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Home My WebLink AboutPermit 4003 - Cello Bag - Tenant ImprovementJob Address 1 110 . • 1... Tenant /Owner - . :.. Date of I ance : escription o or -�� ..- - .. . • .• .- Le.al Description E] Attached l/,V -5 % / 'tt_ Property Owner . : I..- . Address 1611 116th Ave. N.E. : - - - A Phone _ ngineer Architect : .. En•ineerin• Address PO Box 8 6 Auburn WA 98002 'hone - • ontractor Blastcoat Co. ; , Address 13333 N.E. Bel -Red Rd. Bellev e WA Phone :• :- I:• Authorized Agent License No. BLASTC *153BG Value of Work IS ire Protection Ii S•rinklers EJ Detectors Use Zone _ Type of Construction App -- Accepte._ -. • •;: ! INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date 5 -24 Rec. 4 8161 - 1st Fl. Rebar Footing 39.00 '- 1 ; , Fdtn. Slab Frame Bond Wall Bd. ~ 10 al Tot. Tot. Total 64.00 Dept. Approvals Req'd Insp. Date Pl 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy Size of Unit or Building _Uses Sq.Ft. Occ. Occ. Load Fees P.C. Amt. 25.00 Date 5 -24 Rec. 4 8161 - 1st Fl. 2nd Fl. Bld.. 39.00 '- 1 ; , Demo. Bond ~ 10 al Tot. Tot. Total 64.00 BUILDING PERMIT TUKWIILA THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance 11 X ICol NOTICE r r 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. Signature of tractor or Authorized Agent Date)( (p -(I•- PERMIT NUMBER 4 9001 Control Number 85 -143 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 17100 West Valley Highway Tenant /Owner Cello Baq Date of Issuance ( - 0 %/ Description of Work Remodel- cupola to house extruder Legal Description Attached Property Owner N. Jack Alhadeff Co. Address 1611 116th Ave. N.E. Bellevue WA Phone 455 -3403 Engineer /Architect Rupart Engineering Address Pt) Box 836 Auburn, WA 98002 Phone 833 -7776 Contractor Blastcoat Co. Address 13333 N.E. bet-Red Rd. Bellevue, WA Phone 868-2086 Authorized Agent License No. BLASTC *153BG Value of Work 2,500 Fire Protection EC] Sprinklers Q Detectors Use Zone 14 -1 Type of Construction Appa-v- •Accepted -•8y Issued By: /'a2 -4 INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 1, 1st Fl. Rebar P.C. Footing .- '► 1;1h1 2nd Fl. Fdtn. Bldg. Slab c�' r/ itt $ Frame Demo. Bond Wall Bd. Total Tot. Tot. Total b'4.UU 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. 1, 1st Fl. P.C. z:t.uu .- '► 1;1h1 2nd Fl. Bldg. ., •Ix) c�' r/ itt $ Demo. Bond Total Tot. Tot. Total b'4.UU % � ILDIN PERMIT TUKWILA THI PE RMIT MUST BE STED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance By 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. ; :� -i VAS ( Signature of&dntractor or Authorized Agent• DateX PERMIT NUMBER /- 10 ( ' ' ' : Control Number 25 -1 FINAL APPROVALS: Fire Dept. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I Mtiii.a.t J.it 4elter;t3:et:9 1 a.ittce.rat aaxr..w..: -reAt CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwi ?a, Washington 98188 (206) 433 -1849 Inspector Art4-4 INSPECT�?,N RECORD r ' PERMIT # 0003 Date % 63 / 47 Date Wanted l 2 ? a.m. p.m. Project eD Requester Phone # Special Instructions Type of Inspectiba .--- Site Address /7/00 l ,224a /A14 Inspection Results /Comments: Date // 3�f�J P roject Name Address 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 f 1f ) CITY OF TUKWILA Central Permit System TO: ❑ Building ❑ Planning / / Authorized Signature Date! This project is approved by this department: Authorized Signature FINAL APPROVAL FORM ❑ Public Works Fire Dept. ( , l 'Oontrol No 17 -' ' Permit No {.4 c 'f ❑ Police ❑ Parks/ Recreation following corrections are necessary: 1 Date 3 J CPS Form 3 1 CITY OF TUKWILA CEITRAL'PERMIT SYSTEM - ROUTING FORM TO: ❑ BLDG. k PLNG. ❑ P.W. PROJECT ADDRESS /D DATE TRANSMITTED , 47-.Z C.P.S. STAFF COORDINATOR (12 0 0 ❑ ❑ ❑ 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 LINE(S) ON WHICH THAT CONCERN IS NOTED: 0 0 / //2(/6?-iti' ni// # a/i//(e/ai -zwWe ❑ (__, J dz(- ❑ / / /-A r.'l/ / /) ; /(P i 2( ii 4x WI 0 / / _ ' � ' � ? ' 6 ,/ 4 % / ( ) ' , / , ; l /( ` - 4 ,(G1-' e-/ p //(./ )y C ,1/ d __ eli r 0 )4/ Aio 7 0 D.R.C. REVIE REQUESTED 0 PLAN UBMITTAL REQUESTED PERMIT NUMBER 0 FIRE [] POLICE 0 P. & R. RESPONSE REQUESTED BY RESPONSE RECEIVED PLAN CHECK DATE ( COMMENTS PREPARED BY CONTROL NUMBER R.5 /4 4/(e s N I i 1) A " i . cti I d o Pi 41. I — If -- ligici;ir 12 ii I/1 0 7 I 42.331 50 SHUTS 3 SQUARE Aler I 42 100 NMI 1 :11.31 •••••••••••••••• • ^ • -- —1/ 17/( _ 6 4 ...„.. . /1 A/Sr6 0 LL , . . 7 . r 2 rri.ff L /2 / . 8R&77 • . '1 k/r4c aftc,b . 5Citee4 --", "-- • 1 /1 ev .5 4 ;c/9 s . 4'efeu.rAr • CieoLi A70,2 'L r j : 47: _ 4 _ • - - - B LCoAl • A 4149G mg° laffq - Ezfun®KfuTa - gi o 0 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL DESIGN CALCULATIONS . FOR CELLO BAG CUPOLA NO. 6 Tukwila, Washington FOR CELLO BAG COMPANY, INC. 17100 West Valley Highway Tukwila, Washington 98188 NAY 1985 R.E. JOB NO. 8505 -083 Suite 103/34 -37th Street N.E. /Auburn, WA Post 01 tics Box 836 /Auburn, WA 98071 206-833-7776 ' RUPERT ENGINEER( INC. , 34-37th St. NE Suite A03 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 I i I i ■••■■••■■•• I l . PII0OUCI 2041 111/7 Wort Mau 011/1 9. —o€73 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE Si I- DATE DL L L 6 - Ps P.s .Z.S" . .8 .1.4.v.r Z. Dlecittmy SPR I ■Nr.614 - 0, Mesi 1 C..6tPokik! . ........ . ... PSF I I F6 r Z . NC eft t..PcP P c...m, .0 PS).. Pcri Ps 1 3:7 PsA S 11/4■i 14PS F 1 I I • • s 16Psg ... ..• ... • ...... • ........... RUPERT ENGINEEFL, • , INC. 34-37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB — O f-a SHEET NO. 2.- OF CALCULATED BY R.Sli DATE *--S 14 . CHECKED BY SCALE DATE -Fog. 14 I i I I 1 I I I , 1 1 i 1 i i I I s. PAN tA kx1 10 Ftfr* I 1 1 1 1 W n4D , 001r) e-es, ViA A I I 1 1 1 I I, ! I ! i ! . ... . . 1..7.2-.L.., • l I I I I ■ I 1 I 1 i 1 1 1 .F..o..r 2.7.6... sT.44.0 C_ 3 "k or 1 c. t I- /61■4 si‘,/e.,7,..7- 4.4tit.p.s1 12) , =•• -2 -1 , .... 5 1 ‘ 6'; = 477 14 ' 1 '. ; F 4-77 (1.0 ii . - 41 iz ) 1 I 1 .1..),.... i .i .4:- - • - 4-4„!. 1 i. i , 1 i -1 1 7 1- . 1 lc K . F.' 0.... 1 -1.1 E i I , i 7 1: 7.,%.-.-- €3 e.,,,..,.. ..Ft. t i ; • I I ., i : •, , ! 44 i_ 1 1 , • 1 , i i . .. 4- ii.... = 0,1091 -1- le o.,.43.c4 <ii..rbs...: . oft. I , .. Zit' (pe t‘'''Pc.,.. .... ....1.. ' ...1 , 1 it , 1 IIIII, , I I , 1 I 1 1 e I • ! II 1 1 I I I I I 1. , 1 . 1 .... . . .... . • 1 i • 1 i I 1 ' I { 1 1 , it 1 i 1 i I 1 1 :7 ' 1 1 i i , , ■ , , , , • , , 1' / I I : 1 , 1 . , i , I 1 I i 1 : 1 I I iv ^0•40,-1-- IT ‘r-i- fPtv : : (03, hottyc)-7. .. ■ i i i , ■ i f 77 ,3 L "' 29 ..1 .... 4 i ---; I I 1 1 , II 1 I 1 ,. ! 1 , , , , • •• jor4 , • , I . I . I : , I , • , , 1 I , , , . , I ! , . , , It , ili ,i1 • , , , 1 I I I i ............ ......... ............................... A Pc, e_..A RUPERT ENGINEERIL. INC. ' 34 -37th St. NE Suite 103 • P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 { 1`72 8 ti— { • { .. .... .G ... D)C... .y D�...10�.• .....b... f .1 .¢ R,.ena ►r ! JOB SHEET NO OF CALCULATED BY R DATE • I CHECKED BY DATE SCALE a sir I i p.....M ......... ... h. . y.............. 33.. ..................s....... .............'r....... (I,n).( Z..... r}...... z. Pb. `2.4)(t4,(14 r��1-.3.PSf.�2 .�cx.. (14)1 O6Gr. -1t. --Tj:O Or-A.! = 37.1.... . 5 1 i fY`. N = .... ` % .. -+r a ; ..""x.... — 1.72.... b.!..� .................. .i.... .............._.........., ............ ............. ............ ... ...... ......... ...... ..... .... ..... i ............. .......... t ..A............. ........................ ............................ i...... ...... . r...... ..... .......... , .... ..........� ............. I I ............................................ •1 i { i { ■ i, { ' RUPERT ENGINEER( 'INC. 34 -37th St. NE Suite .J3 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 K O 1 * t O4i rvirtii7 lac. G. *Miss OINI. JOB SHEET NO OF CALCULATED BY IR SD CHECKED BY DATE SCALE DATE Jr )6' W L t7 I2 DO* ...... .._ moot t.•.4t fr s'S I1.0ml 11.1.6 4) I 9/I! 130 ..t..s .. - r._ .)c 1 ......,, 4,, 3.E OLi- 4 . °........ ¢ 4 C AI S 1 I I I .............. I . c r I I . i i ' I I 1 ............. 1 l i ! (...a. 4— 3 (.1*.t) . -- 0 1 Pt- Fl ,„) I i 1 1 ' : 301 3 oq'cP�z $ ,K. i t �: Z ' I , ; .. r . ( . t f O O., 000) 3 I 1 1... I u, . i i t I ; I ' RUPERT ENGINEER( INC. 34-37th St. NE Suite' h J3 P. O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 133 1 1%17 , I ! 11 )c l `l 4 " If (A) . . : r ! ( I it 1!+) ( 11 4.7 w r v- 3 Oertrr --7 ( 1 Y\ic47 -r- /10:1I (I. 6 ) j= ?le ■,!- • ).,* a I ; T 2 a . .6 3 1III) 1 .-- - .1; 4? , I ! ! 4 I 1 I I f I f 1 I 1 i 1 i i 1 , I i ;• , V ffT R . . . i ,.0 :-.- 1° R -=.-- 2_(:tc- 1 -1 2: o - 41 li- .1_ I lo . ...t. , 1 1 1 ! 1 , ' t-il T.-i 7 - - C`f ) .9....i...7- 1 , 1 tAiS e At- X i p F* ( ! I I I , t H 4 • Ci.04 ,t.;) 1&,14,' • .5 p I L I • .....1 I I i . 3. 63 po rt. P 3', 4 R.,;-; • , 4 ;12:c.'. . .... ............ .......g - 4.,..o.4 : ! ..A.- 9 -.;„ .i-.-.4.-.7.i_ .( . 1 vt_ .;. c( ..7-..a = '.: t . !• I ! 1 I i ! ! . I i ■ ! 1 %I..' ( 16)/1 , ••,. • .., • •. , •, • • . • '' l' I .0 " Mt, • ) 317 4 ) i. 44..... i.. 'frfuto. I 1 1 /1-tit.. -- 040 r 1 lit,. 4-6 i ifipo )1,40)1 1 x 17. 67,3 • : i 1 I i ■ I i , 4 i t 1 i ' 1 11 e (A 4 $ I P '( s: ryl' ' , . 1 ..,. , '.._. 10 1.!*. levr:6 , .L a 012 0 ,3 :7 1 ...1z,., , , rit ..,:„. -- -1 --• 1.5t1i. f - ■ . , : i , , i t . , , I i . . I , 0 1 1 1 • 1 1 1 i i , i . • • i : ! I i 1 . I 1 I r r I ! • 1 t 1 1 1 I r I I 1 ! i i I I . • i I I I 1 ! ! . .1 ! I t ' 4 I ■ I 1 to 1 i i I ! , . ■ i 1 i : i ! I 1 I 1 : 1 ! I ! i I 1 ! i I I 1 : 1 • ! T 1 I i 1 i ! I : 2 , 1 t- I 1 • ' !. r,.. K.. i (--1-4,,)--7....,1 -......... . sz : ' 1 . 1 . , I I IMOCIX1 NCI (NrifS/ Inc. Cmtak Mn* JOB SHEET NO OF CALCULATED BY R sj) DATE # 16 CHECKED BY DATE SCALE • • • RUPERT ENGINEERIr INC. . 34 -37th St. NE Suite. 3 P. O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 realm ra l (nxui/ 1•c Pow Mass 011/1 : d • 2 Mot JOB SHEET NO ' OF CALCULATED BY DATE CHECKED BY DATE SCALE , 4 '�Z • ( 7 t• • • • 0 4. • 1 —1- : 1 .. 4 ........... :............ , ' ._...., RUPERT ENGINEERI. INC. . 34 -37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 F 1 r FO. CL ....G,. 5...... .1 ... A .. 7 3. 1...,,, .. ............................... .= %.. .... ..... ....................... C�. = ►� .. �.q.�d Sc. 7 . - 1'7..4. .4S� .................... . : tr;i1 " ILO.IPsI... %..1.1.s....t.... t ..........1 T ........1.... X.....,II LC a ... isel .............i....... 1.. i 1 : ......1'7! ,.�3. 2206 10 — .. 3..8.3 .'....... = 3.1, . NIA .. ... ; : ....... ...... I ! ��. Ax ° I g , 45 .... f .. . , q ... Q ............................. ..................... ; .. .......... j ............. i 1 1 1 , q'� N �, 1 I 1 , Hill i I. , ., I ! I I j I. • 1- • 1100,cT taa n lnc.. Calm. r— 01171. { 1 8 P.. cf. , 3 2..8 ... z {'. Z._' .IJ� so 1,39 + 1,37 = 2, : I�,__= .....I6.4 • 4 - 2,76(: 6 +9.7-0.4. . a ' I 7 .. .. I RR. = I l.4 M (.. �) #.z 741,6)17.1.0.1 b _ 1 1 ,.56 f 1 Ii I ' . ...�.... ......... . ......................... 1 ...........' ......,....... ............. I I I I 1....._.....� I i ` i 1 1 i I w ...= ...(... 6 t ................... a.... ^..........Z6. L I JOB S " SHEET NO OF CALCULATED BY CHECKED BY SCALE .. DATE %S I6* DATE I i i , • I 1 ; 1 I , I i I ! i • RUPERT ENGINEERIk NC. 34-37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 80/V111117 I. e P.... Al 2t JOB Rs-( Z SHEET NO OF CALCULATED BY RSV DATEs CHECKED SY DATE SCALE Ow* •1 . — 1/wi -11(er - 't pirr sl-D ID% pd R I • r- I 34-,146. Alt .3• Z IA cAr.` . T t 4- SeP. (.11 4 .2-' Cre..‘ t 0 ( 1.7%,„) . O. 3.124 b, 40 0,161 1,1-1+- z,s14- o sci 9.73 c Co' -0 Intr... t_tif!c "Op 4. i72- k - / • + ia.i? 14).4ri 6 4‘) 41410 v/i4p. ,17.4 , O.‘• 40 .. ...... z,27 + otfzeii-1,474- • I OA 4 < -4 'E BEAM C9FAN ANALYSIS - x - 1 / 1/4 CELLO BAG BEAM CHECK LENGTH = 29.5 LOADS: UNIFORM DL LL X1 X2 .328 0 0 8.5 .266 0 8.5 12.5 .328 0 12.5 29.5 CONCENTRATED DL LL X .95 0 3.75 1.56 0 8.5 2.52 0 12.5 .95 0 17.75 SHEAR: X 0 3.75 8.5 12.5 17.75 V,D +8.448 +7.218 +4.710 +2.086 -2.155 +6.268 +3.150 -0.433 -3.105 V,L +0.000 +0.000 +0.000 +0.000 +0.000 X 29.5 V,D -6.959 V,L +0.000 MAX. INT. MOM. = LOCATED AT X = RATIO OF LENGTH UNITS TO CROSS - SECTION UNITS = 12 STIFFNESS: E = 1600 I = 1303 WITH 1 x DL, 1 x LL: DEAD LOAD +65.926 +12.500 FULL LOAD +65.926 +12.500 WITH 1 x DL, 1 x LL: X SHEAR MOMENT DEFLECTION 0.000 +8.448 +0.000 +0.000 2.000 +7.792 +16.241 +1.039 4.000 +6.186 +30.932 +2.024 6.000 +5.530 +42.650 +2.908 8.000 +4.874 +53.055 +3.651 10.000 +2.751 +59.878 +4.220 12.000 +2.219 +64.849 +4.590 14.000 -0.925 +64.907 +4.746 16.000 -1.581 +62.400 +4.688 18.000 - 3.187 +58.343 +4.423 20.000 -3.843 +51.313 +3.966 22.000 -4.499 +42.970 +3.339 24.000 -5.155 +33.315 +2.570 26.000 -5.811 +22.348 +1.691 28.000 -6.467 +10.070 +0.738 CITY OF TUKWILARE " �� PERMIT NUMBER � ' La Le.e CONTROL NUMBER RS / �f CENTRAL PERMIT SYSTEk ' R T,I,NG FORM 8Y i&35 TUK6VI � TO: ❑ BLDG. � IREPr�E�JTIONEA�'W PROJECT � e G� ADDRESS /7M00 DATE TRANSMITTED ,c.. RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR 4iir RESPONSE RECEIVED 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 LINE(S) ON WHICH THAT CONCERN IS NOTED: ilio ,kc n Z//I.SGj, 1 , (/�c, ❑ 7he4 < % u �G�� l < -�- ~D �,�- a �o vim/ c Ce 4/6"-- ❑ _J ❑ ❑ ❑ D.R.C. REVIEW REQUESTED 0 PLAN SUBMITTAL REQUESTED [i /J -- b.( rLs Al .a FIRE ❑ POLICE [] P. & R. PLAN CHECK DATE COMMENTS PREPARED BY 4R-e-1‘ N _,e Eft- 1 • • /, .47,, 11.1!)..111iiiiiii I Rill r . .. .. i f . r 1 -7.------ / ' . ; - ! • ' s 4M rd9L 1 2 ry,DE L /2 . - 23REZZ>.E.127 • r f ihr# shti, .EEN • . Tr• 7—•-• • -r CZ/POLI icisR re 441 • / exis7; s l e g et/Rao 5 Je • . .• . efflicc,vrERS • Lra - • £ 9 LCoN Y EN.D 4 •-••■ ply ' - CELLO JVA1G ".•• Ra Taa, CONSULTING ENGINEERS /CIVIL AND STRUCTURAL DESIGN CALCULATIONS . FOR CELLO BAG CUPOLA NO. 6 Tukwila, Washington FOR CELLO BAG COMPANY, INC. 17100 West Valley Highway Tukwila, Washington 98188 MAY 1985 R.E. JOB NO. 8505 -083 J Suite 103?34.37th Street N.E. /Auburn, WA Post Office Box 836 /Auburn, WA 98071 RUPERT ENGINEERII( INC. 34 -37th St. NE Suite _ 3 P. O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 -oe3 l , . ,* OF CALCULATED BY Rsp DATE St 16 8'S CHECKED BY DATE SCALE JOB SHEET NO C- (PoLA R + ; U _ .1 i , ' 4. __,. »rw f. r- .Roo ..... _ ........._ w._........ »._.._ .__...... #.C. .._ E.C.L.. w............__......_....... I ..5 Pc C .. �_ _._..»._.«.. _..._. ».w....._.....__..._w. «.r ....__.www_. _.___...._... Z. )< @? .... ..I.Q.. ...... P K_... __.._.. «.. _.w. o . ( � PSF _...w.. i .. ._..w ..._...w .__.ww »w .__.w..._.._. »_. ».._ s.r __ _. » __. .. _. Pot... _......_.2..6 `oo ii. Fo c , r _.____._�_ a I Lr- Ld P. R oo P i nt 1". -_w P _w «__..... _.__w........w_ __ .__.«_..._ __r «_ S PR %N K i-+• a % 2 Ps.e. ._....... _ .............._. _ _.O J _ «.w_ _w ».. «w...........ww_._ __ 1 ._....._ ................._....» _ . I I. S. q. ir. �s F........._....... S. I A_yr.l- br. -_. r__,r_• » « .. • t• i wi W — 1 - r l + ` Z :, Ps Shy 3 PS G .0 T I RUPERT ENGINEERII( INC. 34 -37th St. NE Suite _ 3 P. O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 -oe3 l , . ,* OF CALCULATED BY Rsp DATE St 16 8'S CHECKED BY DATE SCALE JOB SHEET NO _ - 1 __.. Y......_....._._._ ..... 1 . .....__.._._.__�._..._._ „ C u __ 0.lD..l.... ._._.._.._ PoL 4 _l._ I ,......... � ..._.__. 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CAA .. oot..r 1 ..._..._....._....._......... j ... _ .1......._... _ ..__ ___ _ �._.._. ._.�... __...... , _ 1 e o. _..........._......_._..._..__ _............_........__ - __. 1 I [1 { I , s - ' . ... { � Fort. 1. 1 1 1 I I q o - E .., 7".. l - _.!._ j .... ......_! _.___._ . I : t� s � C; . .....3.'''._�4 - X 4'� c- .� -R. I ._. t I i d 1 RUPERT ENGINEEFL .4, INC. 34 -37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB SHEET NO Z CALCULATED BY RSD OF DATE `C_• IA ' CHECKED BY DATE SCALE 3 RUPERT ENGINEERIt. _, INC. 34 - 37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB SHEET NO - D 3 OF CALCULATED BY S p DATE S I CHECKED BY DATE SCALE to Pr, c. a G � I I L. ATe*i /►IL- ............. I — Z1 3 1 ;..... »._.. Se. iMG .... Dr... s sr tb,04 ►JS ................. 2 3 9....'t - 1 .. 1 t ...................,.._......_, I j W1 VBz I , s , w .. _T 1 ... _ 1 I -1-I FT +3 1 �T4Q ...... P « - 1 «..... -K ... «.._ ... 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I . • i ■iiil 1 ; 1, 1.,J • i 1 , 1 e. 6 L5..', S;t9 1 .m1;4 tyko-yr■ V IF 71...12- " 4.1c. ,"• •i• .. i 1 1 . . , I i , ,.. 1 , i, ., . 1 .i . 1 . i 1 1 '.• I I I 1 1 ! 1 ; - >e BEAT SPAN ANALYSIS 4 ( • CELLO BAG BEAM CHECK LENGTH = 29.5 LOADS: UNIFORM DL LL X1 X2 .328 0 0 8.5 . 266 0 8.5 12.5 . 328 0 12.5 29.5 CONCENTRATED DL LL X .95 0 3.75 1.56 0 8.5 2.52 0 12.5 .95 0 17.75 SHEAR: X 0 3.75 8.5 12.5 17.75 V,D +8.448 +7.218 +4.710 +2.086 -2.155 +6.268 +3.150 -0.433 - 3.105 V,L +0.000 +0.000 +0.000 +0.000 +0.000 X 29.5 V.D -6.959 V,L +0.000 DEAD LOAD FULL LOAD MAX. INT. MOM. = +65.926 +65.926 LOCATED AT X = +12.500 +12.500 RATIO OF LENGTH UNITS TO CROSS - SECTION UNITS = 12 STIFFNESS: E = 1600 I = 1303 WITH 1 x DL, 1 x•LL: WITH 1 x DL, 1 x LL: X SHEAR MOMENT DEFLECTION 0.000 +8.448 +0.000 +0.000 2.000 +7.792 +16.241 +1.039 4.000 +6.186 +30.932 +2.024 6.000 +5.530 +42.650 +2.908 8.000 +4.874 +53.055 +3.651 10.000 +2.751 +59.878 +4.220 12.000 +2.219 +64.849 +4.590 14.000 -0.925 +64.907 +4.746 16.000 -1.581 +62.400 +4.688 18.000 -3.187 +58.343 +4.423 20.000 -3.843 +51.313 +3.966 22.000 - 4.499 +42.970 +3.339 24.000 -5.155 +33.315 +2.570 26.000 -5.811 +22.348 +1.691. 28.000 -6.467 +10.070 +0.738 { • w rronn Pig t .17.M riot Um nm RUPERT ENGINEERr ` INC. 34 -37th St. NE Sul �. , J3 P. O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE (7 P 1 • I... »._... . ...., ». • r I • .i... 4 ......... • • , • RUPERT ENGINEERS INC. 34 -37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB (l rP. roes . SHEET NO � OF f CALCULATED BY ' C � DATE �� 1 6 . CHECKED BY DATE SCALE 315 Fort. G, Ve s s i‘t Ar ?..3 ..)z 1-re ZSZ O,,b s us `iiS 2Z F , P 3 . = ..3?$,. (4' . 4'_:.. 2..'} . B =..1, 39...*1,0=1% I I (Z .I61 "..1 ;� ? 4 -.... o..'t..(.lb , ine57T.. -. R ,..14 1. f..z;7Ll..+, . t...ZO1.. b = , _i_sf,! ._.....__._. . kl 4..4 (72.2.00.`" 1) 7 - 13 t • .......... 3.1,._.._ Pr- o K w ..., L .�......Lt .1. .. ...x....- ..__..Zbt_ #..: N ...........__._: _..__ 1 _.._..._......_.. _. ;.. .... .1. .......1 «_ CAN.,J _- __....__ _.......§7 _._...._.._.. I i ..... ... _ --_ .,_. _ ■/ e __..._ «._. 111 ....._._.. «_ . .... _. _.. � ..p = »...._ ..............._- _.......- r «, R ._.._.« b. e . .r.._ ». »..« I f. �'-b ._ __.13..._.. I � ?G._�....�2 . ... 0 I (rr .3 1 .,62-i-._ «- -T �+ Z..4. .l ier--11 F.T b.,...4.0.7..+ [ ' 1 �..�- 0.. Fr._...... x .3147 , ' � ) 7 241 _... 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Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB R.5 - oeZ R SA SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE• I6'- DATE JOB ADDRESS TENANT DATE OF APPL, DESCRIPTION OF USE /14 �,, ^ LEGAL DESCRIPTION ATTACHED 0 PROPERTY WNER ,k A / {'t (- i' CC) . ADDRESS 1(01 I i 1 (1 T!' Ayr, 1 r '13i- tt tf bviA.1 PHONE _ 4 4o ___ PHONE 33 .3 3 (-) EN NEER /ARCHITECT G 12 k1LATI IT q Cr /,it'..K•bivey A DRESS 0 P,Y, . 6 Ata 41 (A-! 1, CONTRACTOR ( ) 1 . A c A_7 Co ADDRESS f ? . . 544._ eit4 / . f , r4-4.-(-6-14 -4;„ PHONE ( ?)(0?),?-0 `e) ( AUTHORIZED AGENT J 4� .. I' la- r e � LICENSE NO. r 1 A c....�' (' 13 UE OF WORK ` 5 FIRE PROTECTI S% TEM • SPRINKLER DETECTOR USE ZONE TYPE OF CONST ADJUSTED VALUE GRADING CUBIC YARDS CUT FILL SIZE OF BUILDING f (4 ' ( b SIZE OF UNIT WORK TO BE DONE: / ..'.)nITr t. c: GK, 1,2 t Yi(/J ( .Rot 1ST FL. y j- 2ND FL. TOTALS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNO►7 THE S/{ME pE TRUE AND CORRECT. 1 , "..fe ..,e Iv / (7...M.. ---, G FEES AMT. DATE REC. NO REC. BY P.C. 1 �, ( ^ • c ::LL.j �,i; .) SIGNATURE !!��} h * ta e. �� 5 c 4 r ADJ. B.P. ' ( X � DEMO. COMPANY •°' DATE •4:) • 4 4 ti) '4.-PHONE - 5(2(r6 2. S TOTAL , ,. APPLICATION FOR UILDING PERMIT CITY OF TUKWILA RE :EPIED BY MAY TV E3 USES TOTALS SQ. FT. DEPT. APPROVALS PLANNING SENT HEALTH PUBLIC WORKS FIRE OCC. OCC. LOAD CORR. APPR. gi CITY USE ONLY SPECIAL CONDITIONS PLAN C CKED BY DATE A FOR PERMIT BY DATE • NC f'1 PE... I L. f =•1‘Dr. rtA. 4 6 v X 1 g r: 10 41 G 1'Z & . D E.77N I L. NE.W C.UP0LA e) 7T: GuPo.,A WALL L exi ST. Gtr.. • 1..c1yr 6i , 2x ig $I.K69 Er 151261 . ff✓. P i✓tZ 41412 5Lc'�G t4 DE..T"fI ra .xtyT: 1F foilie PG = 1i H PG NO.POtV N NO(p 1401-DOWN ��ii�t nt(It�� c t�tln�tltttthnt tutltrn 4ttIlttl ttttitttt ttrtlnl8 t 10 1 0 - i 4 tl !liltlttfill�ttti�iltl�tlltlit lillll tllt!llll (�II�III! Iltl�lltl.i SCox12.a 1:)E.TA L ', Ot-10 t aGKI NG A.ovlr d• ZKv 1"t ',ILL (6' -O' EL. 5l0� O11 f V* "T 1-11 iDIt , W/104 fl o" o,G. AT PAWS!, apale, i2'GIG, AT INTERPI, llPPaRT . e o*K ALL E,CY1E* GLS - .03 ")c 16 Basic Wind Speed Setee►te Zone III STRUCTURAL TIMBER W pox PLYWOOD 'v /IVd G ta aG.At PN.IrG E.Q eO 12" O.G. AT INr5.R 1401X1 E• lJ PPOR DEr L. DE:1 I L.. GENERAL NOTE4 Demise 1,gadst Cupola Roof -- -- -- ---- •--- - - ---- 14 PSI: (DL) 25 PSP (LL) 8uildin; Roof +- .r - - -- -- 16 PSF (DL) 25 PSF (LL) 80 MPH 2iclo LUMBER SHALL BE HEM FIR 02 GRADE, Em1400000 PSI, UNLESS NOTED OTHERWISE. STUDS SHALL BE CONSTRUCTION GRADE Ei1200000 PER WWPA PS 20- LATEST EDITION WITH GRADE STAMP. ALL LUMBER SHALL BE SEASONED WITH A MOISTURE CONTENT NOT OVER 192. NAIL ALL FRAMING PER TABLE 25 UBC -1483 UNLESS NOTt.D OTHERWISE. A STANDARD CUT WAWA OR METAL. PLATE OR STRAP SHALL BE BETWEEN AIL BOLT HEADS AND NUTS AND WOOD MEMBERS. ALL SOlET RANGERS AND CONNECTORS CALLOUTS ARE BY SIMPSON STRONG TIE COMPANY, INC., EQUIVALENT CAPACITY CONNECTORS BY OTHER MANUFACTURERS ARE P EMISSABLE. . . PLYWOOD . PLYWOOD SHALL BE DOUGLAS FIR WITH APA STAMP ON EACH SHEET. GRADE AND THICKNESS TO BE AS SHOWN ON THE DRIWINKS. cLO AmInATt1D TIMBER . CLULAMINATED TIDIER SHALL BE IN ACCORDANCE WITH CAC sTANDABD 25- 10-82. MATERIAL SW.LI. BE DOUGLAS FIR COMBINATION 24F, FbI2400 PSI. APPEARANCE GRADE SHALL BE INDUSTRIAL. ADHESIVE SHALL 8E EXtERIOR TYPE. CAMBER ` RBQtrtRBNEars ARE SHOWN ON THE DRAWINGS. SEAL OTTE A PENETRATING SEALER AND BUNDLE WRAP. ALL WORK SHALL MEET AITC SPECIFICATIONS. THE SUPPLIER SWILL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE FABRICATION. S'TRUCTg EE Rf. , ALL METHODS AND MATERIALS SHALL CONFORM TO AISC SPECIFICATIONS, LATES' EDITION, FOR THE DESIGN, VABRICATOON AND ERECTION OP STRUCTURAL STEEL FOR BOIIDINGS. MATERIAL FOR S1RUC?U kL SHAPES, PLATES, TURNS AND BARS SHALL BE AS21i A -36. WELDING SHALL BE DM ONLY BY A CERtIfIED WELDER AND SBALL SE IN ACCORDANCE KM ANS AND AISC SPECIFICATIONS. ELECCf10DES PER Ate, ROUE Pat AWN A-301. PIPE PER ARM A-33, GRADE B. SUBMIT SHOP IRANIRICS 7rtt I MAUR to mutt won trianncATm 1Yf' 1, 12" PRZ.IPSP,T ROOF 't14T 145.46e., d. S8' , tit.,!~. IN CUPOLA ROI oti IZErAIR RODr Er FIMP14 A'y R'.Q'p■ AT EXIST • '�1L;ZZ. EXIT. GU!"pldA. *1 611 I understand that the Plan Check approvals are subl:t to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor' copy of approve L fans acknowledged. By...?� !... • ., � —t Date. L". • • • •� 1'. RlpQttnit No ........... .a.••....................... E.X197. ' (IW, CP x 14 EXIT?: CAL$, x1 % T , >=xi5T CUPe COI.. Ar Meg'. ROOF RECEIVED MY OF JUN 7 1985 MUNN OWL CHECKED : :. 4 GD