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HomeMy WebLinkAboutPermit 5191 - Boeing - BasementCITY OF TUKWILA Building Division 6200 Southcenter Boulevard PERMIT # Tukwila, Washington 98188 (206) 433 - /849 BUILDING PERMIT Control # 88 -050 5 /tf1 Work to be done T Site Address 17501 SOUTHCENTER PK Building Use OFFICE Property Owner TRAMMELL CROW CORP Address 5601 6TH AVENDE S. Contractor BOEING Address (513) Suite # Tenant BOEING (BASEMENT) Assessors Account # 262304 -9067 Phone # 762 -4750 SEATTLE, WA P.O. BOX 3707 M/S 46 -87 FOR BUILDING PERMIT ONLY Approved for Issuance SEATTLE WA b : �Ge'�✓ Zip 98124 Phone # 544 -2966 ,) Zip 98124 S q • Ft. Office Storrehoage/ use Wa Retail Other Occ. Load 1st F1. 2nd F1. 3rd Fl. Total Fire Protection: 13 Sprinklers ❑ Detectors Zoning Type of Construction Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 1,900.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 1971 $ 43_ M Receipt #ia $ za_m_ Receipt # $ Receipt # 1973 $ 3.50 Receipt # $ Receipt # $ $ 74.50 Special Conditions FOR SIGN PERMIT ONLY [[ Permanent ❑ Temporary Ei Single Face Building face [] Double Face [] Wall Mounted ❑ Free Standing ❑ Other Setbacks: Front Side Square Footage of each sign face Special Conditions Side 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 IS SUSPENDED OR ABAND0NEU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1,HA E 'EAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE 0F'W0R ILL BE COMPLIED WITH THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN Ov1S /AN THER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR T PERFORMANCE OF CONSTRUCTION. Signed 6 Date — 7, LICENSED CONTRACTORS DECLARATION am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date I hereby affirm that 1 Contractor (signature) OWNER- BUILDER DECLARATION ( ) I, as owner of the property, 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 ' Owner (signature) with licensed contractor's to construct the project ,CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - I847 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # 57F/ Control # 88 -050 (513) 17501 SOUTHCENTER PK 0Frlcl 1RAMMELL CROW CORP 5601 6TH AVENUE S. BOEING P.O. BOX 3707 M/S 46 -87 Suite # Tenant BOEING (BASEMENT) Assessors Account # 262304 -9067 Phone # 762 -4750 SEATTLE, WA FOR BUILDING PERMIT ONLY Approved for SEATTLE,' WA Issuance by: Zip 98124 Phone # 544 -2966 Zip 98124 r Sq. Warehouse e Retail Other Occ. Load 1st Fl. 2nd Fl. -3rd F1. Total Fire Protection: 33 Sprinklers [] Detectors Zoning Type of Construction Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other S Total Valuation of Construction $ 1,900.00 Bldg. Permit Fee Receipt # 1971 $ Plan Check Fee Receipt # 1973 S Demolition Receipt # S Surcharges Receipt # 1973 $ Other Receipt # $ Other Receipt # S TOTAL 41_nn 28.00 3.50 74.50 Special Conditions FUR SIGN PERMIT ONLY O Permanent [] Temporary [] Single Face Double Face [] Wall Mounted [] Free Standing Building face Setbacks: Front Side [] Other 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 IS SUSPENDED OR ABANDONtU FuR A PERIOD OF 180 DAYS AT ARV TIME AFTER WORK IS COMMENCED. EAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS Of LAWS AND ORDINANCES ILL BE COMPLIED WITH THER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DUES NOT PRESUME TU GIVE AUTHORITY TO OVIS ,AN THER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR T,i PERFORMANCE OF CONSTRUCTION. Date 3 -0,2/ - a �" LICENSED CONTRACTORS DECLARATION licensed under provisions of the Business and Professions Code, and my license is In full force and effect. Date I HEREBY CERTIFY THAT I GOVERNING THIS TYPE _9F`G0R VIOLATE OR CA Signed_ I hereby affirm that I am Contractor (signature) OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or •y employees, with wages as their sole compensation, will do the work, and the offered for sale. ( ) I, as owner of the Owner (signature) with licensed contractor's to construct the project Date Q structure i5 not intended or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address )74, Requestor Special Instructions INSPECTION RECORD J PERMIT # fir Date Wanted a.m. p.m. Project 00,4,11 5.4.4:megtr- Phone # Date Inspection Results/Comments: ,04:7/ 3-.P7 tzit41- 4/9fri, t/g P7 :4/17 0 .fro— "4•419-0,1 e,tterti do5r esow' 7, v4tLf Inspector • Date vAtIbri.);trA CITY OF, TUKWILA Building Division 6200 Tukwila,,tWashinatonui98188 (206) 433 -1849 w+reamm.w.- wrir.� _na..ew.v�. �+wri.a.. ✓.enka'aw.^ta�aMwra INSPEC 'ON RECORD PERMIT # 6--/V 5A /P7 Date Type of Inspection fr—/-;;cti Site Address /7.544% &t' C -�G eidp Requestor Date Wanted Project le©e /`1 Phone # Special Instructions Inspection /Results Comments: ri-frn,r" exC, ', �- co //e G�' Ali, // 34_2i7&r i 2 � / c ! 7 ozis CITY OF TUK.:ILA Central Permit System (.)ontrol No 68- cS ° Permit No. 5/9/ FINAL APPROVAL FORM TO: ❑ Building El Planning El Public Works V Fire Dept. ❑ Police ❑ Parks/Recreation 1 Project Name file 13nf'/nrti CO, Address /7so / Sow, HC &A /Aie f-3k,..4..) Type of Permit(s) 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: () () () () () () () () () () () () Authorized Signature Date / This project is approved by this department: i .,� -mac. --/ F r� 5i 2.— Authorized Signature 1 Date CPS Form 3 15Ptiks''cii STAR WEDGE TYPE STUD BOLT ANCHOR • HOW STAR WEDGE TYPE STUD BOLT ANCHORS WORK A SINGLE ONE PIECE SPRING STEEL BAND IS LOCKED INTO POSITION BY TONGUES. THESE TONGUES ACT LIKE FISH HOOKS WHICH PENETRATE INTO THE CONCRETE: THE REQUIRED 3 TO 4 TURNS OF THE NUT CAUSE THE OUTWARD TAPER TO MOVE UPWARD WITH THE WEDGE EX ANOIN •N•Ff )EQ I I� 1Q I �S TO. i PJ ) j rk,pR 9 1988 • CITY 01- -I UKV. tLA 1 0 0 .0 • 0. C •.O O O . • O O a 0.0 0 0 00 O.O n � ' 0 0 C 0 0 od ' -0 00 Orli hole in concrete (hole diameter same as thread diameter' maximum depth of drilled hole could be any depth beyond minimum recommended depth. HOW TO INSTALL 2 0 . 0 .0 0 '0 0 .0• • O o aO' r°n O 0 0 O 0 O O 0000 o 0 0 00 . 0' d n 0 O Drive wedge anchor Into drilled hole througn fixture so that nut is flush with fixture. SPECIFICATIONS 3 • The Ideal anchor for use In concrete where excellent holding power 10 required. • Eliminates drilling costly oversize holes — thread diameter equals hole diameter. No need for exact hate depth— hole bottom not required to set anchor. • Anchorage occurs near bottom of hole giving a true 360' of contact • Predrllled fixtures can be anchored In place without moving back and forth. • Sdves lime on every lob/ Increases worker efficiency. Tighten nut until wrench resistance Is le I (approximately 3 to 4 lull turns of the nut alter snugged up) anchorage Is now complete. Size Catalog Number Thread Length *Hole Size Min. Imbed. Std. ' Pkg. Std. Ctn. Ship Wt. per Ctn. 1/4 x 1 -5/8" 3515-15000 3/4" 1/4" 1 -1/8" 100 900 27 lbs. 1/4 x 2.1/4" 3515 -22000 3/4" 1/4" 1-1/8" 100 900 38lbs •. 1/4 x 3" 3515 -30000 3/4" 1/4" 1-1/8" 100 900 45 lbs. 3/8 x 2 -1/8" 3525-21000 7/8" 3/8" 1-5/8" 50 450 38 lbs. 3/8 x 2.3/4" 3525 -26000 1-1/8" 3/8" 1.5/8" 50 300 31 lbs. • 3/8 x 3.1/2" 3525 -34000 1-1/8" ' 3/8" - 1-5/8" 50 300 38 lbs. 3/8 x 5" 3525-50000 1.1/8" 3/8" 1 -5/8" 50 250 40 lbs. 1/2 x 2 -3/4" 3535-26000 1 -1/8" 1/2" 2.1/4" 25 150 29 lbs. 1/2 x 3-3/4" 3535-36000 1-1/4" 1/2" 2 -1/4" 50 150 36 lbs. 1/2 x 4.1/4" 3535-42000 1-1/4" 1/2" 2-1/4" 25 150 42 lbs. 1/2 x 5.1/2" 3535-54000 1-1/4" 1/2" 2 -1/4" 25 125 40 lbs. 1/2 x 7" 3535 -70000 1 -1/4" 1/2" 2-1/4" 25 150 44 lbs. 5/8 x 3.1/2" 3545 -34000 1 -1/2" 5/8" 2-3/4" 25 100 36 lbs. 5/8 x'4.1/2" 3545-44000 1 -1/2" 5/8" 2 -3/4" 25 100 44 lbs. 5/8 x 6" 3545-60000 1-1/2" 5/8" 2-3/4" 25 50 38 lbs. 5/8 x 8-1/2" 3545-84000 1-1/2" 5/8" 2 -3/4" 25 50 40 lbs. 3/4 x 4-1/4" 3555.42000 1-1/2" 3/4" 3 -1/4" 20 60 36 Ibs. 3/4 x 4.3/4" 3555 - 46000 1.1/2" 3/4" 3 -1/4" 20 60 42 lbs. 3/4 x 5 -1/2" 3555-54000 1-1/2" 3/4" 3-1/4" 20 40 32 lbs. 3/4 x 7" 3555-70000 1-1/2" 3/4" 3-1/4" 10 40 38 Ibs. 3/4 x 8-1/2" 3555-84000 1-1/2" 3/4" 3-1/4" 10 30 34 Ibs. 3/4 x 10" 3555-91000 1-1/2" 3/4" 3-1/4" 10 30 40 Ibs. 7/8 x 6" 3560-60000 2-1/4" 7/8" 4 10 40 27 lbs. 7/9 x 8" 3560.80000 2.1/4" 7/8" 4 10 30 24'% Ibs. 7/8 x 10" 3560 -91000 2.1/4" 7/8" 4 10 30 30 Ibs. 1 x 6" 3$65.60000 2 -1/4" 1" 4-1/2" 5 30 481bs. 1 x 9" 3565.90000 2-1/4" 1" 4-1/2" 5 15 36 Ibs. 1 x 12" 3565.92000 2.1/4" 1" 4-1/2" 5 15 43 (bs. For best results use carbide masonry drill with tip diameter conforming to ANSI 894.12 (1977) GSA Specification FF -S'325 Group 2, Typo 4, Class 1 5 /4;I 5.7 5.7 lla SL4.o 5.75.7 v Coffman VFT Engineers 4A Q , 24.v t-e Pori er- - 2.94 /��dCrioxli : k, �vrio� s 2. 9 (1.5) = ..4.4 d14r; . 16=71-144 0-17/ ) 7.2(// / 0-/g.3 f /9.3� : 2. G'� (3) f 31(3)-' a.(0 /Co. 34 itiCrOte)"57-5 : P" /`ofr". r o.stZ•Q)(aa,S) - se./ 1- a. P/b) /43 3.1 Air-8340. 4).7.2(3.9t 7.9) 4.1(5.7) iipaz 4 e !a 11.5 4.5. 4 j. • 1 1 P / WQ = 4135_ _ 7 } z as- �',��f ( 2 / ,IH VF ' 4. ¢ - /..3 = 4.7 4 444,, =/(.3‘./.2: /g, /it ri ..,L$ is4 ?91T7OP.JS • 5 =70.0)8 l(4 )A-04 6646W s:¢K 24 - =5,7 ;7,/ /06.Dj: =46.4 4.4 .4.14:106.-.0_)#-4514.5.)i_e4sod.-4(f.ay /g 3 Z .s 4 =id,/ 5- to.3sG�.o� -4s.3 = /0.4 4 ._ �cc?►JT3 r.._ .. @., .. = $:. 44.$) = 35.E I -K 4, _: @..�. = /g:: /(6.$)..= //7.7' Q AICAJTS kT 4 t00 /Pr / i f . rte r•.M ,1 CT/41J /4- I/ /,e 7z/4GG.Y_._.tiergC /gl4cc' .• cN r e.- �AJ — de:UAW /2'L''� . .24 7((.5) /3S/ -,t ._ . � rc ,IL /7(4, 4 5L4s r. is V/ 6Z AC4 ./Z 7h. 3. J 114 ,090K1 /J O. S'cre Own •.. Coffman VFT Engineers cnockad 16112 •**4s * * * ** * * * * * * * * ** *COMPOSITE "AM DESIGN * * * * * * * * * * * * * * * * * * * * ** VER.02/14/84 BEAM IDENTIFICATION : 81 SHAPE : W16X31 DESIGN BENDING MOMENTS ( LEAD LOAD MOMENT PRIOR TO HARDENING 33.10 KFT LIVE LOAD MOMENT AFTER HARDENING 149.30 KFT MATERIAL PROPERTIES CONCRETE WEIGHT PER CU.FT. 145.00 LB CONCRETE STRENGTH 3.00 KSI STEEL YIELD STRESS 36.00 KSI STEEL MECHANICAL PROPERTIES AREA OF STEEL BEAM 9.12 IN2 DEPTH OF STEEL BEAM 15.88 IN BEAM FLANGE WIDTH 5.25 IN BEAM MOMENT OF INERTIA 375.00 IN4 STEEL DECK DATA RIB HEIGHT OF STEEL DECK THICK. OF CONC. ABOVE RIB DESIGN SHEAR STUD CAPACITY * RIBS PARALLEL TO BEAM * FRAMING DATA SPAN OF BEAM 22.80 FT SPACING OF BEAMS 15.80 FT COMPOSITE ACTION ASSUMED 75.X 1.50 IN 4.50 IN 11.50 KIPS / / / / / / / / / / / / / / / / / /// /SUMMARY OF CALCULATIONS / / / / / / / / /// ( EFFECTIVE FLANGE WIDTH OF TRANS. SECTION, B —EFF = REQUIRED STEEL SECTION MODULUS, ACTUAL STEEL SECTION MODULUS S—REQD = S = REQUIRED TRANSFORMED SEC 'N MODULUS, R —REQ 92.21 IN3 ACTUAL TRANSFORMED SEC MOD LUS, INI STR —EFF = 71.00 IN3 MAX. SECT. MOD. W /NO OR X = X4.04 IN3 CONCRETE COMPRESSIVE S 1.29 KSI 114.46 KIPS 20.00 STUDS REQD SHEAR TRANSFER FOR STRENGTH, VPH —REQ = 409.99 KIPS REQD PERCENTAGE OF COMPOSITE ACTION , PER —REQ = 269.7. EFF. MOM. OF INERTIA,' —EFF = 991.06 IN4 DEAD LOAD DEFLECTION = 0.30 IN SUPER LOAD DEFLECTION = 0.49 IN TOTAL DL + SL DEFLECTION = 0.79 IN HOR. SHEAR EACH SIDE OF MAX. DESIGN MOMENT, VPH = TOTAL SHEAR STUDS REQD (SIMPLE BEAM), N /STUDS = * * * * * * * * * * * * * * * * * * * * *COMPOSI ;EEAM DESIGN * * * * * * ** * * * * * * * * * * * *** ;` VER.02/14/84 BEAM IDENTIFICATION : 61 SHAPE : W18X40 DESIGN BENDING MOMENTS (DEAD LOAD MOMENT PRIOR TO HARDENING 33.10 KFT LIVE LOAD MOMENT AFTER HARDENING 149.30 KFT MATERIAL PROPERTIES CONCRETE WEIGHT PER CU.FT. CONCRETE STRENGTH STEEL YIELD STRESS STEEL MECHANICAL PROPERTIES AREA OF STEEL BEAM DEPTH OF STEEL BEAM BEAM FLANGE WIDTH BEAM MOMENT OF INERTIA STEEL DECK DATA RIB HEIGHT OF STEEL DECK THICK. OF CONC. ABOVE RIB DESIGN SHEAR STUD CAPACITY * RIBS PARALLEL TO BEAM * FRAMING DATA SPAN OF BEAM SPACING OF BEAMS COMPOSITE ACTION ASSUMED 145.00 LB 3.00 KSI 36.00 KSI 11.80 IN2 17.90 IN 6.01 IN 612.00 IN4 1.50 IN 4.50 IN 11.50 KIPS 22.80 FT 15.80 FT 75.% / / / / / / / / / / / / / / / / / /// /SUMMARY OF CALCULATIONS / / / / / / / / / / / / / / / / / / /// (C. EFFECTIVE FLANGE WIDTH OF TRANS. SECTION, B -EFF = 22.80 IN REQUIRED STEEL SECTION MODULUS, S-REQD = 17.85 IN3 ACTUAL STEEL SECTION MODULUS, S = 68.38 IN3 REQUIRED TRANSFORMED SECTION MODULUS, STR-REQD = 92.50 IN3 ACTUAL TRANSFORMED SECT. MODULUS, STR -EFF = 97.90 IN3 MAX. SECT. MOD. W /NO SHORING, STR -MAX = 192.38 IN3 CONCRETE COMPRESSIVE STRESS, FC = HOR. SHEAR EACH SIDE OF MAX. DESIGN MOMENT, VPH = TOTAL SHEAR STUDS REQD (SIMPLE BEAM), N /STUDS = REQD SHEAR TRANSFER FOR STRENGTH, VPH -REQ = REQD PERCENTAGE OF COMPOSITE ACTION , PER -REQ = EFF. MOM. OF INERTIA,I -EFF = DEAD LOAD DEFLECTION = SUPER LOAD DEFLECTION = TOTAL DL + SL DEFLECTION = 1445.36 IN4 0.19 IN 0.34 IN 0.53 IN 1.04 KSI 114.46 KIPS 20.00 STUDS 76.46 KIPS 50.% /t oqFs-s-, • JOHN A. KLIMA,‘Ie PO Box 868 Issaquah, WA. 98027-0868 (206) 392-6043 Job N10.(5- Date° Title IC)0 co,p1A azyQ,c, pewS ti) r■-) Subject &A) I StiD k-VE:T22_ tsx31 el-f 1 (011p. APR 1 5 1988 H kr L.,%1-3 p kr>elt■ flJJ /1(0JftCrz13Vr TO euev /VTDR, k evive)-11, P7L-Tuitla4J . Tt)(1, Ackil) LI rJ ca) JOHN A. KLIMA, PE PO Box 868 Issa4uah, WA. 98027 -0868 (206) 392 -6043 Job No 7•C4 D��a''te 2� � of 2 ) R. Title bonr .„hs 5,urH CX'?J rit. giN,G Subject 1,4e'LZA'+IJ1 runt. S PC11J 510 ►L.) ()1T FY1 L.. 15' 19)l L.o I k-t© M • bS-S r (N CI) �o teet) PO0X1..T IrJ� %CoKikiqs-c,T10/..) p i /�C��, SAMC As A N1 L, ACCM..ilNitille APR 28 1988 CITY 0.1% Tk1KVVILA : PLANNING DEPT. O OF H G22 R\tiJ l �� JOHN A. KLIMA, P' PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 oIZle -t- t so 1IN s NOT TU t N Tt-IL , wITl} o prufd.ft Y iST1+�t� NG. -Ftoo2 Job No .U7' (Date �� (. 2 of '2" ') Title �OP.DZ( 4)MS c)TH c..63V TZPs-G14 -s Subject A- ,JGt*o/�.. VI Pt GA-t., p- . G K 40c.uf-i/ J 2.`/4:1 O MSG +O L L lye; " 1-11Z241- ( G R A G fC. Pc' ire.. 1 T G—'j"PY I L. A(2oVIDE, Z— /4XZ1 /4�U plZILc eCr.)G1402s T) u414 PA-5e- ( 5t +oLuL) 4 k 'er-Gnoti. G , PW6 INMPEifi APR X8198 8 CITY OF 'i UKVVILA. PLANNING' DEPT. 1908 City luf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor March 7, 1988 Fire Department Review Control Number 88 -050 Re: The Boeing Company - 17501 Southcenter Parkway, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1.. Maintain fire extinguisher coverage throughout. 2. Maintain sprinkler protection for all enclosed area. (NFPA 13, 4- 1.1.1) (UFC 10.302) 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 Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) CUFC 10.307) 3. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Yours truly, The Tukwila Fire Prevention Bureau co: T.F.D. file nod UNDER TU THE. FOLLOWING,.COMMEN S_ APPLY TO AND BECOME Pp°TOF THE APPROVED PLANS KW I LA BU I LD I Nf RM I T NUMBER __SJ 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. All permits to be posted at job site prior to start of any construction. CITY OF TUKWILA • u Division 6200 So Washinr Boulevard BUI[ ING PERMIT APPLIC. ION iukw lla, Washington 98188 Control # Q fir05/ (206) 433 -1845 /p Oc -,,i _ )' y Site Address /750/ �iC /T,S/CCi� /%C>F' %i�li!/y Suite# Floor #fJ',77r Project Name /TenantA,67L'6_ //% /L /7 77d Y //.',"4'NC Cu Valuation of Construction 9/900 Assessors Account# Property Owner //Pi9/?4,1 ELL C/ZiW Co/2 -/ Phone 7�aZ y7570 Address S 6 o/ G Ave. Sv SEA 7—re- te:- � ZU,4 z p P8roz5/ Appl i cant oc- /6. 77-4/2 -Y / //1/�L�/�/G C, Phone yy,Z 9� Address,? 0. 4' 370 i //74 /6 -g 7 ,SC�� s-c.P r /,[w/c} Zip Architect /Engineer , c " , 7 ;, j/. - Phone Address Zip Contractor /Or rur0145 License# Phone Address Zip Class of Work: ❑ New ❑ Addition , Tenant Improvement ❑ Remodel (residential) [J Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done 67P/0//6 7 cJ,c7TiC:ES Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 227_7/(2' Square footage of tenant space ,,,Z,27/767 Building Use 0,477 % G Z`- Will there be a change of use? [J 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 J zNo If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) (print name) ,.r/.f'10 //7/4c71/ Y Contact Person (please print) r, />/-C/VA-'Y Date Phone ,`f/ 5-':<'? 6-G OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ Plan Check Fee (000/345.830) Bldg Code Sur Charge (000/386.904) Energy Sur Charge* (000/386.907) Other ( ) *New construction only TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION FLOOR USE Occ T Si.FT. IAD y 3.O o Receipt# 07-3 00 Receipt# 3.50 Receipt# Receipt Receipt# USE Occ T Date Paid _1,2-2(1-S4 Date Paid Date Paid Date Paid Date Paid -7-/S-O (OWES: $ .— ) Square Foota'e •f Entir- Bui din •• Ss.FT. LOAD. USE 0 c OCC FT •ei 'L S..FT. OCC. TOTAL TRACKING DEPT. DATE Itf BLDG FIRE DATE OU 3NO 3 COMMENTS Approved for Issuance Type of Const. To Mahan: D to Approved: Approved (Initials) _pr----- Per letter dated 3 -y -eV Fire Protection: Sprinklers ❑ Detectors S.J PLNG Approved (Initials) ❑BAR OLAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated -� i akiico e. " \ GuAtt ''' - 'x !"7"1 C) HOW 1 KML- 42:.44=1 (el.) KI: 41-10W1-4, 4- 1,itt. ,Ae!=.1-0901-e)itit-del,„4„,A i KE MQ / . mxiArr, Oczitt , r mi•sdip1lw, ,�, 1.� cm .!_ `Ti �" !lam .�Lif 1— C::4-14.p4 , ,i �*. U 3l f cv' 04s3e ;2 .- ZEithOVE 1s1ihl Vis,146.0.4 .t t t im)V I~. s`.1s"C {144 t)c)o .s 4 1c,,k/r\v W. W O II E,. A EL. V . TO MATCH LINE. KEY PLAN SC. .LE =tC / CITY OF TUKWILA APPROVED MAR 9 1988 f / +� NOIED ilt.DiNr. l'1i'1tiCna.; St 0 OOMMEPICIAL AIRPLANE COMPANY A Division of The Boeing Company SEATTLE:. WASHINGTON 98124 FACILITIES DEPARTMENT 98002 98201 98035 91.24 TA4CI8 C DEEPSTIGA : AILNIO T/v O ft SPECIFICATION IS DftEPPP. P ODv A.!T? E • DRAWN DV APPR0YED DY CHECKED A • DYED APPROVED DATE $U*TITL OF 7-107 f'•LDG. 17501 S4. CENTER PARKWAY TOXJILA. WA 5 .tra ' .' .s 3t_ .6 ' ,r.v... tic .tei' ge.taia'trsk,s ao _r R_ .>....p.. 0..m >._'.N 1... :T.Y.f .f..,. mr�aR :1..tiw�55r���eew,avay�ap € t s .- f .x ■ r . i 2ii y .dy fe T , .rs.b ! . .ii' C .' Y,,4 1.7? , . ,+.:: ` • : Kr . ' . t ..4.0.;'''..,..-Z... L, i tw J Wif.: / - 1 ' f I I I ! I ! ! ! I i I III ! 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