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HomeMy WebLinkAboutPermit 4549 - Kaiser Development Company - Virginia MasonCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done T.I. Site Address 12682 Gateway Dr. Building Use Office Warehouse Property Owner Kaiser Development Co Address 300 Lakeside Drive, Oakland, CA Contractor SSG Corporation Address 12535 - 15th Avenue N.E. PERMIT # 4k-c-/ Control # 86-368 Suite # Assessors Tenant Virginia Mason Account # 152304 -9004 Phone # (415) 271 -5767 Zip 94643 Phone # 367 -9393 Zip 98125 FOR BUILDING PERMIT ONLY royal for Issuance b S q • Ft. Office Storage/ e Ware hous Retail Other Occ. Load 1st F1. 1229 2976 21947 5157 624 B -2 B -2 117 72 2nd Fl. Ord F1. Total Fire Protection: (jJ Sprinklers Q Detectors Zoning M -1 Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. 2nd F1. other other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL $ $100,000 Receipt # $ 640.00 Receipt # $ 416.00 Receipt # $ Receipt # $ 1.50 Receipt # $ Receipt # $ $ 1057.50 FOR SIGN PERMIT ONLY [I Permanent ❑ Temporary [l Single Face Building face Ei Double Face [[ Wall Mounted Setbacks: Front Square Footage of each sign face Special Conditions [] Free Standing Side Side Other Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. XAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO Y OTHER STATE OR LOCAL LAW REGULATING CONSTRU ION OR THE PERFORMANCE OF CONSTRUCTION. Signed__ . ( Date ft. /5 /8 . L C NSED CONTRACTORS DECLARATION r prov 1 usiness and Professions Code, and my liZ � cen )e is ) Cfull force and effect. Date / I HEREBY CERTIFY THAT I HAVE READ NO GOVERNING THI TYPE OF ORK WILL18 VIOLATE OR ANGEL E PROV I hereby affirm that 1 am 1i Contractor (signature)! ( ( ) ensed un 1 OWNER - BUILDER DECLARATION 1, as owner of the pro erty, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA -. , Building Division Is 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done T.I. Site Address 12682 Gateway Ur, Building Use Office Warehouse Property Owner Kaiser Development Co Address 300 Lakeside Drive, Oakland, CA Contractor SSG Corporation Address 12535 - 15th Avenue N.E. PERMIT # Control # 86-36S Suite # Tenant UTrglnia mason Assessors Account # 152304 -9004 Seattle Phone # (415) 2/1-5767 Zip 984643 Phone # 367 -9393 Zip 98125 FOR BUILDING PERMIT ONLY A•.roval for Issuance S Ft. Sq. Office Warehous Warehouse Retail Other Occ. Load 1st F. 1229 21947 5157 B -2 117 2nd F . 2976 624 B -2 72 3rd F1. Total Fire Protection: © Sprinklers Detectors Zoning M -1 Type of Construction Special Conditions b : Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 100,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # $ 640.00 Receipt # $ 416.00 Receipt # $ Receipt # $ 1.50 Receipt # $ Receipt # $ $ 1057.50 FOR SIGN PERMIT ONLY [I Permanent (J Temporary Q Single Face [] Double Face [] Wall Mounted Q Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING TH1 TYPE OF WORK WILL,BE'CO71PLIED/WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR ANCEL THE PROVISIONS /i OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION ,OR THE PERFORMANCE OF CONSTRUCTION. Signed_ ; ' . (. ( X . \" Date i ?. I hereby affirm that 1 am licensed and r provio 7 the— Business and Professions Code, and my iicen�e is in full force and effect. Contractor (signature) it ,' r� V 1 �/ `. Date / /r f,) L CENSED CONTRACTORS DECLARATION 1.) OWNER- BUILDER DECLARATION `( ) I, as owner of the p o erty, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the prpject. /� Owner (signature) Date GO — '89 -al k16 L°`�S"'YPY''ifNi CITY OF TUKWILA ,Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 U. . r..,. n...., w, w. m...... oan:. w. e. w,., r.,r.... mir.. x. ev+. w. a,.. w. r,.. ..vaw:nnrissvcr+irwrnw.nnsn:,w;t : a. r. r: aosuay.: r, eee:- rcn:s:.rtiarr..t,��K.rtr¢<.•�<m �SSZU tizVanr- '.^:euz:w.nn:.. Type of Inspecti /i�1�/ 22) Site Address /X2 t aZeccJdy t h, Requestor /%7ii6e LD,Pve'5 (SSG Special Instructions INSPEC1 N RECORD PERMIT # 4.5-5/y Date 02/3/F7 Date Wanted i/y /7 Project l%vyiy;a Phone # a .m /Y%dSfro-t Inspection Results /Comments: , C, re.t? �- Inspector Date -fr/r% CITY OF TUKWILA 3uilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECON RECORD PERMIT # Date / 7 Date Wanted //7 a.m. Site Address & � .D r. Project t/647.16; Requester Mtke 55,1/ Special Instructions rJnspection Results /Comments: Phone # Inspector Date / /3�� gittViaq,Yx4p, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 irr.<,rC:tvp:n•i wA:1 .1,. `�P'7'•d7i;iAR.", i,11WA- „v)!0 INSPECTION RECORD PERMIT # Date i- �7 -k-> Type of Inspection l e, Date Wanted 4.14,,/��-,� -�� Site Address ,7 6 C1 Dr, Project 'Requestor cep yy Phone # 3 y Special Instructions Inspection Results /Comments: Inspector ” *c4,vt, ;7 Date /,2g/87 CITY OF TUKWILA ,Building Division Tukwila,,tWashinetonBoulevard (206) 433 -1849 . er... r�wM•, iril�tFl. aM1 /.vti!�n�i.�: ^.1KeU:14'.:Lr�Ctli n0 INSPEct:ON RECORD PERMIT # i-l°i-f ti Date / Z. c.1— Y:7 Type of Inspection (140A. — ' c..- Date Wanted 1J-Ce/ �W. / v p.m. Site Address 1 a. fir . a<_:.r, .�( ��r Project �i:�.1 .. �.� / -/Zt�r . Q, Requestor \'z:, Phone # q,._./ - 7 c/ Special Instructions C Inspection Results /Comments: Inspector i'a''c X5 Date //2/A87 bki' SllnWrRmEnoKnemrun +n,n» +,....,,,.. «.o.r�w_ - n- .u...w,r,.......,.,..F,,....... ...,.w.....,,w«..w........... 76. ,04.1ti ni.4). WArYS` P. IY. SUildit9S!7.31Pii?'Pt�xaGS. • 'CITY OF TUKWILA .Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /0261',2- Requestoriyyf c INSPECCON RECORD PERMIT # Date / /3/P7 Date Wanted �V,/f7 a.m.0 Project ' � Phone # Special Instructions Inspection Results /Comments: Jyt.4ed „644,e6.1 Aur.,a...42 Inspector j6t Z4<;.—/-) Date //1/77 QAhktu: ...,a ...........+....,..,-....„.....- �..... „,............w.«.,w,.d. ,u.er...r. +.....,.....»ww. n.+ wa... u.., ww..✓, w. x,.N.xemwry >roer..i'.W.,[iiMl.�� AY'.! a7: t�;. 7Y: 1ti4K4': �.+ 1+° 4'.” J,' f12:,` d' X# N254:. �` kG; B,GSdi�"..52`1!;� %riS,'i"�y,�ii ',�'� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 1 2C, F Requestor Special Instructions INSPECc ON RECORD PERMIT # Date '5c-1 / —( —t 7 Date Wanted 7u , 'I13/' -, a.m. Project Phone # 11 j Inspection Results /Comments: Inspector k 's-r Date /,P'7 Crfl OF TUKWILA iBulldinq Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address / c ' z. Requestor Special Instructions .......,. .�,.. «.ww+.w.,e....�..rm..n..n. air+. tierw. rwhnw! racYrxrt. �. stM• roUrtLdlf���sYf:; yd` Yh' i`f�ldY.'C.'!Y'ii5 «��= 7".::'2k . INSPECON RECORD PERMIT # Date 1-- y'— / 7 Date Wanted Max. �2,%, 4/C1*-466; )4/Aw14),.. 0/ 7J V. Project Phone # .m. Inspection Results /Comments: Inspector 497//42' �u �� Date /f /z /,Q 2 h ,....C.....w....�. ewr.m..v«v.u�u CITY OF TUKWILA Building Division Tukwila,,tWashinaton Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address /o'? Requestor Special Instructions !. u)fiL. /aiLM Fa 6-cbbe wa,j_ - 1 .,,u.,....w.w.n..�.a•.rb. ...,.inuv:watluui. wr..!�r'w'.xry i+sY +i'.Y.f9'Y?Y}.yYJ.v.tYi t0.` SY. vl: z.~ tili`.k'.KC.'li)4jSb'll!E {�di:; INSPECriON RECORD PERMIT # Date L/5y q Date Wanted 2,/q 1 a.m. Project I/ i J/j/et/(440.1d 7'l Phone # Inspection Results /Comments: .4642 61ef,IEV .e..4A-9aer--- Inspector /1`'�4n .C��� Date J/9�.P`�' ' CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address 1-2-6 Requestor INSPECCON RECORD PERMIT # Date Date Wanted Project Phone # — 7-7 .11 "21a-•=2-4--) Special Instructions Inspection Results/Comments: e.tsi-ve 7 Inspector Date 'JfpvuC.ARYOlM -ny 'CITY OF TUKWILA auilding Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection / 'cvt Site Address M.G4 q '`' '`2 Requestor 244/7 +. ♦f, •I....xNt.t..rrlb \ r /7.4..t.1!I V.,.ynrNtatUWSV.V.g.ui.iitk INSPEC ON RECORD PERMIT # 4/59? Date 42A/K. Date Wanted Z.2. .2/i6 Project 1V9i✓lid Wd.ton Phone # Special Instructions Inspection Results /Comments: Inspector jeet%P7 Date /c.2- //V/ J CITY OF TUK ILA Central Permit System F -, `,.o,tcrol No. YO. Permit No. 'S" FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works a Fire Dept. ❑ Police ❑ Parks /Recreation Project Name i/ /lam s ///412 ;,*, 4 4 s AI / :Z. t' : �t° ..H�.. y 1,2e"/ c. - r Address Type of Permit(s) T !• This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () n; ( ) () () () () () () () () () Authorized Signature Date 1 This project is approved by this department: Authorized Signature '/? 57 3 r.7 Date CPS Form 3 1 DIMENSIONS TYPICAL CURB CUT DETAIL 1/2" • 1'- SECTION AT CURB CUT A • 5' -0" MIN. B •(o" • ■ D E SLOPED CONCRETE CURB CUT NOTES AND INSTRUCTIONS: 6' EXTRUDED CONCRETE CURB 6' EXTRUDED CONCRETE CURS BEYOND SLOPED. CONCRETE CURB 1/2' • 1' -0" PLAN REVIgW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY C • SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN 10 •V BY eLS DATE OUT _ MAHAN & SMITH, INC, Carlson Associates 12/18/86 City of Tukwila Dept. of Bldg. 6200 Southcenter Blvd. Tukwila Wa. 98188 Re: Virginia Mason, aiser GatewayProjec 12682 Gateway Dr. Tukwila Wa. ,p emit ,1 } 4549, .a P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Gentlemen: We certify that all required inspections have been made and that to the best of our knowledge all items under our surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made on 12/12/86 on the above project. Sincerely, -JD .C.).31,0D-Z-ZI)"-i Frank W. Carlson cc: S.S.G. Corp. Mackenzie /Saito Construction Inspection & Related Tests Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820-1018 INSPECTION REPORT OF CONCRETE ED, STRUCTURAL STEEL 0, PROJECT Virginia Mason, Kaiser Gateway ! JOB NO. CA 519 PERMIT NO. 4549 ADDRESS 12682 ateway Dr. Tukwila Wa." 0 FABRICATOR ARCHITECT Mackenzie/Sait 0 CONTRACTOR o S.S.G. Corp. INSPECTOR DATE REPORT 1A4/ay22g_c=- '2 - / Z - 4:52Preriq A .--) , 1 1, . • /i 4)741/4,N,irivl one; (k.4) 1 -4(1-.1f/7,o r ) e2\ 614 y p q -3 w/kr- hi-F.zird ele--4.1 (12/re):•:firt:i.,9-7 h/14:' ,, tg, AJ 6d/1* re Yit iZ A 0 51 /1 0 ei r-7, , ,, r "t-? , T ' —re r /1);1/). Vi/i ? i .4,7,..p/ LQ/7-7--i' /. - • '-41 --:-- /-4/7 2, .. f.1) 0174 4/ i'' (/-ee,t-, ,f 2 7//P14(6161//r 1; ....... i' )/2L, 0 -, 3 7- 71177 1. n".-7p-ri. 646 h (ryt•s /-.4.715-'illiZr.,D •_1.'s)?7,/.:./4--/ AJ,,,f) I' C 7/ t Al ) t • 1 pilt .4; .),)1/ eicilit: ! ' I c Carlson Associates Itstruction Inspection d Related Tests REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 12/12 , 19 86 Client. S.S•G. Corp. Project• Address• Job. No CA 519 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 4549 o K.' -- . -wa 12682 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Architect: Mackenzie /Saito Concrete Supplier: Stoneway Cast by Mark Jeong Sub-Contractor. Engineer: same Weather: Cloudy Location of Concrete Placement: Temp. high: 43 Interior column footings 2 ea. Temp. low. tt Strength Requirement: 3000 PSI @ 28 days Slump Cement Type: I No. of sacks: Mix # 2 Entrained Air Admix, Amount: Brand: Admix, Amount. Brand: Coarse agg. size: 7/8 Type: natural Fine Agg. Size: bldg. oc Specimen No. Specimen Type Test Q Days Register Number Date Recd. Date Tested Total Load Area Unit Lood PSI Report No. 1 A B 6 x 12 cyl 7 1904 12/12 12/19 99,500 28.27 3520 1 28 1905 1/9 150,000 5310 2 C 28 1906 1/9 148,500 5250 2 D 1 E F Remarks. 2 cy placed. FRANK W. CARLSON b Carlson Associates ri ,v. RECENT ;instruction Inspection El Related Tests CITY OF TLJK,1, REPORT OF CONCRETE TEST SPECIMENS Date Molded: 12 12 , 19 86 Job. No CA 519 PERMIT NO 4549 Client• S.S.G. Corp. Project. Virginia Mason, Kaiser Gateway Address. 12682 Gateway Dr. Tukwila Wa. P.O. BOX 3443 BI11LDiNCI DE pr; KIRKLAND, WASHINGTON 98083 (206) 820 -1018 S.S.G. Corp. Sub-Contractor Architect: Mackenzie /Saito Engineer: same Concrete Supplier: Stoneway Cast by Mark Jeong Weather: Cloudy Location of Concrete Placement. Temp. high: 43 Interior column footings 2 ea. Contractor: Temp. low. Strength Requirement: 3000 pSl @ 28 days Slump. 4" Cement Type: I No. of sacks• Mix # 2 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse egg. size: 7/8 Type: natural Fine Agg. Size. bldg. Sp.cim.n No. Specimen Typ. T.st P Days R.plst.r Number Dar. R.e'd. Dat. T.st.d Total Lood Ar.o Unit Load PSI R.port No. 1 A 6 x 12 cyl 7 1904 12/12 12/19 99,500 28.27 3520 1 B 28 1905 1/9 C 28 1906 1/9 D E F Remarks 2 cy placed. FRANK W. CARLSON MEM Carlson Associates .JAN 1° 1981 Construction Inspection N Related Tests ETV OP 'Tur:WILA PLANNING: DEPT. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 TSPECTION REPORT OF %CONCRETE ❑, STRUCTURAL STEEL ❑, �i/71i2.)//',/6-- ❑ I% 11- 4. / ♦ J r' / 1 JOB NO 04 5 PROJECT �i ' /�. / , . ' /? � �' CCC/ /t :_ � t �; � 1. 1 1; 1, � �/ /�(r ; r f; PGA 733 PERMIT NO. ADDRESS :.{P 141 l.I'.!.li 44't ARCHITECT It 4"Ki2E"{2.- i•76-41'1'C:5 -r'v�(_() (4.4 a)1 El FABRICATOR CONTRACTOR J- (1/..., ft.� INSP7:7)/4"-: CTOR DATE REPORT ,�," % ll . ?/9- 6 V <C(/t (( t. /,U` ^I'Y -iK 7 'L 9 Az'"? ! . "t` 1 !'!i i "'r '7 n ' �r (?. / _" Ti's /' //.,r �!'r' /ii,rr, _ ?p) /)1 -.. 77/: A,/4.- �.7lctl /lit 3/ //, 7 L! .-.1d;{' /7av,cA -, i, (t t i 1 c- f , r `r r. i (/61X(7, : , fi• �ti'.r C ,-)°r - i/py;I I, );)/ / , . !/(1f/V'- r: . x:•.117 /HY'r/;ir.7 Visually inspected welding performed on beam pockets to existing columns for mezzanine floor. All fillet welds appear satisfactory. Welding conducted by the WABO certified welder Adam Wolff (4/1/87) using E-70 series electrodes. It IF Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 December 1, 1986 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -17 (Virginia Mason) Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Exit signs redlined on the drawings are per Paul Makowicki of MacKenzie /Saito. All our comments have been answered satisfactorily. Sincerely, MAHAN & DESALVO Bridget Smith cc: Paul Makowicki MacKenzie /Saito .300 -120th Avenue NE Bldg 3, Suite 233 Bellevue, Washington 98005 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 824.8150 November 19, 1986 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -17 (Virginia Mason) Dear Mr. Griffin, CITY OF TOKWILA Now 24 1986 BUILDING DEM We have received drawings and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. Detail 10 /A -3, use of ST strap is an inadequate connector to satisfy Section 2310. Use appropriate connector and show adequacy. 2. 1 -1/2" anchor bolt embedment is inadequate. Embedment length for 1/4" diameter bolts is *2 -1/2" per Table 26 -G. 7yPa -D714 c+ sold rice lead akdI %IIee.f. 6 A' Ordinance 1. Show location of exit signs at the warehouse and print office. Regulations for Barrier Free Facilities 1. 18" is required on the strike side of the shower door. Please provide. Washington State Energy Code 1. Our comment has been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: MacKenzie /Saito Architects Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 November 10, 1986 3119 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Re: Plan Review 86 -T -17 (Virginia Mason) Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5. through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. Detail 10 /A -3, use of ST strap is an inadequate connector to satisfy Section 2310. Use appropriate connector and show adequacy. 2. 1 -1/2" anchor bolt embedment is inadequate. Embedment length for 1/4" diameter bolts is 2 -1/2" per Table 26 -G. If the 3 -1/2" maximum called out on the drawings is used, how is cover attained? Call out minimum cover on the drawings. Ordinance 1. Show compliance with Section 3306 for stairway at Grid Line "D ". 2. Provide exit signs at warehouse and print office. Regulations for Barrier Free Facilities 1. Show adequate distance at the strike side of the shower door. 2. Lavatory height is in violation of Section 511(b)1. Provide maximum lavatory height from floor. NOV .121986 C1TY 677- rUi:WiLA PLANN_NG DLP-7' —,—, 9 November 10, 1986 Duane :Griffin City.of .Tukwila .Re: Plan Review 86 -T--17 Page•Two. • Washington'State Energy Code Energy calculations made assumptions on insulation to show compliance with the. Washington State Energy Code. If :the plans for the building are intended'to be different, change the calcu- lations to show the new assumptions are in compliance. Please call if you have any questions. Sincerely, MADAN & DESALVO Bridget Smith, cc: MacKenzie /Saito 300 -120th Avenue NE Bellevue, Washington 98005 1909 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1500 Gary 1. VanDusen, Mayor Mr. Paul Makowicki. 300 - 120th Avenue N.E. Building #3, Suite 233 Bellevue, WA 98005 Dear Paul: November 3, 1986 In reviewing the most recent tenant improvement for Kaiser Phase I, Build- ing #2, I have several suggestions that would facilitate future review. The base drawings should show the lot lines as approved in the Short Plat.. I have enclosed a copy of the survey. In addition, the roadway (although not yet dedicated) should be identified and labeled with•its name. The total square footage of building number 2 should include .the mezzanine' area which the city considers as floor area and is used in calculating parking demand. My calculations show a total floor area size of 90,118 square feet and 32,700 square feet of tenant space for Virginia Mason. If you'd like to discuss the above. comments please call me at 433 - 1848.. I believe these items if clearly identified on your applications and plans • .will facilitate accurate and timely review of your proposals.' Thank you. Sincerely, O. Moira Carr Bradshaw Assistant Planner MCB /sjn Mahan&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 October 30, 1986 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -17 (Virginia Mason) Dear Mr. Griffin, We have received drawings and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. Floor framing, what are TJI's framing into at the stairs? 2. Clarify shear walls on the drawings, for the East West lateral loads. 3. Provide detail of connection at the end of the 6- 3/4x24 glu -lam at Grid B /4. 4. Strap is an inadequate type of connector for use shown in Detail 10 /A -3. Choose appropriate connector and show adequacy. 5. Detail 7/A -3, show weld, column to base plate. 6. Call out embedment length of all anchors and parabolts. Call out size of anchors. How is cover and embedment attained where anchors are driven into a slab? Ordinance 1. 7" stair riser doesn't work out with landing and floor height. Correct. 2. Dimension extension of handrail at stair. Dimension landing 3. Show compliance with Chapter 33 stairway at Grid D. 4. Provide exit signs at warehouse and print office. 5. Change print office door to swing in the direction of travel. OCT 3 3.1986 Cil -Y (J� TUKVviLA PLANNING DEPT. •Oa • October 30, 1986 Mr. Duane Griffin City of Tukwila Re: Plan Review 86 -T -17 Page Two . Provide width dimension of all corridor space on second floor. . There appears to be a violation of Section 5407 at the shower doors. Regulations for Barrier Free Facilities, 1. Provide adequate dimensions for the shower in plan. Also show shower head height. If door swings out, show adequate distance at strike side of door. 2. Provide lavatory clear and counter height and lower edge of mirror height. 3. Curb cut side slopes are inadequate. Washington State Energy Code 1. Call out, on the drawings, insulation at other than office walls. Please call if you have any questions. MAHAN & DESALVO Bridget Smith cc: MacKenzie /Saito Architects City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Prevention Review Control #86 -368 October 29, 1986 Re: Virginia Mason - 12682 Gateway Drive Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: (Storage of flammable or combustible liquids, etc.) 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a Rey or any special knowledge or effort. (UFC 12.104b) 3. EXIT signs shall be installed at required exit doorways and wher otherwise necessary to clearly indicate the direction of gress. Signs shall be of a contrasting City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 • City of Tukwila Fire Department Page number 2 ir; Gary VanDusen Mayor Hubert H. Crawley Fire Chief color with the surrounding area and shall have letters not less than six inches high with a. minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 4. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 5. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, ]. -9.1) 6. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of. Labor & Industries. 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) Yours truly, 4Per7,,aicA The Tukwila Fire Prevention Bureau cc: T.F.D. File slj Clty of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 iC City of Tukwila Hubert H. Crawley Fire Chief Fire Deportment OFFICE MEMO TO: Building Department FROM: . Doug Gibbs, Fi re Marshal SUBJECT: VIRGINIA MASON -12682 'Gateway Drive . DATE: ' October 29, 1986 Should the second floor exit dump into print office? It seems to me that we have two exits from second floor - both exiting through adjoining rooms - (Not permitted by UBC 3303(e), unless you consider the open office at front to be a lobby or reception room constructed as required for corridors. .� bro 11+ 4,.6 ►golf ++ 5-1.41-815- Cohon.Q cull) aid site surd 516 . .. (9V)1 1.V. /Wpygct ,' �. �(r:Y&414 fit ¢ CO-tP .p. o 4 At/ pl , d.11.ea cklA /1 <.Q,., e x.1.4 5 •�, r � p /a-1., .,- is c7cc -ce,7 c e L )Oli • 08c: // /F)('.; o City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575.4404 �" 7 ] ADDRESS: v R '1±.11A ��1,osO THERMAL PERFORMANCE CRITERIA .1 55452. ooq Heat Type: j] El ctric Resistance Climatic Zone: ill Assembly from Table U Valve• Ma (Sq. FL); U x A U tt A x GT \Alall . 25 17-3.6PO ; .l d©Z-- ? 1 ei0 735 I4n5, jai 3 UJ 2 Z O Ceiling /Roof . 0 5s Floor 421.7 158'4.9 21x5OO 12.f €0 CRITERIA TOTAL f (p, Z.c6-O !Slab Perimeter insulation* From Tables 4 -1, 4-2, Washington State Energy Code PROPOSED DESIGN Assembly U(1) Area(1) U x A U x A x DT all R11 't.i A = i • 675 5 -74/ 6 +31 .. 713(9.8 R1L H// Lr _ 37 .075 5 70 5 421.7 158'4.9 .� Rlq w f pr = 52. '.04'j 1...11n- WI. Co 5335..2 WINDOWS LET • is • 55 403 27-1 • 3`IS9 •.,. - : .AT =sz .SS )7(04 9 1 04 0 or cr 3'7 55 Z ( • 1) 42e) 004744«es 6T = 3-) •S& '73 if X2.5 IS X37 R00F R -11 Sr ?37 • o', 1 54.50 772 Z'65$2- -=s R - 30 tT.SZ4 • 034 75S ZS(o'O 1')3417 Floor 4DX5D V52W0 PROPOSE".. TOTAL (2) 1C9'2,515 lSlab Perimeter insulation (3) R- (1) Calculated (2) Proposed total must be equal to or less than the criteria total (3) Must be equal to or greater than crfterta R - Value Element • =u-- >� /e. MOTE: Copy *is page for as many fors as tfie biking has almargi cowc:. r-1, QcliS BOG • Framing Ratio (y appe) • • 1 •, . 1, SKETCH OF ELEMENT NOT• mg TA patt.4.,,►C ' ruP s ' Material Thickness Inches R/In Thickness R Value Solid R value Cavity DI/1'510r AIL- • 1 1 C oN 012.Tm • Z 1. 0 IA "' ' GYP /z• , 4 5 1NSIAz. At .00t, • Summation R Values /3. U • IIR • 07 6 U Valve for Qamont (Avg.) as Area of Element' • (4,, • Area of Dement Is net area aver op.nb gs such as doors, windows and sky fights haw been subtracted. Element NOTE Copy this page for as many form as the baking has elements i1 C:UtJ G i t CuTS►De [t ASP- i , SKETCH OF ELEMENT Framing Ratio (if applicable) se R19 U Value for Element (Avg.) Is Area of Element* • • Area of Element Is net area after openings such u doors, windows and skylights have been subtracted. Material Thickness Inches R/In Thickness R Value Solid R value '' Cavity e.../ti. 5 •z 1.0 • I/. 2 Co1i? 1,2 . -45 • • . Summation R Values Z 1. $ 0 U•1/R • 041 U Value for Element (Avg.) Is Area of Element* • • Area of Element Is net area after openings such u doors, windows and skylights have been subtracted. • • • Element t, RooF w/ R11 NOTE Copy this page for as may forms as the bulking has elements SKETCH OF ELEMENT Framing Ratio (if applicable) • 2X4 Malaria! •Thickness Inches R/In Thickness R Value Solid R value '• Cavity C') 511E A112. •17 • .11 • • 11 roll.'; -UP R 60 '33 • 33 •'53 c/6 PLY 1-.1 ,90 .•(a5 ,&5" • roe 2-X4 t, Z4" `' /c- 3•5 R -to 1ci lei INS1De Am_ • (0 I • Co I • C0 ( R —(�i !9 Summation R Values ) 5. 2(, 20.1 Co u.1/R •OCoCo •05 U Value for Element (Avg.) • .2 (.O (A(o' -h 2 - I .O$) .0S L1 z4 Area of Dement• • • Area of Element is net area after openings such as doors, windows and skylights have been subtracted. Element Pc)c)-C w/g.36 NOTE: Copy Mk page for as many forms as the baking has elements SKETCH OF ELEMENT Framing Ratio (if applicable) • Material MIEFIIMEM friWNI f � rte, Thickness Inches ft/In /In Thickness R Value Solid R value '' Cavity s/7 ./7 •/ j 3 ,3> a 3 •. 6 5 /6 5 r5 iz ,' X 6? 2' "C . 3-5 ?- /v • • /0 0 ' • Summation R Values / •r iG 3426 U • 1/R ip,l6 ,O3/ U Value for Element (Avg.) • 2, . C 6 6, • (• 031 Area of Element* al .v3'¢V �.�3V13 7) :3rA • Area of Element Is net area alter openings such as doors, windows and skylights haw been subtracted. BY -rM R DATE 5 /z1/6S CHKO.BY DATE JOB* -fu K \<,/ ILA 3uIL.cIW G dt L �r -o o-T'1 N Ca [cE► GIN � B f' = 2.000 P F 0 -r'PI cif , "REAL. 1-0A0 5 1' ('3. «. If.1TEKIOR FOOT Ialca -LMACKENZIE ENGINEERING INCORPORATED - CONSULTING ENGINEERS SHEET NO. OF 2700 PS PI' " f= IJL.L. 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BANCROFT STREET PORTLAND, OREGON 97201 (603) 224-9560 BY DATE 1 '-- 1� -Q4� q JOB NO 38�4-yZ' 04' SHT 3 OF 10 • (z) •^�� �, G oGl�i�i✓ lid /l> ��, Wee, -9 fk4,4 y )A -,..SX OM o J pp TJ GAG. J. /ieA-A. 6'Z ,tG > Z9 0 e 14-,..5-4. 2-8 : 1 Z 3 ir i' * 4,BZ )J) f b )1, 3,9 4-. ►1 ,e e s ) o ,_. O' h � 4' r I,s-7\ 9 5;3 . JeCx a- 2 Sot e.fril Ph 4-, >a "t 6__&_‘ib '7' z )Z7 Gei,1% --,r) ,r-= 17.17 4 a)gl' 4fe> ✓' GeG► y 4' % a rc 4- Gif >E w.41-x 41- 2 MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY • DATE JOB NO 30"--4-74"4107, o o 7 SHT 4- OF la ca k.1 1, # yoe� 3�c x /f/v e1/1 2o,d lo,s"iz =,11 .- -d' 'o 'e z1.e; 7#ac. 45f- c,„, A /74. irk le-1J 1i36-> o0 /1J7o ✓E '4t W o) /e, 3�- 6 x,v! -‘°x #4t- 4))4- 1 - pry oPleV MACKENZIE ENGINEERING INCORPORATED 0890 B.W. BANCROFT STREET PORTLAND, OREGON 97201 (603) 224-9560 BY �, DATE • d --' 1386 JOB NO - 38571114e, 0`37 BHT. OF I D 4 0^ iaA FLL G'10 f) TG , sXlf•-• GeV, —"BxBx )j4 774 1pitsw 182". >92. 6 G //JO' „u) AJi✓, G�/,./GG 'i 738 1 �a : 7;57 � 97z �1 ) JB,v r drx¢6 • z76 5:4f- .21_7f_ .* .�Sx8 o,<��11ao z3rt7 6, ,Z1< 1,2 6) .t - G-e /� S J L' dicey 2Z' 134-1 8 7471-2- G = 2.1.- 6" z..1° /S //T�v✓,4)' MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY DATE lo- /8-- /. JOB NO a SHT 6 OF • (, v✓ Zy-74 Gr =x,14 ✓sv... Zs K).ox1, /a-v✓; v. /4' v✓ D�.e0GTo"/ ee/Jop v✓4/<G1 .10 , it so- 6/ Z �oi✓Gi ac S� X z y ' ,'/)p v1AP.*; s//00,e- x43 s oG/l'Ti6�/ w,Q`! 3#0,1,,C 1E9.0 FAf7w.✓LG G/9peo GoAD.0 % w.176P6 L)B o ) F %A7 " tee ,✓.G' /,✓6 /41/1//,- �fif�1'G 9 ,k./.a'w.aoJ'GFj GYM BD, 0,01, _At,0 je.00 w' 1Pi1 G /"/* - 7 1frG l3G•�G.� ALL �pG6yS !/1� si.�/�'fe�.✓ 1y6 -024- 6j' m00%' p441_'X jam, 1i87sxJ, 33 z Z��O,� yZ�T ✓,21- /A/x.9 MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY '41, fI DATE 0-- lg—�i JOB NO 3�.s•¢t32i0oI SHT. 7 OF 16 4 ci C1?) E ---* w.✓ ',,e G" eT,.t/. v1Go io ns# !WA - X 72-)0-Sca . 7,, Z .� _ 11,1 /7z i �ll•l >G PGA' 3.3 4 CD pv/m,y, _ /Ss 80/ ►./ /,ti,✓, ,✓4JZJ,'G �J�x , �✓ ?N rs/��,e - 4573 PG` -YJ r�.v, .1/.0, v7-400P.' is;q, )4.4.5 ?. 19/ 71 0 x.3c /Jo .i, J z.-g.j`X I K 3.3 J, � 1,6' 1,3'� ,7.ix )1 ix )7x 1. o x z7S /Z 193 /li✓JG� 67Pf,Xx.3AC�,.�XZ Z x=2)3 ie- e -7J PIP PhP s z ;�f 4-. °< G✓,� c� / x =BSS �jr" df�i s /i'%'/'Jo,✓ srz2 /.S i AIL vi.e% 6-41/i/0 MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (603) 224.9560 mob BY A•�I DATE %8-49-8` JOB NO 0.--4-74-BZ' "7 0 SHT. a4ir OF s> GAP ,e. G' / ' Pe✓L l /ei/G 4-) �✓�GE�GE,ej Sz 1,, z2 8�/ PGA -.4•-446 l3, 60./4,1 T� G.I.I�i✓ �� y 7 e' P fii✓�� -4400,41 s+/ /o c✓ I Y fP�G /i✓li ,� ��) 1, 4,8 ' c ; 1� sJZS� 04"/z) G/JJ; G- 3 $ < ) $ Gam, G' ) Z G n//40,04., = 3, ,� > 2, 4- x:"q -p8 .2',c 74-0 01' G/A/E v7 v✓/ G.���r✓�y �G��r Z MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY #4 DATE q JOB NO $�-5 gf,g9°/ I° SHT, 1 OF • N. • 4 .S'i,/.e 1) ; G�B=� c ✓� ,�%x ,Jg> x'` M= ,e. v,6'2 X Z) J7-,e/4/0 e G �� ► /l°XZ� � Z 44" M�Z►%� /G/ - Se.::ZOi#.. s )1 .3 jr3 /1C )a.) !n' ,✓%/27 .07)31,1/ i113 )1I4- T 3� fa�r��E.,� sr/��o�1 /�✓G s>,ei,t0-0:es M = h �.S. f- ,�,irz 6i45 2 A-x l 2 0. *`'Z Z+ Z 4"X) 4' D,F o-e ley* ✓JG%% %it .y.�sa,✓ MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 22■.9550 AIM BY • DATE / — /�� JOB NO 3�Ss¢ ii C SHT. ° OF BY "1� l V DATE CHKO. BY DATE JOB * 3e 4.4-0\ , 1 p•�= 2 In,:: i X -"(JG'`Jr �3 o . 4 NZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS amennears SHEET NO. OF do..•' DATE 5/11ll5 DATE ,' // 1/... 11 • 6 T1 .'. I.•i I : 5o._ 0" Alt TITU MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS SHEET NO. OF r L L _ A • r, f /i ter;•. • r� '! _ — — — J toJ{1 NV f. , #0.6.• GNT•kr 644E1- , dc.-n. J A- I► 5E1.VICE I.og10., 1 w moor 1.1,, wgoer 01. • ay RtiP sgo .r gee b1. W**. Pe4P • tkum LECq �t7GT I ou ' 1' ' C1' '.. c - c. a� F Nt. F Wine- a 21 -a" -rip -- r ;'4: SOLO Q4/ 5E1VHu• * a&4E rz .c • . FKOr1 Iv11.10 .14.5 _t?.��. • i,}i• `'. "tit 6e rd-:-i —1 •- BY, GATE _ f CHKD.BY DATE JOB* q sr L Z• 1\1 1 ar?.., +"41 --t ic_LJLL.A rt. f ''• 1).1.'. ' < I� 6:K6dZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS 4INWICIIIIIN11131180r11110411011111,1411011uo ioRtt4• SHEET NO OF tat 136-PLf r•- _ L_ 1 a i ! �: 1 1J L t_L1J J 2' �r SbGfr % �yl "•'u ./01 rrf COorfr Top ! - -... /14th s 74 M s (2. L.) cabs' /s 7 p l/r / ,4 Top 1/o6xG�= &3y/Cl( ofr' # /a6 6 %/ (1 74 D 1.4 (.,ar (izSz) 0 1.4 (•6ai/ •I- . 72 6) /•7 ( • ) O. 4 (. o /ox €' (CJ)be 6.13 Atli tyl 4.0 .y49 Ass 54V fLiet %942 •rt1 )1.7Zlb. ,z' LL 2• $2 DL 72(, L c. 8 b "2-- .', = /.4.,,.7(e I.oy r.i•() 41'4. = .4Vrhe /• 9")a• 4e' load: ?,Z(.4'If Z7S" 6-0 • / . l o ti d Z . dx60 1 � /. n(244/6,1, r ?Oa , (7.r4/9 Zr. 2,7,„ 171 zy a / G/(46 /g) :: ( /.87647 l =4.{{ rR "fbr .) /2 - 4-2 �' J�pN' VI4 z, i? IL` c L - 1**1 Yt,Z ties sx s "vim, Z GS.,,404 ; Rd+ V s.11s Ss. S'7 c70,p4z.40e Tac•ov',ae t•t:.•. #.7:k14i I).0•w- A\ , S' > .#4, .Q :. so al 7 S _.007S65 �'S,.;J�.oaLr .. '• or..44(r 'JfeT ¢ 6/ � Nei? p,5 e. /: o, c ri DATE CHKD.BY DATE JOB * 1 d LLB'• . MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS "Z)ro GA Q+■e',•st 12‘..15 — SHEET NO..__2e--_OF 25•" I 254 103 I -1 103 / ....../..:. µ td�o __-- � 1204.. s. r.e / is tif. it. 2.1P / . IT I j It•! (3,:)(lf)/'- 17+1. ti • tr 1 -400 •••-•-••• .•••-•-••• ---• - • R � r 0 � � std 1(1/1 L); ", i l o p J Pot, "pet c.A4 CL Of 7. eV CNKO. BY .ws of DATE ---o c1 : & 9 �I = !00% - 'N%.... !r •96 ><iV• o sp. d _ ' Sa (0.2: Sr' IACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS AD.,: 1 V7 S-r A 3. r•0_, i:zx) (e. IMOICKaileninne1089040MINIORAIPO 6110111141INPIW SHEET OF 2-o le- G,L� :.. •q , 6SA3xa�j ' C7.161-3)m •11-M = zIr-, At ;93 -t-,,p _-$4s is A.s :.:2;. 4 T2:4 = 4 .. ALS ■_26 " /.' s ... •+s.r = Y 3)M f � Jt't - ' ✓�i y %j ti • • • • • ••••••••••••••••••••.••.L:i..••••.•••r. ••••••••• 4••• • •.«• ••.••••• ....• • • .• • _• ..... __ _ ._.__ . . �_ _ .....�... •. . _ ___ _ _ .. BY DATE CHKD.BY DATE .wes /- /;.0 L Y 5 / S It'd • .} MACKtNZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS 411111011.JOISPUM110111006.10Nolltar• SHEET NO._4 OF 31 7 ei / 2e, it 1• , f r.l / w•, 24 •� ,� i ""'T J • DATE CHKD.BY DATE JOB# . in' / =.e es Y ✓� 44 s44 •i/ 1 f1 _V 5 V u C H l0 a,)/ f•� � � 1.7L f0l,t•/"E Is M v•v v, - 24 V 2x. / /xa0K2! _ ?(r,w «- ° lr.r - Ve, •= (:. d, V„ _ r k. V.: O - r' a1C le, = j' I I x / to 2I 41.& / ACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS IIIRD NOPAI PIAIOOSINSO NININKRUpe 0A1N1r410>tli11 SHEET NO. OF ,l, /10 V =+3e- !i ,Va+2) elp = 200m -1 .7r1f x4. s- aaY.! la.6n4 k�; •o9 rs i . qi 0IC. r. • zo6 It -t MN 1 SIcavAci4e lTert..t 4404/11. : '"1 144 BY ° DATE V'1/ /7 PiC 0:e t {r C CO" CHKD.BY DATE JOB* /,)f/e7.1 e. Remc/i'-1 G AaC, -d-% -(e f 41 = /4) 1 sV Wirt_ 1 i-, = G,�• y 1 TL 1_. r. 47e. y 4. �• IIU • CKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS INMOIOONIII I1110N411800MriIO p• SHEET NO.--(rff_ OF Y lu Y T - v1,4 •')s ( 1 •,+ i ry b�s/L, d_4..e =zY.F )Vd , .11 0. S.r-r33 : V,4IC- 564 . /5('. ‘1,1..-_, 47 > /$ 04Gx Vo :. /Dr: Ad = 10Ir •O r 4S,Sx Z .>! •- 87 '-- > 4.7 d'. '_J Ma 'Q ..7...o02-6- .002 -S j Ay = .oOal" A .r:) x 11 .l7'7 47 4.- co. /2 0C. /(0%2 /Z, Nr, c..P• = 0.70 Y60 x ?..-5-, R Az. = 25.64 &iG t Ys) FS C17..4. +7 ?, p) = 3 9 I'- < 4-I Ni G Re rcl 4I/. = 4 7_ /5 = 3z ✓r 38t: • j Tf 45. kit-47 ••1: = 4,440:11:1, Y = c, . i , . c x zb , g i � � => r.,_ . 14: I ��O. .. �j�e 'i. f.'s F S 1.2' #.1. G, 34cei DO — 5''h 4 L. Pr) a s rt . s- (2 - s 5'' ) C 0047 -, ooys- _ - - G ._ ,00tj .� -,do76 _.po5� c NA iv‘„ Inv, c • o o 2 . 171 Noc o. n 01- > 'eh r' 6.8 st;c :' i „ g{! 5014-A40, G , ' C - ( . / . 4/ e. 12.40. G. viral-. yes. 14'1 /•9 /.Z(p ,hs ; 4- kr ''zx Vb•It3 x I•0 a .2 A� 1 76.k. a s,sq g e 4 TF n d ,'.,r Nj • s . ' (LIENZ1E ENGINEERING INCORPORATED (.'.•' (. CONSULTING ENGINEERS BY Ci2 DATE `/ ! % ( C I.)-1' r' 1r ..! JJr T •e-•t/•11, SMROMINIIIIPIIRnivtaseestavapau. CHKD.BY DATE JOB. ri ;1.._. PS c //tr.!.,,1 Ce C� j, - ,. 7 r , 2. „ ► „ ( I ¢. 3 s-F •' x 1.3 y1'7• t = ls.c- pJf. oyrrk .7x1•I "17x( /?..1 Psi (erne-ye , .7 lc 2-.0 kt1vt 2311. f3 1 sa SHEET NO •A11111MMO IO OF of �,,c c� - �},c,h� d • T, p. t 1 £ s+/ f o a d..1 ire �0 7>� c..,/a• ( / ■ )IS.T Re r � L'. ra,� � � �t � /� frc .• l /C �>' ✓ e7 � .' -74;//ref r Z,J c/o," 1-; (�•'•r, J. lag. ,tom, t...1G /� W _ . oz4 )(t,�-1 A'Z M � (,.►)(,r.i'.7 /f I�. 1'4 PH .' dr (J , c.,r _ 1e^ alr(:,cr U' - /F /.2gx /� x/2/5 1 ' .'xIS'YGo IS, r' J p, 4 d•.e.A r'Lre P /•J C7`� Z. q. t) 1 ., . 02 €P' _ • 07 x 2 (is; r)1 20• a r../ i'- p.a.- �/y P� �e.Q = / 0.14 x') S; de 9 ,'c r s fro-0 AGM t .& 4 , ._� 1 I .13'141/. I • 7 . i ,:ii:If 3.6c _ r •1 4 N� 4l;id, r ! Mid -- n Y "��sC"' 1 c •`d X ....c -o(x4.D - /.3 7 i.= 74 e = •7S Jd _,.2. 7 s J •Y vie 4 - " h a 1,._• 'J a . Fr► cc- 4.1) r. .02.4x 20.5'_ .412.1.4 p M —_ (. 497)(rs,$)7 g 1 4.22 'IA- oK LC' <<•P 44 , LJ' 7:- , o a-a. $ /p wJLf �0r- vF -p[,o., i' 1"-r • ., -.... • -. Mt- •.J. • -. .. cpn -die / 9s- CP,I: III 1 = •O .4 14/1 O s Co 2-4; (3)72. ii- Ve x �, -_. • 11 -t d '.g " Z' ; (0.7' 1-63 = 1.2- ri.44)(I2.. /.; ¢Z/ c r .. 7 X (s 1<J" • F • !3 -44 14!11 / -, ("ii4CKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS 440ll eiliNa'OAAMli CelANO►PM SHEET NO. OF Poor 2. F(00k1 •-- �OGrl T�4� • � • - - -• -- • -- -� L ,2$Z?-fr D .,3G :i1 / L • 8'8-2 14(7/ \ D •72. ,�r�/ • &' G {�� r9 2, 4tlyq •,, (-4-7‘;= . 6 z4. /Chi I:J" i r 46 9 k r-( 4; 85 r41/, P.111 4.7.1.n Ah .46 j/2= 1/40 r C3.4 -Y 1f.x 462 . z 42/4 bd v ^Y -II - -t. _ - �y1 •- FxJ I r Q •2 4 /7 = o da k s i D, 2a��•f • 177J•' Al /, 14 g4, ed : Ed? ,'N2- y. /`g (04.31).- r • xJ _ _ IS7 ; sM ./v = •7,7( r s, Utrae .o&/ )z.; o 4 /! I Pc. ,0054 �r,• Lzr: 61 V ; d _SIG ;z 7 ; -.4x a ' %2 (;: , ../4" cf BY ()e) DATE ' /e1 CHKD.BY DATE JOB. • r \MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS •I0IU(ONIIWIIIMaNYlN010IA1RiPP0I• SHEET NO. G OF 4 Vs = , o9n x sy7 S3k- c f_&_cin Av Per- -!f s, A- vX(,1oK75 74V.: 0.14) 1:1.1- /rt.. T {s, rr, AC. Ts A . 4 D.( Okue fel dAt (2-A.)(%IJS)( 12 2A)z„ 24t1c» - 0.22.r 2fk Par ;,AL /y?•- 7,00 0,1c11 36 z4 '`o. C, . I``4 ce 7 300 8% -3- 97„ /U295 ,,/L _._ . ... . BY `/ (�/ DATE CHKD.BY DATE JOB III liv4KhnZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS eNAIIMelill'0MMOSHICIEUPP.10 . 11101101u! SHEET NO. lD OF ae)./. ,' 0 no (dev'. c(ed coo /°s e 7. /l0 Ps T- ✓ �A.)T. carve. V- u a ✓�.. i s x 6,3 7= 3 s t- -71 ;; 410 XIS, = Z07, u� � 22 — /0. P jjr� w7 .�k — _ plc 1 q. ► s;eh. •T t I k se /5 O c.. fbf2 a 4 - #5 Pia /. -?Y 44 Tor 1-c' )2/ 4•> %' / 9" !yg 5 70'S1/04/E. Sre 4's BY DATE //'- CHKD.BY DATE JOB it p7- MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS «. SHEET NO. \ OF. E IS 0G. VE-¢. 44 V oA IS 4 G. 124,c, Ho ac- pin's cove.,✓ l icy i J1:Lr _._. -.._.• ..... BY DATE CHKD.BY DATE JOB* rC .'F4.oa-aC, Vr€ 4 s /s'ot • tioe -Thr•'oot MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS SHEET NO. 1 Of (4/PEA- 4.5F/4-0D12-El..- 4 115 rte"' 44 DDS F31/1e._ dr. r4 #4 1(4)1D1 FL c4 . Q } 5Gi5 "0.C, He t4 . orThe E►.1L !22 , J *`T■e rct, trJO.L, /, I. 4e IS o, c ,1E�T DATE CHKO.BY DATE JOB* C T7, ) 440•:^ i (? Sew cc DL 1,4 if.-774.. 11.4L Lo 3 /2 o. mss; litACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS 11111110110111/11.1111111011100111/0NOIle NiltIGiaN SHEET NO. — OF 3 tiZ)(P•s) /Z = 7604,000. .1.4t A. coo., W03144 000. (03 r (/8)(24) /n• Z /loop. �.� Ira ,4=4z &. 6'J(36.)3 //Z .= 2/0o v. i 24,s I t 1 .114 $.14trr /;4z Y11.- /7•cy 27S i .o cocd alt, 1 5i u E E I i . 6 K// L 1 1 S. %IOiF/ a1r i� LJ oK 50- o CI' I0, r, /model Aft roy, t t441tcn4Crv. FRAME PARAMETERS NUMBER OF NODAL POINTS NUMBER OF MEMBEP TYPES NUMBER OF MEMBERS NUMBER OF LOAD CASES a 10 4 12 2 JOINT CCORDINATES AND SPRING RESTRAINTS DEFAULT VALUE FOR RESTRAINTS =0• -1= FIXED JOINT 1 2 3 4 5 6 7 8 9 10 X-CCORD. (FT) 0. 0. 0. 10.500 10.500 35.500 35.500 46.000 46.000 46.000 Y -C OORD. (FT) 0. 9.000 1 5.000 1 5.000 9.000 15.000 9.000 15.000 9.000 0. X -REST. (K /IN) -1.00 0. 0. 0. 0. 0. 0. 0. 0. -1.00 TABLE OF MEMBER TYPES AND PROPERTIES DEFAULT VALUE FOR MODULUS IS 3120.0 TYPE AREA MOM. OF I (IN * *2) (IN * *4) TB BB SP MP 612.000264000.000 663.000336000.000 432.000 21000.000 198.000 21000.000 DEPTH (IN) 0. 0. 0. 0. MEMBER JOINT NUMBERS AND MEMBER TYPES MEMB. NO. 1 2 3 4 5 6 7 8 9 JOINT(A) (NEG. IS 1 2 3 2 4 4 5 6 6 JOINT(B) TYPE PINNED) 2 SP 3 SP 4 TB 5 BE 5 MP 6 TB 7 as 7 MP 8 TB Y -REST. (K /IN) - 1.00 0. 0. 0. 0. 0. 0. 0. 0. - 1.00 KSI MODULUS (KSI) 0.312E 04 0.312E 04 0.312E 04 0.312E 04 M -REST. (IN- K /RAD) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 10 11 12 9 9' 10 88 SP SP TOTAL WEIGHT IF STEEL ! 125.879 TONS TOTAL VOLUME IF CONCRETE = 19.029 C.Y. LOAD PARAMETERS FOR LOAD CASE 1 NUMBER OF LOADED JOINTS = 0 NUMBER OF LOADED MEMBERS = 6 TAi3LE FOR MEMBER LOADS, LOAD CASE MEMB. NO. 3 4 6 7 9 10 LOAD TYPE (X.Y.M.T= 1.2.3.4) 2 2 2 2 2 2 MAGNITUDE (UNITS OF K AND FT) - 1.600' -3.500 - 1.600Y. 1 .600 Y. - 3.500 -.1.6001" - 3.500 1 DISTANCE FROM JOINT 1 TO (FT) (OMITTED FOR UNIFORM LOAD JOINT DISPLACEMENTS, LOAD CASE 1 JOINT NO. 1 2 3 4 5 6 7 8 9 10 X -DISP. Y -DISP. ROTATION (IN) (IN) (PAD) - 0. 1147E -13- 0.1173E- 12E0.4199E -03 - 0.8596E -02- 0.9399E -02 0.6010E -03 0.1097E -01-0.1121.E701 0.6051E-03 0.7654E-02'3:0.8782E-0 I 0.4704E-03 - 0.6233E -02-0. Vj7E - 0.5375E -03 - 0.7654E -02 Qt.8782E -0 - 0.4704E -03 0.6234E- 02 - -0. -. - 0.5375E -03 - 0.1097E -01- x':"1/'91 - s 1- 0.6051 E -03 0 .8596E -02- 0.9399E -02- 0.6010E -03 0.1147E -13- 0.1173E -12 0.4199E -03 MEMBER END FORCES. LOAD CASE 1 MEMB. AXIAL FORCE (KIPS) NO. (A) 1 2 -11 7.3 -48.35 3 -50.25 (8) -117.3 -48.35 -50.25 SHEAR FORCE (KIPS) (A) (9) -11.47 -50.25 48.35 -11.47 -50.25 31.55 LOAD MOMEN (KIP -FT) (A) (B) - 0.1000E -05 103.2 150.4 151.1 -151.1 -268.4 • i�. 4 3P.78 78 68.95 32: 5 11.55 .55 -47.18 -47.18 6 -97.43 -97.43 70700 -20.00 7 85.96 85.96 43.75 -43.75 8 11.55 11.55 47.18 47.18 9 -50.25 -50.25 -31.55 -48.35 10 38.78 38.7E -32.20 -68.95 11 -48.35 -45.35 •50.25 50.25 12 -117.3 -117.3 11.47 11.47 -253.7 -277.4 136.5 146.6 131.9 -131.9 130.8 -130.8 - 136.5 -146.6 268.4 151.1 277.4 253.7 - 151.1 -150.4 - 103.2 - 0.1646E -06 MEMBER END STRESSES. LOAD CASE 1 MEMB. AXIAL STRESS (KSI) SHEAR STRESS (KSI) •• MOMENT STRESS' (KSI) NO. (A) (B) (A) (B) (A) (8) 1___=.0..2715 - 0.2715 - 0.2655E -01- 0.2655E -01 2 - 0.1119 - 0.1119 - 0.1163 - 0.1163 0. 0. 3 - 0.8211E -01- 0.8211E -01 0.7900E -01 0.5155E -01 0. 0. 4 '0.5849E -01 0.5849E -01 0.1040 • 0.4857E -01 0. 0. 5 0.5832E -01 0.5832E -01- 0.2383 - 0.2383 0. 0. 6 - 0.1592 - 0.1592 0.3268E -01- 0.3268E -01 0. 0. _ 7 0.1297 0.1297 0.6599E -01- 0.6599E -01 0. '0. 8 0.5832E -01 0.5832E -01 0.2383 0.2383 0. 0. 9 -0. 8211E -01 -0 .8211E -01- 0.5155E -01- 0.7900E -01 0. 0. 10 0.5849E -01 0.5849E -01- 0.4857E -01- 0.1040 0. ' 0. 11 - 0.1119 - 0.1119 0.1163 0.1163 0. 0. 12 - 0.2715 - 0.2715 0.2655E -01 0.2655E -01 0. 0. LOAD PARAMETERS FOR LOAD CASE 2 NUMBER OF LOADED JOINTS = 2 NUMBER OF LOADED MEMBERS = 0 TABLE OF JOINT LOADS. LOAD CASE 2 JOINT X -LOAD Y -LOAD MOMENT (KIPS) (KIPS) (K -FT) 19.000 0. 0. 19.000 0. 0. JOINT DISPLACEMENTS. LOAD CASE 2 JOINT X -DISP. Y -DISP. ROTATION NO. (IN) (IN) (RAD) 1 0.1915E -13 0.9913E -14 0.1842E -02 2 0.1376 0.7943E -03 0.1372E -03 3 0.1443 0.6290E -03 0.5637E -04 4 0.1430 - 0.4709E -02 0.1842E -04 5 0.1376 - 0.5675E -02- 0.1665E -05 pr 6 0.14, ( 0.4311E-02 0.1603E -0 7 0.1363 0.5263E -02- 0.3731E -05 8 0.1415 - 0.6354E -03 0.5293E -04 9 0.1351 - 0.7943E -03 0.1324E -03 10 0.1885E -13- 0.9913E -14 0.1810E -02 MEMBER END FARCES. LOAD CASE 2 MEMB. NO. AXIAL FORCE (KIPS) (A) (B) SHEAR FORCE (KIPS) (A) (8) • MOMEN (KIP -FT) (A) (8) 1 9.913 9.913 19.15 19.15 0.1747E -05 -172.4 2 - 3.094 -3.094 - 0.5667 - 0.5667 7.829 -4.428 3 -19.57 -19.57 3.094 3.094 4.428 -36.91 4 72n3 0.7203 -13.01 -13.01 164.6 -27.98 5 '..8.2881• 8.288 10.03 10.03 -28.56 -.11.61 6 -9.539 -9.539 -5.194 -5.194 65.47 64.38 7 -9.308 -9.308 -4.719 -4.719 59.59 58.39 8 -8.168 -8.168 10.05 10.05 -28.66 -31.66 9 0.5138 0.5138 2.974 2.974 -35.72 4.486 10 -19.36 -19.36 -12.89 -12.89 -26.73 162.0 11 2.974 2.974 - 0.5138 - C.5138 -4.486 '7.569 12 -9.913 -9.913 18.85 18.85 -169.6 0.4342E -06 MEMBER END STRESSES. LOAD CASE 2 MEMB. AXIAL STRESS (KSI) SHEAR STRESS (KSI) MOMENT STRESS (KSI) NO. (A) (B) (A) (8) (A) (8) 1 0.2295E -01 0.2295E -01 0.4434E -C1 0.4434E -01 0. 0. 2 - 0.7162E -02 -0 .7162E -02- 0.1312E -02- 0.1312E -02 0. 0. 3 - 0.3197E -01- 0.3197E -01 0.5055E -07. 0.5055E -02 0. 0. 4 0.1086E -02 0 .1086E -02- 0.1962E -01- 0.1962E -01 0. 0. 5 0.4196E -01 0.4186E -01 0.5065E -01 0.5065E -01 0. 0. 6 - 0.1559E -01 -0 .1559E -01- 0.8487E -02- 0.8487E -02 0. 0. 7 .-0.1404E-01-0.1404E.-01-0.7118E-02-0.7118E..02'0. 0. 8 - 0.4125E -01- 0.4125E -01 0.5077E -01 0.5077E -01 0. 0. 9 0.8396E -03 0.8396E -03 0.4860E -02 0.488 0E -02 0. 0. 10 -0. 2920E -01 -0 .2920E -01- 0.1944E -01- 0.1944E -01 0. ` 0. 11 0.6885E -02 0 .6885E -02- 0.1189E -02- 0.1189E -02 0. 0. 12 - 0.2295E -01- 0.2295E -01 0.4363E -01 0.4363E -01 0. 0. CITY OF TUWWILA . * #385482.009 e200dSouthcenternBoulevard BUILD 1NG PERMIT APPLICt ION Tukwila, Washington 98188 (206) 433 -1845 Site Address 12.682 Gateway' Drive Project Name /Tenant Virginia Mason Valuation of Construction $100,000.00 Assessors Account# /'5,:1?: -301 -/ -4fQ7y Property Owner Kaiser Development Company Phone (415) 271 -5767 Address 300 Lakeside Drive, Oakland, California Zip 94643 Applicant_ Virginia Mason Phone Control # RP"?.01 Suite# N/A Floor# N/A Address 925 Seneca, Seattle, Washington Zip Architect /Engineer Mackenzie /Saito & Associates, P.S. Phone 451-1005 Address 300 120th Ave. N.E. - Bldg. 3 Suite 233, Bellevue, WA Zip 98005 Contractor SSG Corporation License# 223- 01- SS- GC- O *249J8 Phone 367 -9393 Address 12535 - 15th Ave. N.E., Seattle, Washington Zip 98125 Class of Work: 0 New Addition © Tenant Improvement [l Remodel (residential) D Reroof E Demolition E] Interior Demolition [J Other Describe work to be done Construction and finishing of interior office partitions for tenant improvements Type of Const. (UBC) V -N Occ. Group (UBC) B -2 Square footage of entire building 69,500 Square footage of tenant space 28,500 Building Use Office /Warehouse Will there be a change of use? [] Yes © No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes ® No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) `%>ae.c, R. /t'(q Date 10/21/86 (print name) Paul R. Makowicki Contact Person (please print) Paul R. Makowicki Phone 451 -1005 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 640.00 Plan Check Fee (000/345.830) 416.00 Bldg Code Sur Charge (000/386.904) 1.50 Energy Sur Charge* (000/386.907) Other ( ) *New construction only TOTAL $1057.50 SQUARE FOOTAGE /BUILDING USE INFORMATION FLOOR USE Occ T Receipt# 4/00 Receipt Receipt# Receipt# Receipt# (OWES: $ Date Paid /0 Date Paid Date Paid Date Paid Date Paid tours- Square Footage of Entir Buildina: occ OCC OCC TOTAL •- Se.FT. LAD USE Occ T SIFT. LOAD. USE 0 c T SI FT • p SI.FT. r■r MAMPLIzMI ; _ merryzAvAr� � -err. Al TRACKING DEPT -DATE IN DATE OUT BLDG PLPIG TOTAL. OCC. 3 1986 D3fr (a, COMM , NTS Approved for Issuance � To Mahan: Date A''roved: Type of Const. Approved ('Initials _ N Per letter date Fire Protection: ers ❑ Detectors ppr► ed (Initials) ❑BAP ❑ LAND USE/SEPA CONDITION ing Setbacks: N S E W arking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated Carlson Associates Construction Inspection & Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 JOB NO. CA 534 REPORT OF IN -PLACE SOIL DENSITY TESTS 7/31/87 Iient .s.1x— CLlrr: Project Boeing Motion Picture and Television Soil Description Silty Gravelly sand Wax. Dry Density 130.0 lbs. /cu. ft. Optimum Moisture 5% % Method of Test ASTM D -1556 DATE OF TEST TEST N0. TEST LOCATION ELEV. FT. LIFT N0. FIELD MOISTURE .j IN -PLACE DENSITY (LO5. /CU. FT.) COMPACTION WET DRY 7/31 1 Existing loading dock from from 4.7 125.3 120.0 92.3 bldg. at center line 7/31 2 Existing loading dock A)10' from bldg. at center line 4.2 131.5 126.9 97.6 7/31 3 Existing loading dock B)4' from bldg. at center line 5.5 132.8 129.3 99.0 7/31 4 Existing loading dock 8110' from bldg. at center line 4.5 130.0 125.9 96.8 Remarks l d Form No. 4 2.69 Carlson Associates RECEIVED city OF 7UKWILA ,,.,Construction Inspection t9 Related Tests AUG ~ - 3 1987 �. R E P O R T O F P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 MOISTURE - DENSITY RELATIONSHIP OF SOIL For: S.S.G. Corp. Project: Boeing Motion Picture and Television Location On Site Ma:.1^ial Sample silty zrava1y _aansi Method of Test AST 135 130 ui H 125 U) z w 0 o 120 115 1 Joe P40....CA 7/31/87 ,1 4 MOISTURE - DENSITY RELATIONSHIP CURVE -u• -• 111111111111 :C a ' :. - _ � . _ _ - _ - 11111111 om m ■1111 C .. :1:111.: ■■C. ■u■■. 1111. 1111... ■151■■■■1C� 1111. ■■■.0 1 ._ ._ 1 _ .. _ 1 E:. 19111311M1 :- 1:. ■■.■ ■. ■ ■■ ..:■..■.■■ ■..■...■.. .■■ ■■ ■H■ .■m..:1 :■_ :.::: ■■ ■ .. _� i �- MM':..::: :1■ ■■ ■ - ■ . ■ ■ ■ ■■■mmom ■.... I- �. . ,. r " =01111 .■u■■....=:'uu :::: : ::::.■_■.■.: ' .' : a MCC.G. u■ 111!iiIiih 1 1■1.M.1■ ■■Mi ■_ 1 .■■u.�' 1111_ .�._....... Pi'::::: : ::. ■. .1 11.311 ■.....m13� ■1113.®. 1. �' :I ., ....1i 1...1.■..■■ El II aliT-1-7 .. ■. .■:........A�. 1■...1.■1 1 ■1..■om ::: mum. 1.1..■■. ■i1 ■.3i� r�■ . . iG ■ ■� ■■■.. ■ ■ ■ ■ ■ ■ ■. • ,I` �: .■..■.■.■.■■■■■...■. ■ ■ 111 ■1■1.1.1■.1.■.1 ■.13..11 ■.1.1■ 1:= .:::::::� ':::':u � :: ..11/111/111111111111: ram a i .1:1.111■ ::.:::. 0. Emit = ■ _. . ■ ■1.i■ ■■.C.■1. 1.1■...,.C'::' ■1..■ . ■ ■ ■■.■ ■ ■■■■a .■.■■..■■ 5_._ :s::::::::_:::::::m:: r1 ■■ ■ ■■■■■■mommo■■■m.im x_:_15: • ......... 1111 • �mommum. ■■ ■ ■ ■ ■■■■ m ■.■. . ... ■.■ 3 4 5 6 MOISTURE CONTENT % Optimum Moisture .5.0 % Max. Dry Density 119.0 lbs. /cu.ft. CARLSON CONSTRUCTION CONSULTANTS FRANK CARLSON (- Carlson Associates Sept. 22.1987 S.S.G. Corp. P.O. Box 33798 Seattle Wa. 98133 Re: Boeing Motion Picture Kaiser: ; ;Gateway, P.ermit '' 454:9x= PO # 8464 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Job # CA 534. Gentlemen: Y: We certify that all required inspections have been made and that to the best of our knowledge all items under our surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 7 /15/87 & 9/18/87. on the above project. Sincerely, .9-t■t). Frank W. Car son cc: Tukwila Bldg. Dept. David Kehle,.Architect RECOVER CflY OFTUKWII. SEP 2 51987 Buisgoimr& ' s (, auction Inspection B Related Tests Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 INSPECTION REPORT OF CONCRETE ❑, STRUCTURAL STEEL ❑, ❑ PROJECT P/ a 6 J_ i. �t �u�Zt 6i / / F / �N PERMIT NO. S - 7 f `f " /!O ( ADDRESS ARCHITECT JOB NO. thy--r - ' 3 "/ [3-FABRICATOR 0 CONTRACTOR cc- 6-- INSPECTOR DATE REPORT .,}�f L -ir: 7 I.) 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(12) if & x !o' -!o" (Ini:ea x 401 -&" �1 Q" �1 111 T-2-" (7) 1t: .0.-.),‹ ('- Ott (1) 4e' k col- C' l bil c- Te2r ' 14 t50-(&TA ' ,EE t7E.T :I L 21._,I 161 9 2111 -t4 e 121 0.G• 1-0 1t-7 0e'06- TOM Z'- &' z'- �� I I �.? 11 - - !ci ... •-- +'� =.-, %` ✓- -,;"' _ -T ` _ J _. 4-,,,ea %•rA,■ 20 /tea G.C% �-.% -cam ' ! _U ,1 (4)4 x G.C:!JT - __ _ - - -- ._..__- _-.. ____ .�._ .. .rw..w.- ..r••— •- -w... ■ CM 5 8 9 10 11 12 13 14 15 111 It 11 1!1111111 11111111. 111111111 1111111 11 111111111 111111111 111111111 111111111 111111111 11101111 111111111 111II11111Ii11I1111 111111111 I Rr»wwV.grarr {vx wn.esa..lu KEYNOTES 1. . EDGE OF SLAB /FACE OF WALL 2. CENTERLINE OF FOOTING 3. CONSTRUCTION JOINTf 4. CONTROL JOINTS 5. 5" CONCRETE SLAB 2E11,17-GgGE2 W/2�1 x Z.�! WWM 6. FILLER STRIP AT BUILDING PERIMETER 7. THICKENED SLAB EDGE POUR 8. 5. AO SEINE L'k E 4' CA T II9N FoR J �'x��i - ZZr'` `y✓ G ©rti�c�`Q ifij tl7` -i LEGEND 0 0 0 KEYNOTES COLUMN GRID LINES FOOT !ivC� Mit J: 1 EMI= ■ SA 1 TA SEINER ..n JUNE 14, 1985 Printed OCT 17 1986 MA���E1 � QpT3.P S )RAWN Fie FH LW OM 8M 4i KED BY LT •1l , (,I! 0 7/10/88 GEN. REV. „ 8/7/86 /G`y;_) '•44`1 Ai AWiNtly 11RI '•+t PPOPf Pt. of VA. •:_614 S:tr■C S ASSOC'ATkS PC l`4 SA "JO aPt v0 -r BE uSk0 OR PIEMKT ,. 1i, '. 4N• m.m,etA EIICEP! WITH THE cry •.R .yA' •{ ti PE R4tSSK107 tV M SA SHEFT Intl NO 384411 APPROVQ ELECTii1CAL SITE WORK r5-14 1144, bo- 1 ,.---:,---'"' I4 _t µh r a, • t),2. KEYNOTES �1. MATCHLINE .2. CENTERLINE OF DRIVE 3. EDGE OF BUILDING 4. EXTRUDED CURB, SEE DETAIL 5. LANDSCAPE ISLAND G. TRASH ENCLOSURE 7. 5' -0" WIDE CONCRETE WALK 8.. HANDICAP PARKING STALL WITH 41't' ACCESS ADJACENT 9. DRIVEWAY CURB CUT, SEE . • Tt L, ' /z1 Or e:"r 6 ' ;7r-A,.j 114 , ! 'r-10•01 21 oreg 25 01 fr1�1�4I� APPROVED EC3 190' As Nu I iu SITE DAT LEGEND DEVELOPED AREA (A ROX. ) BUILDING AREA PARKING STANDARD STALL COMPACT STALL HANDICAPPED TOTAL PARKING LANDSCAPED AREA (APPROX.) -.y ms's 04. 1 , FILE CO P Y 221,0881S.F. 70,775 S.F. ,1•111__ me, 41111NMINYM 193 SPACES 68 SPACES 2 SPACES 26: SPACES 28,575 S.F. KEYNOTE PROPERTY LINE. MATCH LINE DRIVE -IN DOOR DOCK -HIGH DOOR I understand that the P!an Check approvals are subject 'o errors and omissions and approval of pian* does no authorize the violatic i cf any adopied code or ordinance. Receipt of contractor's copy of approved plans RE VISION4. 7f- 10/88' GEN. REV..: � 7Ai"131/85i 4 `,'`. EM R E• i -�/ . By.. Date.. Perm:` No J eP north BUILDING #2__SITE LAYOUT PLAN . w►as fie. rb 44 zef►F h +. 7IA;[044itJer.w64411 Ci t„YpTHT 00W e.litti!l1EQAt 'iK:Hfl *V, SHEET 0 6 1 0 CM =I1111nttn1lnu Inl111111111111111 wilt!!! IIIIIti111111111II8 (11111119 111111 11 111111111.111111f I IIIIIII I IIIIIIIII Iullliii I n I: �� 30 -. -. _ - ......cwivaxw i MMVW 11N 0.1 !N( / i? ~ e7 oF 3. FG71- fe- M F.E?UII~E 1 r t7Fraller 4 pfrir- 3n N �° Pz,FA INNIS 'Ex'r'IN4•� 1 CF JUhl,."IJ',ti <, ,. - Pt app-- MUUNTI 2 rQft .01.6GTIzK�L a TELeP oNE 'r..bNN, TO T•h►•1, 0__ PI G7Jl 'pi:U' ��.E►. -11 EU JUNCTION PQ). - F-ALL MGUNT& se A-P., G rr AP .vb �aL J {,�►��7I'v ►.i` �x�x �,.I,�,}.it� M�U1�:T G p",.p'tg" GLP- �IGF IC�� 9fr 4- PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY S -SS THE GOVERNING AUTNORI T Y; `ERRORS. OMISSIONS AND INCONSISTENCIES. DATE' IN (o."23 gar, B,LS ,'DATE OUT 2.. 1 MAHAN & SMITH, INC. tHESE P�ppAWINGS' ARE i`$E.41oPERTT OF v'ACKENZIEiSAITO'& ASSOCIATES P•Cr� ((Mt SA) ANO RE NOT �'to B USED ON *EPs o. I R OROWRITTEH PERM SSION O I:t $A THE ST FLOOR PLAN 1!8 Printed NOV 2 61986 MACKENZIE/SAITO & ASSOCIATES, P.S. �,�!• alittiM 1111'4 PiNtli`ii if'r` l rilnilL;Ii�ii l rr !!!!!Ili rliilill8 ni lnli�Ir1`h i 11 1111111 111111111 11111111131 ni hin 111111111 1 "1~ t °ur+ ?4a'kiaa'S.iM., , ..Nn1.,.. -1 1: V/ s TY 1 4 • LEGAL. DESCRIPTION: PARCEL A: All that lyiing in N.N. , in portion of the Cyrus C. Lewis Donation Claim No. 37, Sections 10 and 13, Township 23 North, Range 4 Lest Zing County, Washington, described as follows: beginning at a point Ott thi Northeasterly iioergin of the Puget Sound Power 6 Light Company right of way, said point being North 312•30•26" West from the quarter corner between Sections 14 and 15, s distends of 1,722.57 feet based on the North Zone Lambert Grid System for the State of Washington, *aid point being also the Southwest corner of that certain tract of Viand conveyed to ?rank Nsnaglia and Vittoria Demarcki, as recor.14d in Volume 1513 of Deeds, page 13, in King County Recording No. 2693164; thence North 4$'13'44" West along said Northeasterly margin 1,770.27 feet to the point of beginning; thence North 41'46'1601 East 179.27 tent; thence North 61'30'14" Wset 45.00 feet; thence South 2$'05'42" West 159.11 feet to the true point of beginning. PARCEL 0: A non - exclusive easement for ingress and egress in and across the 'following described propQrty: A strip of lend, 20.0 feet in width as measured at right angles to tend lying Southerly of a line described as follows: $.ginning at a point on the Northeasterly margin of the Aug.t Sound Power 1 Light Co. right-of-way, North 22'20'24" west, from the quarter corner between Sections l4 and 15, a distance of /,722.57 feet based on the North Zone Lambert Grid Syste.r for the State of Washington, said point of beginning being also the S.w. corner of that certain tract of land conveyed to frank Nenaglia and Vittorie Demarcki as recorded in Volume 1513 of Deeds, page 131. records of the Auditor of King County, Washington, under Recording No. 2693164, September 15, 1931; thence North 46'13'44" west along said Northeasterly margin 2,370.27 feet; thence North 41'46'16" test 310.54 feet: theme North $'29`460' East 20.0 test to the true point of beginning of the above mentioned description line; thence along said description line, North $1')0'14• West 595.37 feet to the Northeasterly imergln of the Puget Sound Power i Light Co. right - ^f -May; TOGETHER WITH a strip of land 16.0 feet in width extending from the most Westerly corner of the above described easement, Northwesterly *long the Northeasterly margin of the Puget Sound Power 6 Light Co, right -of -way a distance of 190.0 feet, more or lees, to s road crossing seid right -of -way being known as 42nd Avenue J- uth. EXCEPT any portion which raay lie within Parcel A. Situate in the City of Tukwila, County of King, State of Wash i ngton . KEYNOTES (Y______ I 12-EzE a✓ t- IV0I -4i'7 C 1,ir 4019K1) 264 14,00471'1C. GI✓it..1►�G. 'i;,E e 2 "I: P IDUW6cz.at•rll 1.4.44' t- :i F ri TJ J' '4' FfN1eap4 .D CC11' ht, NELJ 4 0 4 •9 Ty Gt7'�Ur,).: i 41- � . '�;3" 1'-0'' P1'U <� 1°X;oir!ta+c'/ "b" T" 4.49L.UN+N 1, ' Tee, Cc p .i' ..err) - �T�uc�s` -ter 8 1)S. 1 ‘.a: %Teat. c'drUpey C , ,1e.aR .464-LA 9. -To) cc%�UMtJ Its. 1444- ('it'7UI,•I"(1 LION"( i"Ix'sL1PLE S%4 1 1.! -4 \/ k. '1 L' 1 li vX %I -c -4 F y It.a -•4 ,... r 1 1 I 4L , KFLECTED CEILING - SECOND FLOOR T s_ care . 1 /8'7 1'- 6 • $. '} ,1 de 1 1 j -� GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START, OF WORK, 2. OCCUPANCY: 8 -2, GENERAL OFFICE AND STORAGE. 3. NUMBER OF OCCUPANTS: 4. INTERIOR TENANT MODIFICATION, NO SIRUCTURAIT WORK UNLESS EXPRESSLY NOTED OTHERWISE. 5. SPRINKLERS: 100% SPRINKLERING TO BE MAINTAINED SIR; NFPA PAMPHLET NO 13, LATEST EDITION. 6. INSULATION: A. Ali INSULATION 10 8E U.S. GYPSUM OR QWENS /CORNING FIBERGLASS BATT INSULATION. 8. CONCRETE FURRED WALLS: R -11 INSULATION. 7. DOORS AND FRAMES: x7--W-11-0111-171- BE 30 x 70 SOLID CORE UNLESS OTHERWISE NOTED ON PLANS, 1 -3/4" OAK, STAIN GRADE, PREHUNG. 8. PROVIDE SCHLAGE "A" SERIES, U.S. BRUSHED BRONZE FINIStI HARDWARE AS REQUIRED OR APPROVED EQUAL FOR LOCKS AND KEYING. VERIFY WITH OWNER. DOORSTOPS TYPICAL AT ALL DOORS. 8. WINDOWS: INTERIOR RE- LITES: A. ;T''YIFE, LocAT IoN. 9. MECHANICAL: A. ALL MECHANICAL WORK TO BE DONE UNDER PERMIT OBTAINED SEPARATELY FROM THIS PERMIT. a. TOILET ROOMS TO BE MECHANICALL Y VENTED TO PROVIDE (4) AIR CHANGES PER HOUR WITH FAN OPERATING OFF LIGHT SWITCH. 'DENT TO EiitgloR. OF &1.1?(rr• 10. PLUMBING: A. ALL PLUMBING WORK TO. BE DONE UNDER PERMIT OBTAINED SEPARATELY FROM THIS PERMIT. B. ALL SANITARY SEWER CONNECTIONS AND WORK SHALL CONFORM TO ALL APPLICABLE CODE WITH APPROPRIATE INSPECTIONS. C. TOILET ROOMS SHALL BE PROVIDED W /SINGLE 10 GALLON WATER HEATER SERVING EACH TWO TOILET ROOMS. 11. ELECTRICAL: A. ALL ELECTRICAL WORK TO BE DONE UNDER PERMIT OBTAINED SEPARATELY FROM THIS PERMIT. 8. 75. FT. CANDLE LIGHTING LEVEL SHALL BE MAINTAINED THROUGHOUT OFFICE AREAS EXCEPT AT TOILET ROOMS. . C. TIE ALL INTERIOR LIGHTING BETWEEN GRIDS, AT OFFICE FRONT, AND AT WAREHOUSE AREA TO TENANT'S METER. E. 15 FT.. ,CANDLE LIGHTING TO BE MAINTAINED THROUGHOUT WAREHOUSE AREA. 12. ALL PERIMETER WALLS IN OFFICE AREA TO BE INSULATED W /R -19 ,USE R-11 IN WAREHOUSE SPACE 13. ALL PERIMETER CONCRETE WALLS IN OFFICE AREA TO BEFURRED AND INSULATED W /R- 19CUSE R-11 IN WAREHOUSE - 14. ROOF STRUCTURE TO BE INSULATED' W /R- 30 IN OFFICE AREA AND R -19 ;N WAREHOUSE 15. BASE BUILDING CONSTRUCTION "St t-4 AN9 c.11ANG Es To APPMIJED PLANS gE 11 ?Paav ) BY flReH'TECY 4 TUKIL)I! A BLDG OED. ALL Sig OD OVAL C611) CRaTE TO 85 S racks L SNIVEC-r ED. ALL iA)ELIDDI6 Tb SE Oc>NE 153Y Celt i CIED (,!EL.DEP. -1- SPECrI L SNSaa=c.) E D. F - ` \ H _- I I\ \31 1 } 0 1. t Al 1 1 �{ 1.0 I { 4 t 1 .4- a. 1 ' I i 1 i r REFLECTED- CEILING - FIRST FLOOR ''111111,r I : 6 CM 111111111 Ilnllrn I,,II Ill I Milli IUh!Iill Illitttpi i111111i1 iitiliiil IIIIIIIIItIfi111I1 (0 1111111 Z2 ?3 (11111111 Iiir 1,G IF 1 IIIIIii i iIIIIIIiIIII ' ra scale 1/8" : 1- % CV 1-41,;. F27 : Tr-117 Pf 1 r 1 i ADDITIONAL NOTES z P riA4 -I-4 CI F �' a 'rG' !t e V eiru J ,7'r 4 cf-3,5 6 vC/ , ?`�i;. "r4 -� , ,/S+ "J °} r�'I' v • iri . 4‹r :•F-J i 11"0 G 4l.1 .A C+■T to -j 1' rvp TIC ''Y' / L 4I 'r� 1 +7 tf �v�� :!7 �: va i ` ; Pf :26 P26'4.140,4, i; 'L.)r- J13rr"') ---7cJ 5.7- DL. Fi •N1I►.rG, LiJi�ll�avr'�•� ;G� D.!' 1E'2 ff..) . ;240;7m,, 'J?..11.•rar,47 - ',"7, -ief vJtyB (f -i C±iJ� z: l 4 .: % 4 tea, h ' 'i1 4 »`i'.'..r s 4f)1') iib.� ��1✓iil.+� ( 't Z y �I, 'der r ~ 'J - 4 (C . '1.40 ;= ', To A4 7' 1 /). ^ 7-t &.:),,,.' 1- v -74/1 1 `) ..` c-) ' � .. <. Ti>�- /�• �� Fes, ' -14 GlE ice, r�11C, zr E I h-lc I © f'421F2 &-r) ;� •' �'! "i c I � - : :�. :•., i'�. \ R' ♦ � ✓ - R �'rv'�i.. Q �G � "� ��''�`•' . 1 V,A • ; y 1 � � � �Jh . ir� r� f. % r: p 3 ;lit' rr ,y Eli,: (�% i" L'�- �''v f'i?'�r. �1�`E? r . wc; r;e0-s.. {r ro T1iti+L j BPS Cc'ra " 2t).-s ( ; :r 11 r 1t O S p t.. r" 7 �. ✓ V "1f2CvA . N il� 1 ?2 Y,1 I - '241110.e- I-1702 }3 +3 HD,iJe.eL L ?LI, SW I> HOT a: AT &R1) c: &r - FL-a JpI°arcv le I di•1le+j W /';iTUP ('fie f;4Zf • .�. • Ce '12TJ1- ' 4445 ""r ►I ; i I f.. 2 4 rJ I.. .7X 24.1 -4,4 ftSECOND FLOQR,FRAMiN -0" North (‘Q setaIe 1 /8' ua. GHASSrp, tt t r 0 i.+rl'l�.read'.' :�� ::.�...�... ... 0 vj z _m_ Q CO uI--z6 7 Zug W Lu. qa3 (44 Cf<J5 r r0�� air • p� D a. Ix O 0:r oz "NB ti<E€ cc < cc (i) 0 ZoC�d z 3a W Y • • t7 0 7-1 ILI ci oc LUO 011. ILI C;) Z j 8 C1C 11 j N t,, - t.: DATE; C-:‹.1-0F2e I . DRAWN BY: 61/1'0. CHECKED BY • t REVISIONS: THESE bRAWINOS ARE tkE PROPERTY OF MACKENZIEI$AITO & ASSOCIATES.' SA) AND ARE NOT TiO BE USED OR RE DUCEO IN ANY MANNER EXCEPT VATH THE PRIOR WRITTEN PERMISSION OF M, SA' SHEET OF '2j JOB NO. 385482 3