 AND SHALL BE 6X6 - W1.4 X W1.4 LAP ONE FULL MESH AT SPLICES. z ROOF TRUSSES: SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I AND THE UBC. TIMBER: BEAMS AND POSTS (4X_ AND GREATER) DF - L #1 OR BETTER • STUDS HF #2 / STUD OTHER LUMBER • HF #2 OR BETTER 2X_ TIMBER KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL. NAILS SHALL BE COMMON WIRE NAILS. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 7/16" OSB, BLOCK SOLID. NAIL TO 2X STUDS @ 16" O.C. WITH 8d @ 6" O.C. ALL EDGES AND 8d 12" O.C. INT. BEARINGS, U.N.O. ROOF DIAPHRAGM: APPLY 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB ON ROOF, NAIL WITH 8d @ 6" O.C. °N A#40 AT SUPPORTED EDGES AND 8d © 12" O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQUIRED. iii' FLOOR DIAPHRAGM: APPLY 3/4" T&G STURD -I -FLOOR (24 O.C.) GLUED AND NAILED TO FLOOR ; ;1 :•/ ` • FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d '' ` t er iii COMMON WIRE NAILS 12" O.C. AT INTERIOR SUPPORTS. 4 ' "' MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. "' �" ` `' THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT ' ,V0: ,± CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE- , ,,, `p ,, FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.al3 . re 7/25/2002 02 -476 (amg) Job Info II ' ?,"'' '•I.rL;utll:. . +..'}yt ..': ^, , ..:..:..:sAs w. t. k... i. i/' rrk: w:.. d. isb. GiGuil,'.:'R;= uAW.Y..tv".rrF .'.Mn . '.' E "atR.�..�'0••IK•, a......a. ., .. .. ... .,. �'.v .,...._... w_.w .. ... .. ... ,. ...... .,..... :r-., �i, .,....... .. .... .. ... .. .... 1 • Cr— — �, s• 1 4.1 ILA, J 64 • City o f T X .,gip 1 F t •''� '; Steven M. Mullet, Mayor � ; p�• Department of Community Development Steve Lancaster, Director 1908 - -= Z November 4, 2003 ; I-- t Z 5 Steve Farnum U O P.O. Box 906 N p Fall City, WA 98024 • 111 = RE: Permit Application No. D02 -235 LL 4024 South 126th Street ' w 0 Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila to d Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the W Building Official under the provisions of this code shall expire by limitation and become null and void if the = building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if ? t" the building or work authorized by such permit is suspended or abandoned at any time after the work is Z O commenced for a period of 180 days. w W 2 Based on the above, you are hereby advised to: U 0 0 N • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 F— j inspection. = U This inspection is intended to determine if substantial work has been accomplished since issuance of the permit L- O or last inspection; or if the project should be considered abandoned. W Z If such determination is made, the Building Code does allow the Building Official to approve a one -time _ extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why 0 circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 3, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. t Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No D02 -235' Bob Benedicto, Building Official ;, • r7 F " . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 2 Wit •r.,.,.;;; M.•w,e -<...., tisrHa�yx5n +a e¢xtrttud•e.un4.,,� 4 • ; , - ,-- - - 'l Cr- - - � :, ,.mow 1 . - - .0.......... , ......... z:Tkp ,.. l...�.. ,t- City of Tukivila s �S teven M. Mullet, Mayor ,� `"•... ;' v y? f ' = = Department of Community Development Steve Lancaster, Director fit'' ' " s 1908 ' z . r - September 17, 2002 _ ,f- w Mr. Steve Farnum J U P.O. Box 906 (.) O Fall City, WA 98024 w w J F=— RE: CORRECTION LETTER #1 w LL Development Permit Application Number D02 -235 w O " Build &Design Lot 9 - 4024 S 126th Street 2 tz 7 L a Dear Steve: = d 4 1-- Z = This letter is to inform you of corrections that must be addressed before your development permit can be t approved. All correction requests from each department must be addressed at the same time and z O reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, LLI • w the Fire, Building and Planning Departments have no comments. U CD O U - 2 O '- Please address the attached comments in an itemized format with applicable revised plans, w specifications, and /or other documentation. The City requires that four (4) complete sets of revised H U plans, specifications and /or other documentation be resubmitted with the appropriate revision u- ~ O block. z v co In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have p enclosed one for your convenience. Corrections /revisions must be made in person and will not be z accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. t Sincerely, x124. 42.e...-x....ce---b Stefania Spencer Permit Technician encl i E:40 xc: File No. D02 -235 '"' '1;s t €7, } " hi'P t •A' f f y #�'r . s 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .,.,. „,, i . . 1 b. #' Ci o f �i Tu la M. Steven Mullet, Mayor 01 Department of Community Development Steve Lancaster, Director 1908 z August 16, 2002 F=' � Steve Farnum Build & Design Group P.O. Box 906 ; co o Fall City, WA 98024 . J Lu RE: Letter of Incomplete Application #1 w O Development Permit Application Number D02 -235 Build & Design Lot 9 2 4024 S 126 St. d =w Dear Mr. Farnum: z �_.. 1— 0 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 14, 2002, is determined to be incomplete. Before your permit application can begin the plan p review process the following items need to be addressed. UO co o I- Building Division Bob Benedicto, Building Official = U 206/431 -3675 o 0 L I 1. Please provide "circled" information listed on attached "Guidelines for Residential Site Plan co Submittal ". ~O �. z ' Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, -. ■ a. 1. Kathryn A. Stetson fi Permit Technician 0 .� encl File: Permit File No D02 -235 —- o Alqtr4 `t MP . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665; ,,,,,,;,,,n,{...ta' ,G.•.::1.: .i<.+; .r 'r..:..4..u,' ... .. .. .. wry cr.era- =v.w..m . ww.nnw++rne, .. ... .. .., ... ,....,„... .r •n wMi�m xe«. vxev,. Mar ro. u« .M k t 47113 ,,% �C/ — t - s ! I 1 GUIDELINES FOR RESIDENTIAL SITE PLAN SUBMITTAL MININIMUM REQUIREMENTS TO BE SHOWN ON SITE PLAN CHECK LIST /Minimum sheet size 11" x 17" = /Minimum scale 1" = 10 6 re 6 0 / North arrow co 0 w I I Street name w co w 0 2 o Porches or decks and dimensions g a' lL All existing buildings on site w Z = 0 Setbacks (building to property line) and dimensions of each Z o w Roof overhangs as dashed line 2 o o (0 0 Dimensions of overhangs w ; U t'k Dimension of chimney if it extends beyond building line ii. 0 w z o Dimensions of all exterior walls v 0 I z 0 All property line dimensions I , o Proposed work clearly identified . { 0 Proposed finish floor elevation (if new dwelling) 0 Elevations of property corners based upon an identified datum. (Example,: Elevation "0" = top of storm drain grate I street, sewer manhole cover, top of fire hydrant, or other similar pert pelat of . reference. Elevation of property corners can be referenced to this datum of "0 ") o Easements o Nearest fire hydrant, and indicate distance to entrance drive ' , /Address of property , l/ Owner "'f 0 Assessor parcel number C) TA ?La N r:212 t: t i4 .. ... .. .. , ... +.3:. ... :/ C .. c. n <1'_ n.. »ww wtl • R...w..a. n..... .. KLw�w++.'w....�. _.. .,.._.... .... _.....�..xe ..v — nr�.e� „... .. 1 - -- -. - -' 4 , .0,1116t w CITY OF TUKWILA a ,, la Permit Center Huai *co 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Mot Telephone: (206) 431 -3670 Certificate of Water Availability z . PROJECT #: Doa. (Required only if outside City of Tukwila water utility district) f- w PART A: (To be completed by applicant) v o Site Address (Attach map and Legal Description showing hydrant location and size of main): co 0 w = V x. y st •�!f A 3 W +c'ic:4M AZI,'' L f yt Xig K. (I L eah o w Name: Nam e: 2 Address: p(> as?,) c('0r3 Address: u.? Phone: tlo -- dgG IA .. 53 q 6P, Phone: I C! Th ertificate is for the purposes of: z = F- Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision z 0 ❑ CommerciaVlndustrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): U co o — i Vehicular distance from nearest hydrant to the closest point of structure ft. w H w Area is .: ed by (Water lity district): H H Own. / • •• nt S' • Date: `L O �_ ~ PART B: (To be o " complleted by water utility district) Z The proposed project is located within . 17-t kC�wt I i (City/County) The improvements required to upgrade the water system to bring it in oY compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: NI I k (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.will be available at the site with a flow of 2-400 gpm at 20 psi residual for a duration of 2 hours at a velocity of / S fps as documented by the attached calculations. I hereby certify that the above information is true and correct. gi_es3u.ns1 u.)oktex- flat . * 135 Q.�. . v j 7 -- 2,5 ©2.t AgenCy'l'hone able - 94a -1$yl y Date e � ` N zl. ' 1 t- 7` ��;"} PART C: To be com leted b overnin ' �"' .r , • f • ( p Y g 91 urisdiction) a� ,.0 .;` . e � � t i , Water Availability: I71 Acceptable service can be provided to this project x- sv -1-` . C73 Acce table service cannot be provided to this project unless the improvements in item C2 are met. " ° �' ' :r ` P P P j P '+ ;1;., : l *:' ; _ ❑ System isn't capable of providing service to this project. „ E.- x . Minimum water system improvements: (At least equal to B2 above) _ :;.; °:, AUG 1 4 2002 ),,,`; Vi (Use separate sheet if more room is needed) '' ` "` ,.4,,,; '' . Iti n ( .V;k ■ tifi� ,' �i� 1+ rS ;wpp,•aa:ayt_:.i'.t:.., "vT:!_� e, .. a.. .. ,,.,_... .: .u..... .. _ . . , , ., ... . , -- G / - 1 f / c m - a ; TOWAfid) A I P : , T r 7 V!ntONMENIT ' 14816 MIlltt Road South P.O. Box 69550 sj 1 < Tu kwila, WA 98168 1 Phone: 206 242 -3236 `-''" � ' „ Fax (206) 242 -1527 SEWER DPS I ` CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY 14 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: • IS Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Iiil Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: Doi-) [e9 L, Phone: s.'00 ?"2. — e y62 • Property Address or Approximate Location: Tax Lot Number: & 1 o A Li S', t 6 IS'i z . _I PARCEL F o! ILI LOT 9, SQUIRE'S REPLAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO 6 THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE (S) 100, IN KING COUNTY, WASHINGTON: U Q EXCEPT THAT PORTION CONDEMNED FOR STATE HIGHWAY UNDER SUPERIOR COURT CAUSE NUMBER 646939: TOGETHER WITH ALL OF VACATED SOUTH 126TH STREET ADJOINING; w w I J ! Part B: (To Be Completed by Sewer Agency) u) p w I , 2 1. t$ a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer g 5 12 feet from the site and the sewer system has the capacity to serve the proposed use. u- rn OR ❑ b. Sewer service will require an improvement to the sewer system of: I W Ci ❑ (1) feet of sewer trunk or lateral to reach the site; and /or Z ❑ (2) the construction of a collection system on the site; and /or i-- 0 ❑ (3) other (describe): I Lu AUG 1 4 2002 D o 0 Y w w . 2. (Must be completed if 1.b above is checked) .' _ i- ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive u_ O plan, z tii OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 2 O~ 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary z Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service Is subject to the following: PERMIT: $ V . a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1784.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) _ ;U I,�,� - b. Easements: ❑ Required ❑ May be Required" " w. , c. Other: } z`'e T ) , t.::; { , , , . :c / r I hereby certify that the above ewer agency information is true. This certification shall be valid for one year "• he date of si ture. - r ` 1,, .e,'.u,. 1 I Gri4S e -k 7 Z / c' By Title Date ate Y ,,: yx �: D a 1:N:t 3 , , . , . • - .- . 'l. ....: r a i i '.° , f 4 S . i i i LEGAL DESCRIPTION ' PARCEL F LOT 9, BLOCK 1, SQUIRE'S REPLAT OF PART OF TRACT 33, 1 RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT z . 1 THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE(S) 100, IN S z KING COUNTY, WASHINGTON. rt e J V 00. ` PROPERTY ADDRESS .cn i 4024 S. 126 STREET w LL w0 PARCEL # 2 794520 -0042 ' a . co I__ z F- 1- o - z F- LU w D O. o co' O ~: WW I 1 "_Z { o� o f j RECEIVED . j CITY OF TUKWILA AUG 1 4 2002 PERMIT CENTER 4 ; ,`:. F; I .; ; rf ' " ,i . 1, ''' q " DC) 2:0 icilli '''",7"-:,4 L.,. it , I - . . -, :4r •' 1 i • "Nq PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 235 DATE: 10 -02 -02 • PROJECT NAME: Build & Design Lot 9 z SITE ADDRESS: 4024 S 126 St ce w JU Original Plan Submittal Response to Incomplete Letter # d o - CD il Response to Correction Letter # ' Revision # After Permit Is Issued H . DEPARTMENTS: 2 ? 1 Li. Building Division n Fire Prevention n Planning Division N _ M 1 = Public Works rE Structural Permit Coordinator X 1— W _ zF- 1--0 Z I— w uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-03-02 2 o i U N i Complete Incomplete Not Applicable n 0 H I = Comments: 1— I O Iii _ N Permit Center Use Only H _= F- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Z • Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTI G: t Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-31 -02 Approved n Approved with Conditions ►� Not Approved (attach comments) Notation: ' fh REVIEWER'S INITIALS: DATE: 7$, ' V,,vA4 fart; Permit Center Use Only `'' CORRECTION LETTER MAILED: :;u4. � r . , F , is Departments issued corrections: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: _ � 41 N ;�: ',, *� . Documents/routing slip.doc " : 2-28-02 4, to ' ',: 'tr; ;'.,I\'1.:. +' " ;iti %�,1 iNv •:.T�.�Y >:'� \ kY iaL\M.tmI+R'•.r <<k:+...AV.a V+Y\"�M'w.s\\�\*. r 1:. .IS �. ... }'. .. f� ..r\» .er. ,w+.. rwe+w..... •..vaw..,.n .n.w., _ .. • �r�. . « ......... ...... .... .... .. .... i i I - i- . - 't.�r- �, -.` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 235 DATE: 08 - - • PROJECT NAME: Build & Design Lot 9 z SITE ADDRESS: 4024 S 126 St F w V . i Original Plan Submittal x Response to Incomplete Letter # t 0 CO O • Response to Correction Letter # Revision # After Permit Is Issued CO z { I- 0 U. wO DEPARTMENTS: G � `��- J Building ivsion I • I Fire Prevention n Planning Division n ▪ n = d w Public Works II Structural [II Permit Coordinator g Z 1 Z I- • w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-20-02 2 o N Complete i 1' Incomplete n Not Applicable n o H w w Comments: _ Z Permit Center Use Only U . H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z 1- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT NG: 1 Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-17 -02 Approved n Approved with Conditions Not Approved (attach comments) J � $ p. Notation: 14;;x REVIEWER'S INITIALS: DATE:xfiG4 x;04 :{: Permit Center Use Only '` � ;:' ": ,,h CORRECTION LETTER MAILED: G I' /7 "o t ".r.�# Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: E-AS �, ;�,,;. M. vY Documents/routing slip.doc 2 -28.02 fi r_ ; • DIN .. :1 ':.:. .. 1 •,,•.. .• n.. .,::.1.. :: Ti� rr^ a. lY, sY, 1 , ti'' NrA.. a. vG.,.'- SC. r:v.+1.4.kluwuG R'An.X ` kY�dMMA +'MaMYY4VY'MrY.rRIN1RweTrP t I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 235 DATE: 08 - - 1 PROJECT NAME: Build & Design Lot 9 z = SITE ADDRESS: 4024 S 126 St ce Z xx Original Plan Submittal Response to Incomplete Letter # 0 O to 0 } cow I Response to Correction Letter # Revision # After Permit Is Issued H W O w DEPARTMENTS: 2 150 deed S� 15 - Ill AMa. 'S-19 -az CPL !L4. f5 - D g j Build Division 1%--1,--15 Fire Prevention n Planning Division n -- w � C� w � Public Works I I Structural El Permit Coordinator X Z H Z1 Ill u j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-15-02 2 U 0 , D Complete [7 Incomplete Not Applicable 0 F- w Comments: H H • ti Z Permit Center Use Only U ((�� ^^ O 1 INCOMPLETE LETTER MAILED: U 1 1' 0) LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ci1 Fire ❑ Ping ❑ PW ❑ Staff Initials: (IL!/Y' TUES /THURS ROUTING: % . Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -12 -02 Approved ❑ Approved with Conditions Not Approved (attach comments) `, 0 `c v . ! Notation: � ° REVIEWER'S INITIALS: DATE: � '? ! Permit Center Use Only CORRECTION LETTER MAILED: k "1rrt,sw•t -.,3 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: — WO Documents/routing slip.doc 4 y 2 -28.02 a . •--2 ,:.,.. }; .. .. ., ; '. ''.•.' C :vi „a.'A.; ;,.,`„; �us.,rvFY.1J ., .. 7 ti.'” PI. Ydw' T• MInJfM!: eT. P.Fw.'«f+"1. ^r \`nun «wMfrY +..- _ ? :, ..,.• . at: •. ':; .,. ., . '.ea it ^.J'; +ad8fin•k; .ra6.G�r: :�. <se:A' .. .. • . ---t . - — - - ' - . -- .— ' - , . , r sy , City of Tukwila o / , �,, s' , Department of Community Development - Permit Center ~ i � + , 6300 Southcenter Blvd, Suite 100 N 6 • Tukwila, WA 98188 * '.- .- �•�.•••'' (206)431 -3670 1908 _ Z ,, , y .." axi � . °�, y ¢ y v 'n: "; t`r ` «�<'. `K- . a,� a ur't�;:• t ;f ,« rt� t. t' s 5 � , .1.- � W .t + ���� rte + ,4'.��<yy;Y ^{ yam } :i „? u �,r� �t ' ,- „,.,..,... ,... € G , '�:' f �; `�� Z t' ?�''�; . N r 1,m' � ) (r 1. E } `� €.. joV ,� �/ i tit k` i 5.Y1 M . : 4 4�, s+ ( i}' I rv �Y.' fi rf ii' Li. S � , 'k 4 ° �j +Y� di �� iW +�V�Sj�.�a.'i"J! 3 �f 7 PY t'u 1 t(� 1dGY,py, {7. i . i , F, } ` r .J e.P,� G e l ,. I ;yh .b ! >ad l , I l ii, y� g i,'"n l' J rr ,R, ± t ) , _ t , ,.,s .r. lr G�',. ; . r,.: i a4x � . ?� a s . an.1.!e) I: E r }: }�F.S'� ; c, ,' 14. tttk�4 JrPttc�J.�r.'.3��..3v:xn���ea ���.�, rc•,r1''M4 A21:# f1; .'rr'at�•�in..u,�., {...� .r , ,..t F.,t + F- 'GYtY,ti,,wJ7.t< '(�C,5.1'<, d�"aa�ItT�iY:fi�rdi ,..lc:�P� > {, �a'�'iS- ..:,�4;\.. ,; ,. ., :fn '�tS�i,u JU U O si Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted co 0 . .. � :..... ... ...:..,,, : )•...; , ':t: ,° .. . ":..''. /! :.or'�S!. ° l a;6.!:eiu.l:n::+..>:..r'..:.. 7'• i%J..L4l2lcMC,vuLk: Ynww,l.n.nn '..r ....... ulwr sWyamt6SUtF1L' iY'+'' �M; ���n^+ vn+ rnwM, r+ wwm «a+•.+unn,^wwnrnawn}.c«�.r.nm. m�rwamn, w.*•*.:s nH•rTat' +J'uJ'R3}.'}SN4YRtRr.'y - - -- -- te r - . , , r ., * kJ ,Wri •• ;••wqs' r r k , City of Tukwila o Department of Community Development - Permit Center u r p 6 300 Southc Blvd, Suite 100 N \ j a .f.Z' Tukwila, WA 98188 Ik`••••••.M.. • - (206)431 -3670 1968 - . z . ; �i� l li'"1 9;vq �l� i 7'K 't . ;� w�r(i� rk�� Tti tj U ��� .l .r .. ..�. *i' ,. ..`„ ..�., i� t . r 4):1.;:)1,'::.'!:1'r. ' . .. . . s � W �� , ; �, � }, .r , ir � 4' I SION S R kTAI r re , F • 1 D 02_0235 Drawing #1.2 I 0 Inch 1/16 1 2 3 , , d 5 6 • Y7 Sl V� T L l �I' 7771-1- 0 I. 1 IIIII�IIILLIIII�IIIIIIII I�IIIIIIIII�IllIIIIII�Illllll1iiiiiII1III�II II�ICII�IIIIII • II�IIII I III IIIIII 111I1111.� III I1II IIIIIII I I I IIIII� I,IIIII III o FILE COF-7r'l 4006 S. 126T" ST LOT 6 • 1 PLAN 1 GARAGE LEFT 4012 S. 1261" ST. LOT 7 PLAN IM-13 GARAGE RIGHT 50.04 POSSI LE FUTURE CURB AND GUTTE EXISTING PAVED PUBLIC ROAD m SEDIMENT FABRIC FENCE (EXIS 4018 S. 126T" ST E LOT 8 PLAN 1828-A GARAGE LEFT , 1/* STREET IMPROVEMENT 8" SAN SEWER (PROPO ED) PLAN 134-A GARAGE RIGHT 55 .45.74 0 lem d CM Of TUKWILA APPRIYvED OCT -8 2002 AS WILD 0 FIRE lot 9 site plan garage