The URL can be used to link to this page

Home My WebLink AboutPermit D97-0205 - BONSAI NORTHWEST - GREENHOUSE AND STORM DRAINCity of Tukwila ( DEVELOPMENT PERMIT Parcel No: 004000 -0520 Address: 14427 51 AV S Suite No: Location: Category: NCOM Type: DEVPERM Zoning: RCC R3 Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: 0 South: .0 Water: 125 Sewer :: ;VAL;VU Wetlands: Slopes s "Y Contractor License No.:' 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. Permit No: Status: Issued: Expires: Streams: End Time: Fi11: (206) 431 -3670 D97 -0205 ISSUED 09/11/1997 03/10/1998 Occupancy: PRIVATE GARAGE UBC: 1994 Fire Protection: N/A East: .0 West: .0 OCCUPANT BONSAI NORTHWEST OWNER ' MUTH OLIVER '•& SHARON 16651 SE 235TH, KENT WA 98042 CONTACT OLIVER MUTH Phone: `'206- 631 -1318 16651 SE 235TH STREET, KENT, WA 98042 e*************** �k ******• k****** A******* k************* k*** ** * ****** *** * *•k** *•k******•k•k Permit Description: CONSTRUCTION OF 4,800 S.F. ' PRE - FABRICATED GREEN- HOUSE STRUCTURE AND INSTALLATION OF STORM DRAINAGE. ****************************************************** k * * * * * * * * *** * * * ** *k * * * * * * * * ** Construction Valuation: $ 30,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng."Appr: JJS Curb Cut /Access /Sidewalk /CSS: 'N Fire Loop Hydrant: N No Size(ln): .00 Flood Control Zone: .N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time,: Sanitary Side Sewer: N No: Sewer, Main Extension: Private::N Public: N Storm Drainage: Y Street Use: •N Water Main Extension: N Private: N Public: N k* A****************• k**.**************************** k*** * * * * ** * * * * * * ** * * * * *A * * ** **k * TOTAL DEVELOPMENT PERMIT FEES: $ 680.84 k***** k******************** k********************* *k * * * * * * * *•k *'A* * * * ** * * * * * * * * ** Permit Center Authorized Signature: _ ._ Date: :1En 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 complied with, whether specified herein or not. • The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. G� /� Signature: ��/� -- -� Date: - _ - gViL .q Print Name: \o &) C.- t r 1 lAT 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. C/TY OF TUKWILA, Address: 14427 51 AV S Permit No: 097-0205 Suite: ' Tenant ' • .Status: ISSUED Type: DEVPERM Applied: 06/23/1997 Parcel #: 004000-0520 Issued: 09/11/1997 *A^*^*i*++**+*+*+****+**+**++************+++*^**m*+***+***+k*^***k+k+***k*^ Permit Cmnditons; . l' Temporary erosion control measures shall be ip}/me�tmde� the first order o business to prevent sedimentation off- -- — site or into existing storm drainage faciuities 2- The Lite Shall have�oerm�an't erosion ' in place la after ffnal'Sra{ng,..- been ' - `zomple d o `Ffnal Inspection 3' It is e | ��tbat^s�o� drainage designs be ' certified ed nginaer;otherw " owner �/ assumas7i:abilft`for the �dany' subsequent related - 4' All ,. *-_ -'-r- -,_.. pipe ._.. ~~ ^.~...` °~°t"'= re/nr d '� - "�= • 5' A No pliangeS to the_plans unless approved ,by the 8' P] sh�l l'`be� �na� t rouSh the 3�attlp-�ln8'� �' , --.-- -`. Cnuhtv Department /of : Publ ic,Health.' .: P]umb n8 w i l l be '.�� ins uted by that. a8eno ` inuludinq' al l ga piping . (2�G4 2) � � ��' 7 E f mits'|shgl 7bs� Pbtafned 'through the Washington of d ' f ^ l �c o o � u�tr o� and��ll el�otriuni �� . ` d b � � (2 4O �O ' �n�pe � y tha en� - �� ). �' ' - l work ~ ' halJ be � - under ` s parete permit issued b / th. ~ ^kwil� - � ... ~� ° , : 9- Al l . permits�� inspeotion reomrdrecords, ' and approved :plans shall be avaiJ 7 'at.the job site priorto 'start of any non- struction* These documents are to . be maintained and avaiT- able unti7 final inspection approval is`8ranted. 10. Partition. walls attached to ceiling grid. mist be laterally' braced if ouer:,eight (B) feet in length. l]' All construotiOn'to be done in oonformamde with approved plans and'requirementa of the Uniform Building Code.(1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Cpde`(1994 Edition) 12' Notify the City Building Di` isinn prior to placing any concrete, This procedure is fn addition to any special. requiremenCs for special. insPectiun. � • 13' Validity of Permit. The issuance of a or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to Violate or cancel the provisions of this code shall be valid, Project Name/Tenant: Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel 1 CI Office El School /College /University ® Other 4rfNCnU.J.)e Value of Constructio Site Address' yr II . ' � L. �.- ='. -�— 1 Cit State /Zip: • • • Tax Parcel Number: xl l w Z �� Property Owner:,, CAlVti (Y\ _ Pho e: Street �Ad_d�$s: s � v2 � � ` 2 W n I `� r J } } at�e/Z0 Fax #: .2 4 ) Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: ,5 -�- r UC.\ -L r c.\ ( ( )k.) Phone: SV 3 6,2q 3 7()1 Street Address: City tate/Zip: G 7 LS S,3 5‘,..4.6/ 5--- Ti6G fa oc a 72 Fax #: S 3 6,' y 537 i Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Q bhn Phone: Ctlir VLJL Street Address: City State /Zip: Fax #: Description of work to be done: reetrN v3e e lnSK)r Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel 1 CI Office El School /College /University ® Other 4rfNCnU.J.)e Proposed use: g . Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Church ❑ Manufacturing ❑ Motel/Hotel ` In Offi e ❑ School /College /University ® Other G-'r ee ✓\r`cm icz \ \ Will there be a change of use? ❑ yes s' no If yes, extent of change: /�� s C (2 Ac‘ 1' C-i � fire alarm ® none ❑ other (specify) Existing fire protection features: ❑ sprinklers ❑ automatic Building Square Feet: ( U� existing G new Area of Construction: Will there be storage of flammable /combustible hazardous material in the bu Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating Iding? ❑ yes girno quantities & Material Safety Data Sheets CITY OF T1!'`"WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family 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. ❑ 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 or Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp if 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 reviewed 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 expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepte /9? Date 4 ap lication expires: i& l 4 1 41 PLEASE SIGN BACK OF APPLICATION FORM NCI'ERMIT,DOC 1 /29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ALL NEW COMMERCIAL/ADDITION/114 NCPERMIT.DOC 1 /29/97 FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: DRAWINGS T9 = STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -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: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ • ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ El Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O4WNER OR AUTHORIZED A NT: Signature? - , � -� ;TI `t Print na ` / rls: a r Phone to iy - y1 Fax #: Z'y 2) Address: ` ' 7 l c . h ! (/ y TL City /State /Zip: �S -H Ic LJ/ /C� nn ... . ...... . 'r.. ..... ... .... .. , . : ....: r,: ..n.... :': ry:; ..... : {i::l ^i .4 • <i:: : n t'f.:'.:.`'S nx1:;:'::' •.w % <::4;:'•: }•::.;.;.K,;:,:t.f,:� c S':::. ri::i::::;i`.'.:, SECTION : -. (to be ub { develnper{/ authorized by.Ci ,sta { NAME OF DEVELOPMENT: BO n ct No(—ht t f5 r DATE: 3 MAA/ . 1 7 DEVELOPMENT ADDRESS: 1 JL/t/,, 7 .51 ,rIL 11e & LAi -, PERMIT NO.: / 7 - (72 O r CASH ASSIGNMENiT NAME: .jr , Nn M Ai 1 TEL NO. : 6(, ) 117 R ? l_./ y 81-1/t11. BE REFUNDED ADDRESS: ) l l BY MAILING TO: I S • Q j I c (please print) CiTY/STATE/ZIP (11' 1 c LO R (., r� DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE ITEMS ARE DESCRIBED): _EL6N2l=gat(LSialE 1 4G k 14 101 tit ride/ PA Llri 2.0J- • Ca/tfl e.c41. �'4t- -tic(., 4-0 c.ict. heel r Irk Pwk/nIS Lei- / 0 • As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ r� / I � L/. ,., -' ($150% of value to complete work described above) and attach supporting d.)cumentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 1"145 %''-) / )c' 7 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete a w rk listed above prior prior to requesting inspection and rclease of those f ands. SIGNED: t ,%�" TITLE: M6,/7 rr J t e � 4 . I[ib: +.rY vMOitNWOC4wk«t,M }0.•.. rwW.ehw.ayowWx+wMV WA..w VMuva•.. WA(,w,WA M...w:..w %Mw.M MME' na' M. M+ v Mwr.++ wvrennV. vw.+ vv.•. rcvw, ww+.• ww.., wwr. avwvN+ w,. w- w.•n••........•.....w,w.M..w .,•,..w..,.i 7 M (la.. pa .vrr pla lr dy 1 <:at « ; > :: : ::; THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: ''It, DEPARTMENT HEAD: AMOUNT: `' 17 /D3 "1 C' / 0 • (, 6Asi-R'ik•.:•I< CASH EQUIVALENT DEPOSITED THIS DATE: CITY RECEIPT NO. O . 1 j _ RECEIVED BY: - - - ----- -- --- tsieov , N14:01.40 5 C ION .+ (to Iio rpmp late CHECKED BY: � 4 (to be` r oniptstoc CASH CiTY CHECK NO. V ••�wMV t•t.q Wawwr..a.e.S. tn,:nw4.∎% inNi.J: . k,li.y ui I r DEVELOPER'S PROJECT WARRANTY REQUEST FORM . aM. rn^'. O.•>; R. r.!'•\. t .....MtnkV..:••»..,.'.lt•n..... .�µ'r•N n>Y..ia<: n.h+•avtY aMh� aHt�.'M,.....ea •.VYt,Y• os,*.• ..lvv. M Oji iC • 4 9030 • l')• 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: r bm- cpinpfetect by `City "`City 91a %(O S. / Y•rrl• M ✓.•itS.r�vnilW a AUTHORIZED B , CASH EQUIVALENT— LETTER AUTHORIZING RELEASE All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request s ectio nd release of my cash/cash equivalent. DATE: i72o /C/; ave reviewed the above work • found it accep ble and therefore 1 authorize the r :. • J :. • •• 1 ' . ssignment. _arid II G154- irk RELEASED THIS DATE: /dal c/ AMOUNT: DEPARTMENT: Upon completion through Section 2, Finance personnel shall and copies to: — Developer — Finance Department — Permit Coordinator, DCD RELEASED BY • , a• FINANCE DEPT. • M tavnC4 %Kt�oY IVOH.... w. aw. t:.. i.. a. w.. ...w.......�....�._............ Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD TO: 1-.0(4,-;e - FROM: ; Y _' 7 , Fi o cte• , c �. DATE. S- A 6-9E' SUBJECT: l `I 7 - 0 a, U,,; rj c, . Esc, ; MEMORANDUM CITY OF TILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 �v 0, 1-6 / 4-/' -/ 7 -s /1 u S piPtiS e. ,/ e (e s e / e l , C 75 `f. roe. , - c, „j / GS !J A f' cl �cl.J r /P f'e.'Pal& ?CA Per - ; 7' d - k yO LL. (206) 433 -1800 o J e& W :rYccn1\ 'st Oro iriQge .�.. k *•k*** **;t*:k *****A*k *AkA 1 4:1yt kk ***• k kkAL.A•* CITY`. OF TUKWILA, WA � )RANSMIT *4(**** *A #k * * *•k * * * * ***. *. k *A k * *k*k,'1+'k * I '",L * c t h1' � c is * lkk k *k TRANSMIT Number: R970071? Amount: 1,954.00 .03/19/0 15 :17. Payment Method: CHECI. (Notation: BONSAI NW Itsit: ItJP Permit No D97 -0205 Type: DEVPERM DCVELOPMEN1 PERMIT ParCel No 004000-0520 Site Address: 14427 51 AV 5 Total Fees.: .. 2,l,34w84 Total-ALL Pmtss •2,634414 Balance: w () - ** s k* 4 ***• A***• A* 51* * *a••,k *a44. **k *,:+•t1 * * ** * * ** * ** * * *G * k} * ** • Account Code Description Amount • Q00/986.908 BONDS /DEPOSITS 1,954 »00 Payment 1,954.00'. 0276 03/23 1717 TOTAL 1954.00 y7F k . ,,� y ? . -,., , r• :A �. �•- `rtl F •s `� P1S�n ` ..' ��;h . 1A`'r{.C.. :'. i • .f : .. ********* * ** * * * * *** * * * * * * * * ** * *** * * * ** ** 61 OF- T W • n``� TRANSMIT *9r * * * * * * ** * * * * * * * * * * * *. * * * ** * * * * * * * * * * *� * * * * ** * * * *-** TRANSMIT :Number R970.0642 Amount: :• 424.25 09/11/97 11 5 Payment Method: CHECK Notation: BONSAI NORTHWEST In:it:: SLB P;er�mi t No Parcel No i to ::Address Payment .: D97-0205 Type: DEVPERM : :DEVELOPMENT PERMIT 004000 -0520 14427 51' AV S r Total Fees: 680.84 424.25 Total ALL Pmts: 680.84 Balance: ;00 ************* * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Account Code` Description --. '""Amount 000/322.100 ` BUILDING NONRES 394.75 000/345.830 PLAN CHECK - UTILITY 10.00 000 /386.904 STATE BUILDING SURCHARGE 4.50 412/342.400 INSP FEE - STORM DRAIN 15.00 4000 '09/12 9716 TOTAL 424.25 ******** AA******** A4.****.A** A **k ** *A *A * * *A4t ****A ** ** * ** * ** k* *k * .STY OF fUKlWILA WA. TRANSMIT *A * * * *•k *A * * *A* 0 * * *k * ** fit *k* *tAA *4t * *A•At44 * *i0 * *k A * *4i *k * *A *** * *A *. TRANSMIT .Number R9700603 Amount: 256.59 06/23/97 1651 Payment ; , :Method CHECK Notation: BONSAI NORTHWEST n i t c SAL Permit . No D97-0205 Type: UEV'PERM DEVELOPMENT PERMIT Parcel No: 004000 -0520 Site Address: 14427 51. AV S Total Fees. 655.84 TM'ir Payment 256.59 Total ALL Pmts: 256.59 Balance: : 399.25 k> *** ** * * * * ** ** * ** * ** * * *AA*A * * * * * * * * * *k *A * *A *4• * ** * * * ** *Ad * * ** Account Code Description Amount 000/345 »030 PLAN CHECK - NONRES 256.59 025 06/25 9717 TOTAL 256.59 Project:0' , 4/ i4 � S / Type of ins ctio n; r .. _ � fr9"7 __^ Address: Date called: 4 —f — 2.-8 Special instructions: Date wanted: 3_ g''n! Requester: Phone No.: INSP INSPECTION RECORp Retain a copy with pe,it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Southcenler Blvd., #100, Tukwila, WA 98188 — 12O -3670 COMMENTS: I I Approved per applicable codes. Inspector: Receipt No.: Ar AO 1 $42.00 REINSPECTIO FEE (WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. Corrections required prior to approval. Date: ti COMMEN, (J4 S 4 & ,l & 0,-, .e., d• <4p. _ ri i , /le P,41.1 e.,, ,.. . 6 / J G .,../.4. Q 2)-4-,' le-( z) M. v S /dry' ` . Y 14, S' IS /'/ K).Sji712 , 33 As 3 i) A/1 JJ ,,,5 t, i - 4 /- 4U�ti,..vi "5 , ` it s 2 // iv . , c. h Mi-, h -f , Pei- 4A /z, 67,eie, 5/ 40 c-(- i-rt rilrb c ..',•, cd e-14 (.Z., . S /d..�, ,U )3 chink ,36" ,t I ,v,' // f 4 G ti4 S (/7 �► m., /47 tm e /4',..4._ - /vr A, 1 G( e4,711 �(,1.s / �, z Project �t�:1 .,t � Lc) Type of inspectio �1 0Q Date called: � —2-(. 9 Adds 4 2. f A _ I 1 f '� � Special instructions: Date wanted: 1g a.m. Requester: - - r — /,, Vl JCS' In V Pon , 3 ,r-ri t, (z-O 6o w ! ' 4 M-1 tKi:aWrr rgaictC:i° eid. m` igh • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with peilLit —0D.1)51 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. • I $42.00 REINSPECT! N FEE REQUIRED.', Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: F�f Project: I " Type qt.i ection: • 4r)nlr� rr Address 4,427 5/ s Date called: 3- zo -7A p.m. Special. instructions: 9 : co Date wanted:, �- T'- Requester-hr) Phone No.• INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: 1 COMMENTS: (-) Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mt'st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i•? ',1 Project:-,—) U . pera f Type of inspection. Address: titic`i 51 A U 5 Date called: Special instructions: Date wanted: G., - «' I h a.m. P.m. Requester: Phone No.: a LI; .E 1 `1 COMMENTS: 1 1 INSPECTION RECO Retain a copy with p t INSPF NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per:applicable codes. bci1 -U a lb PERMIT NO. 206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tl; Project: � /I l Project: )Cl{ A /Or i tt�Y Type of inspection: 1 /1 �ca1'L(/� Address: Jy l S1 AI) {. Date called: /_ - }mf Special instructions: Date wanted: a.m. Requester_.,. Phone No. Li .._ C 5 Li (.( :_ . INSPECTION RECD n Retain a copy with pt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 /Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: c:::), ( Date: I Z ` r1� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ) pp7 4 V 6f1- . (3 - � - pJ G - A vitst34 ii-f.AP Gopucp o • a-rr,► ►JC 4 ' 4 ' C in.)6 66 lL--- pt.yc re & eh -r.1 - () 6m-► r (z - L-zz Yt-1 (Ai__ A ear2.ovAi. NA%L.- PL4wab FtDR .. w►TH (, n Sr'A-ci,J o rJ Fo C, .V) (Z" 10 em ^IJ - (t ykACc r ►.h M r rim L 3 ' i - Slh►r NA . Ga.m) p.m. Requester: --;" . t Phone No.: a _8,9, l Project: , )3 �-J a10,15,,,,,,_ N Gt ,, 1 Type of inspection: ' A 6.mia - kc Addres • l ;1 Sl A'-U S Date called: 1-1-1x Special instructions: Date wanted: Ga.m) p.m. Requester: --;" Phone No.: a _8,9, l INSPECTION RECO Retain a copy with peLit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 x PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date ` ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspection: /00172.,7_e3 Address: z 7- s , / �"7 L ? C7 5/ _t e called: Date wanted: a.m. Special instructions: Requester: Phone No.: **am ..reaorasw•everwal‘w 'INSPECTION RECD Retain a copy with pt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [`Approved per applicable codes. (206) 431 -3670 PERMIT NO. Corrections required prior to approval. $42.0I1"REINSPECTION FEE REQUIRED. Prior to inspection, fee Ifiust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: Date: Project: Type of inspection: Ol'1 IS(1 Date called: AI' —27 Address: 1'1U Special instructions: S te- Wes, C" � Date wanted: � � � �� a.m. m. Requester: Phone No.: COMMENTS: I 1 fr, INSPECTION RECO Retain a copy with p INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. g] Corrections required prior to approval. ra L / U 771 Inspector: c,/ Date: Date: PERMIT NO. $42.00 REINSPECTIO FEE R OUIRED. Prior to Inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206) 431 -$670 Receipt No.: t; Project: h � i Type of inspection: �, Address: i Date called: Special instructions: Date wanted: .--- 7 w 2Z-7 P. il Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECO Retain a copy with p it Approved per applicable codes. [ Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 -3670 Projec& : io 0 Type?) i i3specti9n: I 1.- i r.304. I Address: /41 GP.1 ..5 i ,4' s Date called: • Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: . . • , • 4 aarwg*4.77-7-4 INSPECTION . RECORD Retain a copy with penn INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I I 6117- 0.5" PERMIT NO. 431-3670 Corrections required prior to approval. COMMENTS: c -c4J j Gtre-yi Inspector: 40 Date: *VifS P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 11, Project: 13 O17Sa . t ' / r jwQS1 Type of inspection: p ri hG! Address: 14421 SI t Ave (+ Date called: 5 p a 8 Special instructions: Date wanted: f,—` /9 - 9 o 7 C1 Requester: Phone No.: 242_ _ Q 2 ` 1 7 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ":!eP r. INSPECTION RECOr!) Retain a copy with piit (206 31 -3670 Corrections required prior to approval. COMMENTS: 0 19.3 msritill of Ne:(AJ y/-2 d Gg IN/ ( X1$ 1L a ,11 . I fAbg- Inspector: KI (/ Date: 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: `orl ` J (A) �[ Type of inspection:p A'^' ► r-til Address: `11 Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. Approved per applicable codes. COMMENTS: Inspector: INSPECTION REC!RD Retain a copy witht,,.rmit Dig (20 ERMIT NO. Corrections required prior to approval. O cux-N `ae .Q) �ll5 tuen.2 bo.RRk ) 3&w . Q.e) r u4VAS 'Uh. c. -nAda, Date :1 s'l 9,1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 7m 5A1 AO Type of inspection: Address: - 1 51 ) 5 - Date called: 1\1 , Special instructions: Date wanted: , a.m. p.m. Requester: 1 , Phone No.: ( i 1-1 y AISCO11422 - • . • • 41,, `My ci INSPECTION RECORD Retain a copy with perm, 97-(y/os INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: JILkutt.. p_m.trt Receipt No.: I I PERMIT NO. (206) 431-3670 Corrections required prior to approval. JA116 61 kr-el Si ck4) aA"-e- T. Inspector: Date: lb $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: New improvements service roof drain only. No water Quality separation required. Side and Center gutters on existing greenhouse have downspouts that connect to 6" pipe along base of each side and under center of the exist- ing strucyure. These pipes connent and drain into the parking lot. The water runs through the parking lot in a depression and enters storm drain at the north end on the parking lot. The storm drain connects to the Street storm drain alone South 144th st. New addition will connect to existing system. DRAINAGE ASSESSMENT Less than 5000 sq foot therefore no detention area in accordance with King County Design Manual t :•deistand Mat the Ran Cheek ai fs:6i' 51 t toCrror §and s ions Sod ati0 €Eival eioe4 rte../ auttlr ri the •,* latuif? df any cc:f.ti: rAtitie 6Y tfftbilgintir. Fa:rxcf eif e6n- 'factor ay, of approved pero§ *Afv-Y4.--AijEW sr I � 7 -//-q Daido Pdr¢ l 9• • 05 SLOPES Sloped area above existing green- house stabalized with Bamboo and Grasses. Upper edge planted with pines and Japanese Maples. Sloped area above proposed addi- tion will be stabalized witl Ivy. Upper edge planted with Japanese I 1 1 • BLS pouuN SP°ua5 � Cc.,Mtc. \\T3 (I These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omss which do not authorize yidations adoptec: c :andards or ordinances. The recponsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by . the Public Works utilities i spector. Date: Ili/ By: uil 99099 1 .s pou1-3 ,Coryucl-lny t.3 6 •t:ra r\ p. ee PERMIT F'. 2;;.ii._'] FOR: " y1CAL _ ECTr1CAI F LUMBWG Gp,S PIPING CITY OF TUKWIIA 1,UtLDING DIVISION . 0 0 0 0 0 o/ 9 0 9 RECEIVED AUG p 21997 TUKWItA PUBLIC WORKS PI` 4 W o '" cP oo c'j3vo= X.)CZX:c7cocf P ert-tr5 for A' ?sr Eo*) fnlo q4k5 ICI - p Of PPROV D EI? 1 a 1997 funs (Oxley' v Ptirkln or ° S C • { + n y 'irdc� Porn t 1 t ‘ 4 I I I Fr- Crry OF TF; XWJ AUG Q 2 1997 PERMIT CENTER � 1t4G DIVISION IST7-- 02.05 • proposed expansion greenhouse bow spacing sidewall vicinity map legal description 0090000520 parking RECEIVED CITY OF TUKWILA JUN 2 3 1997 PERMIT CENTER parking stalls parking plan bathroom detail foundation interior ventilation heating lighting detailed drawings doorway double doors . proposed greenhouse expansion site plan approved topographical and landscape map topographical and landscape utilities waterline electrical gas fire hydrant sewer line gas line power line sewer line landscaping mountain hemlock prostrate juniper black pine , Aug-19-97 OB:b1A ruccurai Structural C oncepts • DESK, • CONN IMIC • ENCINEKRINC August 19, 1997 Mr. Ivan Schuening Oregon Volley Greenhouses Inc. 20537 Highway 99E Aurora, OR 97002 Re: 50' x 96' Quonset Greenhouse (gutter conn.) Stmctural Conccpts # OVG5 Dear Ivan: Attached please find detail A and calculation pages 1 through 13, dated August, 1997, for your standard 25' x 96' gutter connected quonset greenhouse. Frames shall be spaced at 8' o.c. with 3.5' of soil embedment. The design is based on the requirements of the 1994 Uniform Building Code for 25psf snow load and 80 mph exposure B wind loads. If you have any questions or comments, please feel free to call. Sincerely, 1750SW Skyline Blvd. Suite 223 Portland, Oregon 97221 503.292.4540 fax 503.292.4104 email structcomiDnol•cum .tm .1 0‘. klYtk\NI \ 1.)13110\if- 17 LA) 17-,2b5 - )Fr —Th1.--70.6.71- Aug -ly -9/ 08:51H structura I t.oncep g as.e Structural Concepts • IM w.r • Ibr•dn,rr. . • ►.'vage�rrr: 1,hone. 503.624.3741 • fax 503.639.5079 `Project 3(, twPE 6 t/ O N SE T GR USE Location a R . W _ c,4 Client p)26GoN v4 C Ce c - - E /JyouCe$ c liy -14 Date 8.77 Sheet No: A- Joh Nn. O VG5 / 'e /4aA. bMcE @ BA . s /DE AND EA. emP of 6 EA/H['v5 F. / %► " c x/I C�A. ¢ k 761 /74-' Trr'� F /LL w/ Z5ao„p CONC. .L *1- 0" nz(.5S f/z E W ac = 63 " Snl O ry ZS pSp /4'x/4. / (a) gib ck 0o1.•7s e cat 412 L ZsZx //b S HEAi2 TAO cp EA. SIDE (TyR ) @ 8= D o.c. ,vor e : /NyEa t o c47 - umNS e t. t/7 TFiz $//4 /G be 2 X // GA. 13 " /6 64 . evil L /A/S, c oN ,V. r0 CHO,Cp; C3)i l2 TEA'S, 0 E N 1 1 _ Aug- 19-97 08:51A Structura i uoncepcs phone 503.292.4540 • fax 503.292.4104 Project G,(LEE N/ /PV: E• ANA %S /S Location WA N//uG 7P N Client 0•V -c - By Date g•`)7 Sheet Ne. I Job No. (.21/ 1/1"10/ A / ANI y s; 5 o a 9 I4'/�/ �f �' { z) f7 D q q✓•He (•'rrNref,o/t Gf/;iirl l aa!/ ' £; - €w -$ !)(. ;/ /,, er:1e = /7 '7¢ UBG on/ 9' >, // 57.-4? Wa/15. Member s; zes: 4% < ;) 1N �1'rilt, Cn /cm/tic = 'Z q6 x // are (Iy = As') "p cArr: / = /44 x // ja • (t - t. ks;) be/ nln cAur, = / 9 /8 „-L /674 . ( / Fy ,F. ;) tiled Ir1ern4l,S= /0'12;/ y /6 la. ` / I _ t AC ) CeN74.u'OuS rt/r /iNS - / /6 9a. ery ' 4 kt%) G.N: 6/ 'X5 = / 5 V B " 9& le /6 a m . (ry _ ie% k- s ) Awl y 5; % / l'O: / Ce' ey : /. /)L �,voc = z 7ps/'x f3 - r/6 f) // Z. W ,IQ' l_ p /-f'f. - 8 "(6 p f - ' 1.3,0 - 3 tap(' T p . /ow ,7 0 = 6151' B 5mph 3. DL Z- /b I , 5 aIps1 = 14f1/ pt b . 79 /7.5 k . 65 k /•3 = // > >� 4. Pt.* , r� 5,vovv + 111:r!./ = //b p// -'F can vse r f .34 %nr recce ;r+ "110.04.11.i e t 1 # . •0 41. . . . lit 4P....... t-,,:: ri,, :..f.ti !.....? .: itty, iittaTe ., F 3 : flaiiiicillar 11cer.. . C.: 1 .0 :1:11 .1;•.f::. ; Bet- ei r III V t--*X • 3 c .Hug -i9 -Y/ Ufi: :ae.H J1.1 ULL4l'a1 �utf`CN..:> Structural Cime . V,MM.. • t7t�V atlrc • ENrne'r�fM phone 503.292.4540 • fax 503.292.4104 Ii oject 6„e Enl/ /Pv ANAL y, /$ Location 7(/N6' 7 o/V Client D Vr G By T2L4 Date •L77 Sheet No. Job No. O Vc> lec✓; fin/ c! <r,yl,,. l,= , analys-is fecal/5' * re,/et 't'r '/ e 47 AChP; l fr ;o UV�S Ma K =MI //Yl h ON co //1 eSS % ON = I. 77. file 'Y >in Ali kg, . /1'1Qx;it,v�,a c.t7lvrriv 17exvre = t•��9 � 7 SIw _. FOUN.an Am. U-s'yiti y a 3 40 kr?' x 4- f lee? 4= Z.3 (2 7o)/ Z)e(0 o et a3)C3) ^ . a Ei (/ 4 . *36 (9 7? 3. ZO z co/.„4, Av;ety Z.39(Iz)„, = l¢: 5z k--S �' b Tap C/ 0 ety: fly . f • It / / edP "wf lfi B y;r»urr G i • Z.0l7 (/ // • :) 49!/7.76 .. /4 M % = 30. 0 ks; 0‘ ,/ 7 f r J • • - .77 = 400 -- ok. Z.7 /.i : 11 4-.4. t71'' „ g y e. / � c : .. al ' - / 7 . f X 30.0 r r crrtbe..T 31-6'/ So // 2-7,ok -s; .,oi4 Aug -19 -97 08:52A Structural Lurtcpt.s P}oject GR�E,W /vv SE ANAL %S/$ SIIiI VtIII'a I Concepts Location • DI N • Clis•nmr. • EW:IVIrAI t. phone 503.292.4540 • fax 503.292.4104 Client ©- V 'G bogor,4 c1 vri , v� w c 1'4 '; v i4/0 74 t THUS/0AI / /'"'Xvre Pax 101 v 1 'n Gott Dress; cm) = /. U 3k ii /a ..v .a upn , "e� x L.'re.- . ng,'k l 6 a "A) . 60 n �z - e 5 . . O kt: ok _ '°'? = 3.2Z /'ri 2 4s; -'• vk s- z / = 3¢, vd gev;PIN of iv 46 ir,emhpis a►� C.oN / /;,v9 /h GI is Compre Ss" J /hex; �vm c onipr^e5S % ON . . ¢9 k � / = 97 _ = / 7 / v / Fa Tr v55 bra r ;v7 : 'L r'/ To ;n+vm ox:a l ; -1 p c %vr] . 4 •rho ore (t) 4 /Z ./e b 5 <rF w earl ,pvr / ;N i ivoce -/ rv5S ev; et of oat; hveva/ /pal ca ve -1n f t.� /�Fr r o iv") er- t1 : O,f).4k = 25, ZS' = 5, k r - /r✓.Z /e r S, O 4,o14:.,s- - L3 ' k By Sheet No. "gJ,4 3 Date Job No. S•97 ov&S Aug -19 -97 08:54A Structural Concepts Structural Concepts 1750 S.W. Skyline Boulevard, Suite 223 Portland, OR 97221 Load Combination is 1 : DL +SL Nodal Displacements Load Combination is 1 : DL +SL Reactions Node Global X (K) 1 0.00448 2 -0.00448 Totals 0.00000 Load Combination is 1 : DL +SL Member End Forces RISA -2D (R) Version 3.03 1 • V V Job OVGe; Page ry Date 9.77 Oregon Valley Greenhouses Quonset- 25'wide- 25psf- 85mph 8 'o.c. Node Global X Global Y Rotation (in) (in) (rad) 1 - 0.00000 - 0.00000 0.00000 2 0.00000 - 0.00000 - 0.00000 3 - 0.01643 - 0.00297 - 0.00342 4 0.01643 - 0.00297 0.00323 5 - 0.01101 - 0.02689 0.00014 6 0.01115 - 0.02632 - 0.00014 7 - 0.00549 - 0.03525 - 0.00007 8 0.00564 - 0.03513 0.00008 9 0.00008 - 0.03549 - 0.00000 10 0.00166 0.02245 0.00063 11 - 0.00109 - 0.02148 - 0.00050 12 0.00492 - 0.03070 - 0.00203 13 - 0.00489 - 0.03052 0.00200 14 0.00387 - 0.03736 0.00120 15 - 0.00389 - 0.03730 - 0.00119 16 - 0.00002 - 0.02981 - 0.00000 Global Y (K) - 1.72163 1.72473 3.44636 Nodes I -End = »a= No I J Axial Shear Moment Axial (K) - ---(K) (K -ft) (K) 1 1- 3 1.72 -0.00 -0.04 -1.72 2 2- 4 1.72 0.00 0.04 -1.72 3 3- 5 -1.01 -0.02 -0.05 1.01 4 4- 6 -0.98 0.01 0.05 0.98 5 5- 7 -1.03 0.00 0.01 1.03 6 6- 8 -1.03 -0.00 -0.01 1.03 7 7- 9 -1.03 -0.00 -0.00 1.03 8 8- 9 -1.03 0.00 0.00 1.03 9 3- 10 2.00 0.19 0.05 -1.57 10 4- 11 1.99 -0.19 -0.05 -1.56 Moment (K -f t) - 0.04034 0.04034 0.00000 J -End Shear Moment (K) (K -ft) -- 0.00 0.00 -0.00 0.00 0.02 -0.02 - 0.01 0.01 - 0.00 0.00 0.00 -0.00 0.00 -0.00 -0.00 0.00 0.12 -0.12 -0.11 0.12 RISA-2D (R) Version 3.03 Structural Concepts 1750 S.W. Skyline Boulevard, Suite 223 Portland, OR 97221 Job OVG5 Page 7 Date 13•'7 Oregon Valley Greenhouses Quonset-25'wide-25psf-85mph ====== Nodes ...... I-End =mi. J-End No I J Axial Shear Moment Axial Shear Moment (K)' (K) (K (K) (K) (K-ft)-- 11 10- 12 1.53 0.18 0.10 -1.27 0.11 -0.15 12 11- 13. 1.49 -0.19 -0.10 -1.23 -0.11 0.15 13 12- 14 1.26 0.34 0.19 -1.06 0.16 -0.15 14 13- 15 1.26 -0.34 -0.19 -1.06 -0.16 0.15 15 14- 16 1.07 0.21 0.13 -0.99 0.04 -0.03 16 .15- 16 1.07 -0.21 -0.13 -0.99 -0.04 0.03 17 5- 10 -0.06 0.01 0.02 0.06 -0.01 0.02 18 6- 11 -0.10 -0.01 -0.01 0.10 0.01 -0.02 19 5- 12 0.04 -0.00 -0.01 -0.04 0.00 -0.02 20 6- 13 0.08 0.00 0.01 -0.08 -0.00 0.02 21 7- 12 -0.00 -0.00 -0.01 0.00 0.00 -0.02 22 .8- 13 -0.01 0.00 0.01 0.01 -0.00 0.02 23 7- 14 0.00 0.00 0.01 -0.00 -0.00 0.01 24 8- 15 0.01 -0.00 -0.01 -0.01 0.00 -0.01 25 9- 14 0.25 0.00 0.01 -0.25 -0.00 0.01 26 9- 15' 0.25 -0.00 -0.01 -0.25 0.00 -0.01 27 9- 16 -0.49 -0.00 -0.00 0.49 0.00 -0.00 - Aug -19 -97 08:b /A .tructura i LuncepLs RISA -2D (R) Version 3.03 Structural Concepts 1750 S.W. Skyline Boulevard, Suite 223 Portland, OR 97221 Load Combination is 2 : WIND -.67DL Reactions Load Combination is 2 : WIND -.67DL Member End Forces Job C7V& Page 9 Date 5.97 Oregon Valley Greenhouses Quonset- 25'wide- 25psf- 85mph- 8'o.c. Node Global X Global Y Moment (K) (K) (K ft) 1 - 0.00059 - 0.22716 0.00532 2 0.00059 - 0.22757 - 0.00537. Totals 0.00000 - 0.45473 0.00000 Nodes I -End =__= J -End No I J Axial Shear Moment Axial Shear Moment (K) (K) (K -ft) (K) (K) (K -ft) -- 1 1- 3 -0.23 0.00 0.01 0.23 -0.00 0.00 2. 2- 4 -0.23 -0.00 -0.01 0.23 0.00 0.00 3 3- 5 0.13 0.00 0.01 -0.13 -0.00 0.00 4 4- 6 0.13 -0.00 -0.01 -0.13 0.00 -0.00 5 5- 7 0.14 -0.00 -0.00 -0.14 0.00 -0.00 6 6- 8 0.14 0.00 0.00 -0.14 -0.00 0.00 7 7- 9 0.14 0.00 0.00 -0.14 -0.00 0.00 8 8- 9 0.14 -0.00 -0.00 -0.14 0.00 -0.00 9 3- 10 -0.26 -0.03 -0.01 0.21 -0.02 0.02 10 4- 11 -0.26 0.02 0.01 0.21 0.02 -0.02 11 10- 12 -0.20 -0.02 -0.01 0.17 -0.01 0.02 12 11- 13 -0.20 0.02 0.01 0.16 0.02 -0.02 13 12- 14 -0.17 -0.04 -0.03 0.14 -0.02 0.02 14 13- 15 -0.17 0.04 0.03 0.14 0.02 -0.02 15 14- 16 -0.14 -0.03 -0.02 0.13 -0.01 0.00 16 15- 16 -0.14 0.03 0.02 0.13 0.01 -0.00 17 5- 10 0.01 -0.00 -0.00 -0.01 0.00 -0.00 18 6- 11 0.01 0.00 0.00 -0.01 -0.00 0.00 19 5- 12 -0.01 0.00 0.00 0.01 -0.00 0.00 20 6- 13 -0.01 -0.00 -0.00 0.01 0.00 -0.00 21 7- 12 0.00 0.00 0.00 -0.00 -0.00 0.00 22 8- 13 0.00 -0.00 -0.00 -0.00 0.00 -0.00 23 7- 14 -0.00 -0.00 -0.00 0.00 0.00 -0.00 24 8- 15 -0.00 0.00 0.00 0.00 -0.00 0.00 25 9- 14 -0.03 -0.00 -0.00 0.03 0.00 -0.00 26 9- 15 -0.03 0.00 0.00 0.03 -0.00 0.00 27 9- 16 0.06 0.00 0.00 -0.06 0.00 0.00 Structural Concepts 1750 S.W. Skyline Boulevard, Suite 223 Portland, OR 97221 Oregon Valley Greenhouses Quonset- 25'wide- 25psf- 85mph- 8'o.c. 5• • - 1-- = =- J = === = =-== - -.= 11 10 12 12 11- 13 13 12- 14 14 13- 15 15 14- 16 16 15- 16 17 5- 10 18 6- 11 ]9 5- 12 20. 6- 13 21 7- 12 22 8- 13 23 7- 14 24 '8- 15' 25 . 9- 14 26 9- 15 27 9- 16 Nodes No I J Axial (K) 1.11 1.15 0.91 0.98 0.78 0.82 -0.00 - 0.12 -0.01 0.10 0.05 -0.06 -0.05 0.06 0.25 0.14 - 0.37 RISA -2D (R) Version _________= I -End = .________ _._ J = End Shear Moment Axial Shear Moment (K) (K -ft) (K) (K) (K-ft)-- 0.15 0.08 -0.94 0.09 -0.12 - 0.12 -0.06 -0.94 -0.08 0.11 0.27 0.15 -0.80 0.12 -0.12 -0.24 -0.14 -0.79 -0.11 0.11 0.16 0.10 -0.75 0.03 -0.02 -0.15 -0.09 -0.7S - 0.03 0.02 0.01 0.01 0.00 -0.01 0.02 -0.00 -0.01 '0.12 0.00 -0.01 - 0.00 -0.00 0.01 0.00. -0.02 0.00 0.01 -0.10 -0.00 0.01 - 0.00 -0.01 -0.05 0.00 -0.02 0.00 0.01 0.06 -0.00. 0.01 0.00 0.00 0.05 -0.00 0.01 -0.00 -0.00 -0.06 0.00 -0.01 0.00. 0.00 -0.25 -0.00 0.01 - 0.00 -0.00 -0.14 0.00 -0.01 0.00 0.00 0.37 -•0.00 0.00 i�� Aug - 19 - 97 118:59A struccura s Lu►iLept. RISA -2D (R) Version 3.03 Structural Concepts 1750 S.W. Skyline Boulevard, Suite 223 Portland, OR 97221 Oregon Valley Greenhouses Quonset- 25'wide- 25psf 85 mph - 8 'o.c. a= Load Combination is 3 : DL +SL +.SWL Nodal Displacements Load Combination is 3 : DL +SL +.5WL Reactions Load Combination is 3 : DL +SL +.5WL Member End Forces J V J ....- t- • 1 • V - • Job OVG 5 Page ( o . Date e - Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 - 0.00000 - 0.00000 2 0.00000 - 0.00000 - 0.00000 3 0.47020 - 0.00214 - 0.00290 4 0.49484 - 0.00232 0.00209 5 0.47464 - 0.02111 0.00013 6 0.49127 - 0.01881 - 0.00008 7 0.47904 - 0.027 .Z - 0.00005 8 0.48738 0.02558 0.0000G 9 0.48329 - 0.02662 0.00000 10 0.48533 - 0 . 01 763 0.00055 11 0.48326 - 0.01534 - 0.00030 12 0.48789 - 0.02389 - 0.00158 13 0.48054 - 0.02205 0.00145 14 0.48695 - 0.02843 0.00095 15 0.48113 - 0.02758 - 0.00085 16 0.48392 - 0.02236 0.00001 Node Global X Global Y Moment (K) (K) (K -ft) 1 - 0.12827 1.23853 1.15444 2 - 0.13499 1.34624 1.21493 Totals - 0.26326 2.58477 2.36937 Nodes ...== I -End =- -- - - - - -- =sue J -End No I J Axial Shear Moment Axial Shear Moment •- (K) (K) (K ft) (K) (K) (K-ft)-- 1 1- 3 1.24 0.13 1.15 -1.24 -0.13 0.00 2 2- 4 1.35 0.13 1.21 -1.35 -0.13 0.00 3 3- 5 -0.82 -0.01 -0.04 0.82 0.01 -0.01 4 4- 6 -0.66 0.01 0.03 0.66 -0.01 0.01 5 5- 7 -0.82 0.00 0.01 0.82 -0.00 0.00 6 6- 8 -0.72 -0.00 -0.00 0.72 0.00 -0.00 7 7- 9 -0.79 -0.00 -U.UU 0.79 0.00 -0.00 8 6 - 9 - 0.76 0.00 0.00 0.76 - u.uu - U.00 9 3- 10 1.42 0.16 0.04 -1.12 0.10 -0.10 10 4- 11 1.57 -0.12 -0.03 -1.22 -0.07 0.08 Aua-19 -97 09101A Structural Co RISA -2D (R) Version 3.03 Structural Concepts 1750 S.W. Skyline Buulevd.U, 8uiLe 223 Portland, OR 97221 Load Combination is 4 : DL +.5SL +WL Reactions Load Combination is 4 : DL +.5SL +WL Member End Forces Oregon Valley Greenhouses Quonset- 25'wide- 25psf- 85mph 8'0.c. = -•- =s=as=s =sss:sa= =:s = == _:'� Job OVG5 Pdye (Z Date X3.97 Node Global X Global Y Moment (K) (K) (K ft) 1 - 0.26146 0.58804 2.35315 2 - 0.26507 0.80007 2.38560 Totals - 0.52653 1.38812 4.7387, Nodes I -End - - -- - - -- - J End No I J Axial Shear Moment Axial Shear Mc.11llr_ r1L (K) (K) (K -ft) (K) (K) (K -LL) -- 1 1- 3 0.59 0.26 2.35 -0.59 -0.26 0.00 2 2- 4 0.80 0.27 2.39 -0.80 -0.27 0.00 3 3- 5 -0.54 -0.01 -0.03 0.54 0.01 -0.01 4 4- 6 -0.25 0.00 0.01 0.25 -0.00 0.00 5 5- 7 -0.51 0.00 0.00 0.51 -0.00 0.00 6 6- 8 -0.32 -0.00 -0.00 0.32 0.00 -0.00 7 7- 9 -0.45 -0.00 -0.00 0.45 0.00 -0.00 8 8- 9 -0.39 -0.00 -0.00 0.39 0.00 -0.00 9 3- 10 0.65 0.12 0.03 -0.52 0.07 -0.07 10 4- 11 0.95 -0.03 0.01 -0.73 -0.02 0.02 11 10- 12 0.55 0.10 0.06 -0.49 0.06 -0.07 12 11- 13 0.67 -0.05 -0.02 -0.52 -0.04 0.05 13 12- 14 0.44 0.16 0.09 -0.43 0.07 -0.07 14 13- 15 0.58 -0.12 -0.07 -0.42 -0.05 0.05 15 14- 16 0.39 0.10 0.06 -0.40 0.02 -0.01 16 15- 16 0.47 -0.07 -0.04 -0.40 -0.02 0.01 17 5- 10 0.06 0.01 0.01 -0.06 -0.01 0.01 18 6- 11 -0.13 -0.00 -0.00 0.13 0.00 -0.00 19 5- 12 -0.07 -0.00 -0.00 0.07 0.00 -0.01 20 6- 13 0.12 0.00 0.00 -0.12 -0.00 0.01 21 7- 12 0.11 -0.00 -0.00 -0.11 0.00 -0.01 22 8- 13 -0.11 0.00 0.00 0.11 -0.00 0.01 23 7- 14 -0.10 0.00 0.00 0.10 -0.00 0.01 24 8- 15 0.10 -0.00 -0.00 -0.10 0.00 -0.00 25 9- 14 0.21 0.00 0.00 -0.21 -0.00 0.01 26 9- 15 -0.01 -0.00 -0.00 0.01 0.00 -0.00 27 9- 16 -0.20 0.00 0.00 0.20 -0.00 0.00 Load Combination is 4 : DL +.5SL +WL Nodal Displacements l X Global Y Rotation Node. Global (in) (rad) - _. 1 (in) 0.00000 0.00000. - 0:00000 2 0.00000 0.00000 0.00000 :: .. 0.95643 - 0.00I01 0.00205 3 0.001 4:. 0.97165 38 0.00064 . 0.96137 0.01272 0:00010 5 0:97029 0.00873 ".: 0.00002 6 0.96410 - 0.01576 _0 . . 0 - 0.01261 0.00003 9 - 0.01431 0.96650 0:00000 10 0.96884 - 0:01063 0.00041 12 0.96777 0.00711 0.00005 ' - 0.01409 0.00093. 12 0.97038 ' 13` 0.96644 - 0.01060 0.00070 0. 0.01586 0.00058 15 0.96652 1 0.01424 0 : � 0 :. 16'. 0.96786. -0.01202 'iN is i.�?!L",.�: )•15Y:,• ?::rv..i ilU- rt.1L:�Y;: wv 32509 �ttaC please detail A and calculation pages 1'through 24. dated •1996 for the 36'• x 100 ''quonset greenhouse : in.Kent,i Washington: The design is based on.the requirements of the 199 .. Unif onn'Building Code for 25psf snow0oadand ; 80 mph•exposure B. wind loads :;'In addition, • • supplementary information concerning the secti properties. is,attached ' Project /DO' Quon.,5 e&- c6 E Structural Concepts • EVCISFERING • Dolc.v • CONSULTING phone 503.624.3741 • fax 503.639.5879 Location Client 0/2E VA 1-1.-E GAEEN / 005 ES' By Date - . .1 • -) ; - • L-;,: • • • • • i• - •!••• j• • 4 , - • 5Teis _L e. tOad% 0 es Code ; /:94 /1 7 •l'ees • • I :" i 1 • : to;:rl 1 B. a/n --- 4. • -.1 • •• • • .-- • '' • VA / / 77 a,,,./ ,x / ,Ai)s 7 _ ba#0m. / 7 Web veer z- Yss' /6 a ' • • . . Sheet No. I Job No. o v&i ; 1 ' • • "- - • - ...*: A - 1 I .. c . .a.ti/ ec4) oIS 14 ii 5' 5 t' 5 . ifce . 'we lila" 0 I/ . a to v A> a/ .. '.:..; a ad / C.Y fly . de ye I o /2 i - 1 - v e ..: n11 .4 er..'S__..Ca?.a_cl :... /- -...! 1)5 -5 . - -- ; 7 °-- - - - :Cof tl - . -Oi l •te: 01 YN. - C..ko -, 1 )- 7.:1 9 ...ip.e.: -- e - arb. - _ - _ -7 .4?? .• .5 . • , a ye ,- ea lvri7.■ r : NO o . is' .12_,i0( / .e /7' sis • Op) - .. '•, • .661/3 ...A io : (z) 3/4s: 6 oi i ell )l.d,c_e V .: . an ./711 . . 5 //fA :cy 4/.4 r o 5 s ' 12-/ e . ! . :,b0(is 54.E ff t'cide ....'.(.4 77:170 lz4V) ' • ,,_ i , • , i • •:;eurb:fAIL-1-v . t cuss. GOA I 4). .:: (3) .N6 ,._;12 .?.E' k • -- ..7 /../.- Z yo ' ; ..1,... 7 s' s• - i 0 , i . • i : , 0: -,a/ca /1 - f-.: 7 4-c..5-5:: /4 ye .1.).7. 1 .:e. 6i , - 7 - 4 - 2-...: el I. :.--... Z5 - : -. 60/V•cf - e r - =70500? C. M / 4/ "1 . ? • . 51-ee l . pipe.' .- ••'' = . 4,5 As .; .. 4. rc4' .. : cp /12;7 ,frs i 1 . 7 7 /e7"q6 i l o Clori :. ' I • I /;neir.i , . 1 . . i / 0 4 @ • . i,Ye.: - irien ) ?bers'' ... .- : i -. • • ; : - 1.-: 1 , i , • 1 Structural Concepts • EICIVEERIVC • Dcacd • CONSULflRC phone 503.624.3741 • fax 503.639.5879 Project /00' (W O N S »Y' G2Een) , -/o US E Location Client O2EGON VA L.C.EY G2 eeN HOUSES B 7 2 ).4 Date Sheet No. 2 Job No. o V &1 • (4) /A/ - p/a rl c lo o d/ Art :.. /;..... ;Decd /nod 1- .. 'Now /da Gel = /0 / (2 ps dead ZS fi S SNOA)) • t7P / 0/1 ' :1,1); d e. ....... — •.... , .... . . .. , !,,ivc,i; 0 4 ; ..._ ... :.... ... . ......... wr 1 Go�v r� oNf x .l6.4-ps 67Ded. Good. .Ocad : /ood - - ,swow loo. .� X.,75X /6.1..c.i65'x / 3x, x /0 • ., • 65 , '70 — 5. ps 7 e . * - ./0. a . . a:ll a .. :�/;3 . �',vc aSe ice. ; a / /Qwa h.te .S /ceSSe5 S1riictui'tI Conc'e its • Of�u.e . (.�.,v.�ui7l,N. • f.'.v.r‘l n dome 51: :4104.3741 • lift 50:039.51170 • O • • / 7 Gu lumM o .Dp If 'Sr / H O ,4 440� '/ o' 5,0 J, r9,0 j. 5, 0' L 5 .0' / 4;0' 437 5 /,D. = /,25 >" 'rrr;r•r�I ',;)v / ' /00 ' 0 vaw A'E EW A/oUSE .or ,Iron rlirr ►l O,PE o,U VA y r+= /LL Eiu Se- r = . 4.6 9 ' 47.7 i n �j- - , /Za; .n • r . /7�8„ / / O.D, _ /. f375 __...6. /,&3S � , 25714 , ; • late a- r • 0,4! co I vM N e for' /,.625= ..3 Z ; Structural Concepts • E,NCL • Dawn • CONSULn•Vc phone 503.624.3741 • fax 503.639.5879 Project z 6' x 100 'QUO A1C By Sheet No. T �F-EEtJHO U5 Location /ZEiT, W4 / Client O,EEGOA) VAL(. -E ' , - EENNOL) E$ Date 0.96 Job No. a Vc'l Review of Gorr fv 'anal fs; J: r'eS (b ••%1.1, ) ,n,v V4,h7/'ON C•o/r'pr.°S.$VcN.-- `2 . _ I11•.9 x .% 41 v,.-4 vn!ia. _I- vN • .'.( i .. - ,: 3 k r. ; :....:.. . • 2 ... 8 ; (e 'Na.. .. 1) � a % k rnv-rn Cv /vmN. .co,Y+pcess %.vN.- . .. ---- •.n'lokitr "v "; - - - Co'lvrn •7ten __, 3. k _ - .. ... -- -_- 1 . '/2laxlmv►r1 Co /sj4.7 N ( /e.� vre .- 3: 67'k (c ve N o: ; ... • ..�..MAX%mtr,n .... /v,T't v :.. /teas : - ., 4' L .. k C.0 :as_e- .. . • . , k,,�� 1, ' , ! • • , • v. _ . ' . :.16'; 0 y `.= %945 _ Fv. ... = :.,.8.... o 2-.. 5/ • 0:k 3.. 9C'� k .. .• , _ 22 . ¢ z r f -. 27, o ; o k O.UNd 'oN OPS?IN ; ' .. ......ice_ :l,� � „0/ ca/ • f.- . .1- ..... - -� r.= .1..7. L ! • w000rva3)(3) z-o , ¢36(9 0) : So .be r;ni . rPSS i1 -E %•-S t , -.,3 ?6. - 15 ' G . /OQ04 . , • , , o k ._.vs : . tin - coN. ,4--al,'n e.d: c oiVC'; .'fold i _ ...._ ! . ._.___-.1_. ' _.L.__.__.- ..._._._._ !_.___ ! ._ .- 1 - , __ t ..__._., ..._._... pla c? ; f' I • Structural Concepts • Exc, u c • Dam • CONSULTING phone 503.624.3741 • fax 503.639.5879 Project 3 / x /oo' G? v ON5 e S•s 6,2-EENHO 1/5.6; Location k E N T, btm5 Client o f -CGO/U VA GL Ey oge / ovsE$ By Date Sheet No. Job No. o VG1 • • I .;.. ..._.. .i ... ; • . I , . .. • _. } a nd Merrlbers _No,: " No;;�- i t :/f1.ax;mWin cam' resS ; 3.66 (cos:€ •. No, :1 • • * _: co/4-- 6 7 ca s e 17,..6.5.:. %..- t- .....:. /3,1-6 /7 i . .o -oni .. Chow. % P,rn42/s . ... NO. _ . 3 g... 5 C.( /31.. ; No4 0/ co/zip re.-,$)0/1/.1.--.../."e X WI? • 3f( 76 = 13,1 k5 3.6 ,' :;;;z_ 5. k • • 6 -. 30 0 //-5, 1. 0.0 ... ok • _ s ; .. k _...... : ;._. _i/kla.X.%m'triTi ;_ 74e.Ar,•.c /o:N.. =_ 2,_x.6. <c .se, -N.v • -i.) .. ..I '/)44,Yi/lft.rll -fie x `vre . _ .0g,1 (4'zile A/0 j . : .../ . • • t I J ..._.t._ _ _._. ._.__.._._...___._....._- _ -..._ .. —L ...... • 0 B.00/45; ..._. L.. • • . • • Structural Concepts • bairn • Consmnnc • EvMMINC phone 503.624.3741 • fax 503.639.5879 Project 3( /0 0' Q 1.) 0 Ai 5 CA-) By e-EEnv / US 6 Location /460T, 4t1457-1, Client 0,-E6 ON V,4LLEy GR E EN yo $ •s3' 71 ,4 Date S• 76 Sheet No. Job No. 0176 .f O /2o v l c � NQ n! � .v.S�o menr -e e.nh . ti'o. /7 • . /I ox //nvrn .compress /o,) = .. /P (case /va. �J //lase; In v yri . Z¢ k rC a s e /V t7 r `> IY).ax %ir•.vrrl //exvre :_ ; O2 / k. (case 70z02) 79 /l G Fes. k; ....:_ :_. •= • 7.7 F •- l ¢. 6 7 • ks% :. . • • ,e7 1.r.e Loa - / S .3oo #) 450#.._x. , , Fa? G A J e . l A = . 1 4 , ; ' .x. 7 :l_ X /5 l� 0 = ; 771 #. Truss b?-06}A.7 . _....... ... .._...____._. - . - . . . ; _. , :..... .._ • rn.a refs /re ;.,, :747/2 C1ora =; 3.66 Zo o, a xi a aS :6r • _ —=� uSe•LC /) No.< . '/2_ . 7e.4 - a vr�:n� v � -aez. • Oregon Ualley Greenhouses Quonset -36' wide- 25psf- 80mph -10' o : c F1:Full Pit F2 :Options: F5 : Box Off F7:Animate F8 :Edit F9 : UnAnchc r F10:Anchor/ Uieu CtrlD:Drift Esc : Returra °V GI .96 Oregon Valley Greenhouses Quonset -3i' u ide -25psf - 30mph -10' o . c . 11 Y � ` •:l ti v: { :T F1 :Full Plt F2:Options F5:Box Off F? :Animate F9 : Un(nchor F10 :Anchor/ View Ctr1D:Dritt Esc :Return Solution: Ld Comb 1 Unity Check Leuel OM MI .50 -.75 .75-.90 NI .90 -1.0 a >1.0 III No Calc 8 -96 Oregon Ualley Greenhouses Quonset -36' w ide -25psf - 88mph -10' o . c . ii -.1, • "" • . ct< ny..,,,ga ke . Q, • • "F•,§:::::: pRiwyt F1:Fu11 Plt F2 :Options F5:Box Off F7 : fln i mete F9 : tUnfrnchor F10:Anchor/ View Ctr1D :Drift Esc:Return Solution: Ld Comb :2 Unity Check „ Leuel %`'t; 0 . -.up .50 -.75 ® .75 -.90 III .90 -1.0 III >1.0 • Ho Calc 0.96 Oregon Valley Greenhouses Quonset -36 Wide -25psf 80mph- 10jo.c {Y: .:,.., .,, • • .fit. ; •, v .•' J {itil F1:Fu11 Plt F2 : Opt i ons FS :Box Off , F7 : Art i mate F9 : UnAnchor F10:Anchor/ View Ctr1D:Drift Esc:Return Solution: Ld Comb 3 Unity Check Leuel gig 0.- 50 a .50 -.75 .75 -.90 .90 -1 :0 a >1.0 U No Calc Col 1 016 Oregon Valley Greenhouses Quonset -36' u ide -25psf - 80mph -10' 0 . 'Y } ; vri»r46 F1:Full Plt F2 :Opt i orts F5 :Box Off F7 :Animate F9 : Unf3nchor F10 :Anchor/ tl ieu Ctr1D :Drift Esc :Return Solution: Ld Comb 4 Unity Check ;Y ,,, „ Leuel tiz;1 U.-.50 ■ .50-.75 I .75-.90 III .90 -1.0 I >1.0 No Calc OVG L ot Material Label Section Label COLUMNS BOTCHORD TOPCHORD WEBS STEEL P -Delta Effects Redesign Edge Forces A.S.I.F. Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset --36 'wide- 25psf- 80mph- 10'o.c. Units Option : US Standard AISC Code Checks : No Shear Deformation: No : No . No : No : 1.000 Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 36.00 0.00 3 0.00 9.00 4 36.00 9.00 5 6.00 9.00 6 30.00 9.00 7 12.00 9.00 8 24.00 9.00 9 18.00 9.00 10 4.00 13.00 11 32.00 13.00 12 8.00 15.40 13 28.00 15.40 14 13.00 17.30 15 23.00 17.30 16 18.00 18.00 Elastic Modulus (Ksi) 29000.00 Database Shape RISA -2D (R) Version 3.03 Poisson's Ratio 0.30000 Natl. Set STEEL STEEL STEEL STEEL Thermal Coefficient (F) 0.65000 Area (in ^2) 2.16 0.32 0.66 0.32 Boundary Conditions X -dof Y -dof Rotation ( in, K /in)---- (in,K /in)--- (r,K - ft /r) R R R R R R Weight Density (K/ft3) 0.490 Moment of Inertia (in ^4) 3.950 0.097 0.259 0.097 Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Yield Stress (Fy) (Ksi)--- - 36.000 As y/y Coef 1.20 1.20 1.20 1.20 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 1 1 - 3 2 2 - 4 3 3 - 5 4 4 - 6 5 5 - 7 6 6 - 8 7 7 - 9 8 8 - 9 9 3 - 10 10 4 - 11 11 10 - 12 12 11 - 13 13 12 - 14 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'0.c. RISA -2D (R) Version 3.03 Job 0 V61 Page 13 Date 6-96 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in)-- - -(in) (ft) 1 1 - 3 COLUMNS 1 9.00 2 2 - 4 COLUMNS . 1 9.00 3 3 - 5 BOTCHORD 6.00 4 4 - 6 BOTCHORD 6.00 5 5 - 7 BOTCHORD 6.00 6 6 - 8 BOTCHORD 6.00 7 7 - 9 BOTCHORD 6.00 8 8 - 9 BOTCHORD 6.00 9 3 - 10 TOPCHORD 5.66 10 4 - 11 TOPCHORD 5.66 11 10 - 12 TOPCHORD 4.66 12 11 - 13 TOPCHORD 4.66 13 12 - 14 TOPCHORD 5.35 14 13 - 15 TOPCHORD 5.35 15 14 - 16 TOPCHORD 5.05 16 15 - 16 TOPCHORD 5.05 17 5 - 10 WEBS 4.47 18 6 - 11 WEBS 4.47 19 5 - 12 WEBS 6.71 20 6 - 13 WEBS 6.71 21 7 - 12 WEBS 7.55 22 8 - 13 WEBS 7.55 23 7 - 14 WEBS 8.36 24 8 - 15 WEBS 8.36 25 9 - 14 WEBS 9.69 26 9 - 15 WEBS 9.69 27 9 - 16 WEBS 9.00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'o.c. I J No Node Node 14 13 - 15 15 14 - 16 16 15 - 16 17 5 - 10 18 6 - 11 19 5 - 12 20 6 - 13 21 7 - 12 22 8 - 13 23 7 - 14 24 8 - 15 25 9 - 14 26 9 - 15 27 9 - 16 Member BLC No. Unbraced Lengths Lb -in Lb -out Lc (ft) (ft) (ft) Basic Load Case Description 1 DEAD + SNOW 2 WIND UPLIFT - .67DL 3 DL + SL + .5WIND 4 DL + WIND + .5SNOW Member Distributed Loads,BLC 1: DEAD + SNOW Memb I J No Node Node Dir 9 3 - 10 Y 10 4 - 11 Y 11 10 - 12 Y 12 11 - 13 Y 13 12 - 14 Y 14 13 - 15 Y 15 14 - 16 Y 16 15 - 16 Y Distributed Start Magnitude (K /ft,F) -0.270 -0.270 - 0.270 - 0.270 -0.270 - 0.270 -0.270 - 0.270 Memb I J Start No Node Node Dir Magnitude (K /ft,F) 9 3 - 10 Y 0.043 10 4 - 11 Y 0.043 RISA -2D (R) Version 3.03 End Magnitude (K /ft,F) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Loads,BLC 2: WIND UPLIFT - .67DL End Magnitude (K /ft,F) 0.000 0.000 K Factors In Out Load Totals Nodal Point Dist. Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 Job OVG1 Page /4- Date S• Bending Coefs Cm Cb 8 8 16 16 End Location (ft) - - -- 5.656 5.656 4.664 4.664 5.348 5.348 5.048 5.048 End Location (ft)---- 5.656 5.656 ?.tii+}.':Y.;Y ,q r, {✓ tifvh�fA Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'o.c. Memb I J No Node Node Dir 11 10 - 12 Y 12 11 - 13 Y 13 12 - 14 Y 14 13 - 15 Y 15 14 - 16 Y 16 15 - 16 Y Member Distributed Memb I J No Node Node Dir Memb I J Start No Node Node Dir Magnitude (K /ft,F) 9 3 - 10 Y -0.270 10 4 - 11 Y -0.270 11 10 - 12 Y -0.270 12 11 - 13 Y -0.270 13 12 - 14 Y -0.270 14 13 - 15 Y -0.270 15 14 - 16 Y -0.270 16 15 - 16 Y -0.270 9 3 - 10 X 0.026 10 4 - 11 X 0.026 11 10 - 12 X 0.026 12 11 - 13 X 0.026 13 12 - 14 X 0.026 14 13 - 15 X 0.026 15 14 - 16 X 0.026 16 15 - 16 X 0.026 Member Distributed 9 3 - 10 Y 10 4 - 11 Y 11 10 - 12 Y 12 11 - 13 Y 13 12 - 14 Y 14 13 - 15 Y 15 14 - 16 Y 16 15 - 16 Y 9 3 - 10 X 10 4 - 11 X 11 10 - 12 X Loads,BLC RISA -2D (R) Version 3.03 Start Magnitude (K /ft,F) 0.043 0.043 0.043 0.043 0.043 0.043 Loads,BLC 4: DL Start Magnitude (K /ft,F) -0.145 -0.145 -0.145 -0.145 -0.145 -0.145 -0.145 -0.145 0.052 0.052 0.052 End Magnitude (K /ft,F) 0.000 0.000 0.000 0.000 0.000 0.000 3: DL + SL + .5WIND End Magnitude (K /ft,F) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 + WIND + .5SNOW End Magnitude (K /ft,F) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job o VG 1 Page /9 Date 8.76 End Location (ft) - - -- 4.664 4.664 5.348 5.348 5.048 5.048 End Location (ft) - - -- 5.656 5.656 4.664 4.664 5.348 5.348 5.048 5.048 5.656 5.656 4.664 4.664 5.348 5.348 5.048 5.048 End Location (ft) - - -- 5.656 5.656 4.664 4.664 5.348 5.348 5.048 5.048 5.656 5.656 4.664 ::. v� ;d�'nn4xy. Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph 10'0.c. Memb I J No Node Node Dir 12 11 - 13 X 13 12 - 14 X 14 13 - 15 X 15 14 - 16 X 16 15 - 16 X Load Combination No. Description 1 DL +SL 2 WIND -.67DL 3 DL +SL +.5WL 4 DL +.5SL +WL Dynamic Analysis Data Number of modes (frequencies) Basic Load Case for masses BLC mass direction of action Acceleration of Gravity RISA -2D (R) Version 3.03 Global X (in) 1 - 0.00000 2 0.00000 3 - 0.05632 4 0.05632 5 - 0.03817 6 0.03817 7 - 0.01906 8 0.01906 9 - 0.00000 10 - 0.00222 11 0.00222 12 0.00939 13 - 0.00939 14 0.00778 15 - 0.00778 16 - 0.00000 Node Start Magnitude (K /ft,F) 0.052 0.052 0.052 0.052 0.052 Self Wt BLC BLC BLC BLC BLC W E Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 1.0 2 .75 3 .75 4 .75 Load Combination is 1 : DL +SL Nodal Displacements r....an�x `tn•.awatn.a.x.rt�iwtn� gtWw. nY. rw. us. r+. k. e>. n. .u.r.rw.�......�rw..»...u...... w.wr.r......�.......___._.._._ End Magnitude (K /ft,F) 0.000 0.000 0.000 0.000 0.000 3 None X only 32.20 ft /sec * *2 Global Y (in) - 0.00000 - 0.00000 - 0.00482 - 0.00482 - 0.09462 - 0.09462 - 0.12852 - 0.12852 - 0.13425 - 0.07545 - 0.07545 - 0.11090 - 0.11090 - 0.13164 - 0.13164 - 0.13141 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 Job OVG1 Page /6 Date 5.76 End Location (ft) - - -- 4.664 5.348 5.348 5.048 5.048 Rotation (rad) 0.00000 - 0.00000 - 0.00813 0.00813 0.00003 - 0.00003 - 0.00009 0.00009 - 0.00000 0.00021 - 0.00021 - 0.00246 0.00246 - 0.00074 0.00074 - 0.00000 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'0.c. Load Combination is 1 : DL +SL Reactions Node 1 2 Totals Global X (K) 0.01536 - 0.01536 0.00000 Load Combination is 1 : DL +SL Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 3 2.80 -0.02 2 2- 4 2.80 0.02 3 3- 5 -2.34 -0.02 4 4- 6 -2.34 0.02 5 5- 7 -2.46 0.00 6 6- 8 -2.46 -0.00 7 7- 9 -2.46 0.00 8 8- 9 -2.46 -0.00 9 3- 10 3.66 0.33 10 4- 11 3.66 -0.33 11 10- 12 3.05 0.36 12 11- 13 3.05 -0.36 13 12- 14 2.81 0.44 14 13- 15 2.81 -0.44 15 14- 16 2.49 0.46 16 15- 16 2.49 -0.46 17 5- 10 -0.19 0.01 18 6- 11 -0.19 -0.01 19 5- 12 0.16 -0.00 20 6- 13 0.16 0.00 21 7- 12 0.01 -0.00 22 8- 13 0.01 0.00 23 7- 14 -0.01 -0.00 24 8- 15 -0.01 0.00 25 9- 14 0.14 -0.00 26 9- 15 0.14 0.00 27 9- 16 -0.24 -0.00 RISA -2D (R) Version 3.03 Moment (K -f t) - 0.14 0.14 -0.08 0.08 0.01 -0.01 0.00 - 0.00 0.08 -0.08 0.25 -0.25 0.27 -0.27 0.31 -0.31 0.02 -0.02 -0.00 0.00 -0.01 0.01 -0.00 0.00 -0.00 0.00 -0.00 Global Y (K) 2.79709 2.79709 5.59419 J -End Axial Shear (K) (K) -2.80 0.02 -2.80 -0.02 2.34 0.02 2.34 -0.02 2.46 -0.00 2.46 0.00 2.46 -0.00 2.46 0.00 -3.12 0.21 -3.12 -0.21 - 2.73 0.18 -2.73 -0.18 - 2.56 0.23 -2.56 -0.23 -2.39 0.21 - 2.39 -0.21 0.19 -0.01 0.19 0.01 - 0.16 0.00 -0.16 -0.00 - 0.01 0.00 -0.01 -0.00 0.01 0.00 0.01 -0.00 -0.14 0.00 -0.14 -0.00 0.24 0.00 Job OVGi Page 1 Date Moment (K ft) - 0.13827 0.13827 0.00000 Moment (K -ft) -- 0.00 0.00 - 0.03 0.03 0.01 - 0.01 0.00 - 0.00 -0.27 0.27 - 0.23 0.23 -0.30 0.30 -0.24 0.24 0.02 -0.02 -0.02 0.02 - 0.02 0.02 -0.00 0.00 - 0.01 0.01 -0.00 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'0.c. Load Combination is 2 : WIND -.67DL Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Load Combination is 2 : Reactions Node 1 2 Totals Load Combination is 2 : Member End Forces Global X (in) 0.00000 - 0.00000 0.00673 - 0.00673 0.00456 - 0.00456 0.00228 - 0.00228 0.00000 0.00027 - 0.00027 - 0.00112 0.00112 - 0.00093 0.00093 0.00000 Global X (K) - 0.00184 0.00184 0.00000 Nodes I -End No 1 J Axial Shear (K) (K) 1 1- 3 -0.33 0.00 2 2- 4 -0.33 -0.00 3 3- 5 0.28 0.00 4 4- 6 0.28 -0.00 5 5- 7 0.29 -0.00 6 6- 8 0.29 0.00 7 7- 9 0.29 -0.00 8 8- 9 0.29 0.00 9 3- 10 -0.44 -0.04 10 4- 11 -0.44 0.04 RISA -2D (R) Version 3.03 WIND -.67DL WIND -.67DL Moment (K -ft) 0.02 -0.02 0.01 -0.01 -0.00 0.00 -0.00 0.00 -0.01 0.01 Global Y (in) 0.00000 0.00000 0.00058 0.00058 0.01130 0.01130 0.01535 0.01535 0.01604 0.00901 0.00901 0.01325 0.01325 0.01572 0.01572 0.01570 Global Y (K) - 0.33410 - 0.33410 - 0.66819 J -End Axial Shear (K) (K) 0.33 -0.00 0.33 0.00 -0.28 -0.00 -0.28 0.00 -0.29 0.00 -0.29 -0.00 -0.29 0.00 -0.29 -0.00 0.37 -0.03 0.37 0.03 Job 0 Page /6 Date $•96 Rotation (rad) - 0.00000 0.00000 0.00097 - 0.00097 - 0.00000 0.00000 0.00001 - 0.00001 0.00000 - 0.00003 0.00003 0.00029 - 0.00029 0.00009 - 0.00009 - 0.00000 Moment (K -ft) 0.01652 - 0.01652 0.00000 Moment (K -ft) -- 0.00 0.00 0.00 -0.00 -0.00 0.00 -0.00 0.00 0.03 -0.03 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'o.c. Nodes I - End No I J Axial Shear (K) (K) 11 10- 12 -0.36 -0.04 12 11- 13 -0.36 0.04 13 12- 14 -0.34 -0.05 14 13- 15 -0.34 0.05 15 14- 16 -0.30 -0.06 16 15- 16 -0.30 0.06 17 5- 10 0.02 -0.00 18 6- 11 0.02 0.00 19 5- 12 -0.02 0.00 20 6- 13 -0.02 -0.00 21 7- 12 -0.00 0.00 22 8- 13 -0.00 -0.00 23 7- 14 0.00 0.00 24 8- 15 0.00 -0.00 25 9- 14 -0.02 0.00 26 9- 15 -0.02 -0.00 27 9- 16 0.03 0.00 RISA -2D (R) Version 3.03 Moment (K -f t) -0.03 0.03 -0.03 0.03 -0.04 0.04 - 0.00 0.00 0.00 -0.00 0.00 - 0.00 0.00 -0.00 0.00 -0.00 0.00 J -End Axial Shear (K) (K) 0.33 -0.02 0.33 0.02 0.31 -0.03 0.31 0.03 0.29 -0.03 0.29 0.03 -0.02 0.00 - 0.02 -0.00 0.02 -0.00 0.02 0.00 0.00 -0.00 0.00 0.00 -0.00 -0.00 -0.00 0.00 0.02 -0.00 0.02 0.00 - 0.03 -0.00 Job OVGI Page /9 Date S.76 Moment (K -ft) -- 0.03 - 0.03 0.04 - 0.04 0.03 - 0.03 -0.00 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -0.00 0.00 - 0.00 0.00 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'0.c. Load Combination is 3 : DL +SL +.5WL Reactions Node 1 2 Totals Load Combination is 3 : Member End Forces Global X (K) - 0.19049 - 0.21353 - 0.40402 Nodes I -End No I J Axial Shear (K) (K) 1 1- 3 2.04 0.19 2 2- 4 2.16 0.21 3 3- 5 -1.86 -0.02 4 4- 6 -1.64 0.01 5 5- 7 -1.92 0.00 6 6- 8 -1.77 -0.00 7 7- 9 -1.88 0.00 8 8- 9 -1.81 -0.00 9 3- 10 2.64 0.27 10 4 - 11 2.85 -0.22 11 10- 12 2.23 0.29 12 11- 13 2.35 -0.26 13 12- 14 2.05 0.35 14 13- 15 2.17 -0.32 15 14- 16 1.82 0.35 16 15- 16 1.91 -0.34 17 5- 10 -0.09 0.01 18 6- 11 -0.19 -0.01 19 5- 12 0.07 -0.00 20 6- 13 0.16 0.00 21 7- 12 0.07 -0.00 22 8- 13 -0.05 0.00 23 7- 14 -0.06 -0.00 24 8- 15 0.04 0.00 25 9- 14 0.17 -0.00 26 9- 15 0.04 0.00 27 9- 16 -0.18 0.00 DL +SL +.5WL RISA -2D (R) Version 3.03 Moment (K ft) 1.71 1.92 - 0.07 0.05 0.01 - 0.01 - 0.00 - 0.00 0.07 - 0.05 0.20 - 0.17 0.21 -0.19 0.24 -0.23 0.02 - 0.01 -0.00 0.00 - 0.01 0.01 - 0.00 0.00 - 0.00 0.00 0.00 Global Y (K) 2.03789 2.15775 4.19564 J -End Axial Shear (K) (K) -2.04 -0.19 -2.16 -0.21 1.86 0.02 1.64 -0.01 1.92 -0.00 1.77 0.00 1.88 -0.00 1.81 0.00 - 2.27 0.18 -2.40 -0.15 -2.02 0.14 - 2.06 -0.13 -1.91 0.18 -1.93 -0.17 - 1.80 0.16 -1.80 -0.16 0.09 -0.01 0.19 0.01 -0.07 0.00 - 0.16 -0.00 -0.07 0.00 0.05 -0.00 0.06 0.00 - 0.04 -0.00 -0.17 0.00 -0.04 -0.00 0.18 -0.00 Job oVG l Page lo Date S• 9(c Moment (K -ft) 1.71441 1.92181 3.63622 Moment (K -ft) -- 0.00 0.00 - 0.02 0.02 0.01 -0.01 0.00 -0.00 - 0.22 0.19 - 0.18 0.17 - 0.23 0.22 - 0.18 0.18 0.02 -0.02 - 0.01 0.01 - 0.02 0.01 -0.00 0.00 - 0.00 0.00 0.00 ,„, • , , • ... • • . • • , • ' • Node, 1 2 . 3 4 5 6 7 . 9 10 11 12 13 14 15 16 Load Combination is 3 : Nodal Displacements Global X (in) 0 .. 00 0°u g .00000 .69828 0.78275 0.71274 0 0.72763 0.75623 0.74221 0 0.74408 0.74968 0. 0.74830 0.73662 0 Global Y (in) -000000 -0.00000 -0.00351 -0.00372 -0.07257 - 0.06935 -0.09773 -0.09505 -0.10069 -0.05798 -0.05519 - 0.08476 -0.08159 -0.09958 0.09788 :0.09856 Rotat o ° 00°00°565°64 6° 0.00005 0.00001 -0.00007 0.00007 0.00000 0.00028 -0.00004 -0.00191 0.00179 -0.00050 0.00060 0.00005 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'0.c. Load Combination is 4 : DL +.5SL +WL Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Load Combination is 4 : Reactions Node 1 2 Totals Load Combination is 4 : Member End Forces Global X (in) 0.00000 0.00000 1.45834 1.50371 1.46736 1.49810 1.47619 1.49154 1.48442 1.48394 1.48573 1.48907 1.48151 1.48805 1.48178 1.48479 Global X (K) - 0.39784 - 0.41021 - 0.80805 Nodes I -End No I J Axial Shear (K) (K) 1 1- 3 1.01 0.40 2 2- 4 1.25 0.41 3 3- 5 -1.16 -0.01 4 4- 6 -0.72 0.00 5 5- 7 -1.14 0.00 6 6- 8 -0.85 -0.00 7 7- 9 -1.06 -0.00 8 8- 9 -0.92 -0.00 9 3- 10 1.26 0.18 10 4- 11 1.69 -0.08 RISA -2D (R) Version 3.03 DL +.5SL +WL DL +.5SL +WL Moment (K ft) 3.58 3.69 -0.05 0.02 0.00 - 0.00 -0.00 -0.00 0.05 - 0.02 Global Y (in) - 0.00000 - 0.00000 - 0.00174 - 0.00215 - 0.04133 - 0.03489 - 0.05445 - 0.04908 - 0.05407 - 0.03318 - 0.02760 - 0.04784 - 0.04150 - 0.05472 - 0.05132 - 0.05293 Global Y (K) 1.00675 1.24646 2.25321 J -End Axial Shear (K) (K) -1.01 -0.40 -1.25 -0.41 1.16 0.01 0.72 -0.00 1.14 -0.00 0.85 0.00 1.06 0.00 0.92 0.00 -1.12 0.12 -1.39 -0.06 Job O V G t Page 7.2. Date 8. 96 Rotation (rad) - 0.00000 - 0.00000 - 0.00435 0.00220 0.00007 0.00005 - 0.00003 0.00005 0.00000 0.00033 0.00016 - 0.00112 0.00087 - 0.00020 0.00040 0.00009 Moment (K ft) 3.58053 3.69191 7.27244 Moment (K -ft) -- 0.00 0.00 - 0.02 0.01 0.00 -0.00 -0.00 -0.00 - 0.15 0.07 Structural Concepts 9765 S.W. Sattler Tigard, OR 97224 Oregon Valley Greenhouses Quonset- 36'wide- 25psf- 80mph- 10'o.c. Nodes I - End No I J Axial Shear (K) (K) 11 10- 12 1.11 0.18 12 11- 13 1.35 -0.11 13 12- 14 1.02 0.20 14 13- 15 1.25 -0.15 15 14- 16 0.90 0.20 16 15- 16 1.10 -0.18 17 5- 10 0.02 0.01 18 6- 11 -0.17 -0.00 19 5- 12 -0.03 -0.00 20 6- 13 0.16 0.00 21 7- 12 0.13 -0.00 22 8- 13 -0.11 0.00 23 7- 14 -0.11 0.00 24 8- 15 0.10 0.00 25 9- 14 26 9- 15 27. 9- 16 0.19 -0.00 -0.08 0.00 -0.10 0.00 RISA -2D (R) Version 3.03 Moment (K -ft) 0.13 -0.07 0.12 -0.09 0.14 -0.11 0.01 - 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 J -End Axial Shear (K) (K) -1.06 0.08 -1.14 -0.06 -1.01 0.10 -1.05 -0.08 -0.96 0.09 -0.96 -0.08 -0.02 -0.01 0.17 0.00 0.03 0.00 -0.16 -0.00 -0.13 0.00 0.11 -0.00 0.11 -0.00 -0.10 -0.00 -0.19 0.00 0.08 -0.00 0.10 -0.00 Job OV&i Page 23 Date 8.96 Moment (K -ft) -- -0.11 0.08 -0.13 0.11 -0.10 0.10 0.02 - 0.00 - 0.01 0.01 - 0.01 0.01 - 0.00 0.00 -0.00 0.00 0.00 Slrllctllfal COl1Cep • °may • CaNsarmc • ENGINEERING phone 503.624.3741 • fax 503.639.5879 Project 3 6" (Oo' Q t'QA /zEN1 Location // E N T, Gt//45 H, Client 7/Z EG ON (/d L L Ef By Sheet No. Date g •9�6 Job No. 01 6 — to/oil % di4/ i/ Lai-era/ i? V / eW - 0x x /6;¢P5* `x.. =, & ¢ P x ,3C“x 7 (lie 6020 f - a/ow../ ead tow . : /OD /oA/ f s •vcIve KGs 11 . c...0l v, rffs /et- ` / e irorce (er Co/fr = (390 #)(,.5)(( /)6 75) ^ :13¢ each . Co 5 / 3i` . x 0 0 0 .47 = 15. X7 5 - 194' 5/ rv oTs7 .Cg.Se:(le.x vre ; .a /oNy :7te ogler axis o _'�_bk : /'eve /:a ...._______ _.---;._ . :4_ ('9) 6 .75. 6.0 �.$) /Z,00 • . a //oafa 6� 4/creerSe 60/0m415 x /Z = /5,67 I x Use - two N i ScRtoos . � uzo .115v�� vicinity map legal description 0090000520 ACTIVITY NUMBER D97 -0205 PROJECT NAME D P TENT: BUILDING DIVISION I' WORK.P L t P o DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 8/21/97 COMPLETE n NOT COMPLETE NOT APPLICABLE COMMENTS • TUES /TIiURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F P.eiY k Cd rtator Campy PLAN REVTFW / ROUTING SLIP BONSAI NORTHWEST — CORRECTION #1 FIRE PREVENTION E STRU I �a /q NI DATE DATE DATE ori5 DUE DATE DATE (C:rdi canon of occupancy required. 8/20/97 PLANNING DIVISION' N g/)( / PERMIT COORDINATOR U 9/04/97. NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: DUE DATE APPROVED l l APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 I ( DEPARTMENT: BUILDING DIVISION - PUBLIC WORKS I I COMIvf.FNTS • REVIEWERS INITIAL REVIEWERS INITIAL APPROVED REVIEWERS INITIAL ;Y. ACTIVITY NUMBER D97 -0205 CORRECTION DETERMINATION: 5 Y22 wY1; tcC7.3 COMPLETE n NOT COMPLETE tet PLAN REV I HW / ROUTING SLIP PROJECT NAME BONSAI NORTHWEST — CORRECTION #1 FIRE PREVENTION n STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) TUES /TITURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (tell days) APPROVED n APPROVED W/ CONDITIONS ► I. NOT APPROVED (attach comments) APPROVED W/ CONDITIONS DATE DATE PLANNTIG DIVISION' PERMIT COORDINATOR DUE DATE 8/21/97 NOT APPLICABLE DUE DATE 8/ 20/97 9/04/97. NOT APPROVED (attach comments) DUE DATE DATE 8/Zt /C1/7 (Certificadoa of occupancy required. ) f-re Act ;rr ' ` �"i ;'+i °d,'m ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL C vu PLAN REV / ROUTING SLIP D97 -0205 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED C APPROVED W/ CONDITIONS SkllXd'! de 7.5 liarzt imr4maL4:Kv-'FiC;'`.1 sTas BONSAI NORTHWEST — CORRECTION 11 DETERMINATION OF COMPLETENESS: (T,Th) FIRE PREVENTION PLANNING DIVISION' STRUCTURAL E PERMIT COORDINATOR 1 1 NOT COMPLETE TUES /TH.URS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL J J M DATE ei 22 a1. l APPROVED n APPROVED WI CONDITIONS 11. NOT APPROVED (attach comments) DATE DATE DATE DUE DATE 8/21/97 NOT APPLICABLE DUE DATE 8/20/97 9/04/97. DUE DATE NOT APPROVED (attach comments) 0 (Cerdfieaion of occupancy rcquircd. ) mremmP.R ,Lmy Lax- ': G�.9it ;'' ry+. A';'• iH±: r `:yi,5?+i:?n,�ir'ir'1r.''r <�"n� =ram PLAN PLAN REV U-{:W / ROUTING SLIP ACTIVITY NUMBER D97 -0205 PROJECT NAME DEPARTMENT: BUILDING DIVISION T PUBLIC WORKS I I BONSAI NORTHWEST — CORRECTION #1 FIRE PREVENTION STRUCTURAL I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' • NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE I '` I NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF 7 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL NV� DATE (Z' t 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: ATION: APPROVED ' r7 APPROVED W/ CONDITIONS REVIEWERS INITIAL iV crifF, a..��.tt?4at^'.1".F:1t7."-'. v. 4 . 7:Y!;7oviio .a'famv lm. DATE DATE C DATE PLANNING DIVISION' ' • PERMIT COORDINATOR E DUE DATE 8/21/97 NOT APPLICABLE DUE DATE DUE DATE 8/20/97 9/04/97. NOT APPROVED (attach comments) E NOT APPROVED (attach comments) (C :rofiarioa of occupancy required. ) il'ii,q4"'M:g'3' PA1:':G� s'E�Ii ii? F SFrl�i'k:i�3 t' �'i t COMPLETE I COMMENTS REVIL =WEBS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL ACTIVITY NUMBER D -0205 PLAN REV! H:W / ROUTING SLIP PROJECT NAME BONSAI NORTHWEST — CORRECTION #1 DEPARTMENT: BUILDING DIVISION 11 FIRE PREVENTION PUBLIC WORKS i STRUCTURAL I DETER. NATION OF` COMPLETENESS: (T,Th) NOT COMPLETE APPROVALS OR CORRECTIONS: (ten. days) APPROVED C APPROVED W/ CONDITIONS APPROVED APPROVED W/ CONDITIONS TUES /TIIURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF 17 (If routed by staff, make copy to master File & enter Sierra.) DATE DATE CORRECTION DETERMINATION: DUE DATE DATE 06 qr2 DATE NOT APPLICABLE wTXwoHa[t +�g9"Y: PLANNING DIVISION' PERMIT COORDINATOR DUE DATE 8/21/97 8/20/97 DUE DATE 9/04/97. NOT APPROVED (attach comments) NOT APPROVED (attach comments) 11 (C:rfifiadon of occupancy required. t PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DT' • nos DATE 41? 1?? PROJECT NAME BO JSIIICL /WWI 'TT DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE Lbl COMMENTS REVIEWERS INITIAL C:ROUTE -F DETERMINATION OF COMPLETENESS: (T,Th) CORRECTION DETERMINATION: PREVENTION ❑ PLANNING DIVISION Er N CD ' a ' . 1 - T STRUCTURAL 7 ❑ PERMIT COORDINATOR pc NOT COMPLETE ❑ REVIEWERS INITIAL DATE APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE DUE DATE (Certification of occupancy required. ) 1 DUE DATE 6 /A NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) DUEDATE VA, APPROVED El APPROVED W/ CONDITIONS NS NOT APPROVED attach comments) 71C ( 9V!E(kqp Iit' 1 ma 43 l qz ER 'DATE Xj; ", ,... .M::3:Sr;i:�.. " ,:tn .d14;.��x.irk•. ...j51i r.fr. i'D;.i:% t TUES /Tffl RS ROUTING: PLEASE ROUTE REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F r.. N^*., ... : , t; ri.�r�mny,. ..o4:� , rJ�>•FSH.' Y '� �V,-' : .x ,t' 'n.1 m, t". t : a .... _ :, . • c r �. F, i"."1rf.r.. 4Q;= r � ..} _ �� :Fi"'M �n .4'.. ,.:C. i'n �., ,t:i .�� `i'!a_ .. ,r.. , .�c- t _ .h..a�.c, ^,• }? �`.'�±... .. .v: ✓3`pp , •:M.v .,.. �.,•a.. ,.... .,t r.S,..lt`, •'h" ... v•. ..... ,. . -�. /.. ( M. �., .�4.o ..�L:. .,� ...ft'.. ... . PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DT • d2o 5 PROJECT NAME BANSr$, isiCt4 .ZEST DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION El PUBLIC WORKS L STRUCTURAL El PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS CORRECTION DETERMINATION: APPROVED r7 APPROVED W/ CONDITIONS ROUTED BY STAFF Ei (If routed by staff, make copy to master file & enter Sierra.) NO FURTHER REVIEW REQUIRED El DATE 6 -24-17 DUE DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) C� REVIEWERS INITIAL DATE 7-Z -ci 7 DATE? 1 DUE DATE 1197 NOT APPLICABLE G'Necx i-'w Fb• coknvourei id, 7YL . Co667X114 ON t77? /GS - PRAWN 150 - -'6/c4wr xe CO DATE DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) �: �:.w .;�:. ,,,y' ":.•. nr. •xe ...>,• •a. ^h: rw• •t:�rt� c`4k r;nCS'.'w •Jtm;. ". N: ''+`Y'- 17*,,'ci.4VI �.:.s •!y!;' . 'fi:! ''i1 ". ., t.... _:,ii:.ti�:i?.�kc�tlfr',.t�x•:; t., c �.tir:�ra�..iu,,,.?�,..e. tit' i. r.. �3�''• �� :..F:..n:^�.'i�:G:ui�:`4"iL`.. ,...t'a.. .Y.k..''��x):1�, r� a . s,` s.w..�}�',,�.r�l. rf. . r,x....nZ. h;.+w;�2:- ..�.�,.. ACTIVITY NUMBER • erao Sb PROJECT NAME BoNS.*cL astenkW(ST COMPLE COMMENTS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED F APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE af PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION [J FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE %6 197 NOT COMPLETE E NOT APPLICABLE El DATE 41? ArA TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED 14 ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) . REVIEWERS INITIAL (0 . DATE (0 1 Z � c APPROVALS OR CORRECTIONS: (ten days) DUE DATE Vt. / APPROVED n APPROVED W/ CONDITIONS l l NOT APPROVED (attach comments) Q a DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy 'required. ) .. 4i• ,'t, }rw.�C a'.t rc:,l "v : ' C a! • y.< •....ros: <„ rr.. y-, ,.�,., H ten AA p?! a iS• zi.„ ;i. .X�roA 13' :.s � t;.. �i > ,Y � " %'d` t b x�p p A�,.q•��y.� ; J..•�7?� ,. }4'li.� {yv�,q' , !C�}� ,�ip.�n .p vr'.'�k: , @y� ±,�y �s Yr:.n :�. �., .TI \L �.a'.l;l�� :�.e�.N;: >tif . t.!' l�:•LL:!SS!;?rt�i1t.(;��• >fd�AYi f�: 1?'(f:IJ�'�.: �: Y.. ,.� �.R.,r..xtii� « „*�.F1 v!.1'.",x.t ..,•*AI':. p..:�rnb Yti /3�A ;`1�:�f..YJS. ?..�.. i, �,�.•, t••rN'. "k�Y't+�., �.R +! ?rY , ACTIVITY NUMBER DJ ' " 02e PROJECT NAME BOS"J4WL NQr4I€ST DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • TUES /TIJJJRS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL A( DATE ,.- Z (0 APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL L PLAN REVIEW / ROUTING SLIP APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) E CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F .�I DATE DATE DATE 4 1? frA FIRE PREVENTION C PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR Q DUE DATE VA AO NOT COMPLETE NOT APPLICABLE NO FURTHER REVIEW REQUIRED El DUE DATE fAD /q?. DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required. .uaro11 ; `��2'�$Y�irilY'j DEPARTMENT: BUILDING DNISION L_) PUBLIC WORKS COMMENTS ' REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dq 02 o S' PROJECT NAME caNsoCX Nerffamest FIRE PREVENTION E STRUCTURAL V2 f97 DETER INATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE NOT COMPLETE ED .> TUES /TRURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED L___! ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE I APPROVALS O CORRECTIONS: (ten days) DUE DATE ( APPROVED I I APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) Gzi DATE Clio L/ CORRECTION DETERMINATION: APPROVED Ei APPROVED W/ CONDITIONS DATE C t "' r.r .� l ei w yi ' a , ti ., r.i�i.c., NOT APPLICABLE DATE ! 1? 14. PLANNING DIVISION PERMIT COORDINATOR Q DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) S STATE OF WASHINGTON COUNTY OF KING CITY OF T''WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. , states as follows: H -4 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of R c W 18.27.090, I consider the work authorized under this building permit to be exempt under No. � , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT.DOC 5/29/96 APP. ICANT Signed and sworn to before me this 2 3 day of JA he /4 NOTARY P `. in - nd for the State of Washington, residing at 4- .thip (T / Name as commissioned: (a)i L. L a___ My commission expires: 6_9— 0 18.27.090 Exemptions. This chapter (hall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highwayi.projects who have been prequalifled`as required by chapter 13 of the Laws of 1961, 9CW..47.28.070 with the department of transportation to perform, highway construction, reconstruction, or maintenance work. AS37 ACCOUNT NUMBER: 08 TAXPAYER NAME: HENRY JOINT REVOCABLE TRUST LE ADAMS HOME TRS - PA NEXT ACCOUNT: 004000 0520 0 ENTER-PF1--PF2--PF3--PF4--PF5--PF6--PF7 HELP END MENU CHAR HIST LEGL NOTE: RE FT TO RIGHT ACROSS SCREEN. PLAT: KING COUNTY DEpARTMENT ASSESSMENTS REAL PROPERTY LEGAL DESCRIPTION PROPERTY ADDRESS: 14427 51S[ AV S QTR: NE 22 THN: 23 RNG: 04 FOLIO: PA11 _ 03/18/97± C20903-A- SUBAREA: 4307000,:'.,. ^ ** *END OF LEGAL DESCRIPTION' � � JUMP CODE: ' -PFiO-PF11-PF1 .PF13-PF14 �8-PF19-PF20_PFZ1-PE22-P -- APPR � , � .` lPF_HELP PART A: (To be completed Site Address (Attach map and Legal Description showing by applicant) hydrant location and size of main): .... ,23-(H 4) /L.)LI 7 L U Si - N.Je iUkwAc, wIN co t, Lcrl- 9 - lo - II ACknu I m Owner Information: Agent/Contact Person: I hereby certify that the above information is true 1 \ '' aand correct. Name: 0 \w (i (Y\ (Au, )\1_ Name: ,. rr\ nh■•*'1, _ By Date Address: t, Z1 /L-A-1 SA ten-) WA C •, Address: SU ?) S / o / 9 1 h S ) c",k.t.41 f, Phone: 2q 7 j -J∎ Phone: _7L I g (kl`-) This certificate is for the purposes of: 4. ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ar Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): I (2:/:-I_5)- l'\ Vehicular distance from nearest hydrant to the closest point of structure 3:6 ft. Area is served by (Water utility district): » I) S Owner /Agen to : ..2_ Date: PART B: (To be completed by water utility district) The proposed project is located within (c .1 ILL. _ (c I I1 q (City /County) The improvements required to upgrade the water system to bring ifs to compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before cgnnectign: ,- c^ ('1cti c . r ._ 1 f- -, 2.141 1 (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 i�( q gpm at 20 psi residual for a duration of 2 hours at a velocity of 'z-S fps as documented by the attached calculations. I hereby certify that the above information is true 1 \ '' aand correct. • Agency /Phone ,Q4? - S'stf 7 _ By Date PROJECT #: -601(11 WTRAVA1L.UOC 6/5/96 CITY OFCUKWILA -4--Aern Permit Cenr . 191- c15•4 H -11 a 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date Part A: (To Be Completed by Applicant) Purpose of Certificate: till Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi - Family 13 Commercial ❑ Other Applicants Name: 6 otisai No v.4 „,e al /O1ivcr y � � pitifi, Phone: 22 Property Address or Approximate Location: 1 / 4 P-1 2.? J. .9-1 di- /9v f Legal Description(Attach Map and Legal Description if necessary): ! lot 47 _ /o - I j /4olu►s'►.�' ftont TG7'I ;� 2—�3'O�1 Part B: (To Be Completed by Sewer Agency) a 1. 1p a. Sewer Service will be provided by side sewer connection only to an existing 6 s sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) VI a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. A a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: Po GFC: $ 45 LFC: $ 3 397 UNIT: $ TOTAL: $ 3P 7 9 (Subject to Change on January 1st) King County /METRO Capacity Charge: Approximately $750 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required ❑ May be Required c. Other: By 14816 Military Road South P.O. Box 68063 Tukwila, WA 98168 (206) 242 -3236 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY is Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signatu A S ,r7'. Title 6 'f0/77 ate Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 1 2. Sink, clinic, flushing 10 10 Sink, kitchen 4 2 . Sink, other 4 - 2 Sink wash, circle spray 4 4 if Urinal, flush tank 3 3 Urinal, pedestal - 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 j' 5 Water closet, flush valve 10 6 .a. .- .rcr•. »ry Irfm� v. r . , v:.... nlr.ri:..*,.aW: m :r.'il: (i- zn1�.0 =f: N;2r/1� "'15'.'v. ":;':� : L \ # ` Non - Residential Sewer Use Certifcation (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections,) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers, The charge, is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name O \ m • V L, (Last, First, Middle Initial) xl \'C CDUMfY Property Legal Address: �L ) 11-•� C 1�1 ' Subdivision Name n 11 Lot # q / / (J Subdiv. # !'t c iv _5 \ — ti1 tr.< 1 "Vtzl d, Block # y Property Street /la Address 1 ' / 1 1 51 4\14_ City, State, Zip � � 1 t�' �� Yi g Owner's Phone Number _(0961.. ) aZ `l ?. ` -3 2- k1 Owner's Mailing Address: (if different from above) g A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 CE 1 For King County Use ' ' Account it Monthly Rate SIX Month Due • ..� i1 �, +,:, 1050 (Rev. 11/00) White - King County Property Tax ID # 60 Y 0G6 ^ 057o -03 Building Name (if applicable) Party to be Billed (if different from owner) Party's Mailing Address: (if different from property address) or Property Contact Phone # ( ) City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B' 7 /o C) CE I certify that the information given that the capacity charge levied information and any deviation will corrected data for determination charge. Signature of Owner/ Representative Print Name of Own*3 Representative Date (_LL Yellow - Local Sower Agency Pink - Sewer Customer RCE is correct. I understand will be based on this require resubmission of of a revised capacity re ib D. PROPERTY OWNER DECLARATION (Phone Number) (Signature) The undersigned makes the following statements based upon personal knowledge: I am the current owner of the property which is the subject of this application. All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at JkW i --Xg (city), / (state), on 4 P'/J L // , 199 . OZ-/ I/LYL M , /ZI LJT ,7/ (Print Name) (Address) v\AX f-J , 9 (o `t -- z- 3/ - /-1/ Use additional sheets as needed for all property owner signatures. r (-% =1:14 ePEN I- I &crd L ct) LAST BUILDING( AS37 NUAN ANO7 ACCOUNT NUMBER! TAXPAYER NAME: PROPERTY NAME: *LANDD JURISDICTION: ZONE ACTuAL: ZONE CODE: SO FEET: CORNER LOT: WATERFRONT PERCENT USABLE: 100 TOPOGRAPHY; SLOPE SHAPE: REGULAR ACCESS: STANDARD VISUAL EXP1 STANDARD OPEN SPACE NO RESTRICTIVE CONE): NO CONTAMINATED PROP: NO 004000-0520-0 TAXABLE HENRY JOINT REVOCABLE TRUST BONSAI NORTHWEST A T A * TUKWILA RCC RES COMM 58y835 NO * * * * * * * * * * DESCRIPTION: HOUSE YEAR-BUILT 06 EFF YEAR 46 LOT COVERAGE: * * 750 * * * * * * * * * Deic_r DESCRIPTION: RESIDENCE YEAR BUILT: 06 EFF YEAR 06 % COMPLETE; . 100 * * * * • * * * I N T E R I O R : , SECTION USE CODE & DESCRIPTION PROPERTY ADDRESSt 14427:51ST_AVS OTR: NE SEC HEIGHT - TUKWILA FOLIO: CZ0903 -A - -430 LEVY-CODE1:2414 :GROS3AREAt'= 750 . NET AREA: , - 750 * * * * * * * * * * • GROSS AREA: 750 - NET AREA 750: 03/18/97 .01110M50 1126154 AI110P - , ." • - • • JUMP CODE: NEXT ACCOUNT: 004000 0520 0 NEXT BLDG: .... • ENTER-PE1--PE2--PE9--PF4--PE5--PF6--PE7 PF-HELP HELP END MENU CHAR HIST -:LEGL APPR'_ czyt._ c5A - I ve4- -Vb1.0 (44i ill (IT //00.7646e P. 77) j20.' Oom-71 :96141:rR3HhLC «.�, August 4, 1997 Mr. Oliver Muth 16651 Southeast 235th Street Kent, Washington 98142 Dear Mr. Muth: Sincerely, CSC c� Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0205 City of Tukwila C� SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0205 Bonsai Northwest 14427 51 Av S 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 application for 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 review comments from the Building Division and the Public Works Department. At this time the Planning Division and the Fire Department 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. 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. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 DATE: July 21, 1997 PROJECT: Bonsai Northwest PLAN CHECK NO.:D97 -0205 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS PLAN REVIEWER: Bob Benedicto, (206) 431 -3670 1. Additional information is required on the plans to describe the proposed work. Indicate the overall dimensions of the proposed addition on the site plan and on the floor plan. 2. Show the size and location of all doors, on the plan. 3. Develop a plan of the new bathroom and show compliance with barrier free requirements of UBC Chapter 11. 4. Show the location, dimension the size and show the installation of required signage for the barrier free parking stall that is to serve this addition. 5. New information is required to qualify the structural information that is required for this construction. Please Clarify. The application calls for a 4800 square foot addition. The diagram of the bow spacing indicates a 96 foot long addition. The structural calculations were done for a 36 x 100 greenhouse to be located in Kent, Washington. Specific call -outs on the "bow" diagram do not match the structural assumptions in the calculations. In addition, no foundation design detail can be found with this submittal. Provide design details for the proposed structure that have been prepared by the engineer that produced the calculations. Note: The plan review by Building Division cannot be completed at this time. Be advised that the review will continue upon receipt of new complete information. City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 4, 1997 PROJECT NAME: i Bonsai Northwest PLAN CHECK NO.: D97 -0205 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 4) Please follow the comments Public Works made for PRE97 -012. John. W. Rants, Mayor Ross A. Earnst, P. E., Director 1) Show existing storm drainage system and how new drainage (roof drains and driveway runoff) will connect to the existing storm drainage system. Reference Public Works form H -9 for storm drainage information that is required on the site plan. 2) Show existing sanitary side sewer, proposed sewer line, and proposed connection to the existing sanitary in 51st Avenue South. Reference Public Works form H -9 for sanitary side sewer information that is required on the site plan. 3) The utility site plan shall be prepared and stamped by a Washington State licensed professional engineer. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 � gth22- 3236 P rezvpticationCheIdis CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 / 5 Wt. 1 • PRE-APPLICATION'FILE'NO:, . OJECT:' BONSAI NORTIKEST:: ' , • 3/13/97 @ 2:30' . _ 14427, .51 AV S MEETING DATE/ E;AbyRtSS: The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be met. PUBLIC WORKS DEPARTMENT (. Pi/cur ctikza-<M ass ess 6P e / 5/ / / 0 4) -Me 5(7 8( CO4ne (191rz-td ed9Mi ey 6 ex/4 5 di-zo-/A7 5 y5/1-)i. Cont at) Syace. /111° 1 Phi/ F c7/7 a1/4E.4 6 2A4 7 .3742,-n-7 de2-Pi--7 e 2 $7;(1Z2 7 Ihe c:›7/1-t., e PIIPt//,,d& perm an evil c-f9/.7 tif i y v ( 6 7 Q- f 6211/46{ atiaze:ia-/Ze' 9S . 5PA)-er auzai.6266'14' Uwe Yee.xf j c9d2-euteci- , 5pe,pt, cbr 0-Wdopw-La'' 433-017? a City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: September 4, 1997 SUBJECT: Bonsai Northwest 14427 51st Avenue South Permit No.: D97 -0205 Contact Person: Oliver Muth Phone: (206) 631 -1318 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 4, 1997: PERMIT FEE Storm Drainage $25.00 JJS /sal NOTIFICATION OF UTILITY PERMIT ACTION CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) TOTAL: $25.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431 DATE: 3- .2o _Ci r7 PROJECT NAME: Bldg. CONTACT PERSON: REVISION SUMMARY: .r.r, xn.n'abG !xAMt .Nn,•u " ..nv gat't;nY,141A •'%.w'S:ikP f.iY.r. Y,VrAtter. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Planning Fire CITYOF AUG 2 0 1997 PERMIT CENTER REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER:D a & MA/ VICA Wee+ PROJECT ADDRESS: 1'111I"7 51 AV S �CJY�C� mv. PHONE: U ( -I ? ?ZLN (2o' Pe," 7' lk►c Wu( ks (ommen-l) 7IGr\ Cjk ea 4 q 7 -G ZGfi- SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Public Works 3/19/96 :Ik DRAINAGE ASSESSMENT Less than 5000 sq foot therefore no detention area in accordance with King County Design Manual New improvements service roof drain only. No water Quality separation required. Side and Center gutters on existing greenhouse have downspouts that connect to 6" pipe along base of each side and under center of the exist- ing strucyure. These pipes connent and drain into the parking lot. The water runs through the parking lot in a depression and enters storm drain at the north end on the parking lot. The storm drain connects to the Street storm drain alone South 144th st. New addition will connect to existing system. Pq710205 if 4sterid Met ft e FIDE COT Y SLOPES Sloped area above existing green- house stabalized with Bamboo and Grasses. Upper edge planted with pines and Japanese Maples. Sloped area above proposed addi- tion will be stabalized witl Ivy. Upper edge planted with Japanese fit, c+ is. Acceptance is s_,h;cc: 'o errors ar 7: which do not authc - of n,dards or ordinances. T' ;!, ty for i ..t2quacy of the design rests with the aces ee. _er. Additions, deletions or rev, :,cnc to these drawings after this date will void this acceptance and will require a resubr~ r.i:.I of revised drawings for subsequent approval. Fine nce is subject to field inspection by the r _ eorks utilities spector. Date y , K 7 By: ! �c� C�1 QcS � auN) Curl•` o 3 6 " oNN Q,ye I I 1 I \:\ o .. 990940099Q0MO O 0 o \S PauA Cony` tcr►ri9 These plans have been reviewed by the Public � � ' G„ cto in Qi 2 e Works De 'tment for conform see with current m . pcgt ttT :AS PIPING OF E , Kv'4 -A Sid UNISON 0 0 0 0 0 o/ 9 9 o R E aE TUKWILA PUBLIC WORKS ER ,a s tna� �rkir� l 15 \ oQCtr) RECEIVED CrTy OF TUKWILA AUG 0 2 1997 PERMIT CENTER N. N. I J 790OO (DCDc ^ 0 0 00 °9 - ' 2J,, .X.)G2)0c2 , - 7d -) ∎( {-1((- ' oV A LA ^,� runs undue F 2 I( 1Af1 , IO r { Con necb46 (' \ Prc. or. I I I I I f n i D7- 0L05 Lk Se VNA.)0 - $k6\\ kI3k If 7 /8, C3 w Proposed WcAns )0 n eow c 5pc_An Z‘f I 14ofic_)(\\-0.\ "or)k-cA\ CA )0(15 Top 9 3 eAforY\ Cu, Lers)31-, VNci■_),X 0 CA-4016P--- 5c\ I (\ arTh\-0, 5V11 ouse utse -4 ut.30 - 4 ILI T SCR-WS T ?lir 'The S 'TOGE:\ kVaR, CITY PERMIT CENTER proposed greenhouse expansion plan Zl0 Zo e 20 b Zot ()() jy 2 — 180 /7 s I7 7 G ou /A) Aer DT7 1 rth 6 T/A 5 6g,-11 ?Se' 7. vizi vi= w..0•/ ..1 Z- 1.4 6 zog 206 1 2Q Y -- (7 t d5'L /74 - TO f -3FA ic4 AND 1_44; LASTS 9 ! ) /o -r i ® C6n)1 Ft ). AN.f. . / v / RECEIVED CITY OF TUKWILA PERMIT CENTER 3 Cr) S Q .1.07 lA V -)r\ - 51 5 j q (c) �.A (7 }c - c - - 151,3 yo 10 } WO) 7 ��n wo) j ()SF k■fv"..9VCAA ?J( S J10 Dv'i s Dnv\ii fival S �, 11, 0_4_ ` '`'c am '" W; ) tU t � j \ ir? CkAll-grk? _YD CD )^\I � 1J° C i re Arc O m,xe0, Ares Dcr7 02015 H ofea CC loin-\-c-o f kern loc,k- r\c p�oS��U J�r1 per Are CD NG c4, znc,N 31GC k of\Q_ (Y11w.c1 W ,pt r * r n i,1) --V he_ onloc per co 0- (?1We_ soLOrk Carr er\ � r1 � W 1 � � Iow a 1 n Ck2rr c oc∎ J(.)-rm e . 6,))\ ct ,AA rre1 \ts cu I! vm i� L1enc, :C 5 eefN C%,ey r ifeeS rec, U P fie U ►�w v(' -\-� - pic.,(Vd, w Wl �� 3 re erllu Qr\d recA IL) 1 L &-v- c1 L5 A use So L\ �,oC2 om000 0 0 Q RECEIVED CITY Or TUKv11 ERMIT CCNTLr' 1)97-0 U 2r\�i \cA -Vio( 1 -)0 L►�h� �rS 10- .4d Of - \o R°Q1c)12 Q c,Ar c \ (00A-C°6-Cif ooh fable LG. rnA Clear E o uo Q11 0c_ A AA1\ Covered 1 p\ PcorkW L- 5e_AAN., P We_,S4 9 TC\le f ►Ur (Y1G Je Cpl (or\ \k sc er'4 - un -- - - -- e rro9“ - '.r►\ Birk (136( W}ck 6' 0 - c,11 6u/ C oo_ s1UG\--IGr\ T T � \A‘olc 060(5 CtA►de C- "1 1 gc, . Cerri2 uoc,o coo, -\-a <merkr ��} a (p c \Cx (- u,(\ r) e ✓ 2,c Y hs 0 0!`n # Z (._a me f - \1•- 1c.)0( S S c\\D Tn \c,L Ven +s 2 e x i ,r, 2 4d3.0 >ti