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HomeMy WebLinkAboutPermit D99-0314 - Beck Residence - GarageLes Beck IL City of Tukwila (.. p09,0 ,v- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR The graritiri cancel the or the per development WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 334740 -1430 4702 S 122 ST NGAR DEVPERM LDR 001 North: TUKWILA License No: LES BECK 4702 S 122ND STREET, TUKWILA, WA 98178 BECK L V & FRANCESCA 4702 S 122ND ST, TUKWILA WA 98178 LES BECK 4702 S 122ND STREET, TUKWILA, WA 98178 M & W BUILDING SUPPLY CO INC PO BOX 220, CANBY, OR 97013 **•*************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: BUILD ON SITE A 24'X 30' POLE BUILDING TO BE USED AS GARAGE /SHOP. ********************************************•********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 16,200.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut/Access/Sidewalk/CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Y Street Use: Water Main Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 490.26 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Dat e:(0:111 - 79 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be • mplied with, whether specified herein or riot. Signature:_ Print Name fit= -5(.,r e V • Vacg MWBUISC061K5 DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: D99 -0314 ISSUED 09/27/1999 03/25/2000 Occupancy: PRIVATE GARAGE UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: N Streams: Phone: 206 762 -3661 Phone: 206 762 -3661 Phone: 800 -547 -1714 permit does not presume to give authority to violate or of a4 other state or local laws regulating construction wor I am authorized to sign for and obtain this Date: 10-6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1430 Address: 4702 S 122 ST Suite No: Location: Category: NGAR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: MWBUISC061K5 OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: The grantin cancel th- p or the pe development Signature:_ Print Name: DEVELOPMENT PERMIT Start Time: No: Private: Permit No: Status: Issued: Expires: (206) 431 -3670 D99 -0314 ISSUED 09/27/1999 03/25/2000 Occupancy: PRIVATE GARAGE UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: N Streams: Phone: 206 762 -3661 LES BECK 4702 S 122ND STREET, TUKWILA, WA 98178 BECK L V & FRANCESCA 4702 S 122ND ST, TUKWILA WA 98178 LES BECK 4702 S 122ND STREET, TUKWILA, WA 98178 M & W BUILDING SUPPLY CO INC PO BOX 220, CANBY, OR 97013 ***************************************************** * * * * ** * * * * * * * * * * * * * ** * * * * * * * * ** Permit Description: BUILD ON SITE A 24'X 30' POLE BUILDING TO BE USED AS GARAGE /SHOP. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 16,200.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Flood Control Zone: Hauling: Start Time: Land Altering: Cut: Landscape Irrigation: Moving Oversized Load: End Time: Sanitary Side Sewer: Sewer Main Extension: Public: Storm Drainage: Y Street Use: Water Main Extension: Private: Public: ******************** k********************************* * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * TOTAL DEVELOPMENT PERMIT FEES: $ 490.26 ******************************************************* * * * * * * ** * * * * * * * * * * *** * * * * * * ** l X,CAL Date: q_--D Phone: 206 762 -3661 Phone: 800- 547 -1714 Size(in): .00 End Time: Fill: I hereby certify that I have read and examined th permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. permi does not presume to give authority to violate or n of a other state or local laws regulating construction of war I am authorized to sign for and obtain this Date: q 2 ? 11 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. FU4.W11.. Address 4102 , 1`_'�' r i'.: Per itt) t ('€t'; 099-0314 St;1.te, I ., an _,ta tU I'S,;,UECr voe . DE /PERM ADO lied 1113.r O/ 19'9 . . Par C01 a,.l I 3347413-1430 1.:;ued 0.912.7/1999 h k :14.14.4H44—* 'M. g 4.h N'h. k kki k k k N k k h* 4 k hh k k kk k k k h h h k b h k h h i k k hh h h h kb 1 h h k h h* ± b h k k b h k .+ Pe t Y'.Corid i t i c'n, ..! ft�kr + "iiL1t ie will_ t.e, 10 de. to the :,rr,1 ans. ur' l ass aperr'•uved: k,v, ,the' ErrO hoer...arid. the 1:u6'w 1a tifi { i 1din (1i.v.t. fait oori iOh:•to be t�t�eYe ix+ .t ce. ri:i th aoprover( ?C' l ��iY: a 11 . 1`.t?t7ti j7�iirL'tt. s 1t r�if'.:, i �il•i T C1r 4 i Id i:n,+. .l- +J.de.' 1t: .dilrl'tl. E'Gi i.inl7OYrt).Necllanica1::.' ode °r] 997 Ed.11ioh) and W'a'Sliinat.o t'•Sta i= il.erav'il ade (]99 ECilt it7i3} •. /=t 1 1 r er 111 i t. . i'11Sp, t i anl'!. ttipp Ve:t] • f7 1.ariti ,Shall he a+ia bl he i4.1li :toffs: :tlie . tar it anv . or cor . tr optr1ll►i 1'1' eSe }tior(ImI?ni's re, t • a n t� fr. ilia . 't'rt+] L� l - l,'le4 t4 { rY�ect 4. 'Ja1it!`) +,to �rk?rlti�,.. flll= ,1 suarilti.',oi 11 par illl tlt + Lp.r ;+1T 1cat i'on andi , +:Oitti:'+flts'i,'t,it ?►Ys, Shall rrc+t. ot''..coo z, tr p,e' : tO. Cpa1''iNI1 ,0f 'or.' �,tY,a c r ova 1 r Y. 01 atilt trT. <t lie.: I. 1 ' V 1 3.1'.6il Id 1 I O code. 0 ``tai i3ii t� C + rher or :Fria r1C e t JNC+ .oer'mit p eStril)ln+] tl�; a i v afith!�,r i Cy o , v i.o l t e . can + e t ;c. ht , P rovisi oriS ;,Cry c:ode'�a11a1;1 Lie`eral.i't1 Project Name/Tenant: / . f� es-e :. V of Const c -2 0G . 0 0 Site Address: cf �, 7 tit) e-,. T 7j City State /Zip: •5. / --7 .. 2 • 7eiO / //l U4. lei 7t Tax Parcel Number: 33 r7 90 —/ 43a Property Owner: t i=1r - f (? / / v - Phone: Street Address: City State /Zip: Fax #: Contractor: 4i a BU /L.b /a."y .\--t , 6- Phone: /-e3o7 °Sq -1 7/9 Fax #: ; Sc .) 2 6 , 0) -- 7 /0 Z- Street Address: City State/Zip: E'2.. / 1. . /-- /r-uk' > 7 E f'A /0/ -3:' o,' 7c)/ Architect: / Phone: Street Address: City State /Zip: Fax #: Engineer: 4 / /� 1 � ,L) L{: y Phone: Street Address: _I'r / cif ri, City State /Zip: n5 1/7/k7 tie-7) Fax #: Contact Person: ' Phone . Street et Address: �/ 07- 0 . �� City State /Zip: • z � \ 2 V t 7Z)4e.)1 t r , C 4 � � /4- cc 8/ 7 b Fax #: Description of work to be done: 12 Ou/ £ c-7,rc_) 6 /73E. /-9 :2z:/ K ) ' /� ce ‘g / L, D j a-t7 TO ,T'- (-).. & z 4- ; c .£J3 0 /.5 //c7- Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* 71 �y Remodel /Addition to Accessory Structure Y�Gara ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: a Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) - 7ZD sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) n O 7e- 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Pro►eot :NUttiiii Single - Family Residential Permit Application CITY OF TUI f VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ 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 it: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date aca tio accepted: cm r r Date alI 0 1a Application aka : (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BU/LDIN OWNER' UTH 'IZED AGENT: Signature: ; . 914 � . • / r « '` i �. , . . : �� � + .a f % r Date: �' , /te,. t at: , 9 ,, Print name -� c r ; ( r ;� V l; f -` C , -4 �pne j . f _ P cr ? � C (-( , Fax #: T A refs.: , ) (.:7 : , -?/..- `})` City /State /Zip: 2e(1.),2,4./2,,., �(i.' (ill • 67(4,? .7, ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE UBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED B( • REGISTERED ARCHITECT OR PRL SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ � 414■WiN13 BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE 4AWS;OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SH ERMIT,DOC 2/13/97 r•ttt:t **: ****** *:t ** * *A rk :k. *A: kart* AA* lrf e:;: t: 4k .1:h:1•****:kA* *A *ka ?;** .': Of h11 {' t.L.w -1E{ 1 ie,!•irt ^ii 1 t * * * **:'.• k k **AkA • , *:t It ±r *. •t:* * I , k*:, A?F +'• * . t#: r. 1* A;ts /*:rk:I*;F 4•kFINni.1:1" r4umber R90001M., ,Nnic,urtt,. j08.:;"6 Q9, 1 /9 , : 1 1 0.t%. No•:rtnent:' Methoa, LHCC f ut�a�t; on LES HECK in•1t: fLEI i t r01it. Nor. 099-0::14 •• • DEVPli {tt4 i)E VE OP3hisi.•f }'EItttIT F�tr c:e I h4ci: 334 %4G'- .1.S30. ,a ite Adti ^ et.s: 4702 6 422 3T f of :a l l=e•:. 490.'26 Th i :, F v.ment, aou,75. ...rota! ALL huittii t 1 r90,. _it . 44 *;t:3 *A•S * * * ** *•first *r1* * *4** k*k *:1ka k4 A*r1 ***d **$ 1.t***¢ f A•tit•A *•t *'A*:Art *•A•* 14ccount t brie ur?sc:t ^iotinn. 1,4,moant� 000/32:4.100 • 1i111:1.E)1.i' }G -• NUNKV.; --(„G1 .51 000(322.100 UUtLI)It4{3 RES 27.9.: 000/ 34 330 PLAN, t;NEC k _ . F: E~;; 1$1.51 000/ 345.8 30 ' PLi t4 'CHECK •.• UTILITY 10.00 000/38.904 A E BUlLDINU £iUt.CFIAkGE 4.50 412/342.400 :Ct4G1'' HL•'E: •- a•i'URO I }E ALA 0.00 7357 09/28 0710 TOTAL 308.75 .".7 • - r.ITY OF rthow.m. • * *, A A * A * * * * A A . 4 * * 4.• A A: A * * URANSWIJ * e klrAlkO kic'***41-A.**0**11k".344**:(******.A.VA*A.4.4c41.; ' )1280013? 114,6unt: - •tp1 ..31 .0B/30/99 12t•12 Pitypient.:Method: CHECK Notation:' tESAECK ' Imit;: CAS - - Pe'rmit No: D911 -0314 Jvve: DEVPERM DEVELOPMENT MOUI I'arc Not • .Site Address:" 4702:.S 122 ST ' • Total Fee: • 1465.2G This.:Tavment - -1.81.-.51 •Total ALL Vmts::. 031.51 0.alance — 2.03.: 2 t5 • *.A k, A 1.. fr./it:AAA—AA* ivic•. Account Code DescriotiOn Amount M00/322•.100 BUILDING NONRES 181.51 6457 09/01 9717 TOTAL 191.51 Project /.3e Tyyp.g..of Inspection: / Address: 1 7902. So /7-2 Date cal Special instructions: Date wanted: Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. A $47.00 REINSPECTIOI I E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, f Receipt No: Date: Project: ( c bee k, Type of InspectioF: ) X Address: u") V� S . .") I / Date called: I ( + f Special instructions: Date wanted: 1 (/ . './. .m. .._.1 \ //(eM Phone: q)3 Requester: q)3.... . ` ltd `r /0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 • PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: r }reA I 4 Date: I') f 1 /c El $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ze V. ,2 4 ` is /, PAc t 5- 7 `Th�c e.E / S ,4 )0` //V1 i -4 7 y 8 Gu,g /c- vas © C 14 . % E /74- 6. 2 4 5 . ' / C l o ✓ v z 7 0/c / 7A' e s sure vG 77A ) I! A , `T, /5 / 5 /4- •e30 v7_ 40 e7o �c.,6 3 •• -- 7fl' -,&-,e ,E /,v L c- 3 c vB /c t /.vs , o C POC /-i � 7;F . / AC Ducr A./7 / et-) L'o/Z Try, /tLoa,. ' ? F,' cox 74 .lee, 44 H /iv Sl�G _ _ . � 'c (z) L____ _ filter fabric etc' ,c vre„. s /. A t 6" ,D4,49, ./ Vi w /2GdF L4" Pee r ,d1, 7W S¢ m 4< X 90 ° 4 NEW ,8c.J. cwoi ppPROVED SEP 2 3 1999 / AS NOTED C�' rt� '� � p1V13 d /���,v ' 2 e4 LO,c.� 7;t-: o L A: CoU 649. Su A �•� 5/6 4/ '1 _'L'4 G These plans have been reviewed by the PuWf0 ilf Department for conformance with current rk standards Acceptance is subject to errors and o which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designcci ,%dditlons, deletions or revisions to these and wil require h a r void d e FG tp p ssequent approval. Final acceptance is subject to field inspection br rie public works utilities inspector. DM q 2 2 . ' y BY 1 compacted backfill Ogg 31 4 ( 4" rigid or 6" flexible perforated pipe RECEIV J washed rock 1 1/2 " -3/4" SEP 2 0 1-44--- 24" PUBL&A TUKWIL SECTION e h Carr 11. Job Name: MW24STKB Trutt ID: MW24STK6 Qhr. 2 Drwg: CO9$Z03131 -004 , li[I x-ICC ADCS SILK 11112'D DP C1>3C 1 0- 2 -32 4219 5.50' 3.00' SOT 2 23- 9- 4 4219 5.50• 3.00' NM TC RICE A. at CMI 1 - 11922 16 .44 .60 2 -8657 .09 .42 .51. 3 -8564 .011 .42 .50 4 -8671 .09 .42 .51 5 -12124 ' .17 .44 .60 BC PUCE Ala. at C3I 1 11385 86 .00 .93 2 11596 .89 .06 .95 3 11595 .49 .06 .95 1E8 NICE CSI 1ES RICE CSI 2-8 -3371 .22 5-8 -3549 .23 3-1 2241 .42 fax riniammt I/ 0{ =WI zr - .39•IY - .07.1L -.46• •� - cist Iasaticns 1 - 0 6 36- 2 - 8 7 •0- 3 1 - 0- 0 8 12- 4 16- 2 -14 9 14- 5 17- 1- 8 10 36- 0- 0 0- 0 0-0 0-0 0-0 gas SPF C1650I1.5E 2m1 .55 ast i>is�1 1S rlYi 9aS CF 30 NF p/62-0111 3 - MI THE USD CANS. Incise- air eligible. ate car 26:8-97. AMS WINS SR ICED 1 i 143FQtT 01607. NV Todd fa- 10 INF taraaamaat SQL des to sufficient fetal saxes fens bylaw, •s.r Tir w ?We is A d:rez a 84. 2- YS5 REQUIRED T 3-5-15 5-16 bo-s -1 1 7 6- 1 12-0-0 2 3.00 8-10 '• Pit • 1 5]11E ium tow •• 1244 7-8 I 3 7 -10 S =H5125 2444 8 9 1240 17-14 12-0-0 4 5 - -7:(7 1 ) Truswal Systems Plates are 20 ga. unless shown by •18 ga.) or 0 2°(16 ga.) , positioned per 'Joint Report. Circled plates and false ee are ooeitioasd as shown above, USLIPT iE7lC Ill :: t 1 0 swat 2 -1788 THE TRUSS PUES IN THIS DESIGN MAY BE SPACED APART USE SOLID BLOCKING BETWEEN THE TRUSS MEMBERS. BLOCK BETWEEN THE TOP CHORDS ATc 4 - O.C. BLOCK BETWEEN THE BOTTOM CHORDS AT 7L - O.C. BLOCK BETWEEN THE WEBS AS SPECIFIED BY X. ATTACH THE BLOCKING WITH 3 -10d NAILS THROUGH EACH TRUSS PLY/MEMBER. TOP CHORD PURUNS ARE REQUIRED ATu ( O.C. BOTTOM CHORD PURUNS ARE REQUIRED All ' O.C. WEB PURUNS ARE REQUIRED IF SPECIFIED BY (•). (ADEQUATE ATTACHMENT BY OTHERS). 2444 6 1 4 T 3-5-15 5-16 I SHIP �� l ][0-545 1 y ITY OF TUKWILA AUG 3 G 1999 PERMIT CENTER Seale* 3/161 is 1' Agigebh. M 8t W BLDG. SUPPLY w i+•at De. me #Ms• co s010'1 Tp5.0 version 01.01.98 WARNING Read all notes oe this skeet and give a copy of It to the Erecting Contractor. 1 dsalpa le ferns 'Mated wie a m m e e s . R fns b a t Tad • epdfierins sited • y is asmpemem arwhseer eel awe Is aemedie M(a *. sines meiir of TM sad AWA dies sisals. No near esi0(y le mused ter ieruiwl nenney. Disri= are se be verified by as easqmut essdsrer altar bias lesser pekes. fakleslise. Ifs Wag M.%ssr siaU tiro .eL it as Men maid • is dip sees sr maid as Wag Impend byte Yd Wag cede. RN wad sat tie Ter eked Y hunk hand by de reef at fie drift aid tie boas chard M hsaa lly biased by a sf%id trim maid *eddy imbed. vim . care se d. Bolos sirs le for Wal ell amss Os rams, aim sf a used wised 191 omit came owner rio arnsi s Pahiars�fresie. plead led ice dismiss Y soma= e as fiiri g semidit 'TRUIOOM MANUAL'. by T1w1. 'QUALITY CONTROL STANDARD POR METAL MATE OONNSCIBD WOOD TRUSSES* - (QIT410, ' WIND$INO IN$TALUNO AND BRACING MRTAL PLATS CONNECTED WOOD TRU3359' - (11691) al 11111-91 3111114ARY SIERT by TM. The Tors Plies Woe (1T!) it I. .d is 30A0aaMs Drirs. Marisa. Widish 33719. The Anoka Farad aid Parer Aoarislea (APPA) fi Isuad as 1290 Oaswfol Are. NW. Pe 200. Wasiispaa. DC 200316. =Ft 60.5 Chits Depart ou !PLC - 2 TC Live ' C Dead SC Live DC Dead 30TAL 25.0 psf 3.3 pm! .0 psf 1.0 psi 29.3 pe! _Dcici 110, 1684/112 Custet•sr Dames DurPaos L■1.1S Pw1.15 Rep Ms Dad 1.00 0.C.3paoiap 12- 0- 0 Design Ipso 1SC -97 DIE. Criteria: 15/310 MOM IOUILUHVb OUrI'l.T 22175 S. HWY. 99E CANBY, OREGON • (503)263-6953 (503)266 -7102 (FAX) Building Width (ft) = Building Length (ft) = Eave Height (ft) = h = Bay Spacing (ft) = Roof Slope (SLOPE/12) Concrete Slab (Y or N) Endwall Openings (ft) Ag Reductions (YIN) Moment © Column Base 24 ft x 30 ft x 10 ft W/ FLOOR ram EEM Eas '...: 'f.F Y. Snow Load (in PSF) = Wind Speed (MPH) = Exposure (B,C, or D) = Soil Bearing (Qs) = Trial Ftg Depth (d) BUILDING SUPPLY CO. Sc CALCULATION SHEET Wind Pressure (wp) = Roof Total Rise (h = Lateral Analysis: Wind Governs Sidewall Columns: Loading is Transverse To Ridge Endwall Shear Capacity: V,p = [ Endwall Width - Panels w/ Openings] • 1.33 = (24- 24)9.33'113 = 0 # 0.8 V, = (Building Length/2) • wp • (((0.3 +0.7) • h + (3/8 • (0.8 +0.5) • h = ( 30/2)•16.39•((0.62•(0.3+0.7)•3) +(3/8•0.6210.8 +0.5)•10)) = 1200 # Vact > Vall Therefore, Building is Cantilever Design Design Assumptions: Roof & Wall Framing Do Not Provide Any Structural Resistance to Lateral Loads. Columns are Fixed at Base to Resist Overturning Moments Produced by Lateral Loading. h M, = Bay Spacing /2'wp•((Ce(0.3 +0.7)'h1•(h2- 0.75)) +(Ce(0.8 +0.5)•(h2 ^2) /2)) = 10/2 +0.7)'3•(10 - 0.75)) +(0.62'(0.8 +0.5)•(10 ^2) /2)) = 4713 ft # TRY: 6x6 HFIR SS Fb =1200 S = (12'4713)/(1.6 = 29.5 in EgalrliMAGOOM qs= 150 SSkl d => 2.5 = >(SQRT((4.25•Mo /(d 1 < =(SQRT ((4.25•4713)/(4•1.33•150•2•2)) USE: 2ft dia x 3.5 ft deep conc ftg w/ 144 "L" bar hairpin I DATE: 8/18/99 JOB a: MW 99526 "ENGINEER: PAGE 1 of 24 ft Frames @ 10 ft O.C. • . ? -, -. • '•: . • 7 BUILDING WIDTH r . X= • h2 110.5 wp Mo .'o RECEIVED CITY OF TUKWILA PERMIT CENTER IYcf 031 • y� 22175 S. HWY: 99E ,CANBY,OREGON (503)263-6953 (503)266 -7102 (FAX 0.8•(16.39)•(0.62)•12 => Rx => 318( I')Wp => 318 => Mo => w p'I "218 => 981(13) 1 42)18 => .e wnrn rv.�v va RAFTERS(trib width) BACK SPAN (L1) CANT SPAN (U) SNOW LOAD W(D +L) PLF Rx=(W(D +L)•(L1 +L2 701(12)"2)!2•12 => Vb= (W(D +L)•(L2)=> V'b=Rx -Vb=> Va= Vb'- (W(D +L)'L1 => 420 - (70 •12)=> -420 Mo= (Va12*(VaIW(D +L)) 420/2420/70 mg> 1260 TRY: 2x6 MSR 1650 Sx= 7.563 (ALLOW BENDG (Fb) 1650 Sx= 12'Mo/F'b=> 12'1260/1887 8 >7.563 INNIMPAIS 420 70 *0 > 0 420 - 0=> 420 INC 441 w p = ; • e • u . g • endwall bays) => 478 2070 Fb= Mo /Sx=> 12•20701(1.6 => 431.3 CALCULATION SHEET 98 �._.�...__.._..._..._..__ I -- - DATE: ` ) JOB *: ENGINEER: - AGE 2of x =-6 Va = -420 W(D+L)= 70p1f Rb=420 Ra =-420 L1 =12 1.2= 0 V'b=420 w'p=98p1f Vb=0 CITRECEIVED UWILA AUG 3 0 1999 PERMIT CENTER Rx= 478p1f K aft )=2070 Delq -6 31 �} �; i i,'..F �.'w.fi«.W 1- �.+r�'\,: }t'. \:� �2) ".v' f �X:.'.]�rt.l!.h fi �. �4 \ >.G`• FS+ii"./Y. \Ni! i 19S1;4M.> ; iCiNg sfihlWAaits.U6*AgriYPX'a:tRA4s .va rz !\M:• City of Tukwila September 10, 1999 Les Beck 4702 South 122nd Street Tukwila, WA 98178 Dear Mr. Beck: RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0314 Beck Residence 4702 South 122nd Street If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0314 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany. every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4131.3670 • Fax (206) 4313665 • CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Les Beck 4702 S. 122 " Street File #: D99 -0314 Date: 09/01/99 Reviewer: L. Jill Mosqued The City Of Tukwila Public Works Department needs the following information before it can complete the plan review for this permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. The City's resource for surface water design is the latest version of the King County Surface Water design Manual (1998). 2. On your plan, please show: • the limits of ground disturbance that will occur (clearing limits) • existing and proposed contours at 2' intervals within the clearing limits • the roof drain system and how it will connect to the rock drain. Include materials, dimensions and slopes. 3. Please provide a cross section of the rock drain. On the cross section, please provide dimensions and specifications for all the materials you plan to use in the rock drain, including the material you plan to use to line it. 4. Please provide the results of a percolation test performed in the same location as the rock drain. 5. Please provide an estimate of the total 'cubic yards of material you will be digging up. . 6. Please provide an estimate of the total cubic yards of material you will be filling. DEPARTMENTS: Complete Comments: Por ��� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 - 0314 DATE: 9 -20 -99 PROJECT NAME: LES BECK - RESIDENCE Response to Incomplete Letter # Original Plan Submittal XX. Response to Correction Letter .# 1 Revision # _ After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTING: Please Route Zi Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions Approved Approved with Conditions n \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: DUE DATE Planning Division No further Review Required Permit Coordinator DUE DATE: 9 -21 -99 Not Applicable n REVIEWER'S INITIALS: DATE: DUE DATE 10 -19 -99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: • ACTIVITY NUMBER D99 -0314 DATE 8 -30 -99 PROJECT NAME LES BECK (GARAGE /SHOP) X Original Plan Submittal Response to Correction Letter# Revision # After Permit Is Issued Response to Incomplete Letter# DEPARTMENTS: Buiing Division • t.° ('-' ? Pub lic Works- L nliitra,/ 9 -t -rq9 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete RI Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved C&VV,tesv REVIEWER'S INITIALS: V'RROUTE.DOC 5/99 PLAN'REVIEW nOb I�1G SLIP Incomplete Approved with Conditions Fir Prevention - .- M -1-°0 Structural Approved Approved with Conditions n i�, :P'^''4 ; a, -rr.. .,.�, rr =. �S" i i^ y;t 1 1: % ..f k ?i`i7 .u�: 'v "" a+:e5 .Y..J.h.....x:SY.b14 a. � s t . 4.. , t CORRECTION DETERMINATION: DUE DATE Planning Division Permit Coordinator III DUE DATE 8-31-99 Not Applicable No further Review Required n DUE DATE 9-28 -99 Not Approved (attach comments) Vik01; q'n '/ (--& DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Date: 91 g Gl q (. City of Tukwila Department of Community Developmen j Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # g Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: L Gec Project Address: i n oa — l 2► Contact Person: Red( (2" Entered in Sierra on —C 39 Plan Check/Permit Number: Ogg O ) I I RECEIVED CITY OF TUKWILA SEP 2 0 1999 PERMIT CENTER John W. Rants, Mayor Phone Number:?\U(.O' -YO - 3(7( I Summary of Revision: E- 01 /C )1JA- c- IOC e Wt75 %de /) ffx 6C) ‘4e/9 CO//,1 - % ,.v F,4C:/E- b ,t) /1„ .0 o,q C 1 )4_ //UK' akiNT/< e fri - g- S F• u 5 , / . / . /9. /�'-? s - '7• ,4 L `.50 6-144 /? O F 6;,2O u;c.� �/57`���r901 / - ,', / !) TO 77-fr- L/k/9(,v /,Jq ,,v 4 •,(.J /4,e/ !!/! / 'Oci L-2l) 76 cc vv L) /1.4; 77 4444 6 ' a) /e. itieLt 7 4, ' ,9 OF i/t ceu/L,) /,L1 /7 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: QJI. /►� 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Faz (206) 431-3665 . �� .. . 11`30AH FROM M-W BLDG 503 '2G6 .. . • .. . S 7'. R ATS PERM! +� �� ll11 L REQUIRED FOR: ID MECHANICAL LJ ELECTRICAL ❑ PLUMBING .■ DiViSIO L.aTS 2/ 22 44,1A/; /(/,l e/900u/ /77b v 7 d /TV OF SER rrl . V/.5 /ON /t ✓D. / l V L(24IE /2 OF )oLATS }GE 44 } / < //VL co v,vT/ G Sh /A- 1170A/ /oeT// .SCALE /''_ /a' These plans have been reviewed by the Publib Works Department for conformance with current City standards. Acceptance is subject to ' rrors and .issinns which do not authorize 'tions of ed standardor ordiinances. : onsibility - - 80 designer. Additions, drawings :ftci his and will co . a r for subseci nt apps Final acceptance is the Public Works Dale: 4 /2 /2" 049, r2EE M4INI;"41 N('No; LE i 2 -FEE ,�.►4O. �• Eiem , � --4D I rAt. w L i rfe i c-= t aut code : cop prov FILE COPY Fl_n c; _. , omissions c' - c e the violation cf c pt of co 2T , - CCE/9 A/ • ns or these will void . i:: - :.:c3ptance of revised drawings to field inspection by AD/ , 24 C \A /, - 7 p_ I ME E )0A4 z Ft"/ , 2/2/9•4&/) ity N C)/. : 30' peopp- 2 PDGE £ 4 /19'1/40/A. Poicy ELECTRIC / / '.% „, C) • Q /LGp& I — 2-7 W1TLL -----1-794 (ay. or v 4 / PO Wee D APPROVED L A eox, // /Z2 7-. /2s .o - .a ► .0. -a III 10x8 OH DR 1 1Ox8 OH DR �' 2x6 EAVE GIRT , 2x6 MSR 1 68() PURLINS TO 24" OC - I' i '- '.. t 1 2.6 SOLID BLOCKING (FROM CABLE END RAFTERS I PURLIN CUTOFFS) NAILED BL EA // _' TRUSS W/ a -aoo (4 PER BLOCK} I \ '2X8 DFIR1 :: NAIL PURLIN TO BLOCK W/ 2 -200 (T'/P) TOE NAIL PURLIN TO EA TOP I' CHORD W/ 1 -20d (TV,P) I �— 1 0' - O" PURLINS v _ /- 1 1 • - 2 •• PURLINS 1 0 • - O •• PURLINS I/ ALII - ' III nt a - _� END WALL COLUMN 6x6 HFIR #1 I' (3 REOD EA WALL) 3 -20d THRV RAFTER INTO PURLIN IIII PREFAB ENGINEERED - .._� li TRUSSES It I TRUSS BEARING COLUMNS 6x8 HFIR #1 (4 REOD) R A 0 0 x O I I O ,0 END COLUMN 4 -200 Cr 1Od 12" OC 2x3 • 'T " BRACE (1 ROW) IN LINE W /ENO COLUMN END WALL SECTION METAL SALES PRO -PANEL II OR EOUAL 0165 "A GRADE E STEEL SIDING de ROOFING. FASTEN W/ 1 I/2 "CAD. PLATED SCREWS 0 9 0/C 2.6.24 BRG BLK w/ 18- M & W BUILDING SUPPLY CUSTOM POLE BUILDINGS 24. WI x 30 • LONG x 10. EAVE ROOF LOAD LIVE 26 PSF DEAD LOAD 3 PSF WIND LOAD 60 MPH EXP B SOIL ALLOWABLES FOUNDATION PRESSURE 1500 PSF LAT, SOIL SEARING 160 PSF BUILDING DESIGN 1997 USC CLOSED BUILDING 10' -O" #10x1 1/2' SCREWS ® 9 0/C (TYP) 2s6 BLOCK WI 2 -200 THRU EA TRUSS FACE 5/8" BOLT de 4 -200 (EA SIDE) THRU TRUSS. DO NOT DAMAGE TRUSS PLATE 1 14" MIN EGO DISTANCE 1 2 1/2" OC 4" CONCRETE SLAB W/ # L BAR IN FOOTING 24" DIA CONCRETE FTC (TYP) RAFTER TO COLUMN CONNECTION 2.3 "T" BRACE RIDGE CAP FASTEN w/ STITCH SCREWS AT ALTERNATE RIBS W/ FOAM CLOSURES CITY OF TUKWILA APPROVED 2» RAFTERS (TYP) SIM H3 (TYP) S E P 2 3 1999 AS NOTED �SUi1.! ?tNC i11 N SCALE GLC /JR NITTFS• SEE TRUSS DRAWINGS FOR DOUBLE TRUSS BLOCKING REQUIREMENTS AND WEB BLOCKING LOCATIONS (DENOTED W/ MI) IF APPLICABLE NO WALL OPENINGS (DOOR. WINDOW. ETC OTHER THAN SHOWN. 6 -200 EA END EA RAFTER (T'P) 2.6 BLOCK EA SIDE W/8 -20d 2x6 MSR 1 650 GIRTS W/ 2 - 20d EA END 2.10 PT SKIRT BOARD w/ 3 -200 EA ENO (rep) SHT 1 a1 ,2 M �► ∎/ k r ,1) J7 " I O E E EO' , C , C OF / TUrtillLA LES & FRANCESCA BECK 4702 S 122nd ST TUKWILA, WASHINGTON zz176 S. LIMY. 99E COVWTTI KING CANBY. OREGON 9701 SLAB I. HAIRPINS SHOWN FOR CONSTRAINMCNT ONLY. DESIGN. (009 203 - 6963 MIII. THICKNESS. CJ's. A REINFORCEMENT BY OTHERS THIS ( 609 288 - 7102 (FAX) STRUCTURE HAS NOT BCCN DESIGNED FOR USC V11H INTERIOR FINISH MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT. PLANS HAVE SEEN PREPARED 10 BE USED E)CLUSIVELY WITH MLW BUILDING SUPPLY. INC. FURNISHED MATERIALS. DRAWINGS ARC FOR STRUCTURAL COMPLIANCE ONLY. THEY ARE NOT TO BE CONSTRUED AS HAVING SEEN PREPARED FOR BUILDING USE, OCCUPANCY. ANDIOR FIRE L LIFC , ISSUES REOUIRCD BY LOCAL AGENCIES OR CODES. ANY CHANGES TO THIS DRAWING ST ANY PERSON OR AGENCY WITHOUT ENGINEER'S APPROVAL, MAY RELIEVE ENGINEER OF DEM. RE SPONS I OIL I IT BUILT HV99526 U e% w NONE 8/E2/99 12 -1 3 6 -2Od EA SIDE (TYP) OE O 22 3/ C GR T. ALL W 0002. BE $ ACCORDANCE MIS LOCAL CODES AND ORDINANCES. AIO TM ICES! =ram OF T! H2ORY ammo CODE 2. BOLT 01101115 & MS if AMC Q 900D SHALE HAVE STD. PLATE VAMPS. BOI]S STYE Ng A916 A207. BOLT BNB Tdt. =AIL EC 1/56' 1AIlOAt ISM DELT DLL 3. STISTCTUISE SIM aliPIEN AND PLATES SIAU. BE ASTH ASS UNILa OITlENTiE NOMA 4. ElaAR MILL OE GRILL 40 SUES OTH0 000 NOTED. (9.0.9.) S MIMIC TOR 20011506 & MSS re-2500 PSI S. COWS= 100 MOTS= NO 1500111112. MOLL BE CASTE AGNNDT NAME tR OUROBBIS. NOB. EP TES S ZE AIO SUM AS MID=R ON MARR10$. 7. BLOOM =OCR SS010 IL P2E-WGd22 POOR 1O SQI1N0 204 MILT 9. VO RAGS >! C BOO<TYPE 0.101L OWL 70 I. Ssmarm A4110 PDO?IRMNiASN TO TM EOM. FAQ 3 2 TO ROCIR 00 C FM Mr OEMS 49. 00 TAW DRAM= FOR D2U00 71100 BIGCEON0 REQUIRONTd1T3 II. ALL E 1BZENS STALL Q ROUCH EAST AND TREATED 70 0.60 RET 1/ CCA TYPE G It so OTHER 92100 S SINE E USED 9/O Hon MOM APPROAVAL NOTES ox COLUMN I�. 1 - 1 /2 - MIN I 4 °° CONC FLOOR ,. - # •. L • REBAR 24 °' EMBEDMENT INTO FOOTING • (TYP) `/ 010 x 1 1/2" SCREWS • 9" O.C. FASTEN AT EACH GIRT OR PURLIN TYP. CD W/O EXTENDED LEG N.T.S. �+ A LL EXCEPT CORNER CABLE RAFTERS ENDWALL COLUMN END ''' �P�'' � _ ,.. ' ! 1 0d 12 N AIL TO SIDE OF I ENE/WALL COLUMN W/ 4 - 200 (TYR) "T'' ` BUTT TOP 2x3 �'�! TIGI•4T TO COLUMN • GIRT 2x3 Il / ` � .. T. ` ` BRACE' O ,� `' y`'✓ / OC. 7 'w { � •• ���� / ���!► �' '-"' " _ ! `' TOP 2x3 RESTS I I ON 46 IS NAILED TO EA BOTTOM CNORD W/ 2 -2061 (TYP) BRACING DETAIL T 3 - 20d TOTAL NAIL EA PURLIN TO BLOCK W/ NAIL PURLIN 2 - 20d (4 REOD) TO PURLfN W/ ‘ TI 2-20o z -god (TYP) brim' MIMEI M 2x UR BOC NA ILED TMRLIN U L TOP K CHORD /RAFTER W/ 4 -20d (2 EA SIDE T'YP) DOUBLE TRUSS (OR RAFTERS) PURLIN BLOCK P' TOENAIL PURLINS TO EA TRUSS W/ I - 20d ('TYP 3 TOTAL) NAILING ( TRUSSED BUILDINGS ONLY) d _D M & W BUILDING SUPPLY CUSTOM POLE BUILDINGS 24' WIDE x 90' LONG x 10' SAVE ROOF LOADI L 1 VE 25 PSF DEAD LOADI 3 PSF WIND LOAD. 80 MPH EXP. B SOIL. ALLOWABLES FOUNDATION PRESSURE. 1500 PSF LAT. SOIL BEARING. 150 PSF BUILDING DESIGN 1997 UBC CLOSED BUILDING LES Sc FRANCESCA BECK 4702 S 122nd ST TUKWILA, WASHINGTON town. KING SLAB 6 HAIRPINS SHOWN FOR CONSTRAINMENT ONLY. DESIGN. MIx, THICKNESS. CJ'R. I REINFORCEMENT BY OTHERS TH1 STRUCTURE HAS NOT BEEN DESIGNED FOR USC WI INTERIOR FINISH MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE T LATERAL MOVEMENT, PLANS HAVE BEEN PREPARED TO BC USED MATERIALS. VELY DRAWINGS COMPLIANCE ONLY. THEY ARE NOT TO DC CONSTRUED AS HAVING BEEN PREPARED FOR BUILDING USE. OCCUPANCY. AND /OR FIRE t LIFE- SAFCTV ISSUES REQUIRED BY LOCAL AGCNCILS OR CODES, ANY CHANGES TO THIS DRAWING BY ANY PERSON OR AGENCY WI THOUT ° , APPROVAL, MAY RELIEVE ENGINEER OF ma IUN xL4r iTT SCALE GLC /JR CITY 4} TUKWILA APPROVED SEP 2 3 1999 AS t) f CO t:fii� r G i ti lON SHT 2 of 2 22175 S. HWY. ORE CANBY. OREGON 97013 (503) 203 - 6903 (503) 200 -7102 (FAX) NONE 8/63/ BUILT M4991A6 RECEIVED CITY OF TUKWILA AUG 3 0 1999 DEHMIT CENTER B711FAMM'41