Loading...
HomeMy WebLinkAboutPermit 5664 - Generra - Overhead Doorsi BUILDII'N PERMIT (POST WITH INSPECtION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA ! Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. S G 6 V DATE ISSUED: /4) - 8-9 18183 SEGALE PK DR "B" FEES DESCRIPTION AMOUNT RCPT P DATE BUILDING PERMIT FEE 7Z ,_00 47.00 0475 0475 6 -29 -89 6 -29 -89 PLAN CHECK FEE BUILDING SURCHARGE 3.50 0475 6 -29 -89 ENERGY SURCHARGE OCC. LOAD . SQUARE FEET OCC. LOAD OTHER: OCC. LOAD TOTAL SOV RE FEET TOTAL OCC. LOAD TOTAL • 122.50 PROJECTNAME/TENANT GENERRA ASSESSOR ACCOUNT �f 352304 -9119 TYPE OF 0 New Building Addition) Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: INSTALL (2) OVERHEAD DOORS IN EXISTING CONCRETE WALL. PROPERTY OWNER SEGALE BUSINESS PARK PHONE 575 -3200 ADDRESS P.O. BOX 88050 SEATTLE, WA ZIP 98138 CONTRACTOR SEGALE BUSINESS PARK PHONE 575 -2300 ADDRESS P. 0. BOX 88050 SEATTLE, WA ZIP 98138 WA. ST. CONTRACTOR'S LICENSE #I SEGALBP151M5 EXP. DATE 7_9_89 ARCHITECT PHONE ADDRESS ZIP USE4 / / cot)t (;or.1PL / iArict / / FIRE PROTECTION: . OS • rinklers 0 Detectors ►.� N/A UTILITY PERMITS REQUIRED FLooR 1 tr SQUAFE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD . SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SOV RE FEET TOTAL OCC. LOAD . m TOTAL , TYPE OF CONSTRUCTION: UBC EDITION (year SETBACKS: _ _ _ SIGNATURE: -1 7, 74 _ PRINT NAME: c° 1�G1�1 IV���N FIRE PROTECTION: . OS • rinklers 0 Detectors ►.� N/A UTILITY PERMITS REQUIRED Yes , N o (throug - • . • .. ZONING:014 BAR /LAND USE CONDITIONSDYes ( No CONDITIONS (other than those noted on or attached to permit/plans): . n APPROVED FOR j BUILDING ISSUANCE BY: ,� t4(1) OFFICIAL DATE: p p 7 /D /O,9 I hereby certify that I have read and exa , . 'd this permit and know the same to be t ue 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 provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: -1 7, 74 DATE: 7 — /&-" fl % COMPANY: 6c Of I kle.SS ✓��'� PRINT NAME: c° 1�G1�1 IV���N 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. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: vY l'/ .v c BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME L. 2 CONTACTED /f ADDRESS L� 2 /' A SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPA NCY INFORMATION (to be tilled out by Plan Checker) SQUARE TG OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. PARTME E1 .ROY QUISEMENTS f GOMMEN BUILDING - initial review 7 -to -Q (ROUTED) CONSULTANT: Date Sent - Date Approved - O FIRE FIRE PROTECTION: fl Sprinklers (1 Detectors SN/A INIT: FIRE DEPT. LETTER DATED: INSPECTOR: O PLANNING O PUBLIC WORKS ZONING: yn--2 1BAR4AND USE CONDITIONS? f Yes (] No INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- INIT: UTILITY PERMITS REQUIRED? (1 Yes ,No PUBLIC WORKS LETTER DATED: O OTHER INIT: BUILDING - final review REVIEW COMPLETED UBC EDITION (year): PERMIT NO. L. 2 CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING /� $CJ 3RD NOTIFICATION BY: (init.) O6/0uw BUILDILG PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) __ -- ---- ..- -..._. ___._..,.,., ............... .,.,. W (206) 433 -1849 DESCRIPTION AMOUNT > RCPT; # (04766 DATE (,,..-21-K1 BUILDING PERMIT FEE 'J t30 4j .7.'� PLAN CHECK �,, i // // NUMBER U`•"(— / `f' 3 APPLICATION LION Il1UST HT _ FlII.ED OUT COAIPLEIELV PLAN CHECK FEE BUILDING SURCHARGE .5, 60 ENERGY SURCHARGE OTHER TOTAL SITE ADDRESS SUITE # 18183 Segale Park Drive "B" VALUE OF CONSTRUCTION - $ 4,580.00 PROJECT NAME/TENANT Generra Overhead Doors ASSESSOR ACCOUNT # 352304 -9119 TYPE OF New Building Addition WORK: O Rack Storage 0 Reroof Tenant Improvement (commercial) U Demolition (building) Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Install (2) overhead doors in existing concrete wall. BUILDING USE (office, warehouse, etc.) Warehouse NATURE OF BUSINESS: Clothing distribution WILL THERE BE A CHANGE IN USE? t4 No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 2 2 7 ,880 Tenant Space: 167,700 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Segale Business Park PHONE 575 -3200 ADDRESS P.O. Box 88050 ZIP 98138 CONTRACTOR Segale Business Park PHONE 575 -3200 ADDRESS P.O. Box 88050 Tukwila, WA ZIP 98138 WA. ST. CONTRACTOR'S LICENSE # SEGALBP 151 M5 EXP. DATE 7-9-89 ARCHITECT PHONE ADDRESS ZIP ( HEREBY CE TIFY THAT`1 HAVE READ AND EXAMINED. :THIS APPLICATION AND TRUE ANDCORRECT, AND f. AM AUTHORIZED TO APPLY FOR.: <THIS. :PERMIT KNOW THE SAME TO BE BUILDINOGROWNER AUTHORIZED AGENT S i11 r' DATE 2 S ,P7 PRINT NAME Steve Nelson PHONE 575 -3200 ADDRESS CITY /ZIP CONTACT PERSON Steve Nelson PHONE 575 -3200 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/30/89 SIMITTAL CHECKLIST COMMERCIAL NEW C, MM.ERCIAL.SUILDlNOS/ADO ERdAt. TENANT IMPRCVEM: bulling peril' 'Nasal `AOOffnt 1(2); ote of c Str r: or:ar� ant ( mmon w,......:.... to s of; hui)dl.np o •elilenant apace: °< �'ple ri t e :use'of eltcl :::.::: rotii 'tectfonti rri 0wii wall :O001100 attachment for ROOT and celEip: an ='ti removed, nat inspection: and s TENNAil9ATEWTE`DI! bol ddteriskin and xit; w a;at pier <; ruoiural cslrxilations ..stain . QN±eer (radi slarspe 6' and „ ........: .................... ............................... RESIDENTIAL tea .....:..................... no i cation of:'.antenna/satellite dish ................... 'and':meti+od :oI :attachment ed.by a Washington State licensed ......... ............................... RESIDENTIAL REMODE ............................ . • Co foreach structure) Wit include: waehinpton;State: Error oinpNlsd utility permit spat:ication Sibs. (6) sets of site plans showing utilities .. ... Bullcng site plan and utility site plan maybe coin►. utluty permit application and checklist for specs to subndtgd: AdriliOnaliciPegraplifOaland soils information may be s. Roof plan Building elevatans Building cross -sect' Str ctural;traming NOTE:1f any uNNty wow le to ti and plans must by submitted i:V1oh utlliy permit application REROOFB >::< Completed building permit applic ❑ Assesso(Account Number Narrative describing existing. roo material being lnstaAad NOTE oardfication letter is requlrel ON of the uaretlt r..: one foreach structure material being removed, an r to final inspection and CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection Site Address. t P/0 Requestor Special Instructions INSPECTION RECORD /G FS' PERMIT # Date Date Wanted 77LGlilo. r/711 Project ( Phone # .7S" 3Z‘11) Inspection Results /Comments: Inspector Date //` CITY OF TUKWILA Building Division Tukwila,tWashingtonu198188 (206) 433 -1849 Type of Inspection Site Address )8// Requestor Special Instructions „7 ez..�'6 INSPECTION RECORD PERMIT # ) (v7 Date 1(13'1,. Date Wanted 7b.2J )-1 f a.m. p.m. Project aT Phone # 5-7 S 3 <=71) Inspection Results /Comments: Inspector /�-0'I Date THE,FOLLOWING COMMENTS APPLY TO AND BECAME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER SG G Y 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. • All permits shall be posted at job site prior to start of any con - struction. • All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). . The issuance or granting of a permit or approval of plans, specifica- tions and computations shall not be construed to be a permit for, or an approval of, any violation of the provisions of this code or of any other ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this Code shall be invalid. U.B.C. Sec. 303(c). Date: 7-//-07 File: #07- 4 Sheet 1 of 1 ORDINANCE COMPLIANCE CHECKLIST PROJECT. ('::2.4i41, ' / MP Al Er/1. OCCUPANCY GROUP: I L,2. TYPE OF CONSTRUCTION: LOCATION ON PROPERTY: 141/4. BLDG. HT./ NO of STORIES• FLOOR AREA: 6. OCCUPANT LOAD. Uniform Building ode, 19 Edition. EE]r7. EXITING REQMTS. 1EYDETAILED REQUIREMENTS 8. OCCUPANCY: Er/9. TYPE OF CONSTRUCTION. o' Er' . ENG NEERING REGS. REQMTS: AP. 1. COMPL ANC w W...E.0 12. COMPLIANCE w/ Chapter 51 -10 W.A.C. NOTES: PPA nn C41 z z June 23, 1989 Segale Corporation 1.8010 Southcenter Parkway P.O. Box 88050 Tukwila, WA 98188 :Attention: Steve Nelson Reference: Segale Bus Park Project 771 New openin Steve, Enclosed are calculations verifying that two new 8' -0" X 10' -0" truck doors may be cut into the existing panels. Additional reinforcing is not required. These doors are located in the recessed concrete panels on grid K. The doors are centered 6 ft. either side of the panel joint halfway between grids 10 and 11. This will result in a 24 inch jamb from joint to door. Sincerely., ulwi ENGINEERS NORTHWEST, INC. P.8. = CONSULTING ENGINEERS BRAD WAAOLAWN AVENUE N.E. SEATTLE. WA D8116 ; (2081826.7680 FAX (20818224898 '. ENGINEERS- NORTHNESt CONCRETE JAMB DESIGN (version 3.0) Sheet of 6869 Naodlawn Ave HE 1989•UPC . SEGALE 771 Seattle,Nashington 98115 03 :07 :53 06 -21 -1989 81(10 TRUCK ODOR pa 100 JAMB DATA height (ft) width lint thickness (in) add thickness (in) K factor parapet ht (ft) 13.00 30.00 5.50 0.00 0.80 0,00 SPANDREL DATA thickness(in) offset (in. + outward) 0.00 0.00 OPENINGS • LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 8.0 10.0 0.0 .0,0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psi): 14.3 out (psf)= 13.1 seismic... • zone 3 press (psf)= 19.3 impart fact = 1.00 ledger LL(plf): 0 DL (p1f)= 50 ecc (inl 2.0 7. LL w /seismic= 0 concentrated load LL(lbsl= 0 DL (lhsl= 0 ecc (int= 0,0 % LL w /seismic= 0 concentric load LLIplf): 0 DL (plfl= 0 7. LL w /seismic= 0 horiz load plf 1+ inward): 0 dist above floor(ft1= 0.0 REBAR DATA Vertical 3 114 d= 2.75 Horizontal min in ^2 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - autWard Case Pu.(kips) Mu (in-k) Phi +Mn (in -k) deft (in) Allow defllin) Comments Top of wall 1 0.4 7.9 33.32 0.02 0,83 case ok. 2 0.4 -7.1 33.32 -0.02 0.83 case ok 3 . 0.4 4.5 33.32 0,01 0.83 . case ok 4 0.5 7,8 33.44 0.02. 0.83 case ok 5 .0.5 -7.0 33.44 . -0;02 .0:83 case ok 6 0.5 4.6 33.44 0,01 '.'0.83 . case ok 7 0.7 0.1 . 33.72 0.00 0.83 case ok Bottom of wall :1 0,8 9.8 33.85 0.00 0.42 case ok 2 0;8 . -9.0 33.85 -0:00 0.42. case ak 3 0.8 5.7 33.85 0.00 0.42 case ok 4 0.9 9.7 34.06 0.00 0.42 case ak 5 0.9 -8.8 34.06 -0.00 0.42 case ok 6 . 0.9 5.7 34.06 0.00 0.42 case ok 7 1.2 0.0 34.53 0.00 0.42 case ok LOAD CASES 1) .901 + 1.3NL inward 2) .90L + 1.311L outward 3) .9DL + 1.43EQ 4) I.05DL + 1.28LL + 1.28NL inward 5) 1.0501 + 1.28LL + 1.28NL outward 6) 1.05DL + 1.281L + 1.4E8 . 7) 1.401 + 1.711 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied Lt. RECD CITY OF Tuttuit.A JUN 2, t utt.a1t1 ftrEpr. ENGINEERS- NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet of 6869 Woodlawn Ave NE 1988 UBC SEGALE 771 Seattle,Washington 99115 03:07:10 06 -21 -1989 8X10 TRUCK DOOR po 100 - JAMB DATA ' height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 13.00 24.00 . 5.50 • 0.00 0.80 ' 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 0.00 , 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 8.0 10.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 14.3 out (psf): 13.1 seismic... zone 3 press (psf): 20.3 import fact= 1.00 ledger LL(p1f1: 0 DL (pH): 50 ecc ,(in): 2.0 x LL w /seismic: 0 concentrated load LL(1bs1: 0. PL (lbs)= 0 ecc (in): 0.0 3 LL w /seismic: 0 concentric load LL(plfl: 0 DL (pif): 0 % LL W /seismic.: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 1 115 d: 3.75 Horizontal in in '2 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi +Mn (in -k) defl (in) Allow defl(in) Comments Top of wall 1 0.5 9.1 31.37 0.02 0.83 case ok 2 0.5 -8.2 31;37. -0.02 0.83 case ak - 3 0.5 4.8" 31.37 0.01 0.83 case ok 4 0.5 9.0 31.57 0.02 0.83 case ok 5 0.5 -8.1 31.57 -0.02 0.83 case ok. 6 0.5 4.8 31.57 0.01 0.83 case ak 7 0.7 0.1 32.05 0.00 0.83 • case ak Bottom of wall " 1 0.8 11.3 - 32.24 0.00 0.42 case ak 2 0,8 -10.3 32.24_ -0.00 0.42 . case ok 3 0.8 6.0 32.24 0.00 0.42 case ok 4 0.9 11.2 32.58 0.00 0.42 case ak 5 0.9 -10.2 .32.58 -0.00 0.42 case ok 6 0.9 6.0 32.58 0.00 0.42 rase ak 7 1.2 0.0 33.39 0.00 0.42 case ak LOAD CASES 1) .90L + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9D1 + 1.43E9 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.0501 + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4E0 7) 1.4DL + 1.7LL NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL flECE MD CITY OF .tuKimui JUN 2 9 1989 ElUILD1N( ter.. TO: PROM: oeitia,CA DATR: 7-5 SUSJICT: Cityf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433 -1800 Gary L. Vanousen, Mayor MEMORANDUM i$ t ' .i_. pizaiL4L,f3-ed_ ?YU - 3 0 - - (10 /T2.MEMO) JUL 10 '89 16:57 ENGINEERS NORTHWEST 522 -6698 DATE 4r7 T0: ATTN: FAX TRANSMISSION COVER SHEET P.1 ___Aiti .0741°LiZe__,_ 77:4" • NUMBER OF PAGES (COVER SHEET INCLUDED) 'SPECa- . STRUCTIONS: 4*�is�' !�, IAL w IF YOU DID NOT RECEIVE ALL P GES INDICATED ABOVE, PLEASE CALL �AT (206) 5214 ED 'fats iaLA ,1(!I 1 ' ; stay* * , jlE4 ZI ENGINEERS NORTHWEST 6869 MOODLMiN AVE. NE, STE. 205 SEATTLE, WA 98115 FAX (206) 522- -6698 NOLgtit '89 1 aENGINEERS NORTHWEST 522-6698 11 c P,2 June 23, 1989 Segale Corporation. 18010 Southcenter Parkway P.O. Box 88050 Tukwila, wA 98188 Attention; Steve Nelson Reference: Segale Bus Park Project 771 New opening Steve, Enclosed are calculations verifying that two new 8'-.Q" X 10'-,0 "truck doors may be cut into the existing panels. Additional reinforcing is not required. These doors are, located in the recessed concrete, panels on grid. K. The doors are centered 8 ft. either side of the panel ,joint'. halfway between grids 10 and 11. This will result.in.a 24 inch jamb from joint to door. Sincerely, ENGINEERS NORTHWEST, INC., R8. - CONSULTING ENGINEERS N6Y WOOOLA VN AVfNUR 14.111. (WATTLE, WA 46_1111 (204) 42442110 FAX (202) 622 -6440 JUL 10 '89 16 :58 ENGINEERS NORTHWEST 522= 6698 1 P.3 ENSINEI_RS- NORTNNE9T CONCRETE JAMB DESIGN (version 3.0) Sheet of 6869 Noodlawn Ave NE 1988 UDC SEBALE 771 •Seattle,Yashington 98115 03:07:10 04-21 -1989 RIO TRUCK DOOR 44 44 = = =rtsaz.._ =4eaae- =44Ber=__440. - -- .4 - -10 100!-_:.. a4= JAMB DATA height (ft) width tin) thickness (in) add thickness (in) K factor parapet it ift) 13,00 24.00 5.50 0.00 0.80 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 0.00 0.00 OPENINGS LEFT width (ft) height (ft) • RIGNT width (ft) height (ft) 8.0 10.0 •: 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADIN8 DATA untutored wind in (psf)4 seismic... zone ledger LL(p14)x concentrated load LL(lbs)4 concentric load Lt(plf1= horiz lard p14 (4 inward)* REBAR DATA Vertical 1 45 dm 3,75 14.3 out (psi)... 13.1 3 press (psf)4 20,3 ;apart facts 1.00 0 DL (plf)= 50 act (in)= 2.0 0 DL (Ibs)4 0 ecc (in)= 0.0 0 DL (plf)m 0 0 dist above floar(ft)= 0.0 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in -k) Top of wall 1 0.5 2 0,5 3 0,5 4 0.5 5 0.5 b 0.5 7 . 0.7 Bottaa of wall 1 0,8 2 0.8 3 0.8 4 0.9 5 0,9 6 0,9 7 1.2 LOAD CASES 1). 2) 3) 4) 5) b) 7) Horizontal min in42 / ft 0,13 LL ;( LL 7. LL wlseisaicm s /seiseicm w /sei sic= 0 0 0 - outward Phi +Mn (in -k) defl lir,) Allow def1(in) Consents 9,1 31.37 0.02 -8,2 31,37 -0.02 4.8 31.37 • 0,01 9.0 31,57 0.02 -9,1 31.57. 0.02. 4.8 •. 31.57 •0,01. 0.1 32,05 0.00 11,3 -10.3 6.0 11,2 -10.2 6.0. 0.0 ,9DL + 1,3111. inward .9DL + 1.311L outward .9D1 + 1.43ED 1.05DL + 1.28LL 4 1.28wL 1.050L + 1.28LL + 1.284L 1.05DL + 1.28LL + 1.4E0 1.4DL + 1.7LL inward outward 32.24 0,00 32.24 - 0.00. 32.24 0,00 32.58 0,00 52,58 -0,00 52.58 0,40 33.39. . .0,00 NOTE 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0,42 0,42 0.42 0.42. 0.42 0.42 0.42 case ok case ak case ok case ak case ak case ok case ok' case ak case ok case ok case ok case ak case ok case. ak in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL CITY OF TuicAnLA J UU110INEI 1E,Pr., JUL 10 '89 16!59 ENGINEERS NORTHWEST 522 -6698 ENGINEERS-NORTHWEST 6869 Waadlawn Ave NE 9eattle,Washington 98115 CONCRETE JAMB DESIGN (version 3.0) 1988 UDC 03107:53 06-21-1989 amar.- _w.tatir: --- mans- - -e0ss s pp 100 :..= = ==ms= sty= JAMB DATA height (ft) 13.00 SPANDREL DATA thickness(in) 0.00 OPENINGS LEFT MATERIAL DATA width tin) thickness (in) 30.00 5,50 offset (in. 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 8.0 10.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 + outward) Sheet of SHALE 771 8X10 TRUCK, DOOR P.4 • a-s add thickness (in) K factor parapet ht Ift) 0.00 0,80 0.00 LOADING DATA unfactared wind in (psf)= seismic... zone ledger LL(plfl- concentrated load LL(1hs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical 3 44 du 2.75 MOMENT AND DEFLECTION RESULTS + inward Casa Pu (kips) flu (in-k) Top of wall 1 2 3 4 r 5 6 7 Dottoa of 1 2 3 4 5 6 14.3 out (paf)= 13.1 3 press (psf)= 19.3 iaport fact= 1.00 0 DL (plf)= 50 ecc (in)= 2.0 0 DL (Ibs)= 0 ecc (fn)A 0.0 0 DL (plf)a 0 0 dist above flaar(ft1= 0.0 0.4 0.4 0,4 0,5 0.5 0,5 0.7 wall 0.8 0.8 0,8 0.9 0.9 0.9 7 1.2 LOAD CASES 1) 2) 3) 4) 5) 6) 7) 7.9 -7.1 4.5 7.8 -7.0 4.6 0.1 9.8 -9.0 5.7 9.7 -8.8 5.7 0.0 Horizontal cin in "2 / ft 0.13 1 LL w /sei imi c= LL w /aeissic= LL w /seismic= 0 0 0 - outward Phi +Mn (in -k) defl (in). Allow defl(in) Comments 33,32 0.02 0.83 case ok 33,32 0,02 0.83 case ok 33,32 0.01 0,83 case ok 33.44 0.02 0.83 case ak 33.44 -0.02 0,83 case ok 33.44 0.01 0.83 case ok 33.72 0.00 0.83 case ok .91)L + 1.3WL inward .901 + 1.381, outward .901 + 1.43E8 1.05DL + 1.28LL + 1.28WL inward 1.0501 + 1.28LL t 1.2811 outward 1.45D1 + 1.28LL + 1.4E0 1.40L + 1.7LL 33.85 0.00 0.42 case ok 33.85 -0.00 0.42 case ak 33.85 0,00 0.42 case nk 34.06 0,00 0.42 case ak 34.06 -0.00 0.42 case ok 34.06 0.00 0.42 case ok 34.53 0,00 0.42 case ak NOTE in cases 1), 2), 4), and 5) the LL used is I/2 of therapplimd LL RECEIVED CITY OF TUK.WIL A 1,11 . ;. BUIWINe U��• BUILDII`:1p PERMIT (POST WITH INSPL, TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5 46S/ DATE ISSUED: 7- /a) -Fs9 FEES DESCRIPTION ' AMOUNT RCPT # DATE BUILDING PERMIT FEE 72.00 0475 6 -29 -89 PLAN CHECK FEE 47.00 0475 6 -29 -89 BUILDING SURCHARGE 3.50 J475 6 -29 -89 ENERGY SURCHARGE OTHER: TOTAL • 122 50 PROJECT INFORMATION 18183 SEGALE PK DR "B" SUI VALU U ON 4,580.00 PROJECT NAME/TENANT GENERRA ASSESSOR ACCOUNT M 352304 -9119 TYPE OF 0 New Building ❑ AdditionXtXJ Tenant Improvement (commercial) U Demolition (building) Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: INSTALL (2) OVERHEAD DOORS IN EXISTING CONCRETE WALL. PROPERTY OWNER SEGALE BUSINESS PARK PHONE 575 -3200 ADDRESS P.O. BOX 88050 SEATTLE, WA ZIP 98138 CONTRACTOR SEGALE BUSINESS PARK 'PHONE 575 -2300 ADDRESS p. 0. BOX 88050 SEATTLE, WA ZIP 98138 WA. ST. CONTRACTOR'S LICENSE # SEGALBP15.1M5 EXP. DATE 7 -9 -89 ARCHITECT PHONE ADDRESS 'ZIP CODE COMPLIANCE USE FLOOR SQUARE SQUARE SQUARE • • SQUARE OCC. ••• SQUARE OCC. ••• TOTAL TOTAL C. ••1 TOTAL • TYPE OF CONSTRUCTION: UBC EDITION (yearn SETBACKS: N - S - E - 1 hereby certify that I have read and exa a •f:d this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized W - FIRE PROTECTION:QSprinklers Detectors 0 0 N/A UTILITY PERMITS REOUIRED Yes N o phrouph PubiiF Work,l ZONING:014 BAR/LAND USE CONDITIONSQYes �No CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR QQ�� �� ISSUANCE BY: (1) � ' 0��� BUILDING OFFICIAL know the same whether specified the provisions to sign ' DATE: p ,7 , to be t ue and correct. AM provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. 1 hereby certify that I have read and exa a •f:d this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized SIGNATURE: 4� DATE: -/E" PRINT NAME: COMPANY: 6c .04 %'I ►ICSS 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. CERTIFICATE OF j DATE ISSUED: OCCUPANCY NO. 5� N CITY OF TUKWILA APPROVED [3JIL_ G DIVISION Inc. /O x &`; P /f4Ni Vic c,4.._) ern' Qk hl`atdi 4 '.. .! I i ! I ! I I ! I I1I 1 I! I i I I 0 1,i TV {S INCA 2 1 1111111` I1111111j11111111 11111111111111111111111 1111i.1J111111 11(111. 111. 1111111{ 11111111111111 1111111111111111'1`1111 11111,1111111111111111111111 iI1111 3 4 5 6 I 7 9 10 0 t; NOT"-:: If the microfilmed document is less clear ,,..th nthis retiCC, it is cue to the n c uality CT the docume4nt. oc he tie L , e Se ie ec ; ze L bi 81 l 9. GL *7L Ei �Z R n� 6 � * 8` G 9 S is Z ww U i► ililliillllll1111InIIIIIi1lllllli I i =ill ,# 1 I I I I I,II ICI II,i illllllil�lll�ili,l iillfl lll1lllillililll�lllllllil ,III(IIIlIIIIIl 11111111111! IIIIIIIII11111illllllllll�l�lilllilll l!III + i i i 1 1 11 11 1 .— -- . ,1 �fiy 111111111111111111111111i111111�11111111111 MOH!! 111111111 1111h11111111.1W111l 1 111 i �: c ;''F �� .;' ,�. :.. , ,.f._ ,. ,p III i.11lilill , C- d is . }., •. _ 'f Y".r ri K .t'k �' 9 ;�;v.. .P,.4.� v'a- :s.; >,. ..g= }_._�s le •vur. ,. x•,T,._ 1.sY '�. 4y} . -�; . Y• .sue', *.c. r : �`.�. 'r ' "�.w- ui ..•`^ '% ' r ;.l%•'•` ..r .: ,." s �... �'_ :i> '�✓+ >•. .. ..[{.t%. ".•. .a>...°'. i%i .F- : •. �,�,. _.'C'r .[ •..c :..,,y - ,`Y.;` �y,.ytf'' -. -�:�' „a- ' •. .•.;,_. .r .,.. .. r.,_ .3 .... -._ ,z,�. .2 .A;d" -r,.., ._. ta: .�. .- .•. � <S.�s"� ..- .n - i,,t� ��"r^ �5� ,Gr'�'fi. n� '�9' r"3� - _, i -.f... ... _ �i'✓� ^`' '''�' a. 1•,i t may. �r .v ; . , .. s ..,•.,:.., .rt .; -'sa is. `�' • � .��. '. �'"«, Y - „rzr�,r. x Si[dJi) -R'cA> iA4'e•? LN'i1i'•!' {:j1 o eee BASIS 0PLAr'1 /ivy K'....�.,�. IV. 02 d 241/"E. L.,EG ENO 1 =`1" tit \'ti .That, portion of the Southwest Quarter of the Northeast Quarter and;:Gevernment Lot 5, and Government Lot 6, ALL in Section 35, Township 23 North, Range 4 East, W.M., in King County Washing - tCin, . described as follows: BEGINNING at a monument at the Northeast corner of the said ° the Northeast Quarter; thence South :'07•44 56" West, 470 feet; thence North 87°50'09" West, 628.86 ry feet; thence South 14 °28'47" West, 86.93 feet; thence North y5 °31'L3" West, 30 feet to the TRUE POINT OF. BEGINNING ;. thence South •14 ° 28' 41" West, 51.57 feet to a point of curve; thence along a curve to the left having a radius of 1,159.89 feet: through a central angle of 6 °47'39" an are distance of :137.54 feet; thence South 07°41'08" West, 206:95 feet to a point of-curve; thence along a curve to the right having a radius of 1,104.55 feet through a central, angle of 13e06'17" an arc distance of 252.63 feet; theneae South 20 °47'25" West, 784..34 feet to a point of curve; thence along a curve to 'the }right having a radius of 5C feet through a central angle of 92 °41'08" an arc distance of 80.88 feet; thence North 66 °31'27" West, 240.80 feet; thence North 17°28'13" East, e 1,424.06 feet; thence'South 87 °50'09" East 230.35 feet to '•+'a point. of curve; thence along a curve to the right having a eadibs of 40 feet through a central angle of 102°18'56" an arc distance of 71.42 feet to the TRUE POINT OF BEGINNING. RESERVING an easement for sidewalk and utility purposes over the Northerly 15.00 feet, over the Easterly 15.00 feet and over the Southwesterly 15.00 feet thereof. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. (5) Said relocated easement shall be appropriately documented by a supple - ment to this Assignment containing a'revised "legal'description and shall 'be insured at the expense of Owner by a title insurance company on the same basis as 'the original r•elocatable easement. (6) The expenses of such relocation, including the construction and sur- facing thereof, shall be the'sole responsibility of Owner or Owner's successors in title; PROVIDED, HOWEVER, that no such relocation shall be ,permitted if, in the opinion of independent real estate appraiser (M.A.I.), as selected by the RESERVING an easement far railroad purposes, .including, but not limited to maintrack, .lead track and spur tracks, as well as for access and storage, .over'that portion of thereof lying Westerly of. the Westerly building line produced. TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a. 60 foot wide strip of land surrounding and adjacent to the main building line which is described as follows: Beginning at a monument at the Northeast corner of the Southwest Quarter of. the Northeast Quarter of said Section 35; thence South 07 °44'56" West, 470.00 feet; thence Nor.; h 87'50'09" West, 706.58 feet; •t,tlence South 17'27'38" West, 163.31 feet. to the TRJE"POII,VT'OF BEGINNING; thence continuous South 17°27'38" West, 100:00 feet; thence North 72 °32'25" West, 20.00 .feet; thence South 17427'38" West, 320.00 feet; thence'South 72 °32'21" East, 20.00 feet: thence South 17'27'38" West, 150.00 feet; thence North 72" 32' 25 "West, 20.00 `feet; thexce South 17 °27'38" west, 580.79 'feet; thence South 72 °32'21" East, 20.00 feet; ,thence South l7 °27'38" West, 115:00 feet; thence North 72 °32'25 West, 200.10 feet; 'thence `North '17 °28'13" East, 1,165.88 feet; thence North 26 °01`52" East, 101.05 feet; thence South 72°'32'21 East, °184.85 feet to the TRUE POINT OF BEGINNING. . SUBJECT, HOWEVER, to the right of Owner and Owner's successors in title, to relocate said easement within Segale Business ' Par.k on the following terms and' conditions: Mortgagee, theefai,r market value of the secured property as of the date ox:el.ocation of said easement would be reduced by reason of such reloca- tion' below the fair cnarket value of the secured property as of the ''date of execution of this Assignment, as determined by the Mortgagee prior to the execution date hereof. The expenses of such appraiser shall be paid by the Owner or Owner's successor• in title. RESERVING an easement for common access purposes, including - ingress ' egress over the following described portion thereof: BEGINNING' at a monument at the Northeast corner of said South- west Quarter of the Northeast Quarter; thence South 07°44'56" West, 470.00 feet; thence North 87°50'09' Wert, 937.93 feet; thence :South South 1.7 ° 28' 13" West, 31.10 feet to the TRUE POINT OF BEGINNING; thence continuing South 17'28'13" West, 117.05 feet to a, point of curvature on a in 10 feet Westerly of the centerline of the railroad lead track; thence going in a Northeasterly direction along a curve to 'the right having a radius` of 393.51 feet, the ce'nter'of which bear South 59°35'08" East, through a eentrele angle of 15°24'35" an aec distance of 105.83 feet; thence North 10 °19'51" East, 27:76 feet; thence North 87'50'09" West, 35.00 feet to the TRUE POINT OF BEGINNING. RECEIVED (1) Any such relocation shall perpetuate similar rights of ileiresa, egress and'utilities to a public road; , (2) The width of said relocates easement and the physical surfacing thereof shall be similar to that of the initial easement; ()) The route of said relocated easement shall afford reasonably direct access to a public road ;; .(4) The legal rights of Mortgagee and Mor'tgagee's Successors hereunder in and to route of said relocated easement shall be aubstantial,ly . the same as with `respect to the route of the initial easement; FILE COPY I understand that the Plan Check approvals are sublet* to errors and oiz issions and approval of plans does net au'therize the viola-Hie) of any adopted cc:;e, or crdi nance. Rc -ceipt of contractor's copy of approved plans acisrt*Iedged. Permlt 14c1 I /e. ' 3Y CE, Rr /FY THAT THi$ Mrs +F' cQ, ?ecr[_Y R,E/='/7E.g/vr.$ A suixtfy Art-41.40E BY ME OR UA'OER MY O /,4EC7' /Oiv rH /,S /E' r ©.A Y" Of ACIO C/S r, /v E.'_oR/v�R, s ev. /v. . . f41 .54C-7" /c), .?5, 7.* 2,3J A/ , �. 4' E., , kV M• • A.TA . SURVEY .8 U /L. , /VG 7?/ SEGALE I ,A° ERtET I R 1�1i4 Ht 2161 9Tatty, L rid►:, 60001 mss. yii6. eNGINE.CRs LEACHMM4 ASSOCIATES, 'NC B \-., 4 .w4 PO 302 9 Remo t.1e.•,t ' �aaaivsY wr.oaara.�yfi�.� •1111+111 ►II11lI1i►111�I�i1�� 0 14.".. 1 2 erssal Wig 111' 111 !IIiIJ1 III Ijt' I II'' 1 I iii Iil III ... -I I: •' �;..+ ... { I I i 1 ( I I { ( { I ! lit Iii I�IiI'I III�� +�Ili.i.I +itLlili.Ii� ��I�I�IIIi +�+ll�+1i� +II�+I�f III 1i� 3 4 5 6 7 9 i 0 40 I'. NOrre if the rnlcrcfilmed oocument Is Tess clear thin this ? notice,' it • is cue 'to the quality ,erh'the o ieine, - documen*. F.c° f! /. LZ yc: ♦ _ `" : m:a•,.......�sti"'._ ... ,„- ,,,,, . - Ge /Z £G G' 1� OG 6l 81 Ll 9l r l +71 >rl Zl u {71 6 8 G 9 iil!I�ihllllll�illllil l�llifillli�lllilIwI{ ilwIlls �I I /I I I I I.. ' f ! I II � I Il it ,l lliill l Illlllllllllll�IIII�IL�IIIIIIIII�I ;;,llll�li l604 IIIOwiVIII !IIIIIIirIllnlll llllll1�inlNllllillllhilli l I cif 1 ,r !a ,: ; , ,; , . .III . I Ill I i f i 1, . >< F•i�Ji '4 a' *'�%..c .. . .k3 n.-,,....„.,,,,.,,,:„. r n ✓! " <i-�r r..;1.: - . •r "..i.i ••NI II� Illilll i >u _ �: "��.' -. s.. r,r ,,� ,� 4 ,Ssr =r ti ylil �.�r� �Illl II�S III ,:c,.,. 1�'... 1/�> ., .c .•yam; t y r {a¢+ .n.»S 'Q.. 'i3 `1f5 '� �!�A5� s, Ef'^_,. J� it TJ, 1T'✓ f31 Kf �1. 11 MADE IN6rRMN11, 12