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HomeMy WebLinkAboutPermit 5512 - Wanke Cascade - Tenant ImprovementCITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1AMg i S'4-9 BUILDING PERMIT Work to be done Site Address : •' ' ' ' Suite Tenant T.I. Building Use Property Owner Address Contractor Address PERMIT # 55-72- Control # 88 -353 (si 3 ) 1111' Al OC(WQRATEEPROPERTY INVESTORS Assessors Account Phone # 8957568787 18200 CASCADE SOUTH TUKWILA, WA Zip 98188 RbB MILLER INC #RMILLCI190L5 Phone # 583 -0 ?38 9205 220TH S.W. EDMONDS, WA Zip Two FOR BUILDING PERMIT ONLY Approved for Issuance by: Date: Sq. Ft. Office Storage/ Warehouse Retail Other4Occ. Load 1st Fl. 2nd Fl. 3rd Fl. J . A. 1I / %/% rNiSJ 1-1--1 Total _ Fire Protection: Sprinklers ❑ Detectors Zoning (,-VV) Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 90,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 6,97- $ Receipt # 4574 $ 387.00 Receipt # $ 595 00 Receipt #(,'1 C, $ Receipt # $ Receipt # $ 3.5U $ 985.50 FUR SIGN PERMIT ONLY 0 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 1HI5 PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDUNEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU 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 R CANCE T1 PRO ISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. C 'Ck7N ,+ Date / 21-e EL. X Signed' 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. Contractor (signature) Date OWNER- BUILDER DECLARATION 4 4 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,, a •lusiv ly contracting with licensed contractor's to construct the project. L 'cl),U u s7 PNS Date /2- 2 / ^#la Owner (signature)_ __ �, �, f �/P -- L 4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-iiiig i So BUILDING PERMIT T.I. Work to be done Site Address Building Use Property Owner Address Contractor Address 9205 220TH S.W. PERMIT # Control # 5-/1L 88 -353 psi 3) : .1 1 OC6664 TE ROPERTY INVESTORS Suite enant n ' a aI Assessors Account # 7888900162 -U/ Phone # 575 -8787 Zip 98188 Phone # 583 -0238 : 11 1 11 Ian A, WA ROB MILLER INC #RMILLCI190L5 EDMONDS, WA FOR BUILDING PERMIT ONLY Approved for Issuance by: Zip 98020 Date: Sq. Ft. s"I t iFi Office warehouse Retail Other Occ. Load 2nd Fl. 3rd FT. X1.1.4.( 15:71----- W6A/11 . i S 9,, ;f; N� Total Fire Protection: 121 Sprinklers ❑ Detectors Zoning_ (; -rYJ Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 90,000 Bldg. Permit Fee Receipt # G,9 7 4 $ 595 OQ Plan Check Fee Receipt # i 574 $ 387.00 Demolition Receipt # $ Surcharges Receipt #6,7‘, $ 3.5U Other Receipt # $ Other Receipt # $ TOTAL $ 985.50 FOR 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 ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR wURK Is ,. TNOED OR ABANOONtU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SANE TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ,RDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AO.+ORITY TO VIOLATE R CANCE T PRO ISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed' C �ckJN I hereby affirm that I mm licensed under Contractor (signature) Date LICENSED CONTRACTORS DECLARATION provisions of the Business and Professions Code, and my license is in full force and effect. 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 offered for sale. ( ) 1, as owner of the property, e lluiiivvly contracting with licensed contractor's to construct the project. Owner (signature).4 /U�P�'�► (egla.)A%QuJST AVPNS) Date 12- 2/'135 /��h (�' a __ .led or CITY OF TUKWILA Building Division 62 Sothcenter Bo Tukwila, Washington ulevard (206) 433 -1849 Type of Inspection fr P/,4' Site Address /S"2O lequestor Special Instructions INSPECTION RECORD PERMIT #SSA Date g'c). Date Wanted //,21 Project C'&—sc - P Phone # Inspection Results /Comments: Inspector J'% Date cILY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washincton 98188 (206) 433 -1849 INSPECTIrN RECORD PERMIT # Date .9 Type of Inspection .,. Date Wanted 1-- d a.m. Site Address 1P,7 60 1C .--Co Project VJaiitke„ (,ae,e,r _ Requestor i- OA cc�.ei / ��c.� -cam Phone # Special Instructions Inspection Results /Comments: ,75-fh Inspector 724-t, Date / °2�)r7 �i It}:Y,r:1: L:��..ai) ��'.i.i.CWrr:t•�K-r. Y.:}c�r..n e....,. e.,.. «... -.« CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTIrON RECORD PERMIT # S'S/ Date / — /3 —PI Type of Inspection Date Wanted)4'1a) /— /6-4-47 a.m Site Address /1-260 Requestor Special Instructions Project � t� (.' £c' i f-- Phone # ..757 f- 7 $-S Inspection Results /Comments: g ./ 1461,11/7' .0'01-1 ZS- CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ype of Inspection ( ? _' ,4i/ ite Address �,�''oz /� �� /r��,p�� �� equestor pecial Instructions INSPECT-N RECORD PERMIT # 5-.51. Date /V ?? Date Wanted /////ep Project ia•, l4 c S cd +e Phone # 7.53— p.m• Inspection Results /Comments: ?t/'I1 `>d/ / Inspector Date / / /6 /?'Y durrding Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address /11 a Requestor Special Instructions INSPE ''ION RECORD PERMIT # �f �- �- 5- -S/9 Date F /nom ,4 X1'14 ,Dam Date Wanted ., { r % - :'I Project U_Jci.._ Phone # Inspection Results /Comments: //'.*l Inspector /��- -r � - Date /,/9 79 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTM4N RECORD PERMIT # Date / -- 'Type of Inspection 4.u-t.✓ f.e,t Ocaj Date Wanted /_5- - yy-7k Ca m p.m. Site Address iYa6,6 Q� • .4,z S. Project ia-i [ "�e�. Requestor ✓ /iile DO,�clt: Phone # .2 S'i— S-7 S a`" Special Instructions Inspection Results /Comments: 5_0U1A vd/4,7/7 A,./(2// v-- 7e, /49 vfr Inspector rfer60,L. Date /S: crY CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # /.2, Date /2 •2g —W 4ti� Type of Inspection =---1 - S 1 Date Wanted I? . S a.m. p.m. Site Address ! �� Gd (� L c l S . Project (jci„LL AA Requestor U--. f le_a j) n At-L,) Phone # k Special Instructions Inspection Results /Comments: /J' -2 �c/d // 4i�~ �' � l94 1O1::4 J"e204/1,—ve / �' - l /�I / % /!. (7f/"n' -7 ti c1 ?1.4%.40-/ /90. Inspector Date /.2/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection F c • Site Address /Yz 6 0 ©1 y Air Requestor INSPECrN RECORD PERMIT # Date Date Wanted {j r. 9 o-.,r ?, , .m. Project IJaix -4e /aca LL_' Phone # 73-3— Special Instructions Inspection Results /Comments: ---71610---4- c%r Inspector Date 1.2��j`"',/' CITY OF TUKILA Central Permit System t)ontrol No .--- .s Permit No. 5572 -- ✓ FINAL APPROVAL FORM TO: ❑ Building ❑ Public Works ❑ Planning NI Fire Dept. ❑ Police ❑ Parks /Recreation , S /9f I—I—project Name 1A.U4 ry / <8:- Cp1 sc,i i Address GO C2/ j. 7 /1'/ 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: J_.' '� 5 Authorized Signature 0 8, Date CPS Form 3 , • , Li L- ..) I ,cr ti ) 1* C ik LI t 11 h U L./7BI C FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. (egocW0)1f AogeHO Date Permit No • • PL9i1Rth EiAbELIATIIINIM • WAN/(E CASCAbE 7tNANT IMP ROVE MEN --- BLDG 44'7 NOV 28 1988 ENGINEERS NORTHWEST, INC. STRUCTURAL CONSULTANTS sr.! SEATTLE, WASHINGTON 98115 • ENGI cEERS- NORTHWESIC)INC. P.S. 6869 WOODLAWN AVE.. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522 -6698 Joe No. 880)0, l 2'7 JOB NAME _WAN c E CA SC,DE 7, 1. (9 497lATE ' L -C'Z Z 9� IN /F I L� SHEET OF L SUBJECT BY 1)h-i c fLoyA DL Pcy4)000 = 2.3 f 5f S P2 i fJK L I2 s = /, G /ELI AJG-- 7 2, 2. /uf L -mac 1 -/ g ufSE� 4, s MlJc, O. Z /5,0 P5f ENGINEERS- NORTHWEST' INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 JOB No. (38000. /E7Joe NAME /./11/1 E. C/SC44DE T. 2 DATE /% —DEC.-8,9 SUBJECT SHEET OF By x/71 L_ A = (.9, c)(49,5) - /54 {LZ f = v, / 4 [Cl s 4F)03) 4 5 (/5)(35.07 .�'• 510 LOAD CNor() FoR,GE ,� r396Ja Glb ,✓/11L "(PL7wool° 4IUQid41L /-lo S rR.(P AL•fn L/Zdt.) 104a d~c SrAG6 CRew A5SO.Pir_ eGt; 17,26(, coil/2 = .jf('(32,(19.G)rS(if) - 5 5.2., /f t NU s r,4P r-- J -- 7Y/' Sl N • 27 -.3 L E2RE17 TG S o/ =FIT !Y D/ 1 Ts? / /P. re/.7 To I JT P /L!1STt2/ rr s-t 217, 'z.t 7' F._ 3.36E ,zr i z..s/ ,Y, TO t; R. 12/L4371.pk O. l,( .sl) = /,5I K WT, of P/6rr i .( /)(,. ;)(/(u)(29) _JK r 0 `' ,',? c � Sts / 5-0(zi) (l f� Z � - / 2.5 k ROOF = ¢. 3 0 P F s0 = 'LvAO 3S r14 J 17L = 6. »1- l.5"4 1'/2.1 = zo.97 .a4. SEe 117r/1(1169 JRNtV Oe3 /Fri/ 0.75 (. 3)(6, 2.5) lv,3G8 /f.r /62 f'L fr 73 -coo. Y p1 "X"— :�i:f1 •..V - S ,�. ,vF+ H t C.t T '5E59 r: : : :1.e Ave NE Esattls.r.asr:ngton 9:115 CCNCRETE "9 vt.;1+aN ( ersicn 2.0) �9: U9C �Ii 130:52:7 12-17-1998 co 100: Sheet i cf 1ANEE CASCADE T.I. CHECI: EXISTING PiLASTEF "'9 DATA height (ft) wroth In tntcl,ness (tn) and thickness Itnl K factor Daraoet nt (ft) . 29,00 17.663 11,53 0.00 1.00 0.00 SPANDRE : DATA thicknessiini • offset (in, + outward) •CPENI!;32 . LEFT wictc (ft) height ift. RIGHT width ift) height (ft) . . 22,5 15,0 • . 0.0 0,0 Y:..TERI 0AJA ccr.crete insii retar i csi ) 2000 50000 .0,',07(;. DATA unfactorec r nd In (csfl: . 20.0 out icsf): 17.5 .se ic.,. one 3 Dress (Dsf): 103.3 import fact: 1.00 • ie:ger Wolf): 330E 01 ,Dif): 125 ecc iini: 0,5 t 11 wiseismic: 0 c :c :entrated load LL(lbs): 0 01 11bs): 0 ecc (in): 0,0 X Li w /Seismic: 0 c :- centric load ll(plf): 0 01 !Of): 0 t LL wiseismic: 0 hcriz•1 :ad plf, (+ inward): 162 dist acove floorift): 15.5 r.ERAR :=.TA Ve'tica'. $7 c :10.13 - ori:ontal Mtn in "2 / ft 0.28 RCE :ENT 1S0 .E=LECTION RESULTS + inwarc - ctitward • Case • Pu (lips) Mu (in-k! Phi)Mn iin -k) defl (in). .Allow defl(in) Comments . :LOAD CASES 9.5 227.2 522.20 1.21 9.5 -229.9 622.20 -0.69 9,5 407.2 622.20 1.40 12.8 335,0 631.04 1,21. 12,8 -220.7 631.04 -0.67 11.1 415,4 626.60 1,39 19.3 55,3 499.01 0.10 11 .90L + 1,:3WL inward 2) .901 + 1.3i(L outward 3) .901 + 1.43EQ 4) 1,0501 + 1,28LL + 1,28W'L inward 5) 1,050L + 1.2811 + 1,261IL outward 61. 1.0501 +1,2611 + 1.4E0 7) 1.401 + 1.7LL i;TERACTION CURVE,DATA .7MPc .? *Pba) .7tMbal ,71,Nn 199.2 57,6 578.2 459,1 2.32 case ok 2.32 case ok 2,•32' case ok 2.32 case ok 2.32 case ok 2.32, case ok 2.32 case o): Used interactior curve . NOTE in cases 1),.2), 4), and 5) the AL used is 1/2 of'the applied ll• ENGI cEERS— NORTHWEST" "INC. PS. %6869 WOODLAWN AVE, N,E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jos No SUBJECT JOB NAME _W/ ?i' ( Ct9SC -D7TJ DATE L¢•OL%'�?f� C H� G G°' 411e4 1+/a // SHEET 4-21 OFG BY DAY c.. / 37 PL- F. +. 12 (is) = /31? Pc->_ G(-?K le Cr p 958 206o oK. LHtCY ‘,2-1EA2 61711c, (,8 sY4) / , f° ° z (, z) 0,75- /v do •51,Vc_ —. O. Z K/f t cNK / r • BEn/O /E✓G O. 0 1 p,00l8s (5.5-v.75) 0,y(oo/8r)(,o)(s,.X2,,3)( 1.07 Kiti ucT oc, C rare � 1.30 b • 5 Awx 1, S75 C x.72. ¢ 2,85'2 4, k >< /(p, S��'n oo785(60) 1.7 (3 ) ENGI "EERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 JOB No. JOB NAME W/%/i CE CAS cfi0 T. I ('AU�� 4¢%) DATE / J -Oor -9 SUBJECT s7 Na/l/ t..) Ad /r1 Ax c #e)47) ' oFly (2v,) T ---6; 3 Co z L6 SHEET 5 OF BY DM `. So r0 4 S = 85L 4 BSP�- 7(/63)= 1. 1 k o,83''` oi'H = /./ (12) = /3,Z K. oK R L 4 Z = 2.1z. K• c t C, 1..oF3 It.74t 2rBSt(12�(J5) = 34l 0 1 <1P �lf A 3.5. ft t S t 2- Z X (o VE4T STUD) EA. a S/ x';016 .J FC -, f.e4 f. 4 Cs cc Ito s �i`l. E✓!� . urn - /F 7 //,08 /, 034 Lb 2 J1 651V- 0 N pg14,v' 1 64 /PS t J E i Ps o 1 . - ) FC - ' / . e A. Ern 11// . s l e A . C ' . . r ti ct c / 2 c �✓� Z - z x G VC/ f .. reioJ EA, D ENG ICE ERS- NORTH WES INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522 -6698 Joe. No o uDDO, /A7 JOB NAME _ ,VA//C G4' r ;nE 7X (r-r. , T ? DATE £o -OCT' b'?, SUBJECT /96.412 G-A9 / SHEET C of L / G� 85 -t 4 / $ /c. f — /4J'(/3) (/ z) v 3 Co, 9y K• ii 367 I2SO =e9• q i.f 64 5)6 )`'(/ z)' sz 781- .7 6 �( 0.5 ll�9. (i U Sc 2 -2xg I7? 2 f/ //'s� w/ 5 /,Psv/✓ Ng 17/4A/ GE 51// rim ED) BY !.7r;-7 L /3 -0 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 - 7560- FAX # (206) 522 -6698 JOB No. SUBJECT JOB NAME /V �NCC DATE - 4 am /4 ✓6 SHEET / OF f/.' BY %ice L c.Li? ZO'�g 0, 0/ (D7, •... _.07o(204) 4 r )5 - 043E3) (2/ 0.49S-13 D/< Gi1�cK id'/2/d6 107/ (Z)(2 ) 360 L.6.//! )<5fe =,,218 ia' 3Gv C-N c k ,s /(o £_o Vkme . 6v2(4)(2.`f ) 8,cv ()re �. 7 5 , �3 GAG 6, 4 S 4 Gi IS6c._ECT 4 C PK PG Y LvD 0 D Lc,.70Pc-f esPL- ic 24 " < Ks r , 4,96, in OK ok ENGIEERS— NORTHWEST~'INC. P.S. . 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. SUBJECT JOB NAME - /4/VL t'��.f �%� �L.• �,J. (eL/)r %!2 DATE .4E /. rot. PTG. Lo /ID TO >o/c = S9 KIP + 25.1 = 76. G(, K1P fl s:S ufir ED s 01 L O RG. = 2 o(>c.. /'.J / 78.6 G •2. _ 27,33 ft 6.3 ADO 8 "E"AJ /Ob spy ok ORG. x Z0 -O6.7 SHEET OF F /6- BY p. 78.7 k i/' 32..08 4 )3. g4 /lea1 - 4 5-.922 32.7L' ° DL (/.?) = 78, 0? 37.7vO.4) = 95-. 5 /23.96 K/P Main - /.5-75[(2) mss; '.3''i . 4 I/. s. Q FouNOA441 2ocn(I) _ 1/4 1-1,;-1. 4j 0, 3 I CNs �y uu� - G, 4S Ps / or ENGI` - C4= P t� ERS S NORTH WEST f NC 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 -6698 JOB No. JOB NAME /� / / C..4.'C�ii.�E° DATE SUBJECT i'4�D Iu ��l� /�DED L/ /-J G✓ SHEET BY IO• o. )i_4 OF fi(;_• �rJ 1 s. 0 • 1i ' 4- r r 'j ! , ENGINEERS- NORTHVEST CONCRETE JAMB DESIGN (version 3.0) Sheet of 6869 Woodlawn Ave NE 1988 UBC WANCE CASCADE L I. Seattle,Washington 98115 13:40:36 10 -21 -1988 PROPOSED WINDOW po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 15.17 84.00 5.50 0.00 1.00 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 5.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 10.0 10.3 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf1= 26.5 out (psi): 22.1 seismic... zone 3 press (psf)= 20.6 import fact= 1.00 ledger LL(plf)= 309 DL (plf)= 161 ecc (in): 0.0 % LL w /seismic= 0 concentrated load LL(Ibs)= 0 DL (lbs1= 0 ecc (in)= 0.0 % LL w /seismic= 0 concentric load LL(plf1= 0 DL (plf1= 0 X LL w/seismic: 0 horiz load plf (+ inward): 0 dist above floor(ftl= 0.0 REBAR DATA Vertical 6 14 d= 2.50 Horizontal min inA2 / it 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) PhitMn (in -k) defl (in) Allow defl(in) Comments 1 0.9 20.6 23.14 0.10 1.21 case ok 2 0.9 -17.7 23.14 -0.09 1.21 case ok 3 0.9 -10.7 23.14 -0.05 1.21 case ok 4 1.4 19.7 23.94 0.10 1.21 case ok 5 1.4. -18.3 23.94 -0.09 1.21 case ok 6 1.1 -10.8 23.40 -0.05 1.21 case ok 7 2.3 -2.4 25.39 -0.01 1.21 case ok LOAD CASES 1) .901 + 1.3NL inward 2) .9DL + 1.301 outward 3) .901 + 1.43E0 4) 1.0501 + 1.2811. + 1.2BWL inward 5) 1.05DL + 1.2811 + 1.2801 outward 6) 1.05DL + 1.2611 + 1.4E8 7) 1.4DL + 1.711 NOTE in cases 1), 2), 4), and 5) the 11 used is 1/2 of the applied LL ENG I '�EERS- NORTHWEST '"'INC. P S. �: •• 6869 WOODLAWN AVE, N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No.BP, o00, /29 JOB NAME L' /4 /RE C4-5(71/)-:. T. .r DATE 261 - NOV-63 8 SUBJECT SHEET OF BY %M D L L L- FLO _ / /.25(3z) _ 36 0 //. zS(50) = 6-62, Coda LEDGE = , (69 t Zo)= 69 I (so) ` So, 6EAti1 G27 UL T = /4(6 z7 )t I, 76, ms) I< Lir Mu = %DO (2z, ?,)z_ /24 K'/ 1_4 _ 27 % b Us/YG f /xED END /- 0r1EN7 MOMENT @ PAGE : 14/1, 1,92[Z. -/)z = Z , z Ply )< u ,.?z Cl.l 3)z 8 2S •l z/. B(I.13) =53 z2,71 y-- sy(//add) s.s (z .i) z — /76.4. K•/ = O.003¢ A s = .003 4Cs,$)(27) = ,.s < 0,6z Paoli/pee) OA GNtcX OEV E LoP/-IEA/%L CNC r# #3 g /. 7 ..t = , fZ OK 'GINEERS-NORTHWEST X69 Woodlawr, Ave NE Seattle,ilashington 98115 JAMB DATA height (ft) 26.60 SPANDREL DATA thickness(in) 5.50 OPENINGS . LEFT MATERIAL DATA liJh / /�E' c SC4O T..L CONCRETE JAMB DESIGN (version 3.0) Sheet of 1../4 r 1988 UBC . McCA11N. T:,I. MEZZANINE 16:41:07 11-20-1988 (11000.127 po 100 - ---- -, width (in) . thickness (in) add thickness (in) K factor . parapet ht (ft) 24.00' 11.50 0.00 1.00. 0.00 offset (in. + outward) 2.75 widtr: (ft) height (ft) RIGHT width (ft) height (ft) 21.0 10'.0 0.0 0.0 concrate.(psi) rebar (psi) 3 ^00 60000 LOADING DATA unfactored` wind in (psf): seismic ..., zone ledger LL(plf): concentrated load L1(lbs): concentric' load IL(plf): horiz load Of (+ inward): REBAR DATA Vertical 17.6 out (psf): 19.2 3 press (psf): 89.7 import fact: 1.00 309 DL (plf): 285 ecc (in): 0.5 0 DL (lbs): ' 0 ecc (in): 0.0 0 Dl (plf): 0 188 dist above floor(ft): 12.0 3 17 d: 9.56 Horizontal in in "2 / ft 0.28 t LL w /seismic: 0 % LL w /seismic: 0 % ll.w /seismic: '0 MOMENT AND DEFLECTION RESULTS '+ inward - outward Case PO (kips). Mu (in -k) . Phi*Mn (in -k) defl (in) Allow defl(in) Comments 1 2 3 4: 5 6 1 LOAD CASES .1) .9DL + 1.3W1 inward. 2) .901 + 1.3WL outward 3) .9DL + 1.43EQ '4) 1.05DL + 1.2811 + 1.2EWL.inward 5) 1.05DL + 1.28L1 + 1'.2:4L outward 6) 1.0501 + 1.28LL +'1.4ED 7) 1.401 + 1.711 7.6 7.6 7.6. 10.2 .. . 10.2 8.9 15.2 177.0 -151.5 3U.0 182.1 -144.8 305.3 36.3 455.03 455.03 455.03 464.67 464.67. 460.00 482.06. 0.60 -0.39 1.07 0:60 -0.38 1.06: 0.06. NOTE 2.13 2.13, 2.13 2.13 2.13 2.13, 2.13 case ok case ok case ok case ok. case ok case ok case ok in cases 1), 2), 4), and 5) the LL used.is 1 /2:of the applied 11 C'Ht c K OF EX /J%, p1,4// ra / c c E t'r /IEE Z 2. L R rr ,C !4 L 1_019P ENGINt =RS— NORTHWEST CC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522.6698 JOB No.f380Y,9• )E2 JOB NAME CiI SCN/J E / • r DATE Z3" NOV - '6 SUBJECT i2�V SG (�i Lli _ L FII`'l SHEET OF -i3 BY DM L c.LlZ 5/4,✓, 274 -3�� 5- f -'z Esc / sr GCv -[A,% Nevi GI( ) -L,1, Cat. z NE / 73. G c/ L . 26, 2 f r- S'/ iO,C PEN.9I'V !.L - 50 +20 ?O PsP TL 86-P5' geDuce L < by 27. is (z4,7s) - /s'v] = 4/.95` iS 7 A = 2.s?,! t + 'io J ` Ze,os E- c44H0■20 cs i 4.0 = OL 3S P.SP t /.7S%(Z6.75) iz = 1 683- K .a MM�x 6rel. - 12 Q' = .7.8.6. /43 5 ri.7313(2 ?. zs)�(12)' _ Zret 384 (/.8EG)( /.3C2 ) 8I 8a9 /.,, 0 use 3.,14 x c 8 30, 0 X43 = o2/, 4 ,n.'/ -7/. 64.7,) = /.759. <cF =z•4 z 71-.3" Qh'G L L,./ GTH R E ra P 22, 0 ag (s.,is-) 6,.i 4,E P, ENGI•EERS- NORTHWEST "�INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No886 -th, Z? Joe NAME DATE :23 -/(/oV --Ore) SUBJECT r /lie. 04 /11 GL (f- SHEET OF(7tl BY I7th ' L ,l ='63s r 4ZyX 4 •7S GLE09P SPAN : '- I. .9 KGF 5 z T. 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Z. > o,: /,3:a ( o.2)' /: )0 6 .S,5Z.3 t^s,° ,r92.3ps r DATE '/" / /PV" t7 SHEET OF, CO e-^ BY D/N L t/j rs r..�� kr = l ?; .G/. cci:lrc;T y = /08 k//' bt, rA %E J -,3 9 4,s c. U A. ENG I cE ERS - NORTHWEST ''" I NC.P S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 %)'''';')1',.-9 Joe NO SUBJECT JOB NAME ��•�i, /I % 1' cr / (:r T r DATE "/" 1.•"'2J P45c / G 1_< SHEET OF C 01— (11)(r:) = Z 3 7 , Ag. _`232 )(3) L' V 11,74 A • ar 0,4 3 y �' • BY ENG ICE ERS- NORTH WES CINC.• P.S. • 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX if (206) 522.6698 JOB No. SUBJECT JOB NAME V,1 /4KE r' ; !FL7C T. T DATE .?.'_'-✓/OV • 8 C1?e c/C 1J g G %i © c o 1_ 24 K1P: 44 x:75 4 /7 PsF o/< < 6,x'0 PIA„ _ 21141 C3. S) ? _ / 3. / Z /-1,/ O. �. (36.) (.2.0 (Co )1 s - Z - •3• U 7 di 6e) . i i Ofd SHEET OF CO L BY /.7.,' C.. ,..w (417CW- 2. /4 k� /ti ENGICE ERS— NORTH WES ` "'s +INC. P.S. 6869 V ODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 JOB No. SUBJECT JOB NAME {r/F// // g Cf /tC./.DE %. L. G HrC DATE g -/./f)(/• G o L • p/ r /6 ( /% /. /i! k• z. SHEET OF FTG �G J _ (222.5)(8S)(z4'.'7r) = 48.? k,P Z KL 0)60 _ 6,Z vJE 7 ,2i.G rM.Lt /. 9 z %�� /i�✓ = /og k GNk FrG. (/.4)((s) ] (za?) sv tao + /5 `-S, 2 k 4s. 2 r. '/.6(2Ks`.) r. 3 7S .sr/'i .41 2,z V Af cQ = 6.6 i6/ ADD 3''f /" Q04CC 45.7(/.402 Z.2 �q Z_ = Z. / CCo ✓c et: , tie 1/ " BY bs-v, �— L rscoc.+ ll'z 2. G = z — rz c= '4 _ 14 z 1.s C =. /. 6'7 ft coKaecri(IN FoR ti o, 9 ScT ,p 0, t . oo/a Om) / Ns= 0.0018 13h) UJ € 0,00z = o,ozak = O� 23,3 / ti eft 3 S E,W. i a7 ENGI FE ERS- NORTHWEST 'I NC: P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NAME k///Y CE CASCADE �• (QGOG PO DATE 211-0%.- / Ri A/ SHEET I OFS :-C-T BY )0/,/ [- JOB No SUBJECT C. ENGIEERS_NORTHWES C'INC. P.S. "6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No. JOB NAME /.//NC C /- ,1 C/n7 2 T. SUBJECT SHEET OF S� ( T BY 0i;- • DATE • (-)- Or,% '.`. iiT. /z R CP)c R,yaD, E. xisr sHE(f' k,j4' // f-720/1 6- /'E f?fee 17 2. X /O W3 - /Gd sflp /e „G h/3 �cocrtcu C-7— G--/ 1J I Tr u.3.5 /1,J • • ENGIhtERS- NORTHWES'INC. P. S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. JOB NAME C/S % A a l , .- DATE 20 - a-7 3, SUBJECT SHEET OF Sc°t-% BY 017' `- tk /s r GCU c 4/1 Pcyl -'oUD /24/Z 1/2" _p • /skX, rt x8x w� / _ )4 ' ",c , 9 � pke �• 12 ,� r) 1 ,516 X i y 1,04,itlelt` &LV- LAM C0L, C77O v le 5 or 171' W2-74 ''cd ?Ng() voLTJ e THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER s S /?- . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 9. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must be if over eight (8) feet in length. 11. Engineered truss drawings and calculations shall available to Building Inspector for inspection pur laterally braced be on site and poses. 12. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington 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 December 9, 1988 Fire Department Review Control Number 88 -353 Re: Wanke Cascade - 18260 Olympic 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. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10 The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1500 sq. ft. of area. The extinguisher should be of all purpose dry chemical type (2A, 10B:C). Travel distance to any extinguisher must be 75' or less. Maintain fire extinguisher coverage throughout. 2. * ** EXITS * ** - UFC Article 12 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) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 (UFC 12.109e) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly .indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler systems with more than 100 heads shall be supervised by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. Approved central stations are those listed by Underwriter's Laboratories, Inc. (UFC 10.309) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) 4. * ** ELECTRICAL * ** UFC Article 85 - NFPA 70 - NEC 77..,-.h 1'n 1nrt1 hlt• mnr.lrn.-1 fn City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 indicate it's purpose. (NEC 10 -22) (UFC 10.104) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. * ** HAZARDOUS CONDITIONS * ** - Article 80 Visible hazard identification signs shall be placed at all entrances to and in locations where hazardous materials are stored, handled or used in quantities requiring a permit. (UFC 80.103f) Flammable liquid storage room is to be identified with signs stating "FLAMMABLE - NO SMOKING - KEEP FIRE AWAY." The area in front of the flammable liquid reservoir and 10 feet to either side is to be conspicuously identified as a no parking area. 6. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire- extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Smoke removal capability shall be provided in buildings used for the storage of high -piled combustible stock and protected by an automatic fire- extinguishing system and shall be designed to provide a minimum of six changes of air per hour at 100 percent exhaust to the outside. (UFC 81.107a) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 4 Warehouses designed for high -piled stock shall establish and maintain aisleways of not less than 44 .inches to provide access to all exits and fire department access doors. (UFC 81.108) 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) 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) All interior wall covering materials shall be fire- resistive or shall be treated to be fire - resistive, so as to result in a flame - spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 7. * ** FLAMMABLE /COMBUSTIBLE LIQUIDS * ** - UFC Article 79 & 49 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 5 Tnsid.e storage of flammable or combustible liquids in excess of 240 gallons, total shall be stored in flammable liquid storage room or liquid storage warehouse designed and constructed in accordance with the Building Code for a Group H, division 2 occupancy. (UFC 79.202b, UFC 79.203a and 79.204a) Electrical wiring and equipment located in inside storage rooms shall be approved for Class I, Division I hazardous locations in accordance with the electrical code. The ventilation equipment and any lighting fixtures shall be operated by the same switch. An indicator light shall be installed adjacent to the switch if Class I flammable liquids are dispensed or used within . the room. Materials which react with water or other liquids to produce a hazard shall not be stored in the same room with flammable or combustible liquids. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd ORDINANCE COM..IANCE - PLAN CHECK PROJECT: A)AIAKE b T'�'�, SheetJot_.." Date: 1Z.--led -85 * .65-355 (SZ(O C,(4MPICI 60, The following corrections and /or clarifications are required to complete the plan review. -#.1 t\t4L 76L11C41 vspri cpbZ.DcO • I+ ! .►6 tiT- CALC4)LA'tI rtt -hAT RG►„- Ik g s ee.u16.0 Fez At4 CAL psD se 4 M B I.Gpr &16554cts ENGINEERS NORTHWESl;'INC. 6869 WOOOLAWN AVENUE N.E. • SUITE 205 SEATTLE, WA 93115 (206) 525 -7560 FAX # (206) 522 -6698 TO /..; L C.) C;. /?r i i C /) t/ �; ! 77)./j l_ A o i.� � , f ; c) 7 / / L ,\/ 7 & . 7 /G /i / ' t:J -'�' ,(:)Q,l.fe 433 - /e5-1 DATE / - G ' '. (.f, i�: 4 DATE JOB NO. r. JJ C.i Pi f''' ( I 1. / ATTENTION r 1 ) (": r I./ye- !)/(70 RE: :../ /i///< r r /lc r /1 /.)r T. 7 J.' t 11/ .(C 1.7 r t/ (f J . r"• 41 r-'s /` L /= /_. L (T/A./ (-•T- /A/ Ts h/ R L or, . / ;,7 v ( c! T WE ARE SENDING YOU O'Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples , Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION /Z• /C -S8 2 !'Lv /,SE1.) /_/17`i:flL. /l / /// /L. Ys /.S r"• 41 r-'s /` L /= /_. L (T/A./ (-•T- /A/ Ts h/ R L or, . / ;,7 v ( c! T THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval' or O'For your use ❑ Approved as noted . ❑ Submit copies for distribution p'As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US t REMARKS 13 (IL . -1/ -// 5 / 5 T /1 F_ r> A/! y S / r. /t/ /F/ (/74J`7 ie E 1// if (W v •, ,!r. cr .i l_ C (.//, fl T/ OX /.S 1.17,/:--/ F C- T /A/C =. ,. /A rF•,c 4[_ i r/ ( rc.) x/ RI_ n c- . •/ F 7- t //' f /-M E i / hJ v' r (J/ ' 7,,/z iC I' /l () /. = L F t% S /te' UX 1 f-A 5r /. f_ T rt /. /' xi() k/ COPY TO 7 //4N, 4-- t' SIGNED: D1-7A//F:1 / /? k F If enclosures are not as noted. Mlndlr notify us at ones. ALFRED CROONQUI .RCI IrrEurs UO uNivERsr Rux ONE UNION SQUARE I3U1 .0ING SUITE 2520 SEATFLE, WAS! IINGTON 913101 (20611182-2690 TO 6 2 Ov 4 ,c4/-1-4. 13'i' j2 L1E777 CF 113MMEgreML r. /-1-Z66.6 JOB NO RE !MANN_P—ARLffibLaR__13.03 ef./J E.P1c1 0 — -- f&Sn erl I r OW SO ' 5 3 144-1AX-E,—CeAteA4121e 1'7 i • WE ARE SENDING YOU 117,1<ttached Li Under separate cover via O Shop drawings O Copy of letter rerT5rInts 0 Change order the following items: 0 Plans 0 Samples 0 Specifications ,L1 COPIES DATE NO. DESCRIPTION A i-A) Pt/1_0)12 gevi9F,r7 THESE ARE TRANSMITTED as checked below: r‹approval 0 Approved as submitted 0 Resubmit copies for approval 1;%-1or your use 0 Approved as noted 0 Submit_ copies for distribution 1.1 As requested 0 Returned for corrections 0 Return corrected prints O For review and comment 0 O FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS /rit- Vg4-1411_1_445 11-4 eg---VaSI7 60 ge.-1110(00 40#14#1.04u-m. .4'ti'ct vU COPY TO • SIGNED:. If enclosures are not as noted, kindly notify us at once. OR of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard —Tukwila, Washington 98188 (206) 433 -1849 TO: Iv 1 Ic 44- L DOVD DATE: I/ NOV BE POMP COON ta) 5r I ITC ata.5 PROJ /PERMIT NO: 88 -?�- 5?� (,co IJNIvko1Ty - # 3404 elei--rrt ' g8101 FROM (E Og --E )E1-1 CD IGTO SUBJECT: \ACW005. C6 D. -rz. 1?4N "Revi) 1) WE ARE SENDING YOU THE FOLLOWING: XsAttached Q Under separate cover COPIES DESCRIPTION THESE ARE TRANSMITTED /RETURNED: 'aAN ' el)l.u) Cotv►t t4 [ For your approval. Dgi For review and comment C1 For your use and information 1KFor corrections /revisions [l As requested [[ Other: COMMENTS:: GC-A P UI eto A }4Q 3LJE M %r Two 6op1iaS OF iReut s-D ?GANS. PLEASE: [J Resubmit for approval [j Return corrected prints (23 /P4.LTRANS) (LR 12/29/87) ORDINANCE O C MPLIANCE PLAN CHECK PROJECT: _ V\JA^kwKE CACJ\tE 171. * _LEWD OUipe.10 SCE. The following corrections and /or clarifications are required to complete the plan review. Sheet i of 1 Date: II- 17=88 "1, C r-�lG�/ 5E- 10(a)ROOt/ 61-il PPI INICt ARE\ 1-kAS A14 OC C L)pA I.tT LD At GRE mEK. ¶ A14 5o. :. TiA)O -X 3 • iJt2ED 1 O -acts 6P4kGE 1ER 'TA15LE: 33A . ' it5e -RA 'lo k�2o ho 1QR. 6EGo&DAtz9 EXIT di4 c Co " 7 I ES it)tr L1,F3, G, CN(cPTECz 33 "R*44 -tax) -aRoo t D E V) '� 2• r 1 1- AtttNe gboM 4'6-frogs OF L t3.G. Ct- VAQTER- . t)1 S Lit aeOi Lc) t Th Co ^ts% oEt Tlo 14 Tc� L\1 Bic. ' (2D L S. L 1$E4IJA. -P. IOO1 D E 1300-173:11.- OF LI GLI11)-p t Lt-ACts oLvst Ncl it ! p() 74w) 15cTTot4 4 JLL' tikkuid cfSe WD LIa3I0 TtL* Ft b--e D4 ZA.N 4, 61zICTURAL Cacb CALL ' jQ. Ts (oX(49X.3 /vo COLUMNS l.t IJE 4.0 Fort•ts CaLLFeR 6X5K1A . ) AI17O Cots = is r 'PSETu) EN CALCS DVACL)I N4$ `1,&ARD1t 1Ct eiNf0 1t•ICt gEQtatgED 'PAD fOOTIN 5 . Ca ' � • : 11 sOotO of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard — Tukwila, Washington 98188 (206) 433 -1849 itisv'liisECTS TO: M IG +A-6L -DODD DATE: 1% NOVS`3 I L1Rep c.14.-EN QL)ts-t- 41411-6,g; PROJ /PERMIT NO: 86--53 1300 C, ohoE'IZ'ITei - 4t31-04 SUBJECT: \/UA, 4Kres SCADs Tr L 17t.4N •Ravlot) 16t-ae W4 g8J0i FROM:CDIS ED IG O WE ARE SENDING YOU THE FOLLOWING: KAttached [I Under separate cover COPIES DESCRIPTION THESE ARE TRANSMITTED /RETURNED: 1M get)l U) awit.i rfS Q For your approval. For review and comment For your use and information laFor corrections /revisions Q As requested O Other: -dui ip 1'CANS. PLEASE: [I Resubmit for approval [[ Return corrected prints (23 /P4.LTRANS) (LR 12/29/87) FORDINANCE COMPL(NCE - PLAN CHECK PROJECT: VVANKE CASCADE T =• I9)200 oHMptc O. The following corrections and /or clarifications are required to com Sheet I of Date: ►1- 17- -156, Y� w. 'my ;.S 1988 ALFRED Clic)L { ?I.li T Al -'iGI -111 i::t;1• i D�f1GE/ .31- 1662)R00 [�/5�11 P�I_t ARE; 1-4A A1,1 LrA► -j3 6PAGS fed 1A5Le- A . 'VISE 'PLAN To 1' o010e. 1QR 6ecottpAizut �CIT G COMPLIES loin.* 1,131G, coNprE1233 E'M t.t) tT A XxrcLaQ o Ct -4A9i . 1 E Q15e Ph 13 &Ute.EEU/ Ltd tTt Coast oEPS4TIo a. 1oviDE 1)51,6:t L. Cr- -1GU1b 1LLACi -- ot.OtNct '- 5eY\/o1R" .1N UOE '01- LDATtoN) AiJD 'RG1ya) os _ C. M. L.1, WALL. A'No 714 ou)_tril_ ? SfTcM. 4t \Ai(LLS Oita c e MAD e LIQl-AO 1-1 C�1~i't 4, 6-rguGTiiRaL CALLS CALL 'Vne. TS (0X(40)(3 /Ito CoLuMCIS) et4► D 1.,11.1e 4.5) PeAms CALL EFocz 5X5)(Yet.. ) AI12O CoNFLIcr 'F3E11u0.E�1 CALLS DRALLANCiS RElNFO NCt gEQI,JtED AT 1714ESIE 'PAD 1ooTi NCtS . (C4LC7: 6/FS ) ipzuitOcts sikoD 1 5) ALFRED CROONQUIS tC I trrEcTs 000 UNIVERSI " ZEET ONE UNION SQUARE I3U AG • SUITE 2520 SEATTLE, WASHINGTON 08101 (200) 0112- 26410 . TO IAK 1141 I. 1 04424 ?ZkS WE ARE SENDING YOU C' Attached ❑ Under separate cover via o Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order [1.EtrUt .o F ITGv\ lSETTIML DATE 2.as JOB NO. 9 -Z/t, �Ne>71,e� ATTEN11; r%UPteiRJkE,— RE• 64041r6fiN1IT No__fie.r__93 DESCRIPTION ❑ Plans ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION Z I i• o- 88 4• I /- I aim n �i'p�l =c.a4 I#mc.v Ogg va1_r-z. - -- -4aR THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted. 0 Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for, distribution O As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ o FOR BIDS DUE __ 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 'Tti1 ti MrAt w' -f0 *An �7�r oit_N_4 gi ' -is 3 DG )' U _ GAIN ge v t e a_G 0 inotee _WAr1oattr;) COPY TO SIGNED:! /%'�(�yi If enclosures are not as notad, kindly notify us at once, ORDINANCE COMPLIANCE CHECKLIST WANke C6. I c2c0 Obi /M Pic 66. 1. OCCUPANCY GROUP: 174611(A Z -Z 01 ,E /oF"1 -tGE FL- t..6 F'Ro( 6 t t_1Cat .ID 6T©R.'i 1, . 2. TYPE OF CONSTRUCTION: V-V At 1. -C-Qt) F02. -Z, E.V. R 511EET 2 3. LOCATION ON PROPERTY: jy,G,(1STINCt 'I.Dct 4. BLDG.HT./ NO of S ORIES: 1N.t16 T.1.. = o r- zc PL.05 . F_ 5. FLOOR AREA: ci3t 70')7 c otatiwE *la ..?,")4-4/ - tv\e7Z..LL4i ie = "33 OO (/4+84,5 LES M.) 15-1 FLOCk. OFFIG E = 2e V • OCCUPANT LOAD: - , rvI5 C �.) Project: Sheet 1 OF File # �'x°-3l MIKE Dooh �8Z-2 i() t= DETA 1 REQUIREMENTS: Occupancy 0, K 04-ype of Construction ✓ Cc.4( 0/Exiting f (EE-) " A Gode Regulations -i- U -k- 01,t O Engineering Regs. & Reqmts . ACtIQ. - l.CA OOCtin'T ®ompliance w/ W.S.E.C.. kle-STI14C\ 1 t 6& L, GSCt75, MA.111TAtL1(50 eCompliance w/ Chapter 51 -10 W I- 19-1AN -EA -co C,Yv NOTES: �oore . A . C -ZA 1e-t2., '1� elM 5� 1r4Zb� '�. `34"1 C€ orn & _ P Nerd., tz4wtp (— W H S tx,E "OED E>cemp r e)(A ��?,A 'a7ii�1/1''. lei_ 3►! a�l �G�!' r���[! G34�� 1�►:��i�s�L�'i��11I./�'�Z!Zr: :rev INIIIyc AIEIT/ SWA71∎ i�111 -4i•.1Z - 2 .1iirlIESSrcil�t4SAIIR• 1: Vi2FF, 17) .0 a / • rE 57-10 t'AC 1 oPA,coe .v /oc) C0).11.e.vc d GFio 11 .zot/is 122 i cx> N 6 W 12,/15 CFFIGE 440).6,1- icsi2itA r1X3g -t- Z X24}- -- q,15318:33� WANKE CPsCAbE /00 4c1-044, I (7-- CG2■14 FLR. 6FFice Ms tJitA N1 -2 h4L M- GCWr" ez0k ?oY CervtAeM Ley 003,C, — A )5UCG cv�sr� ToT4L Loa° '50 + Two Exits peep K, occ-vc� 4tS Tea tk 4L`ro\ pe 00 keoi5ec) Puts �, VIA t✓ 4_ Zt / 1 ME. WSE Occ o = 1etCtocro = (n D °`-'-0t42 &E.... ` OOM '- z crco ANGLi I •54 1 IR% o f i-XT, WALL 4-k < 617 2 its 4 Id) 17 VA(R, 2 -14 < 640' 09a- a &L.LS PERM Map ' 1(c2c5C Zo.' 6e) occti- Ipcwkc:o\ Aq. -Ng., II. Coaex ,t VtA ize-ocA) 61) )4b TAzt) tN( k/o,k LAt t 1,OOW'% 9.Azictea > 3p 44o (t;.AI 70) • . o.K cio3 q02, (:0( amtr. 4-ecrud-4 905- vVt k 46-to /Ovaata 1 C- Fn Mr,Cvt , .�ec .-f c 4 \fr-J34 azy-oisuk ., �� LUAA‘4-e-IvercouV-t -- r5 x 17X .3,0:= ciq .0406 02°,31G�©� - Z.660, /4/1 5/ 003765 = 763 nc4 CLA-- . .1i'bo-INC 131 11,5 (1 1' 5111-.3 SE5 C � = �51, -4( Oze 3 145 % U�t� 003 4? "' = .1)',2 -�' T-44 MOIC CITY OF IUKWILA Ouild»ig Division 6200 Southcente} Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUIL ,1NG PERMIT APPLICATION Control -- w Site Address I62' 017i1 ,14'I6 •ii Suite# Floor# 1 Project Name /Tenant =1$ya 401AN14.e, 6ae246,1:' >✓ Valuation of Construction 0907000 'ssessors Account# 766e'2001&/2 '07 Property Owner /;aR'POF2A1 irfoptf21Y 11,Np:1I1O Phone 5n - el e 7 Address I npf ' GA5C ,4f' F--. 4P'u7H Zip 961e6 Applicant Aimmt7 eROOIJaiI 'T 11 c.-i Phone 606s-1.090 Address &a° uu/vr_4y1 ?y 0- 34,04— *efr -rf!z Zip /3/oi Architect /Engineer Al.fRlit7 6ADO N QU I <,7 AgdH!1 r & 7 Phone 1,i52,-z.6090 Address (000 WAI /Veg`717'Y #3404 [; - 77114. Zip gt3I0/ Contractor Npr YF'f, License# Phone �Hc,G,1r, Address ob vri�iier Zip Class of Work: J New [] Addition 21 Tenant Improvement [( Remodel '(residential) Reroof [] Demolition [] Interior Demolition [] Other Describe work to be done 1N l '1 A tAlAcgf= }IOw-,r= GoNTfziwr - ret4A -IJr 1 mrgavg fA nlTy , d t=f t& ir /tkt2p7 m ezz•ANI K 6/ h7Dr= aG.E'. c. ?aok141 -rizUle. PAmf21 5'1"okarge',k1 r # -rA R. Air r--1,1-1-y. Type of Const. (UBC) \/ -tI Occ. Group (UBC) (zj- "- Square footage of entire building SlbjOc Square footage of tenant space 4.1 04- Building Use (cJioeRE4 J''E ILf a"PrICF'S Will there be a change of use? fl Yes 'No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? F Yes n No If yes, explainA, watjrt7 71-rOgA ✓r. ¢2M, I� I /NG YeGY VPd Fog OTOtzM e P M MA13t- e./d0010u i rr 1,e. IA aiai , 11-1601t71#.16 GOVT •j Pig* l r4 1`, C Florid r%acTWaet` 2P�r„ .- ter -_-r, 4 �vajL ,►J, -� ir 'I_t7/t, 4112- ?1P v�ar, ige 7' •INpo.) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND,THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. pplicant /Authorized Agent (signature) 0(//11/ D1/ Date Id- Z7 -3£$ Applicant/Authorized ( .� (print name) MIGHA6/. 17O 7i7 (oF ^4 deootQiiyT MaG4'*.) Contact Person (please print) lAi lee- Cl 'j7G' (PA AL fzUe:-/A11.- Phone to 62 - 2.loojc,7 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ '5g5OD Receipt# (,976 Date Paid ..t,-;- '2 Plan Check Fee (000/345.830) .3 1, Receipt# /�q 2 Date Paid - Bldg Code Sur Charge (000/386.904) .50 Receipt# ice; 7�;, Date Paid .l )-��. Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 555'6 (OWES: $ ,(p ) _2 SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entire Buildin : FLOOR USE /Occ Type SQ.FT. OLL LOAD USE /Occ Type, SQ.FT, OCC LOAD. USEJOcc Type SQ.FT. OCC ,I fAf 0 AL SQ.FT. O AL OCC. TRACKING m . t ; —, —67. DATE IN DATE OUT COMMEN ///// BLDG / J0- 6$ 125 -5? ' pprovea or ssuance - •.. 4►Y Type of Const. To Mahan: Date Approved:12 -1(714)6 Approved (Initials) 2 , r Per, letter dated /:.-944" FIRE Fire Protection: prink er s.::'aDetectors PLNG 1 ?, /13/, / �Z� (IS /88 Approved (Initials) v c.._ • BAR ❑LAND USE /SEPA CONDITIONS Zoning C- I4 Setbacks: N — S E — W -- Parking stalls required for: Site 9 S enant Space --- Parking stalls provided: Site 7 Tenant Space ADDITIONAL PARKING STALLS REQUIRED: G-0 +C'ff'fu- ruts -tr CorsvOtS IGN of s',4 ES AN'W C' INC26i15Cf STTE To PWD Approved (Initials) Per letter /plans dated i•A‘cc-E.55 4 *' -0 2AMP 1.1e t. Jt2 c.,9469- ax/e.% . w! ;~N cke#91- 1p4.4. L 0 ,,^ H COI I&ST *19/.,011 p- Sts • p- 57 rah �- 0" cy t .'i4 r7 --1.�• 11 Z • ;,•c e •X M42 Or cow 7 coge. L c t __ ,,v r I At,P 4 :l4.; r • - -- ,•■••• gayly- ',0 lam~ 46 i - -w t- --i _ t._ ._..__...gyp._+ Qcatc.Pi !, 1 L��_L corA a 9 r OV c-v - .p(TYR s 0 aftkca 201 ge7LL4Wer "r' UP • I4 L -. _ 31 1c4064' ca+ t r rp- b P 14_1 riskNi ofzile"rfollai*-4 I tv F 'n 'N A* L. fr =7"�Y t 4x3 • •. ; ...__ Wfix M1.....,�......_.,,..._ • r..Sr, :.,..•3.L•. ..... .. _ .. 1. t • •1 •.• L w '• l t= _jam 17"'1 P- e- 9 t r+ 10 4-_..- I t 74.• re) ,..1..Aa►ok O:.k. 114 0.- T - ...... _.-- _ __.._._.a,.........._.._.._.,_. �:. 1 r -17. tJP �pi✓ti� TY- FL-00 R PL,,a,►j RIB T 9 rI .i Al ' .. � .- TD 1 - JT' , ;2i -1-2.44,4 ` o verAIPT Ate Gc.1%4 r 1.."CY,4 FIZIOrZ To ‘40t-et c• 4 T 2F , } 4 Z A/Az! V/2' T . CACI4CA,41 � 5 -gyp • Napo*? 1.41104 _rgy�,.,,ts P-1,0 - P. 21 ' n.4 06,424 4, - ; "6, �ac4 qvic c;ot,,,4 0 T Meva P =.. '7 As- k r .. k 4 fI r ` r % Vs i FY 4tn.L. ox.b -'! 14 17t '"i ©t.. s FL..00R, c.:414 91 °Tt CITY OF TUKWILA APPROVED D E C1 198J A BUILD! ; 't i *N F N Jv 28'1988 1E,C1£ NO: CPI PROJECT iO..15 WANKE CASCADE SDUTHCENTER SOUTH INDUSTRIAL PARK "I"!..!!{` VILA, _ WA. .stirs w c G — .M. ice..f 4 a agesser g5 as dse �i•xr�A""PM' ,' ALFRED H. CRO NQ�i � .. � �1� � 1 +��� �e .. . 604,. UMVERSITY STREET, ON UttoNI SQUARE RI;ILDIi'C • SUI R��'3�8 , -. ; .;. f r;,,,. ::., SEAiTLF. WASHINGTON 98154 ' PHONE 206'.68.2-1. 2690 ,r.....0,...,a. •o......i•01~10/1~~1.1 xy In P.L f 141 Th: 11-14/(A.14, 12 Pal IJ rusty o uIziai~ IN LIEU 19)-19" 4) / EXIT \/ f2 fto1 -1 - -7 4 "6o1-1c, GuF-1%' ' i H.10 Iv /M- II i (16.71') o " /'„ H.U. 14hLL- ( 21, ,6" H 16, W) I-1/ GA.1 . 1�Ii4 f Id/-i.L -fa F-If` IGH ?AA7& LFaUip 2rIL- l,6•A� [(2.o r i&.79)-(Lo'x2, ')]x3.c7 .v .0 (V-ed I A H) 10 HP-1-6,H V 174 . l; 3.°1S 3.°1S cv.F?. `lt)k W1 LA P1 k.M 176P-V: vaik.1.5 76G GAL.,x./337cv,r- /.6..L_ _ = to!_ 60-FT, izr.Qt32 DEC 0 8 1988 LiU PROJECT NO: /72-Z3 REVISIONS: I I.21-�g 11.7,3 -,571:5 12.2.31, 12•3.08 �XI�T�,ToII,.T I2o0M L.laut• 1/4_011-19" Nate: - 1(141'G, aL-u Mz1% 4/146r1,JN 1-1at7l;p I.I6qu1t7 gGOM 1, L. I 1 U I I 7 21 P t z , 6 • ; ? vc M I e/ I 1' H2 p 1,-1;12 iJA'r>; szak1TRix6-TI2- rizPVU2 '4' A•IiZ / (44 M1z. H AI R_ 10 t'1 i' GOb 1;01,1•rp/61 rz I%)(PLO '7Ief1 rraap . flx°iur t y, b11f211JG��, p vIcee7 CPI PROJECT ,.1 WAN WANKE CAStADE SOUTHCEI\iTER SOUTH INDUSTRIAL PARK TUKWILA • WA ALFRED C OONGU ST ARCHITECTS DNE. UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON 98101 C2063 E82...2690 . • .• • ••.:4 loyesisir t I z io " co ._ g L 7 1 3 # 4 e 4 1 4 // s o r T pv A1 o - 4 :4' 4 cow. L/QUO 5P/ZZ1G HOLD/NG REERVOII • . / S.*4.: r . r . f76 0 Eo." ' 1g NQ7 MASON Y 0 3 GRADE 1" „1,50 "1) V,4LUS moR7e 3//4 8e: Typ e GRour soLi; Aw( coR C"0-4//v//vG 7 : # W A 1V)SE CASCADE ALFFED CROON CU ONE UNION SQUARE ua oiNC v er o 98 ENGINEERS NORTHWEST INC. 6869 OODLAWN AVE. N.E. 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" IS ' 62 (9011131388.. _ 68 .R WS .,..o.a.o.....brx,. ..... . • } cti c tiY s , 1- w ■ ~ F. a UNSWEIS 011111•1111 • Aj rU L :5%6 x / f2'/ ( UL f J 1 6 441‘ r rARr /AL (:) J'\l A, . • WIPP J r' 0: i1 ff,, jl u N 4 /4 f (e i e/J; ,:Ca " FILCT.5S Ai/ G v �.i 11 • 11 = . 11 X11 Ec7"' /O % A- '! /4;(r 3 x c., FL,,es.r t, / (.0 p,' RA �T '- 0 ((-N.tIAJ. o.ws l w%4'04 r;. 'tir *:o /r, /Y ..3'�/� c' "/3Pte,t.Z /Ai �v RAI5tiLT Peg,' f Lek! !.. $P/4Nr$ -Go 2 ske r T, c J . � .i: • /-te k F?C.ArN/ cr Aw �,�-� ..^�^- . /Q" - — '- /' 3 m il r..;irril D v / r7.7- GOB, (A.1.7". S. L�!J•l.c7Ca •L � s2iY:` h}rt'v�Y'44�4�fi'`:+H.i:7d:�:�l t I:1 x•. 2 rgoe.,A.reo 1;4%4 f. f tr } .a... '.;.;'xis,.. r ,,..:�� ^r: +..r•+ " '' ti 11 .111E-111`i11=. eCT/ /1,/ -/ 1 1 1 c- 7.=_____- -`-- — ; . MI i f F� y" J/ /O, "r.,1/ - rIZvs• tw P— ' :AA./ !I-JA t_f ��'''�'• 'r/ .'tea -d 3 9-/! 15RG. C /J.'T. s ) iA/AL.4- COG- ccD L , -- - -."~- F rJ/•,/• t L41 tir1 2• / // s :% /far,/ C u A/a7_ !� / . (: ,r;.J w; L-(. is rye 53/i -4e./ _ .4-r7- \ c .#io�w ,.. / ,.5/rrJ ?it•./ z -2a Jo/ :T ' eec.-,,:w.lM EA. 71 o/61 -7 3 /CL's -.- ieows iad D +F'ER f /./4774/ /ZAP-1P w.q1 L. /`71/5./- se' .S G,C> ,:E/A/ T "/e JG7- - c• r 54-It/r1;v245:445 - Wit co MMIla EN G' • 11 7/•...roArroh./..s • 11 11 ,/z rE RAt—,p Pc Lc)c ,4 T ee, ` i c� Jv , � CM F LOO ; . JO /..+ r /'' ftA •i - peR ALAN! ex/ r C Lc1 L At°i / M; J G( ei -• F'E f e_A'. / Few 54CT; p. / EXC. , f�7•''D.4 - x - t� 6'-7:5 / - rg J -s Perk ,F' (_ A A./ 5/6 /bi-ocKa.r3 '\, E : c7"r / o &I + •. / Ir 6 .•,s 2 0- t 1 ...A/40 t f C. YG.1t C�1 P ft„A! /? AV e. 4/9.0 . rr-riZ I -' 7 + "(e. 5: LC/ » (..:A/`7 <CJL • e._. a.4.7.4 g1 6.w.a, AY. Y.psl!e *x"04"0 1""1 ".." 44.l x THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE .. • 0)n;, UNIFORM SUILDINd CoDE 1985 EDITION - ASTM S LATE,-,`"T EDITION PANT ITION....20 PSF EQUNDATIQN ASSUMED SOIL BEARING - 2000 PSF. THE SITE SHALL fltE PREPARED ',PER SOIL'S. ENGINEER'S RUNE'DeMMISTEURNBDAEDTIQNSOSIIi. , SLABS AND FOOTINGS SHALL BEAR ON COMPACTED FILL TO 95% MODIFIED PROCTOR ASTM 0-1557 OR ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'1.-O" .130...433•1 FINISNED GRADE. = 3000 psi FOR SLABS ON GRADE, FOOTINGS, AND ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND AC1 CODE 318-83. pROPORTIONING OF AGGRF.GATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE M/K WITH 4" MAXIMUM SLUMP WHICH CAN RE PLACED W/THOUT 'OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, ,SEE SPECIFICATIONS- 3/4' VS:IR:EGA:1°H CHAMFER ALL EXPOSED EDGES, UNLESS IND/cATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A616-78, GRADE 60 (fy=6O,000 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, tb--7! MINIMUM UNLESS, NOTED OTHERWISE. CORNER OARS (1'-T" BEND) WILL BE PROVIDED, FOR ALL.HORIZONTAL REINFORCEMENT.. DETAIL STEEL IN ACCORDANCE WITH "AC1 MANUAL OF STANDARD PRACTICE OF.DETA/LING REINFORCED CONCRETE STRUCTURES" REINFORCING HOOKS,TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BI ELL ALL WORK IN ACCORDANCE WITH, "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ,EF!ECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD-PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE-Fot.,LowxNa STANDARDS: TUBE COLUMNS ASTM A-500, GRADE (Fyr:48,000 PSI ) MACHINE BOLTS ASTM A-307 PROVIDE MINIMUM EMBEDMENT- FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION. ANCHORS .MAY 'usEp INSTEAD OF ANCHOR ' BOLTS IN CONCRETE. CONFORM WITH ICB0 APPROVAL ,FOR EXPANSION ANCHORS USED. , ALL WELDING To CONFORM WITH AW3 D1.1 "CODE FOR WELDING IN BUILDING, CONSTRO.CTION". WELDS Noy spEciFieo SHALL. BE 1/4" CONTINUOUS FILLET • MINIMUM. ALL WELDS ey c,ER1 /FIED WELDERS. USE FRESH, 70xx' .ELF.cIRODES: SEE SPECIFICATIONS FOR ITEMS to BE GALVANIZED. IMO ALL GRADES ,SHALL. CONFORM TO ',344P.A RUIES FOR WESTERN'LUMBER--;LATEST EtQLT HEADS AND NUTS BEARING AGAINST W:o SHALL. BE PROVIDED .WITN„STANDARO COT WASHERS. ALL WOOD IN , CONTACT WITH CoNCRETE OR, MASO14,1RY, SHALL BE . PRESSURE, :TREATED. NAILS ;TO' BE COIMON NAILS, UNLESS 'INDICATED , 'ol•RERWIsE. No 6ussTrruTIoN' OF OTHER 4PECIES . FOR DouGLAs FIR QLU- ;LAMINATED WOOD; SEA14S : SHALL BE KILN DRIED .CQAST REGION- DOUGLAS FIR. USE AXTC• TRESS OF U9dSOUNDjKNO'�S'� LARGER (OF/OFT THAN- ; }'! j2" 2 DIAMETER.. OFASRiCATOR ��D • -BSS. - BOTTOM* LAM c O, BE FRE COMBINA PROVIDE'AITC CERTIFICATE, mathoon .• 'MEZZANINE (UBC IDENTIFICATION .`INDEX d� /2 }' MINIMUM'' 3/4 TAG COX ' (� 'PLY' } .. f.9hi ME UNLESS ,.INDICATED Or•NERWISE ON, MEZZ. PLAN., IS 1Od •:, " ' /.c., L ..PLY OOD EDQE N iZ "'` ' AT INTERMEDIATE SUPPORTS. CONTRACTOR TO' NOTIF Y ENGINEER' FOR NAILIN G REVIEW PRIOR. TO COVERING. TRUSSES SHALL BE N R-1 a8 . FABRICATOR �T�ALL TSU$ IY ':S�IA , i�RAWZ � T A � CAL!CU SUM, STAND,��tOS OF I CBS ; R+�Fk�RT �• NO.. , ,, ,�, _ SHALL' P S 6.,A?fIC�M3,;STAMPE�? :', Sxt,`1+1Ei}: AAIa,' DATED BY A.- 'WASHIN$ToN °'STATE;° LLCi NSEp r; NEER ,1 ' STRUCTURAL' •ENGINEER PRIOR', TO FABRICATION ' tS.HOP DRAWINGS SHALL > INCLUDE TRUSS,` LAYOUT PLANS ' , .. CAL'CULATI 3, A L :, I CLUDE, TRUSS i:END BEARTNG„. ;INCLUDE: MECHANICAL LOADS..' IN'T-ROSS: DESIGN AND''IPROV1DE''.ADDITIONAL *`TRUSSES WHERE' NECESSARY.,,.'. PLYWOOD NAILtN3`• IP4TOTTRUSS ,CHORD• SHALL NOT: BE '.CLOSER THAN. 8" 'IN''ANY ROW OF NAILS. SEPARATE °ROWS 8±Y, A .IN:, OF t/2 ';'.: TRUSS: BRUDGING,AI�D";SLOCKING S3 ALLBE A= �RREQ�UTRED 'PER FABRICATOR'S'.. ,SPECIFICATIONS:. , THE' TRt1S,3 9NGIy]EElR'; Qa.: NIS r'A ©Et�T`,,�.5' T4 'r.,YISx•1��' Ti :THE � SITE �TO VE32T�1(, ��T.HaT TRUSSES HAVE, OE,EN',' FABftICATtD ..AND• TNSTAL;LED IW: '' ACCORDANCE WITH,. THE • TRUSS' ENDINEER;' S .; DESIGN. VERIFY A1,SO :;:THAT*,: SPRINKLERS,',' ELECTRICAL, ' P .iW;4CINQ AID :MEt HAN1CAL .:, UJIITS`, HAVE .BEEI1 :PLACED ACCORDING tT0 �DEBI3, N',PARAMETERS ... THE" TRUSS,;'ENC WEER, SHA +LL, BU8M'IT;,A''lET7,ER,:'TO 'THE `ARCHtTEOT,' STRUCTURAL, : E. GINEER ;AN I .,BUILDING I DEPT'.. CERTIFYING:': THAT ; THE' ,ABOVE },'IN8PECTIO�4- OCCURRED; ANb THAT THE- AB3VE'' RE IR MENTS., WERE ME T S'' 'IM E1: #S IM PECT7Oi S : ARE::': TO, L M PER', UBC SECTION,: . . ... .' • ... , , 3SS =;AEI[) ,ASE 81f ' BY '; AN INDEPENDENT' DENT TtS7IPS(i LAB APPROVED`'' PRIOR, To °:£aTARTXNG� CONSTR11CTXON Y' .THE'BUILDING, DEP:1. AN THE ENGINEER' .P)UNDATTON.: INSPECT. FOOTING EXCAVATXQNS• , >ANO PROVIDE '' 'COMPACTION '`.TESTS: AS ; NOTED Oc 1 tE't CONC.' ANCHORS TAKE C »"CRETE „CYLINDERS fA8 REQUIRED, VERIFY S,LUi4P AND rT iENG' 1. - ALL..': FIELD ° •Il4S'i-ALLATI ACCORDA E''._WZTH ,• :+ I TEL. '= ., CC�MTf�,ACTi�R TS TO NAVE.A CQ3PY .. ICZ!IO ,F1l�L:l TiS T ',BE ;COt�.T t�llSLY 3tdSPE VALUATION.,iRFPORY O SI'CE; FOR <;CQ,NC', a ►HlCiifillRS USE[a�. ! }. NE1 a. !k' SHiEAR WAL6:S.0 ►LL BLDG. DEPT AND''El4 W EE° �POR' NAILING REVIEW PRXt TO' - COVERING . >I�IEL L' ING IN $PELT AL,L >r!l_LD :`WELDING. 'ER FY •,;:CERT'Ifl,CATIOM OFi WELDERS. ".� • _ GC)tVT0AC'TOR SNALL:;� PAY• • 'Ft3R ANL. :a �tEY1rFr fSRE( •r ; iir GN OF ALL WELDS'. N01 'MEETING SPECS : MEE xNu ' SR E • .' SHALL ' NOTIFY .STRUCTURA L ENGINE 7 WELDS• NOT ' 4P r f` - ;S. OMIT .2 'SET"; OF SPRINTS OF SHOP,DRAWINGS '.JaND SE : OF •RED OOUCIBLE :-. EPIAS OF ' SHOP' ORAWIN ,.,U „ .� R CS ;'TO <ENGINEER - FOR: REVIEW : AFTER C TRACTOR HAS REV'I E A -:> . _ E1V I'i iA T i�PEq �t�t - C0�1'PLIi�HICE ,�u+�ii , l�!?IOR O S ti .' f f AeR pAT 0 , r u�. P I Vii. t;R. aL LAMS uT CTUItAI ,fiTEEL : MI E N , Rsr .. SC ILEA SOUS .,Si'EwL REI FORCItdG S.T � "• .Aid r N EE �i 'TRUSSES (� CONTRACTOR gHALL; VERIFY ALL. . XN'. TH ` FIELO'.AND . SHALL. ''PROVIDE AD AND'. ,. ,,.,, , ., .,; E. ,., ',,,� : , ,, ,f ... , Ef�„FA7E" ;iirt0'FtINfI BRACING OF ALL' STRUCTURAL ';ME4SERS.'1 ?'}RING CONSTRUCT/ON , :CONTRACTOR ~fSH.AL.L' NOTIFY`;'ENGINEEF°,,OF ' • ALL FIELD ' CHANGES PRIOR TO -.� INSTALLAT nom'. ,�. .,OONTRACTOR ,SHALLm. ,'SU R MIT � :� L,A� . :SH¢INf., '- LUGAT �U t� -, %OA� �'Ahn . AtiMORAGE, SOSF AID HANGERS SUPPORTING ANY - MEGHANxeALR- Et; EC T�ifA , _ pla.lP9Brf�� 6Ft:� SPCiNCtOFi••04SS•:.;IH -ExOE, aF `5a..'0olNS�,; ANY , ROOF' ., MOUNTED' , EQUIPMENT , SNALLt; 1E ALL SHOW :LOADS APD•. HS UM. i.L ,I ET H LOCATIONS: ' tH`SE' SNAtw B =��i1�YTiE •` Td; ,ENGINERS; 'ttRTHiEST 'FOR APPROVAL; ` PRIOR ',L3 INSTALLATION ..OF ANY OF T QIT , • I PE .5�U:' ---� : e k/ r 1 TJg &/.- . r toe e. c�+ 1/ 0 ri J._ • ■ can a>. V. eil;, A. ; 471. .7ai -aAL. 7:44 741:cSur: ; .7177 . ,A 9 11 0 Ti,ki OJE • LIKINS fo q,,' Gn59 Nitto* fe 1+0'Zi•1 CHITECTS SLATE 34014 •