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Home My WebLink AboutPermit 4087 - Rosellini - BoeingJob Address 230 Andoyer Park East Tenant /Owner The Boeing Co. Date of Issuance q -o ls Description of Work Temporary steel encloser Legal Description E] Attached ('Y5 ea .1*02310 - ni -05 Property Owner Address b93U 6th Ave. Phone Albert D. Rosellini Seattle, WA 98108 763 -7110 Engineer /Architect Address 14675 Interurban Ave. So. Phone P.W. Kosteniuk Tukwila, WA 98188 241 -3700 Contractor Address PO Box 3999, M/S 89 -14 Phone The Boeing Company Seattle, WA 98124 773 -0444 Authorized Agent License No. Value of Work The Boeing Company N/A 30,000 Fire Protection Use Zone Type of App = Accepted4) r1 Sprinklers C7 Detectors C -M Construction Issued By: INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 0 1st Fl. Rebar P.C. Footing 8 -30 0089 2nd Fl. Fdtn. Bldg. Slab q- (Xi/c/ Frame Demo. Bond ti-1 r) Wall Bd. Sur C 1.50 Total Tot. Tot. Total 331.50 Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 0 1st Fl. P.C. 130.00 8 -30 0089 2nd Fl. Bldg. 200.00 q- (Xi/c/ Demo. Bond ti-1 r) 0/' Sur C 1.50 Total Tot. Tot. Total 331.50 BUILDING PERMIT TUKWIILA THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issu e�B-y- -1 — ` ~ ' 1• NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CO RUCTION OR THE PERFORMANCE OF CONSTRUCTION. .77-tg lu Pc � 1 � gesture Sf Contractor or Authorized Agent za gar PERMIT NUMBER yo87 Control Number 85 -255 FINAL APPROVALS: Fire Dept. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I Job Address 4:3 A dr)ver Park Last Tenant /Owner The iio2 i nr Co. Date of Issuance ..; •i.`) D A Description of Work Temporary 31 :eel encl,)S('Y' Legal Description H 7: ./ ;1 '10 w (J1 fir/ i , Property Owner Albert U. Rosel l i ni Address b:1oU btn Ave. Seattle, WA 98108 Phone 7 . /118 Engineer /Architect P.48 Kosteniuk Rebar Address 14b1b Interurban Ave. , . A). Tukwila, WA 93188 Phone 241• -3�CU Contractor The Boeing Company — Rooting Address PO box 3999, M/S 89-14 Seattle, WA 98124 License No. VA Phone _ 713 - 0444 Value of Work 30 ,000 Authorized Agent The Boeing Company Fdtn. Fire Protection Lprinklers L7 Detectors Use Zone C -•ii Type of Constru tion Appl- Acoepted.By I;sues; ray: INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 0 1st Fl. Rebar P.C. — Rooting :; - -3U U,89 2nd Fl. Fdtn. Bldg. Slab f;(. ? ') <: ," I i, Frame Demo. Bond Wall Bd. - bur c,e 1.DU r ", ') r..:� '- Tot al Tot. Tot. Total 8J..60 Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 0 1st Fl. P.C. 1:'8.U(1 :; - -3U U,89 2nd Fl. Bldg. .:00. U0 f;(. ? ') <: ," I i, Demo. Bond - bur c,e 1.DU r ", ') r..:� '- Tot al Tot. Tot. Total 8J..60 BUILDING PERMIT TUKWIILA THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions czt Approved for Issuance NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. — 17 tr. -3 r -%1,) Si gnature / of Contractor or Authorized Agent. Date ' 0 :; .a� PERMIT NUMBER f /)' 7 Control Number „j - /Ht-i FINAL APPROVALS: Fire Dept. Date Bldg. Official .Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I CITY OF TUKWILA Building Division 6200 Tukwila, Boulevard (206) 433 -1849 Inspector . Inspection Results /Comments: / 4e / deGrhrt 5 Type of Inspection d Site Address 0 230 /vev Requestor Special Instructions ,sded.„ INSPEC,.ON RECORD PERMIT # ' r7 /s Date ///b Date Wanted 4///7 Project Phone # Are (1174 / i S r? Primovnes ti 512.0 !, dve been s .s v Lei 41- a /Qfr» ..ti � 4. '_ Date �v /AV ..rrrit!ant . ,. fiu) , + :.. ". " :'tt : `�*;a:'.i' a.m. p.m CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)'433 -1849 Type of Inspection Site Address Requestor 44 Na/b#h Special Instructions Inspection Results /Comments: Inspector % /47Ill ..wr x�s,u .nma+.a ttYN ^, sRbaa �::,Kg4N:x1C!Yr!f :Le,k!' . INSPECT • RECORD PERMIT # O v7 Date l;2/3/e6 Date Wanted a.m. p.m. Project At44y 641. J204 Phone # Date /.2 l3! lC r Project Name Address TO: El Building El Planning Authorized Signature CITY OF TUKWILA Central Permit System ".... Type of Permit(s) e J This project is approved by this department: FINAL APPROVAL FORM El Public Works p:Fire Dept. 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. 'his project is NOT approved by this department; the following corrections are necessa ( ) ( ) ( ) ( ) ( ) ( ) ( ( ) ( ( ( ) ( ) Authorized Signature Date r ontrol No. 11 , Permit No. ' El Police El Parks/Recreation • - - Date CPS Form 3 Pittsburgh Testing Laboratory CLIENT'S NO: B391122 #2 REPORT OF: Temporary Enclosure PROJECT: 736 Building 230 Andover Park E., Tukwila, WA CLIENT: REPORTED TO: Inspector: G. Schenk 12/11/85 GS /ets ICEPORT BOEING COMPUTER SERVICES Accounts Payable P.O. Box 24346 M/S 7W -60 Seattle, WA 98124 (1) Boeing Construction, Attn: Mr. Ardis Everson DAILY REPORT Respectfully submitted, PITTSBURGH TESTING LABORATORY 47yet,(4._ 4,- David S. Haley, P.E. Seattle District Manager PTL- •UATTL* 7400 3R0 AVENUE 8. SEATTLE. WASHINGTON 98108 2oe /768 -4864 ORDERNO. SEA 4296 DATE 12/30/85 X7.001. ' A visual inspection was performed on field welding and bolting for the above mentioned project. Drawings #107 -A036- 1003, sheets S -1 S -2, and S -3 were furnished for inspection. Field bolting consists of A 325 high strength bolts with load indicator washers. No problems were found and bolting conforms with AISC requirements. Field welding is satisfactory and conforms with AWS D1.1. Fiat bars, 1 /8" X 2 1/2 ", for siding attachment are not all installed as they may be omitted per Engineer direction. 'ROJECT: 736 BUILDING (T I Service) ADDRESS: 230 Andover Park E., Tukwila, WA I NSPECTOR: M. Jones PATE: 11/8/85 PERMIT #:• REPORT #: 1 0 Approved Plans on Site: (X -Box) YES ❑ NO )) Location: (Be Complete) ;) Concrete - City Mix ❑ :ype III High Design Mix # Early 51/2sk Cement Content: 51 sack Max. S.ize Aggregate: 1" Supplier: Miles Sand & Gravel Co. Slump (In.)41/2" % Air: Concrete Temp. ( °F): PTL Batch Ticket Received: YES ❑ NOCII ;) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: #6 - 11/4 bolts Rebar Manufacturer: REMARKS: c: rts- 11/18/85 I SHZO 1•S, 7400.3RD AVENUE S.. SEATTLE, WA 98108' •• A MUTUAL••,ROT•CTION TO CLIENTS. INC •U•LIC AND OURS[LV[ / . REPORTS •RS •U•MITT[D Al THE CONOIOCNTIAL PRO►LRTY Of CLI[NTS, AND AUTHORIZATION ION ►UILICATION OP MEHYI, CONCLUSIONS OR CZTRACT• •ROM OR RI/CARDING OUR R[►ORT• IS R[SIRVCO ►LNOIHG OUR WRITT[N A► ►-OVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION B) Inspection Report of: (X- Boxes) 0 Concrete ® Resteel • ❑ Masonry ❑ Grout ❑ Other (1) Boeing Const., Attn: Mr. Ardis Everson -. • - v • • ♦ • • v • ♦ • Weather: Cloudy, Cool Rig cnntings pads #1, 2, 3, 4 ❑ Footings ❑ Auger Cast Piles ❑ Slab -on -Grade ❑ Other F) Test Specimens Cast: Number of Samples x prisms. Set no(s): #1 A,B,C 6" x 12" cylinders. Required Strength 3000 psi Specified Age 28 days Quantity of Material Placed: 151 H) Mortar: Type M❑S ❑N ❑O❑ (X- Boxes) . Cement Parts Lime Parts Sand Parts Mortar Temp. ( °F): ORDER NO: SEA 4296 CLIENT'S #B391122 Ambient Air Temp: C) Items inspected: (X- Boxes) 51 ° F ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams cu. yds. Grout: Cement: Sacks , Job Mix ❑ Ready ❑ High Lift❑ Low Lift ❑ Cleanouts Inspected:. YES ❑ NO ❑ Grout Temp. ( °F): ') All items inspected are in conformance with approved plans and specifications: YES ® NO ❑ If not, explain, in detail: Note Action(s) taken regarding items of non- compliance: PITTSBURGH TESTING LABORATORY Seattle District Manager David S. Haley, P.E. SPECIMEN MARKING AGE GAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD - POUNDS UNIT LOAD - P.S.I. REPORT NO. 1 A 7 4998 11 -9 11 -15 116,300 4110 1 —A 1 B 28 4999 12 -6 1 C 28 5000 12 -6 M. • Date Moulded 11 -8 -85 Reported 11 -20 -85 Project 736 Building At Andover Park E., Tukwila Contractor Boeing Construction Reported to See Below Concrete Supplier Miles Sand & Gravel Co. Quantity Represented 15 Cu. Yds. Specimens made by M Jones No. Submitted 3 Location of pour Big footing pads #1 thru #4. Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No Cement 517 lbs. 5 . 5 bags Type III lbs. Source Type. Hi — Early lbs. Size Source Type- lbs. Size Source Type- Gals. Gals. /bag Kind Kind PTL botching inspection ❑ Project Engineer Concrete Supplier E Other ❑ (Designate) Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total Admixture: Amount Admixture: Amount Above information obtained from: Entr. Air n/a Cylinder Size 6 x 12 Inches PITTSBURGH TESTING LABORATORY Remarks• Weights Not Available cc: (1) Boeing Const., Attn: Ardis Everson ESTABLISHED 11301 7400 -3RD AVENUE S.. SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT COMPRESSIVE STRENGTH Day tests previously reported FORM 4002.8•5E Order No. SEA 4296 Report No. 1 A Brand ❑ Contractor ❑ Actual Slump 4z In. Ticket No.: 92097 Temperatures: Air 51 °F Concrete 59 °F Weather cloudy, cool Mixing: Central Mix ® Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection ® Project Engineer Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier ❑ ❑ Contractor ❑ Area 28.27 Sq. Ins. Respectfully submitted, PITTSBURGH TESTING LABORATORY SPECIMEN MARKING AGE' DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD - POUNDS UNIT LOAD-P.S.I. REPORT NO. 1 A 7 4998 11 -9 11 -15 116,300 4110 1 —A 1 B 28 4999 12 -6 182,500 6460 1 —B 1 C 28 5000 12 -6 184,500 6530 1 —B PITTSLRGH TESTING -LAB(( '.ATOR ESTABLISHED Iasi 7400 -3RD AVENUE S., SEATTLE. WA 98108 AS A SUBMITTED AS TH CON PROPERTY OF CLIENTS. ARE AND AUTHORIZATION Order No. SEA 4296 FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT Report No. FORM 0002•B-SE 1 B Date Moulded 11 -8 -85 Reported 11 -20 -85 / 12 -11 -85 Project 736 Building A Andover Park E., Tukwila Contractor Boeing Construction Reported to See Below Concrete Supplier Miles Sand & Gravel Co. Quantity Represented 15 Cu. Yds. Specimens made by M Jones No. Submitted 3 Location of pour Big footing pads #1 thru #f4. Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement 517 lbs. 5 . 5 bags Type III Brand Fine Aggregate (SSD) lbs. Source Type: Hi —Early Coarse Aggregate (SSD) lbs. Size Source Type: Coarse Aggregate (SSD) lbs. Size Source Type: Gals Water Total Gals. ./bag � Admixture: Amount Kind C 'Q�N\y ti Admixture: Amount Kind P 19�� Above obtained from: PTL botching inspection E] Project Ig'ne�r ❑ Contractor ❑ Concrete Supplier 120 Other ❑ (Designate). GA Entr. Air n/a % Actual Slump 4 i In. ` Ticket No.: 92097 Temperatures: Air 51 °F Concrete 59 °F Weather cloudy, cool Mixing: Central Mix ® Truck Mix 0 Job Mix ❑ Above Site Information obtained from: PTL Inspection ® Project Engineer ❑ Contractor El Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Cylinder Size 6 x 12 Inches Remarks: Weights Not Available COMPRESSIVE STRENGTH 7 cc: (1) Boeing Const., Attn: Ardis Everson Day tests previously reported Common Carrier ❑. Area 28.27 Sq. Ins. Respectfully submitted, PITTSBURGH TESTING LABORATORY Seattle District Man•'_er - C ity of 1 uk ila Ma ryVanDusen Fire Department Building Official Building Department City of Tukwila. Control ;t8 X55 Re: Boeing Compa Enclosure -- 230 Andover F'ark E=ast Dear 710r•-2 1. Maintain sprinkler protection for all enclosed areas. (NFF'A 13, 4- 1.1.1) All modifications to sprinkler systems shall have the written approval of the Washington SurveYinq & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No Sprinkler work shall commence without approved rirawinas. (City Ordinance *1141 8 NFPA 13, 1-9.1) 24 What is to be the use of this structure?. Yours truly, .The Tukwila Fire prevention Bureau cct. TFD File Hubert H. Crawley Fire Chief September 13r 1985 City of Tukwila Fire. Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 576.4404 C.ITY OF TUK'WILA CENTRAL PERMIT SYSTEM - ROUTING FORM TO: Q BLDG. PROJECT 4 ADDRESS .. v r PERMIT NUMBER • PLNG. Q P.W. Q FIRE Q POLICE 0 P. b R. DATE TRANSMITTED 1 RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED CONTROL DUMBER fS -:2S PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW, INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINES) ON WHICH THAT CONCERN IS NOTED: i D.R.C. REVIEW REQUESTED 0 PLAN SUBMITTAL REQUESTED 0 PLAN APPROVED PLAN CHECK DATE COMMENTS PREPARED �,Ilv . iGt.., •. LI• u■•1 L ..17 IAN • I■i+\' ST 1 TAX - I. '0 LINT N'JtAil F !2310- 0100 -08 449A 022310 - 0100 -08 • )ETACH THIS PORT ION AND MAIL WITH YOUR PAYMENT 'H:?r'Er. 1'I 'I A >: ACCN'NT NUMP.ER SEE REVER. E S t. L G ALL PARTS WHEN PAYING IN PERSON ROSELLINI ALBERT D PREMIUM DISTRIBUTORS INC 5930 6TH AVE S SEATTLE WA 98108 LOT BLOCK CODE SEC TWP FIG ANDOVER INDUSTRIAL PARK 2 POR LY S OF LN 1106 N 88-54.-54 W 284.96 FT FR PT ON E IN 105.99 FT N OF SE COR TO PT ON W LN 103.55 FT N Of SW COR ETACH THIS PORTION AND MAIL WITH YOUR PAYMENT ad ROPERTY TAX ACCOUNT NUMBER payment ROSELLINI ALBERT D PREMIUM DISTRIBUTORS INC 5930 6TH AVE S SEATTLE WA ROSELLINI ALBERT D PREMIUM DISTRIBUTORS INC 5930 6TH AVE S SEATTLE WA • Make check payable In ■ECOND HALF TAX BECOMES DELINQUENT AFTER )CTOBER 31st, u did not make a first payment and /or pay all of the quent taxes listed above, call (206) 3443850 for delinquent interest and penalty due. FULL AMOUNT MAY BE PAID APRIL 30th PAYMENT S OF PRIOR YEAR 1 AXES MUST INCI UDE ALL INTEREST AND PENALTY DUE • ,Fn. r y .n if'• •, C n�.. n,'' ..p• •• nu,' I { TO' , . 6 . ... 3 I ■..•1 • r..n, TA. � I I III .: • t ' t. I.. ' P, 'it '.,.r. ' 1 .,Ilh 1 FULL Tit +.x NFI'`7:: ') E'. DEIIN!JENT - T— ... _ . 9t 1 . t7T 1. .. r,: KING COUNTY, STATE OF WASHINGTON 500 FOURTH AVENUE. SEATTLE 98104 - 2387 C0480 98108 022310 - 0100 -08 • Fi'SI 1,,i11 t•t. :•illsl tit r>a•r: or posirh;Irk$ I , r.;.• 7 or ENTIRE TAX BECOMES DELINQUENT AN,.; ■"!1' I AC'21 !G. ANNUAL INTEREtiT HND Pt NAI TY :URREfft TAIL DISJRIB 10 ~1.111• . I • I I i .I • t I ETC 1985 REAL ESTATE TAX DELINQUENT PAYMENTS RECEIVED WITHOUT INTEREST AND PENALTY WILL BE RETURNED • KING COUNTY FINANCE DIRECTOR. Your cancelled check is your rezeipt l i i `EIMIT i , I l E Il_ rEAPfrEAR p5 •1^ 111111 I J 'M lat payment Ko ... ; r MINTY. STATE OF WASHIN5TON ht':U F i; JR' i AVLNt17. SEP1 TLE 98104 -2'' CO480 L. _ • .r "Pr titAL LS I L I AA I tIYItN I KING 1.,t U)' : f t."[ OF ViASHINr,1 ON . • IL •t 12 '..r.'.t' 'At 1141: • e • 7'• 1''. I Ilt'VI • • . In • :, , • tax hecunl•:. U• t,urvd ..rtr. Of TC ER 3 1-11,..L AMOUNT MAY BE PAID APRIL 301h INTEREST T C' 1985 REAL ESTATE TAX 1. 13.70 93e.91; 11555.25 ;• • • ,t I 1 t 98108 IMF -- DUE CU ' ENT TAX INFORMATION 226.72 '' :. , I,1. , 4 .•, ' init.. ,r L17nreNt ;.x On,,:!.' • I,11. 166.03{. 86.23 - i- • DELINQUENT TAX INFORMATION T �.x DELINQUENT It'TAL PENALTY ISEE REVERSE, FULL Tr X DUE OCTOBER 31 trniriln LPIWi lT1V 508,0(1 600,0Ci 11.40391 6,842.3' 6.842.3 TOTAL CURRENT AND DELINQUENTS �C HALF TAX 314cb•I • 1 3,421.11 02231001000800034211709 DELINQUENT PAYMENTS RECEIVED WITHOU' INTEREST AND PENALTY WILL BE RETURNEE Kit.'. CC'UNTY FINANCE DIRECTOR. Y 'Ir cil'I i,'I' "I c'l •c k is y9,It rr'r'tpt 7 'ti Vii ' ._ T.,' I . 'L, �C �F TAX •I '1' I 7 NI .. T''1 .:rr'.V1, Li •' 85 -t -- - - - b:842.3tr - 3, I• • APRIL 30 31421.1 02231001000800034211709 JOB ADDRESS 3O A R R9RK 6-- - Z-50 )JLE TENANT " S DATE OF APPL. eaA4P -01V I ?x) IV& /<a % 5 ?At& DESCRIPTION OF USE ( -I it /1/friaif 7 3T7W t LEGAL DESCRIPTION ATTACHED PR PERTY (46FRT 1 i �'U`..�WGt.//t!1 ADDRESS 6 900 (o 14-ti : vffg7?ZZ' c)S /C8 PHONE •', - '' /1C7 E N INEER /ARCHITECT r�'o; L� M / U'( ADDRESS / 'lb 75 ..1 EPLi& ?A1 AOC � . PHONE 2 //-- -3 -)oo CONTRACTOR . 1 . 716 . '�6 COMP a/ ADDRESS 114/.5 07- L/.. 2. P0 &Arz6:� 181241- PHONE 773- o'l AUTHORIZED AGENT -1. art" � :r09 eopmei Nl LICENSE NO. - LUE OF WORK 30, FIRE PROTECTION SYSTEM SPRINKLER DETECTOR USE ZONE TYPE OF .. NSTJ (�/ ADJUSTED VALUE GRADING CUBIC YARDS CUT FILL SIZE OF BUILDING SIZE OF UNIT (00 / F.-1'- jJ WORK TO BE DONE: �A /� / �� c o��.s oC i 6 7 M t_O & t 3v:F. 1ST FL. 2ND FL. Cif 0 :: "- S l? L8) a-6 >4 - • -� ( P 40N - Tr-1 Scc r - 17..►�L TOTALS I HEREBY ERTIFY T AT I HAVE READ AND EXAMINED THIS APPLICA- TION A ,.'k 6w T ' E TO B T E AND CORRECT _ ,., FEES AMT. DATE A REC. NO 13E0. BY P.C. 13C� �' X;, k ( r, r Xj' - ' !, _ ADJ. SIGN UREIC B.P. zoO. - - .. I/ �o l,'7') ° r' ^� U b DEMO. COMPANY //�, J DATE 30 U✓r. PHONE _.l a..3 -61 1" 9 I � ' 1 TOTAL 7" t • APPLJCATION FOR USES TOTALS DEPT. APPROVALS PLANNING HEALTH PUBLIC WORKS FIRE SQ. FT. OCC. OCC. LOAD CITY USE ONLY CITY OF TUKWILA SPECIAL CONDITIONS , 3663#= 1 -1-5611z-a) c( #a- zazqz. -yz /s CONTROL NUMBER 95 _5' •� . 44 r a Gib eY..... S EP 3 198 TUKWIL ..................................... . TIO BUR EA column footing plan elevation general notes design criteria plans temporary enclosure roof plan sections details REVISION APPROVED DATE SYM APPROVED 4M 5 =, r +r�►rin rml�rt� ii►rlr►tl iflrllrul (11111"1 u 1 1111 Ii1111)11 FACILITIES DEPARTMENT H11IHil IIIIliut Ilillllll IIIIII u IIIIIIHI 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY LAST REVISION SHEET SYM JOB NO. 754712 -02 DATE OF D4 -106 DWG. NO. 107 -A036- 1003 -S3 17036-- 003S003- SEC /DET -NW 3/8" SOUTH COLUMN BASE PLATE DETAIL SCALE: 3" _ 5 / 1 6 " WEB (2) 5/8" 0 X 1 1/2" LONG A -325 BOLT L 4 X 4 X 1/4" 3/8" GUSSET PLATE SIMILAR 4 PLACES 2 TYP. .a- 1/4" 1 1 / I A 1 '- S - -1 S -3 DETAIL SCALE: 3" = 1'- NORTH COLUMN BASE PLATE DETAIL SCALE: 3" = 1'- 7 " - - -5/8" BASE PLATE W 10X33 ------ DRILL 9/16" 0 HOLE FOR 1/2" 0 KWIK BOLT 5/8" BASE PLATE 1r 7" S -1 S -3 11/4' 1/4' NOTE: FRONT COLUMN FLANGE NOT SHOWN 1 1/8" 0 ASTM 1045 ANCHOR BOLTS DRILL 9/16" 0 H O L E I N PLATE AND LOWER CHANNEL FLANGE FOR 1/2" 0 A-325 BOLT ----- 1/4 L 2 X 2 X 3/8" REVISION 1 Y P ""-- 2 / " 4 DETAIL SCALE: 3 3/8" GUSSET PLATE SIMILAR 8 PLACES ( 2) 5/8" 0 X 1 1/2" LONG A -325 BOLT 5 CLEAR 10" BY MC 6X12 MITER AT CORNERS AND BUTT WELD 2 1 / 1/2" THICK PLATE CENTERED ON COLUMN 0 L 4 X 4 X 1/4" X 4" LONG. MITER ANGLE TO MATCH 1:4 ROOF SLOPE FOR TOP CHANNEL CONNECTION --- --___. (2) 5/8" 0 X 1 1/2" LONG A -325 BOLT TYPICAL 2 PLACES DETAIL SCALE: 3'' = 1 1 /2" 2 1/4 TYPICAL 5 PLACES SIMILAR 2 PLACES DETAIL R 3/8" PLATE 5 „ X 1I -1" 2 " 4" S -1 S -3 1/2" 0 X 1 1/2" LONG A -325 BOLT MC 6 X 18 (SIMILAR 4 PLACES) SECT I ON SCALE: 1 1/2" = COLUMN MC 6X18 L. 4 X 4 X 1/4" MITER TO MATCH ROOF SLOPE END COLUMN ONLY BOTH LEGS 1/4 1" CLEAR MIN. L 2 X 2 X 3/8" FOR ROOF CONNECTION 4 " EXST'G BLDG. WALL 1/4 MC 6X18 TYPICAL 4 PLACES ETA I L SCALE: 1 1/2" _ DRAWN 8Y H�"EC"i(U TERRY -------DATE EHE 8 -15 -85 DATE S E R SON 8 -7 -85 TITLE H K J JPN 8-15-85 APPROVF JW /EBG 8 -20 -85 APPROVED BLDG. 7 -036 2 SIDES 3/16 " 7" 6" APPROX. REF. S -1 S -3 COL. G/7 SCALE: NOTE: ROOF AND WEST WALL PANEL NOT SHOWN DETAILS & SECTIONS TEMPORARY ENCLOSURE TUKWILA EXST'G EXPOSED AGGREGATE ON BUILDING WALL 1/4" PLATE 5" X 5" PLACE GROUT ON EXPOSED AGGREGATE AS NECESSARY TO MAKE SURFACE LEVEL 1/2" 0 X 6" LONG KWIK BOLT CENTERED IN PLATE, EMBED 4" 4 X 4 X 1/4" CENTERED ON COLUMN FLANGE 6X8.2 -C 6X8.2 TRIM FLANGE TO SUIT (TYP. MC 6X18 - C 6X8.2 CONNECTION) SECTION