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HomeMy WebLinkAboutPermit 5423 - William Dierickx Company - Storage RacksCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 'g¢9 BUILDING PERMIT Work to be done_ Site Address " 'I' :'' " 11 .Suite Tenant Building Use WHSE Assessors Account # (500c $0 -DOG -U Property Owner EQUITABLE LIFE ASSURANCE OF U.S. Phone # 241 -7700 Address 100 2ND AVENUE #3620 SEATTLE, WA Zip 98104 Contractor (SELF) WM DIERICKX CO. Phone # 241 -7700 Address 12614 Interurban Avenue S. T.I. /t :c2 c PERMIT # Control # 88 -289 (512) ttle, wa „ Zip 98188 FOR BUILDING PERMIT ONLY Approved for Issuance by: (9' Date :el 23-es Sq. Ft. Office Warehouse Retail Other Occ. Load 1st Fl. 2nd Fl. 3rd Fl. Total Fire Protection: Sprinklers [] Detectors Zoning /y) —/ Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 1000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #5S-2.5-$ Receipt # $ Receipt # $ Receipt #.5-:;.2:1 3.5U Receipt # $ Receipt # $ $ 20.60 17.10 FUR SIGN PERMIT ONLY ❑ Permanent [] Temporary [] Single Face ❑ Double Face [] Wall Mounted [] 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 IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK l5 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 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 ANCEL THE PROVI IONS eF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE Of CONSTRUCTION. Signed_ . • 4 ' . Date (3‘/C--72313____K- LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature)__________ _ OWNER- BUILDER DECLARATION ( •) 1, 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 1, as owner of the prop erty) a m exclusively contracting with licensed contractor's to construct t e project. Owner (signature) � —¢—` —° Date_ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - twig BUILDING PERMIT Work to be done_ Site Address '- " 'I .Suite Tenant "'. Building Use WHSE Assessors Account # _0Qipygp p0_3 -0 Property Owner EQUITABLE LIFE ASSURANCE OF U.S. Phone # 241-7700 Address 100 2ND AVENUE #3620 SEATTLE, WA Zip 98104 Contractor (SELF) WM DIERICKX CO. Phone # 241 -7700 Address T.I. ft'a 4f PERMIT # Control # 88 -289 (512) 12614 Interurban Avenue S. ttle, wa Zip 98188 FOR BUILDING PERMIT ONLY Approved for Issuance by: 4041 Date:y_23-• <> S q • Ft. Office Storage/ W e arehous Retail Other Occ. Load 1st Fl. 2nd FT. 3rd F1. .- Total Fire Protection: 21 Sprinklers [] Detectors -- Zoning in-/ Type of Construction Special Conditions FOR S L5N PERMIT ONLY sq. ft. @ 1st F1. sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 1000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 5.21- $_ Receipt # $ Receipt # $ Receipt # .z21t Receipt # $ Receipt # $ 17 10 3.50 =.11•21C 1C21111.11171.1c1.7.ffill $ 20.60 ❑ Permanent [] Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ['Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL AND VU10 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 15 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 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 - PROVI,$IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date c.)A / s LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Signed Contractor (signature) Date OWNER- BUILDER DECLARATION ( -) 1, 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 property, am exclusively contracting with licensed contractor's to construct the project. Date c-Va .3 Ib* Owner (signature) ""\e-t-_-�+L 9.st 1t:'3i::G &CL:.I:i'iL it 4 xsM..+ xe+. uw....,- n. w..,..,. w. n,, ..,,.,,.w...wrwow..:x.,....aws xrri,+ Jxtof. max..: n. Vts, a, aeoa+, ro-sv..,,. w.. ww.+...».....• *. on:.r.,,,U+r»w:.ruwy .Vta ':k4x :P;:!: 1;1!' 4 l:,.+57!_2,3::.: CITY OF TUKWILA Building Division Tukwila,tWashinatonul98188 (206) 433 -1849 Type of Inspection Site Address y�,(�- �,,,,� Requestor Special Instructions INSPECTION RECORD PERMIT # ) 7 3 Date 3• Date Wanted 4/7 0-x, 9_2c- A a .m. . S Project 6,,J /1)/a? r f 4 r Phone # 2 yr/ -- 7'70 a Inspection Results /Comments: Inspector Date 0-64M? ,4.17..7.,. CITY OF TUK CV ILA Central Permit System vontrol No. - Z Permit No. /L FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/Recreation i Project Name Lk) AA Et. DI G r ►c-K C'o Address I") (r J. -;:tQJL4<a L )- W'\ A v 5 Type of Permit(s) Ks 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: () () () ( ) �I1/►,rr �'r. (%`Ltd ( ) ( ) ( ) ( ) () () () () 1 `••( Cyc / r9 c e S (>1C Authorized Signature Date This project is a • Authoriz • proved by this department: S gnature Date CPS Form 3 J.Y THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 5-c1-2.3,_. 1. NO CHANGES WILL BE MADE TO PLASN UNLESS APPROVED BY TUKWILA BUILDING DEPARTMENT. 2. ALL PERMITS TO BE POSTED AT JOB SITE PRIOR TO .START OF ANY CONSTRUCTION. 3. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH APPROVED PLANS AND • REQUIREMENTS OF THE UNIFORM BUILDING CODE (1985 EDITION), UNIFORM MECHANICAL CODE (1985 EDITION), WAHSINGTON STATE ENERGY CODE (1986 • EDITION), AND WASHINGTON STATE REGULATIONS FOR BARRIER FREE. FACILITY (1986 EDITION). City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor September 22, 1988 Fire Department Review Control Number 88 -289 (512) Re: Equitable Life Assurance - 12614 Interurban Avenue South, 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. 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) (UFC 10.301b) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) 3. The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM q zi-3s (10 /T2.MEMO) CONSULTING ENGINEERS /CIVIL AND STRUCTURAL CI op° 0-t,d/k62Q/A,-er March 21, 1988 )9Fri Yale Materials Handling N.W., Inc. 8101 - 7th Avenue South Seattle, WA 98108 Attn: Mr. Gary Freshwater, Account Manager RE: Seismic Analysis of Storage Racks for 12614 Interurban Avenue S.; Dear Mr. Freshwater: LeAkt %� The Warehouse at Tukwila, WA (R.E. Job No. 8803 -036) The Seismic Analysis and calculations were performed based on the geometry and loading shown on page 1 for case B & C and page 4 for case A (except that case A was using the results of case B & C to estimate the maximum allowable loading). Under all conditions, the storage racks were found to be stable with the addition of (1) 1" diameter expansion anchor per page 2 with a minimum embedment of 2'" at every leg of ,0�� , each rack with a column base plate thickness of 3/8 ". This VS method of bolting will accept a resisting force deemed ad ��Q, O� per the 1985 UBC Standard for seismic loading with re e •� ��� overturning. The maximum loading for case A was ; �Q 5100 lb. S Q 1 O� 0 If you have any questions, pleassecon 0 a � 1 V Sincerely, Li Yang, MS, EIT • LY: tm attachment 191; 0,04. 06„.14 CITY OF TUKWIIA APPROVED s 2 2 1988 ED RUPERT ENGINE ( NG, INC. 1501 W. Valley Highwa 'LN. Ste. 101 P.O. Box 36 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB telAVMHOLY 0sock » ( 8883 -Os SHEET NO A I CALCULATED BY uY CHECKED BY DATE SCALE OF DATE 3/ 17 / a8 tql 1 I. ALL.. Z.-ro t:, V'= Lt;VEL • 1`{- W K ICI /AL,..L% ,c.., LA,∎'E 17 4.4 x.785 Ib.65' - 38zI 4.4 8.4 17 37.03 - 84.17 `%? R4 LO.2E n = q..4 C'.14)•= . !01'�<. c vtrrrii tJ1 i• 4. . I• .Al..l.. rock -; LoAt-15P 38zI)(.785)-1�(• L . K Z. - rot, ve.oC LAP, . = (.; 4.) (, 8.4 (7) �, I p ,,r CV-A4111.-14r �aM <0 1.'m rr.._1 jb1L4 .rr 'K46'r7 1.5") 1- S" C S. 4.7ge) ---'15.-G:=!. — . 30 3 1•�( 5 -,113 5- ) -- ,e..: .= 1.1,'78 / -K; .. EravErk.'�7 • - 30z 7 { i i MAO �t%ix)i . b.. ire col RUPERT ENGINES G, INC. 1501 W. Valley Highway Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB L SHEET NO ' OF a CALCULATED BY 1-' Y DATE � 17 18 CHECKED BY DATE SCALE SS a — 036 2 ;•:46 Eck $'6)9 •FsOV( 5.�� j1.At✓ . .....Tie. 7= Novo.. K a , �_ K I.do!: @Ar...JO ft ;= - 3q 3 ..x 2.. •763, — 0757( = 35.9 K I • 7/3,67/3 6. R .... • .0 219 IN'3.... =. 6 �/ .. '.r,o. .... x.OZi4) - .. /81 // r A.USg. %•! �•. a7.5�~ y.181n 7— .K U pAtJ4k J ,T l /.. =/. ,�...1=..�:•1��.,.....r`+�: sH.0.rJ►•I At~ov Auvi.J�.ar �> L A2 (5- O ; /4) ( H I e K C+.lc GA17AGrD,' Play . ve,r,11JkAt`17 Lo 17 = 4 , • h' s" -t1 -+I��C ItJ cor�Gr`i •f- .. .d.-)- h' i St4sMI^ -:')1111'.44. `J1pE. N.o0AI•'IIJ.4 .,4.'1iA (19. ")( 51.4"1- . .. t 1 1t4" 1. 5-07 Fre- mac tqfth21 ka. win wr ink„ •7D2. 7 . 3613 . :3„ �tL vw.A0klei 'FK'r 1/1 E = a•. 4 41. 5-°7 q ='J ( p ) t L.. fit = AKJ1 t.J r , ..-. -=i"J: ;�,� G.7. . /l use ..-'v..___ -'_' « i........:. . (/ ( rlul✓) K. lc -!-7O <-;"i G RUPERT ENGINEE G, INC. 1501 W. Valley HIghwa . Ste. 101 P.O. Box 36 AUBURN, WASHINGTON 98071 (206) 833.7776 Ci G i4 G:7;QC CAla•NG.L1 JOB 880. SHEET NO CALCULATED BY CHECKED BY DATE SCALE OF S DATE /i-7 /88 I. ............... - •• •,,, - , • • - ratplcHlti14-.1....514v:A.s_t) ...=--... 0 z _re- . (i1=.?0.4( ? ,Z) • I I , :02(3.0)(; 5 %, :t-)4, ?)( S) =-: 1 �.7. ....._ ......_..........i........i .,......I............ I........ 1.. ........i......... . 1.......r........, f.....•.,......_,.... ........... 0 kl^ i {.. 1 i T is 1 . I .... :..`../. • -- :i.�....•. ...... • I. : � 02(300(4 � )() • y lg...! �•41 , i ; 14x. t. G� . _......�; • RUPERT ENGINEE'!G, INC. 1501 W. Valley Highwa Ste. 101 P.O. 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Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB SHEET NO CALCULATED BY (, l CHECKED BY OF DATE DATE 5 *AS /88 SCALE i L3). Cr>i'.IGr.:_- -rte i Go.P/i.G,IT•i ............:..... .... .... ......... i 1 . •" •3 "•i• eP . ks.1i-ro . c:fpNi i �u -K J.1:.-r:l�. . .lest .o v .D 1N .i i . I .i. I . i . . . ............ "ta.). ALI..1.:1AYL . -- )L l tr+�:(it.l t '�, ,1.1i�� = �'oc o frSC= °6 1-4.e!1.I.AP'L . r..... . ?.°....:.° •...( I. 5.) ...0 ✓ 13 .............:. 5.4 I. :l b.. %....AL,I...o1,1∎6, t, Ca04,t�OTM. ` �H -7rKk" � _ • a 2' .1 ai • o 4. 'IC .....i ALlor.lAbLE • U i4 iNtal....--1.1V..A i. ob..(...- $".�..5- + 1.15.3 C2! (..7.�.. ......11.7 14. • j. •%LL.►. J'Ae,L.E :..P .1 1, 7/_.831_;5 1 •••07 • • ! i 313 P .. J.. � 4 +5)(5") — . 8' 9 • i ! i , 1 i I C) . .,o.L1%.1",1 MML P IykiDiiNker i 6-, ;yam i=...—. 1.. !s. ,11707:s7 i — • $7. 4,4 P5 ( : ............. T i :"8.313? .` ,' „ .( �..�.. . o 'i , = . I ' b* c.:.1_ .l I 5.) C. . S ) .., _-7 te-. (1 13t 1 6 �I i Q oo)(1 ; i i .L. ..'.. i ov . . Al 1W!i3.l ... .. = gr.;0-4J 1'5-.91 I =+- 5, Sol K , 1' ,Moog niI Eli/Rim. G. w. 1101 11 I I t �..f ?_ #:... .;:� t Wi,. CONSULTING ENGINEERS /CIVIL AND STRUCTURAL March 21, 1988 Yale Materials Handling N.W., 801.- 7th Avenue South. • Seattle, WA 98108 Attn:' Mr. Gary Freshwater, Account Manager.. RE: Seismic Analysis of Storage Racks for The Warehouse' at 12614 Interurban Avenue S.; Tukwila, WA. (R.E. Job No. 8803 -036) Dear Mr. Freshwater: The Seismic Analysis and calculations were performed based on the geometry and loading shown on page 1 for case B & C and page .4 for case A (except that case A was using the results of case B & C to estimate the maximum allowable loading). Under all conditions, the storage racks were found to be stable with the addition of (1) 'l" diameter expansion anchor . per page2 with a minimum embedment of 24" at every'leg of each rack with a column base plate thickness of 3/8 ". This method of bolting will accept a resisting force deemed adequate_ per the 1985 UBC Standard for seismic loading with respect to- overturning. The maximum loading for case A was found to be 5100: lb. If you have any questions, please contact me. Sincerely, 64 Li Yang, MS, EIT LY : tm attachment CITY OF TUKWILA APPROVED APR 151988 W4 AS NOTED 6110.r,mr- r)s' /15tf?t\t Noi t+?i Sui!t'' 101: V\'.4 =0( }77 • EP 1:1 198B RUPERT ENGINEE"G� INC. , ; 1501 W. Valley Highway Ste. 101 P.O. Box 83 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB NAaV}- 100.;+> �Yar�►Er� (AckS ( 8883 —036) SHEET NO, CALCULATED BY CHECKED BY DATE SCALE Y 5- OF DATE 3 / i 7 / 3 I kVA,Ll c I.i t aAVED 'm 4,4k 1 1•'Al.L. " 4i<4. •r:(382I)(3lS5) "(•' 417) 4.17) es6lie 1-1‹ 2 -iO �= -: L /A'i th ,..- =: (' • C.8.4:7 I.ALI. (4.4 +.=c -.4-)c1 '' - a-; ?!"I. k 1` t∎.45 -r I • r) . raaun i �c'�i u c, c pan wu can RUPERT ENGINEERI, INC. .1501 W. Valley Highway Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB se. - 4 3(' SHEET NO OF CALCULATED BY L Y DATE ^$/ 1 7 f gi CHECKED BY DATE SCALE ' // i ��ou.. 11 „ . a 'x'007 1 I I.. 0051J1- j i4 it _ - 3< 2' 11 ... . 78''4) At- 1- 91440-e.:...F =-0:757( ..... n)(1.33) 5.9 SP'G Al) M . 7a 6,/3 5, �0 21 9 :.6 U ,e J 42 f6 54p/4V7161..1 L7-0/4-) C ( .� :� � I -� 7 D, 2 � � 3 q 3 �8I s rJK1. rA>~vV. Gt'1 K 6 4 :t: 'M GA ?AGI -?"Y MAY . 9.4 �J k.4At i� I,O,A17 S„ 171..A10 y„ 1 G Il.. 5W,AK'114 C t• sp 7 0.672:0i p�>✓ j SAM1 =..� r�i`: r f ;.._ �:� t E•I.- I~. 51 tom .:.... :...... . .'j"�'�: -cam !:'�� ,= ,f:•F.r; �. ., r�, . 0 ....... . -. G� G... I✓'I' I ( I4 ")( sY t. IO..) .. ! j 4 ..��. z� • 114 `- U 5' ` 1i t3>~.,!...t -'1a* -41- aC' lc).�ti �': %� <ter✓. (1.:;)(/.t%) c.) ( 4.c,i4T1 r.14.1Mi 'NOM?2Gi1CrNC/w7bt, Gast Moss 11111 20D RUPERT ENGINES G, INC. . ; 1501 W. Valley Highway Ste. 101 P.O. Box S83 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB 8803 — o3G SHEET NO CALCULATED BY �Y OF 5" DATE /i 7 X 88 CHECKED BY DATE SCALE CA--16K 6643-^,,L 1 4 ...... I t , i , i �ti Z (I .a ,,,� >✓ .• .i I.. `.,... a2 ` ibdd i �w uri H.l t-1 i I I I I !•11 I i i • i t ..r... (_ .. • 1 : (. 5AN 1 - H PA - ;.==.z fG . + `.t J ` i Ii-e15,6 I-= ,02( ✓.0)(= *gi)( 5-)i— �, y 1 +I ............. ... ...... _ -g17K L'1 o►JAC"iL� 6 pow I01 (KL ill] I.c, task mot ON)1. r 1 103) RUPERT ENGINEERr, INC. , 1501 W. Valley Highway Ste. 101 P.O. Box 83 AUBURN, WASHINGTON 98071 (206) 833-7776 ig$ JOB 0 .-- 4 '. ;'.6 SHEET NO (71 OF -5-. CALCULATED BY Ly DATE la. /88 CHECKED BY DATE SCALE a- t 11 I II 1 i , li ■ i f I i ! I ' i • I II 1 I • I i I I : I : • 4 1.• .. ii- I, .1. I V I= 1 C).1144. ■ 1 i i I • 4 ! I , , ! !is 1 1% 4 : 1 I ""i: -1-- 4 'i I I- '!' i.4- / . 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V)e4r,•\t■ItIJIONI ! 04, Lir :kV ZS Idies. , 1111!•ii _2_1 wl 1 1 ; ; lifiiIII:Iii .::'o' AA1,31,6 i...0Al2 .--=--- /4 )( l. 33) .-:-.: l• 702 1 =1 • 3 al 13 :„ II:IIIIII I i li !tyi•T I II, I 1 i, i 1 c4i4A0 i., f ! =--.. -4... 1 1.70 . . 3.9 1;3 I wit ... ( "r714' I ?MCI 204 1 Et _ti1-971x., GKI011. 1141$ OWL RUPERT ENGINEERI�^� INC. . ■• . , .1501 W. Valley Highway Ste. 101 • P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB SHEET NO CALCULATED BY CHECKED BY DATE SCALE OF j� DATE ' / 1 S /8 8 cvNfe- 7'_ c.4- pA6ITY !rI :t✓i _ WarI►Jcrr I i ; ;. I r ............ :..............1..............1 � i I I ; I . .......! ........:.........:.... j......... j...........; oO F'S 1' 8313.413 .4v --ALL ..ABLE. ?urJGN11.14..- 1.� { . t;�.,�yIA I� ,. 'P,...— 1 •.7/..83 t.3..... .A ?W�13 17I Ak.. =-- . . I oh (4 4. 5- + ate + 15'� C2 ).i."f� = i I • o °o ALLo W,o�l ;� 121 =i 15. 579 K i 1 I'S13 API rAcT 1 si-osiss )(--aL)(... �. • I t 4 4 • ca `�'`I 3 }�..... ( 1 4'4'6 ... ' ..!...2) 15.0q 'P , I I s I $7.64 psll. I 1 og4.3 I , I 1 04/15- 011 5.E307 .gip .......1`.440C I I 1 1 , 1 1 i I i 7 I. i ' i ...� . 1. I i 1 I i ! i NOOIM,r ZO11 NICi Ix, CM." Ws OWE rx ■,L1wV 1 64:11‘0 [r■-1( 2 . 0_',2 !". CONSULTING ENGINEERS /CIVIL AND STRUCTURAL &hi , (ter P March 21, 1988 ) Yale Materials Handling N.W., Inc. 8101 - 7th Avenue South Seattle, WA 98108 Attn: Mr. Gary Freshwater, Account Manager RE: Seismic Analysis of Storage Racks for The Warehouse at 12614 Interurban Avenue S.; Tukwila, WA (R.E. Job No. 8803 -036) Dear Mr. Freshwater: The Seismic Analysis and calculations were performed based on the geometry and loading shown on page 1 for case B & C and page 4 for case A (except that case A was using the results of case B & C to estimate the maximum allowable loading). Under all conditions, the storage racks were found to be stable with the addition of (1) '" diameter expansion anchor per page 2 with a minimum embedment of 21/4" at every leg of each rack with a column base plate thickness of 3/8 ". This method of bolting will accept a resisting force deemed adequate per the 1985 UBC Standard for seismic loading with respect to overturning. The maximum loading for case A was found, to be 5100 lb. If you have any questions, please contact me. Sincerely, ei4 Li Yang, MS, EIT •LYs tm attachment RUPERT ENGINE `IG, INC. • • 1501 W. Valley Highwa . 4. Ste. 101 P.O. Box 36 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB WAg v mks c SSe 3 -036: SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE 1-Y DATE 3/ 17 � 8D 4 4 t 4K ri ,��itiI- j.,:�t•I ALL. • i'J = I - 23•�r. Val /, L1.: ,c.1.'7 I .cAfl>?D k` J 1.1.5h 4.4 3785 1645'. 8•d 17 03 `%? re,4414. U?Ar751? co. 14 K. 1 ==: �I � � 53.1 c.../151-e1111-1,11144 Hoi-.Iwkirl. 1. ALL " {C,. ( 3821 )0-755) 6.4q 7)(tY.4I %) 8,515 I- K 2. -1'o k L AV = 4.)( g,4 17) -- 'CE*1.4,11 ►1/414r NIvM>rNT. ... 1. (4.4 +4.4)C K 2..-re,r. (4. 4) (•1 ) --', L- r1'7 I-s'( 5-.IE5-) Ernv�1.'►Jti ..... �39.�:7 ® IA . L 04. '�� I:velzy MAC MI NJIK.Gantlint muff RUPERT ENGINEER I, INC. 1501 W. Valley Highway Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB SHEET NO 8.5 ate,- 03rD -ter OF I.i ! DATE 7 /B;.> DATE CALCULATED BY CHECKED BY SCALE K n � - 34? 3 . x 2;. - • 7r"3 = o.75`( >=y )6.33).. = 35 -q K . 786, /a 5, R // If 6x.ozi Ny ' /1: N /J 5)(p,4 i.latJ mil• � =�. ... • ?...... r`+ � hI1.I ,A 69 Auvt�JAar L I.oAD = (. 2-0 % -) C I • •' 7 D 2 • K ; �• . 3q 3 K i 4. (� f C.4,4pAr1 ' tax . 17vIJ tJ klAt 7 L2417 4,-}' t 1 �_...�':. .r. -� .... • SAM 1=: a=rc : -r t ; :._ . ��•F► I� '51M = (14 ")( sy--+'. I ) = :217 IRz • , I • CO Pr' / c aoo , f+a1 Sal►. VE4AFZIN�r '1J -'E _ .4 , 4 I•5-07 = ( p3 F ) trA ) :gin t L.• $wAK'► 04. F• 'Etv- ',U '-r✓, l.� . ( ;co�.I TI t•J ) won t01 EvAA %Is. cow N* owl. RUPERT ENGINEEI�"'G, INC. 1501 W. Valley Highway Ste. 101 P.O. Box 836" AUBURN, WASHINGTON 98071 (206) 833-7776 90 _o3G JOB SHEET NO -+° OF CALCULATED BY LY CHECKED BY DATE SCALE DATE /I 7 / 88 (' JTi tJLi ) r ; � {.......... . i.. N t. ii • ©Z(3,0) (' ,+ . - t' S %, -t- '-)(2)( S) .- 1 • ,l< 14..4 ................... .... .... : Z I i iV .D 2(�.o)(i—;'.t rac)i— , i.. I4+ : 1 �. a wi0 i cWV 4c. Wes. Ys% IHH. RUPERT ENGINEEP"9G, INC. 1501 W. Valley Highwa ., Ste. 101 P.O. Box 36 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB g$ e2( SHEET NO. ` OF -,60 CALCULATED BY L Y CHECKED BY DATE SCALE DATE ./18/88 er • Abu I ! 1 ! 1 i . ;..... i j d 'n i ' , tl # I ...1 o I j1 , , , 1 eour 1 hlv 2 % N I ENI B Go 4.< 1) Seklvit.lcr Kcor +I:117: tk. p i.. �........ i , M »i .. I4! p ( 9 +.... _... ?)1 I I I I :..,App rrI *IJAL... 'all rlt,14t.....h!I4M r~iT'... 4; b C...lt • x......41. f) i . ( .... �....4414..P_ j , i AFpit1 AL ; w3I3rhle...roi I*.E,.... + � � 'G? ............... .: , q94. p 1/4 . • 33.I 9, tom! 3_1.3..ice._..x ..Z.....;....--. . .AU- o►.1.�It��..... �b :..o,.7S.(.. !.y.)....(1 -..3.5 1%oi2 rov.r ;It.,.....4" I ;......... .o . •....• . /•... . .....,... _ .. ... . t 2......4 ( .4)(�) . _ ._q . ....... � .. ..043¢.(.; .8.• -ct) T... ...3..6.6.....=0....:41∎6..4.? G I I , ' ! 1 I 1 ! I........ G .. .......:..........!..........I. j............I 1............1...... t........... LoAi7 = (5: I r::• /,} ?( I.33).. _. 1 ` 7'o�� f....�-..........3a..`..3...1_ 1 I j f.. : 1....1.1', : I 44) vour % Aul,==1,IAF31.6 Al.1.046,0 La NOKIL1 �pi7l. Glom Wu i1171. RUPERT ENGINEERING, iNC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB 5803 -o�G SHEET NO S L�( CALCULATED BY CHECKED BY SCALE OF 5 DATE S /86 DATE 0) . ez=,1•4-r =g7' GorPA I1 'i I i 1A 4k. {^sj tJ 1M f7 ; L.D {7... H 1 ... + 3 ......� . e5 :1 °✓` i 1?. ■ C_vtj.; • 1.2t$, ... I °..-r .'lo.. •,tit .1 ....- %ce....; ...K aerr I NI ... i ... i I I j (.. (a) AL.LAIPWA L. - �rj111 t3Pri.V:11‘i t 'fk~- s�-•1 -1 -- Zoos F'61 0 °G.° r 20O ...'. (_ : ')` /..r 13 1 3. 5;4 1. K skl.LoWA.( =31.E Gat ,I4r.E1 - E 4 dA 5$4S a • o6 .KSI ALL JAF3LE. 14H11.14. H .A ..= '• ( 5-J(.21).(...)= 1 K.. I 7/13 ' -T �I-• 7 . i � 0a. 13 +tB� --7, -.1 -4W�e3 ... ;13E,�+h1... 171P �1' ... -T-- ...: k (; 4 4.V(. . ,.) 5jz( � 4..2 . . a.r r alp ALL14A6L . 17 . \C?.. g.L.L0t.1faE5L E., M __x ' 6 I i I ; ! i J , M 4•) ...' S' : 87 ;64�r', o 1, = 5.8 c, .... 5-9 `K P 15- KJnt►Jdr f 511' , I •!6 ,.;1 -FL, 1.= 57..64 p5 1' . .8313•P 7 7 {..K._..0 5 )z ..( 1Z, It !z''` .....1? . J _'...� 94 3 'f' . 4Pktr-Ai4 e, OD ; L1.)..�ZI....'«,.. Sloo 1 I . 1 ............ 4 .......... 4.. ..._..T.. • f � j NO0471fi1 ENNN`i %wc, Wes, Yw 111!1 I ZITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) - 433 -1849 BUILDING PERMIT APPLICATION Control l/ Site Address t c.I.L -I I,7 0k.S. ;' -) 40a. So . Suite# Floor# f Project Name enant COO. , O(e-__1c_.•'..X CO Valuation of Construction Assessors Account #LFJLEEO FFLiL 07 /kiA Property Owner EGLU 1144— LL LIFE- A• UE-'JC -f Cif OS. Phone Address I CO ,g O A-0 S i✓A 7Tl.E , 4U 4 . Zip R S lO '4 Appl i cant ',Um • b 112 I C -IC' X (? O • Phone ,9.1 /j,--9--460 Address ID-tot/4 4..)rFi? F.-u /W' SO , 1.44- W4 Zip 16 8 Architect /Engineer 13/4 Phone Address Contractor Address License# Zip Phone Zip Class of Work: ❑ New (Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof• ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done :717057 -4LA � gOi`IU1r�4G-zM RAGIC -S i&) rO4 EII -oi.s Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building di g, OL7 O Square fo tage of tenant space q � f1C�{ - /nJ�S Building Use ,� - Ate -` -SEPVIL+� OF °U05/ k.)E55 Wi 11 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? F] Yes Q No APP S M A • If yes, expl ai n W) 7-- O& u F 1e P4( O ' 510 a• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE T'UE NI CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATIO T THIS WORK. t r✓ c,.�), Date /6/fer Applicant/Authorized Agent (signature) L✓ (print name) WUILLI A- -1 Dr vt/1 f: �U i Contact Person (please print) .,.jOI- -►=1J( I•-1 I''�?.r t Phone a i-1 l•-'"}'Olf) OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 0, Receipt# ( 5---Sr- Date Paid q.-23 -0 Plan Check Fee (000/345.830) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid! Other-- ..,•..-- :•..•. ( ) Receipt# Date Paid , i, *New construction only I TOTAL (OWES: $ 20,(p0 ) n( r, -- r; i "_ I) .�. 4 19 8 8 1 • SQUARE..FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building: FLOOR USE Occ T 1- SI.FT OCC IAD r USE Occ T g- T SI.FT. OCC LOAD ' USE 0 c T s: SI FT OCC lie TOTAL SI.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMENTS BLDG q ,m0_3g 9_21 -ss Approved for Issuance Type of Const. To Mahan: Date Approved: FIRE / -� o Q" Su Approved (Initials) Per letter dated 9'•-22r�-� Fire Protection: prin lers ❑ Detectors 57 Approved (Initials) • BAR [)LAND USE /SEPA CONDITIONS PLNG 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 50' V (L: t l 4• 2°01 FLOOR BROOM 6 i0UE : 9C �l T h Ttt4 1 -rat4o,r4T r, 7k7+J 64M.L. -co, '"".°._'4..11 114 - 4��J v- v\ U‘_ -4 1 WAREHOUSE I01 -011 ril:tri k\I( _-. r1E� �I i-i Ii �`(f • % 7,° • !C,° �JiFz� w1e —i rxx�2 , L oc.44 L. Mills Movers, Inc. 603 S. Riverside Drive Seattle, Washington 98108 (206) 767-0868 FLOOR ROOM T { 1 1 SHOP ` %tA rl^I» 1f 7r r` -T Vt. PIECE I I I 7 0 4— j uC ' I "l' 'j IT ►% /-1/ 7-4-7 Fe. .'..i&i/ { Ii 1 �I. 'J \V U • -o m 7 1�� ICJ rj,t 12" I," t- .04 -JuF, \ieystr Mills Movers, Inc. 603 S. Riverside Drive Seattle, Washington 98108 (206) 767-0868 FLOOR ROOM PIECE x x zet I t"" 1116H St If71 tit G71+}��kst� Ititi !✓ Y r U l GENERAL OFFICE VI ��I-„p .GtiC i 'rlcc WAREHOUSE MANAGER WOMEN \"' AN F. F. ts•J wv\A ICI 4 ' --�� .JIt7- iIR i - (c%l -71' 1-i141rf WILL CALL OFFICE L_— (7‘' Irl I1 : I•�i�r� i I 1* FLOOR ROOM +Z2wYl 1111{ 11111{ 11111111111111111!111II111111111 J'. V. ter... 0 167f1'. INCA, I 2 r,c G, Roo-1r - j1I1lll1lijil 1 i' i Ij1Iilijljilij1j1filllijil11Lli .I,.II1l 11Ilflil111!111I1 {1!1111111!1{ III {I!11f1f11!I {111{f!fli1111:11 11111 111111{1!11111{1111111{111 {11 4 c / Q 10 11 etint wnfUUANr 1? '=) : If the microfilmed document is less clear than this rxotil e, it is due to the quality of the original document. oc Fc Stl, L SZ !,Z ce .t.6 -': k,.: -,be, 6i. 8t. 41. ' STl GI h! Et ZL i. ,. OL , .6 G IIIII1II11!!!!;1IIIfllfl iih Ili Iii! !{ IlIIIiiIIII!! IiI1 !IIiluI,JII!IIIIIII111I111! 1111!IIIIIIIII!I!IIIII!!!II!! indi!1! !111111!III!i111111111111Illi 1111111!111111!IIIIIIiuu! III!! III11 11111II11! II1111111 11111IIfIl111111111!h111 111!i li 1111! IIIIf11f !if1111!f!!111II!I!i11111 !!II!I L () Mills Movers, Inc. 603 S, Riverside Drive Seattin, Washin t ton 98108 :2o6) 767 -. :: FLOOR 1 LEGEND sr;tiivi ('A�f 17,G�J TQ N'IAIt,! E'° rIc) c klt s�TIE -IG OLT L r CITY OF TUP WIt.A APPROVED SEP 1988 Bi . t94 Foe. ReicK, S '. 1913 i 1 z w CC G c 1--- 1- z z z J a. • w x w r- MPROVEMENT FLOOR PLA7 TRAIVIMELL CROW CO co co C!) 43281 REGISTERED ARCHITECT H. LvNtd . KCiJfN{ JIA(E Ot WASHINGTON DATE Nov. 18, 1987 DRAWN BY CHECKED BY �L LT /PE le2,arenin:.:�!.