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Permit 5536 - Shamrock Center - Building B
• CITY OF TUKWILA �' ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - i Soy BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # 88 -390 (512) T11 ,r DR. REIAIL EQUITEC PROPERTIES 617 INDUSTRY DR SELF (WAYNE OYLER) 746 INDUSTRY DR BLDG 9 FOR BUILDING PERMIT ONLY Suite BLDG 16 enant WAYNE MYLER DB Assessors Account # 5,W3n44-C/010g Phone # 575 -6675 TUKWILA, WA Zip 98188 Phone # 575 -4690 Zip 98188 I . r TUKWILA, 4A Sq. Ft. ist Fi. Office Warehouse Retail Other Occ. Load Lia, (3 -a 5e 2nd Fl. _ 3rd FT. Total _ Fire Protection: ❑,Sprinklers ❑ Detectors Zoning L -►yfi Type of Construction Special Conditions Fees Approved for Issuance by: (/kw , / / 11 Date V;;Y7 sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 1,000.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #6905 Receipt #6905 Receipt # Receipt 905 Receipt # Receipt # $ 25.00 $ 16.00 E $ 3.50 E S 7111J1121.1 11.1=.1cratIcr==.1 $ 44.50 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 BECuMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR WURK IS )1S'En0E0 OR ABANDONEU Fug A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 8E TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE OF K WILL BE COMPLIED WIT THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO VIOLATE UR CANCEL HE PROVISIONS - F A R STATE OR LOCAL LAW REGULATING CONSTRyCTION,t THE P MANCE OF CONSTRUCTION. Signed Date LICENSED CONTRACTORS DECLARATION s of the Business and Professions Code, and my license i intf Date I hereby affirm that 1 am lie ed under pro i Contractor (signature)_ ( ) 1, as owner offered for ( ) I, as owner Owner (signature) of the property, or my sale. of the e and effect. OWNER - BUILDER DECLARATION employees, with wages as their sole compensation, will do the work, and the structure perty, am ex siv ntr�ting with licensed contractor's to construct • proj ' Date Is not .A .....4e0 or CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /80 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # 88 -390 (512) lel DR. RLIA1L EQUITEC PROPERTIES 617 INDUSTRY DR SELF (WAYNE OYLER) 746 INDUSTRY DR BLDG 9 Suite BLDG 16 enant WAYNE MYLER DB Assessors Account # Phone # 575 -6675 TUKWILA, WA Zip 98188 Phone # 575 -4690 Zip 98188 • • TUKWILA, WA FOR BUILDING PERMIT ONLY Approved for Issuance by: Date: Sq. Ft. Office warehouse Retail , Other Occ. Load slt Fi . 3(./ 3. 8- ,2.5(f' 2nd Fl. `— 3rd Fl . r Total Fire Protection: ❑,Sprinklers ❑ Detectors Zoning ( YY) Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other S other S Total Valuation of Construction S 1,000.00 Bldg. Permit Fee Receipt #6905 S 25.00 Plan Check Fee Receipt #6905 S 16.00 Demolition Receipt # S Surcharges Receipt 905 S 3.50 Other Receipt # S Other Receipt # S TOTAL S 44.50 FUR SIGN PERMIT ONLY ■ ❑ Permanent ❑ Temporary ❑ Single Face 0 Double Face [J Wall Mounted ❑ Free Standing Building face Setbacks: Front Side 0 Other Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECuMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR MURK IS '', ;SPEHDED OR ABANDONtU FUR A PERIOD OF 180 DAYS AT ANY TINE AFTER WORK IS COMMENCED. I HEREBY CERTIFY TWAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAYE TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANO JROINANCES GOVERNING THIS TYPE OF K WILL BE COMPLIED WIT THEM SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT 00ES NOT PRESUME TO GIVE AUttiORITY t0 VIOLATE OR CANCEL HE �OVfS10N5/�F A T R STATE OR LOCAL LAW REGULATING CONSTR %CTION THEE P MANLE OF CONSTRUCTION. Signed li( -- Date — L��L y i LICENSED CONTRACTORS DECLARATION s of the Business and Professions Code, and my license I in fydY�ce and effect. Date I hereby affirm that I as licyried under pro I Contractor (signature) ( ) 1, as owner offered for ( 1 I, as owner of the cy(perty, am ex Lysive OWNER- BUILDER DECLARATION of the property, or my employees, with wages as their sole compensation, will do the work, and sale. Owner ( signature)_ ontrgiing with licensed contractors to construct cep e prof Date the structure is not :ed or 4 CITY OF !IKWILA Buildir( 'apartment 6300 So ..:enter Boulevard Tukwila, WA 98188 (206) 431 -3670 jo pe of Inspection �,..,� , jL Sp .— AK- Site Address G y �„ Requestor .Special Instructions INSPECTI.IN RECORD PERMIT # 5 3 Date ?---G- -T v Date Wanted 7'-- 6-4p a.m. p.m Project / Phone # Inspection Results /Comments: Date 7—a..._,e) EQUITEC IFProperties Company A Poclf Corp Financial Services Company July 2, 1990 MT MB J U L 0 81990 CITY Ur TUKW LA PLANNING DEPT. Mr. Dave Larson City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Dear Mr. Larson: In reference to Building Permit Number 5536 for tenant improvement work at 746 Industry Drive by Renton Kirby Company: Renton Kirby has defaulted on their lease with us and has vacated the premises. Following their move out we have restored the warehouse portion of the space to its original comdition. If I can answer any additional questions please feel free to call. Sincerely, (,,1 --j L. Neil E. Nelson Property Manager NN /sk c : \docs \city #5536 Seattle Business Park 617 Industry Drive Thkwila, . WA 98188 (206) 575 -6675 i131NaZ 111Nllad 06%907nr. del OBA1B0 1 l3 OEM IIINIIM MOM SEISM 111.1MM 11101MNIM ORME, 111■111 OM. MMINNI MIIMMIll OMB (1:1 iiNciVQ:1011 I b, xa rti‘ery d cirv v 2QM 1— kft c O i s kioN 11V7A. v .. lit 0 Y y` v 1$ vl .4, 1 l'IC°. CI r --1 1 0...- ' t 1' o n -r t `0 ; a c.ta d ` - ....S V) � 0 1n ii/ N �. >t`M: �:�., =.r� .• F< �i�' r�I�fiv:;Itt::��r ±:f =:xJ /t °* -�J• ;.",; +� {'tl;?' % "i� ; /`�. /.1, >;. aft �1� x. tj X 1 2 14 ,, Cen4er-. s X 4 - '‘',' I code:Ps, ? Li , J,-1 4. ,,,c,its re4 / (--(ah er- Ga .7 X'I Corr -k 0.: 1-1a11e r c2 n1 a-)4 G �Z ,fly w o v� Cc.. (i` n e,► ,"4t( 14AtItc- Scr w)tc orP .VCc.C‘r,s i xt ._.._..� dip:3 ^ 6 Of _ Ek .._..... .. . ... ........ .. 4 ii s y 1 el. 1 ygN - mat xi. (° ..,' _i ..', r.:7. ....,. .1 , M' V -- DS K v c C 'R‹ v\ cSI- - o id le; e, Ltm 1..• .1. 1%! (c9► Cvf 44, eye . tS0:45 (-1.1 2,4c. GLEA12,!. call -.NT. UTcc- f (Av n S 4 ...aC1611 titCj % V.1F0 , 7 --cri.ovu,evaif 7;;Plielr": als4- reF1- 1/5_4y- • sr-- 111, ,••• 4.9 air "Er ill 4 1145 ant-, re2 -roprovaiL Cee--,24 dJ2 3- A1-4____2904)tri del441-5 i 19-AtVe rz / 6 cetirries, *---n-Reserweaus_voiew_Ar ii-'4j 96 s77eve--774J is A/6 r--.4e2z7z_4155E/1)51,tr c°2 ettx,,grteve.vev, /1170,4/A-ptyop__v 5-013P-1.424 1137 0.--50gfe-li___A„._.4r-e _awe, 1 reb-4.241,) Z_Zw4_442 P;7t 7p le. ar- 44--A•e_ : ! CITY: OF TUKWILA APPROM • 1 IJ A 11., 7 1W9T7 ; 'IN PI IS1bN; 7 z 4, 4Z;i2Pc/7P:i vic • ±r41444444-r. filla • ' 1 71( 71-� - - - - � pre - ■' 1' kW 7 4. z-k-ioay--72‘y 1?2- fve _ - owe,c)e-4. - 77a05 722 L----5751/&7 /1.4---27- 7?cec}/gE/ter---x45 ,..<7ezii4tzzas 44-4C /5" - - - -4 4 Ift-vz.“/Atie 1 d ,7$ f 6-1 -I- c3-P 1) re)z ‘,.„pps-F- ---31•5/,,A1_) 011 - iy 4 - Le:PIP=9-9/z 1 °- x 6T z - -/e) -24v 40-A. 4r tet4i) - - - -/-- b-*of eae • -- 4110- -1•-1>av 51M 4",,e roc/577V6 A/d/z- _ t5ll/P.06 ,44)12 42771.- A/4147 eiz A P R 0 V E-D • ti 0.75i7.e6 -JAW_ 49891-- - - 402 .p.o.401.44 4 titr-Cizs ;47- --Ate--171 fro ,41 _ te/A-4,1- of g roxi km#12/Y 6 oAP: (7?-ric • e,didas7 c 40,610 ,77-0-re -:;TEec, Fie-Ali/A* C CP11) 14, y_Av I L 1-No Er4L4. a 572iPctert-,k=440C4prgi .6412Vil 4.4 ..rtti 06.1772t P21( 72.444.4.4 44Z-2_ 4-re.ve--gyz7g- /gze-- -15 sr/ 044-e ilkace-14-:10-71?-772--/Cr206/: 0e 717 Ara 64 psF ce- /2-e otf, _4e14-1) 1440-#:eda.)/44 4,W/7i Irelf - e;ticerzi•rizoo-sr• Le#411) 3*-3 t2r 1,4k4.1f--ich..-rere.:e..;77, ---2-'die" " `Le-14)-c, /41C41-- faZ-5.727 rz- 7/544 ------- - • - - -• • - — - - - _ 24d,o. (*kW- ) V-E D OTTUMVILA - 11 s- 4.4p ; fr DIVISION —2-060 Trervt-04t4e* %L.) 4:1X145 WAY AVe a 4-1.4 41444 irtr).r -1-. Avigk,“ • —4-1-44fil.ti_ IRA/ 71. ,. 4V ' -4 -V.-. a---r:-/e-gei .---7"-4,7-A1---iew - f' 7 191f9- Vit-11-4/1-0xQ4_ f(6w _exorlyt City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor January 25, 1989 Fire Department Review Control Number 88 -390 Re: R.K. Industries - 746 Industry Drive, Suite #16, 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) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor.• (NFPA 10, 1 -6.6) (UFC 10.301) 2. 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) Exit hardware and marking must meet the requirements 1909 City of Tukwila FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 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) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. 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) 4. 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) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 3 Gary L, VanDusen, Mayor shall contrast with their background. (UFC 10.208) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, S)Z The Tukwila Fire Prevention Bureau co: T.F.D. file nod ct THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER S S3 1. NO CHANGES WILL BE MADE TO PLANS UNLESS APPROVED BY ARCHITECT AND TUKWILA BUILDING DEPARTMENT. 2. ALL PERMITS TO BE POSTED AT JOB SITE PRIOR TO START OF ANY CONSTRUCTION. 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), WASHINGTON STATE ENERGY CODE (1986 EDITION), AND WASHINGTON STATE REGULATIONS FOR BARRIOR FREE FACILITY (1986 EDITION). 4. APPROVAL OF PLANS, SPECIFICATION AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE.A PERMIT FOR OR AN APPROVAL OF ANY VIOLATION OF THE PROVISIONS OF THIS CODE OR OF ANY OTHER ORDINANCE OF THIS JURISDICTION. 1908 Ci of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard =- Tukwila, Washington 98188 (206) 433 -1849 TO: ' K. 1-lgolaS'rR1 El DATE: 12- 74-Co It1DussIVL-\ DR. OE PROJ /PERMIT NO: — O ISLPG t ( 1 Kl31LA 96188 SUBJECT: ). K, �Nc45r5c nes T,T 414'. '. (1) Al NL R. Oct L r R FROM: "FL5el-IEt CIO WE ARE SENDING YOU THE FOLLOWING: Q Attached Q Under separate cover COPIES DESCRIPTION THESE ARE TRANSMITTED /RETURNED: 1 Aril ciAecK CoM 4 TS • Q For your approval Q For review and comment Q For your use and information For corrections /revisions Q As requested Q Other: COMMENTS: LE e ii&E40lS(F. ipleom 4(7 Reces5A,Pti A i0 REsoeaMIT •� PLEASE: Q Resubmit for approval Q Return corrected prints (23 /P4.LTRANS) (LR 12/29/87) I' F ORDINANCE COMLIMNCE - PLAN CHECK Sheet I of Date: tZ -3- 3 PROJECT: 1 . K. il4DuST -1.41es •RF F; * SS-s90 -14(p -rl-k pue. D R % The following corrections and /or clarifications are required to complete the plan review. 1.l o f T 61DRACtE. Lo I Nc . 2w (0_1/4 U,e.G. To Corn tL c) TR 1--4s 'IRo n E T "FGooSIZ ""1"Rt CTLI E Mcxz, 1- 1Ei)E.1., Musr IJPC c W �i"i2t,>GT� IRA Ll,v - M - 1/4REQMrs OF 3 Ls, Etc, — iliLk for c s€CCT-Iot43 TO "D SGv e "FROPOSAL1 A Al D 1NCLUD FO 114 Tt:4is AREA, • 0 N 12-21-8°v C_ A-LL F40/14 G4 Tc o ' oP/ -- 4)1664.1rec,r Colvs�� � t3 y 604(1,1a Ote (ssUrs UoL\)ED I N A-ODfTiON Ty 17 f 4800177. --- �l��� (thi -L Be 4 PRO6 144f l CokgIDa (4rE X60 -- viZkr M i, //4Ns du) // ��,..0qe p // "(.V 1 cic: �% ' - (N(`t /J /,a/MV( //I 5 .-=�' 2t6_5 - CoWfl REff.511441 CAieb 44-1 opr,i4 Woo vvi cJ 1604 Ala - YgS oin,m) Atio b c rir(1 t\I A N4"v 4 �. (ezt, i7o l4. grA sf (-40 Ate, T PieoS . 161-/,.0-1-b-k2 G k Go4-011Ici &Jcut P es rig4-16,G6 44 q 4(i ger- vo agkruzei4tieE0-664 I< get fa o. wra Gam, 1,04 e'-ato virt4i445.10 t.*stic- TELEPHONE MEMO RE: CONTACTED: tiDauk_14a PERSON CALLING: DATE: I2 -Z7— c;56 INFORMATION ITEMS: 5-P5-46090 -- EO t E Wp FS CO/ o‘ --~ N Cam, ITk4�2. t NGi Q -TO eave. rye_ U Cow, Thle;6 ‘ , TP`LCTc.-itea.. Mex.2. taut- --' �k6tNF.-p 5oL ia.4, 4T -blues LoatV NG 125 fit=. OCTO4U-.1 i-ADT c oE&LJ A R ( - 1 OthnnAt- LoA-Ot cA> E to CAt $ 21-t i S 15 t4 . -ate No t4 EACT -raj': A 4.4/ • .. 1,1 �' • I. �...� >`._ : ,.! -*u_1 J Imo,.: r1 �L� �L = --•a. 1?...6 11_1 AAL...1 J. KN 4ki4 anaa C64111ZRZOteA CkA \MPS 07/6.1 .Q iu.)cmia 4e) cbuiA. ittl vai I .1,14u • (% ORDINANCE COMPLIALL'LHECKLIST P ro j ec t:. \<. SN t7 TR1 E3 ('S%. 74 , �NouS-c- - . - . BL• .1 VAc-V MSS Sheet 1 OF 1 File QIFI, 1. OCCUPANCY GROUP: 11-Z 2. TYPE OF CONSTRUCTION: \/1.1 6.10%4-3pR c ) 3. LOCATION ON PROPERTY: IJ /G F�C15TG 1dL . 5 L BLDG.HT./ NO of STORIES: ONE S1b .� — TT. F- SIDES . MEZZ. 5. FLOOR AREA: 234-3 ± 4 e(6. OCCUPANT LOAD: I8 :G e QFFIGE /secotc1E coc @1 Co 14 F. ?N1 5(o 000 TOTAL DETAILED REQUIREMENTS: Cr Occupancy CEti -114C1 BACK Exvt-wam ' se IZAI%ED To Mkt co©t�M-m. �ype of Construction V%4 r- K15Tet. DfR.EA oFTC , 1.WuL1 ee. 06.5 1 -1-i C . co el Exiting T AL GLCcpAt4T LOAD= 5(o > �mz = NsTR .00I1014 . ZECITS 'REGD. 'FROM � .7iT C � �� � r��i ice: � T• . . A ►MNW1�iC1 arom esic:4r Nil t:it lai'1: P9.�!a'P1 • . l a, AVSOU ►J I NG ROM Engineering Regs. & Regmts.Cat-00 ..1F3tALITEp ulpergks o, . FRAM114C1, 19.1 CARL 1OLLEFSON, AizzA cecr 1,1 el/ Compliance w/ W.S.E.C., WA Oompllance w/ Chapter 51 -10 W.A.C. O +K+ G° 'flEIAELoQEO Ac-C -EE, NOTES: -At`I A4ZE O ' C16T1N4 C0‘1171T1_CNS_. 11.11,TIAL 1 b OE UDAS TIkE CONE RUGTIO14 DF ME7.z. LEOE.L. AvAtzt. MtSG. UJAU.S wal-tour A " NE '<<xILvT(Ot,LS tz:k0..E curt -MED 1.14 recAJMENTS 5UWA LITE.D (A144 1 . FD►SI.A MA4GE -ftt,► 11.E .� iri• 0 •' ti, AT LEAST 114 T1�1S 4.R A CITY OP TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECPON RECORD PERMIT # Date Type of Inspection _r/47;" (lows. '0-e-tic'27-/ (;--A-1. , Date Wanted 74.15/S75/ a.m. Site Address 2'k' •../1K65"?-sky ,Dk-t Project iri'v y //,.c.c... Requestor Phone # Special Instructions p.m. Inspection Results/Comments: 52-b„,/teel d 27-evi P/-7 to ta er e-0 5270 fr-a /7,4od2 fI , e 22/A0-44 ei/- 1-,e2 5" L'e ?)*- (2)0 9j A.v45 s:g.?4-(t ( & Inspector 72.10.11,t_ Date /2-/5/-6e/ CITY OF 7UKYILA • 6200dtouthcenternBouievaro 1 BUI! " 'NG PERMIT APPLIC - -. 'ON Tukwila, Wachtngton 98188 Contrr / •Site Address ,, n�u , �� _ Suite# it Floor# Project Name /Tenant 'Valuation of Construction )000 `"-=- Property Owner E� 4,;.e, j�rY�l�i' S. Assessors cco `5,Z,0U(-- / -�U08 Phone � % -%74" Address �D 7 ' �n J�s4r` On. 8,r, /fQ;� q/ mite )/O Zip `724/k2( Applicant (›301/14, (es- Phone J" 7' Y G'D Address 714 -rod aS /r 01. is/tic -d- /6 T `) Zip ct? Architect /Engineer 5 1 Phone 575- '14 9 0 Address Zip Contractor u� p,kinle (���e - Cf-.{,frla,yik) License# / Phone s 75- r' 9 c Address 7y -'� —�j��, T.ric�.U.S ✓lam 0-- ✓)VV'P) TiAJCW)Ia1 -ZUPT Zip Z(.Z / Class of Work: 0 New C1 Addition CRI Tenant Improvement [] Remodel (residential) J Reroof fl Demolition Interior Demolition 0 Other Describe work to be done goy /j , wq(( n� 5J -L'�� «Cew 1LT Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 80,00 Square footage of tenant space .t/ca Building Use IN_c,ouy ,-% Sj Se; Ji e.� Will there be a change of use? n Yes WI 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? 0 Yes J No If yes, explain 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. Applicant /Authorized Agent (signature) i (print name) Iq E Contact Person (please print) SSA- N>: g Date 1.2 / /L( Phone t"75�16�1v FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other *New construction only OFFICE USE ONLY (000/322.100) $ (25:0o Receipt# &Q03 Date Paid JR/),/ 8 (000/345.830) /(p,00 Receipt# Date Paid (000/386.904) 350 Receipt# Date Paid (000/386.907) Receipt# Date Paid ( ) Receipt# Date Paid TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION 414/ ) 5j 0 (OWES: $ OCc FLOOR USE /Occ Type SQ.FT. LOAD USE /Occ T 0 Square Footage of Entir Building: GCC OCC YO SOFT. I ype SQ.FT. LOAD USE /Occ Tva nAn TOTAL SQ.FT. TOTAL OCC. TOTAL • TRACKING DEPT. BLDG PLNG DATE IN DATE OUT COMMENTS Approved for Issuance 1 -23 -Sa I -zs-S' Type of Const. Date Ai.roved: j- Approved (Initials) Per letter dated Fire Protection: Protection: ❑ Sprinklers ❑ Detectors 5/2_ Approved nitials) O BAR O LAND USE /SEPA CON61TIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: °WD Approved (Initials) Per letter /plans dated CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 041 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address NEW CONSTRUCTION OF BUILDING "r" 4650 S. 134TH PL. Suite # OFFICE /WARFHOUSE Assessors ED O'SULLIVAN 1200 WESTLAKE AVENUE N. O'SULLI PERMIT # 55360 Control # RR -287 (513) SUITE 505 ' 1 Il C ;►; 11 l ,1 Tenant SI4AMRnrK CENTER Account # 261660 -0035/ Phone # 283 -3030 SEATTLE, WA Zip 98109 Phone # 283 -8386 U , "` 7 Zip 981 0141 g� nG "C" 0045 FOR BUILDING PERMIT ONLY A proved for Issuance BY: r S q • Warehouse e Retail Other Occ. Load 1st F1. '2nd F1. 73rd Fl. liY.tr tla gl -.51t LU L 3 00 , - NCO Total Fire Protection: ( Sprinklers ❑ Detectors Zoning rv) -J Type of Construction V -A/ Special Conditions Fees Date: /-304 sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. t 2nd Fl. $ other $ other $ Total Valuation of Construction $ 202,800 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #15q0 $ 999.00 Receipt # 5298 $ 650.00 Receipt # $ Receipt #r75CQ $ Receipt # $ Receipt # $ 18.50 TOTAL $ 1,667.50 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 PERMII BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANOONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 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 DUES NOT PRESUME TU GIVE AUTHORITY TO �!AA VIOLATE EL THE I5ION5 OF ANY OTHER STATE OR LOCAL LAW REGULATING ISTRUC !ON OR THE PERFORMANCE OF CONSTRUCTION. P" / Signed ,a —.LQ c— Date CO �.3/ /gg 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. 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, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date Owner (signature)______ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 404; /5.4.9 BUILDING PERMIT PERMIT # 553(,- Control # RR -2R7 (513) Work to be done NEW CONSTRUCTION OF BUILDING "f'" Site Address 4650 S. 134TH PL. Suite # Tenant SHAMROCK CENTER RlnR, Building Use OFFICF /WARFHOUSF Assessors Account # 261660- 0035/Q040/0045 Property Owner ED O'SULLIVAN Phone # 283 -3030 Address 1200 WESTLAKE AVENUE N. SUITE 505 SEATTLE, WA Zip 98109 Contractor tracts O'SUL�I i s► �•►�; rt� i * 1 . Phone # 283 -8386 Zip 981 FOR BUILDING PERMIT ONLY A red for Issuance B : % /� ' / . �' r / ov '; . Date: / ._ - ' .4 i Sq. Ft. Offi Office rStrehoorage/ use Wa Retail Other Occ. Load 1st Fl. 2nd Fl. _ 3rd Fl. L 4 fA al /4 DU9 /67 Total Fire Protection: ( Sprinklers [] Detectors Zoning VV1-j Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fi. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 202,800 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #1564) $ 999.00 Receipt # 5298 $ 650.00 Receipt # $ Receipt #r75 0 $ Receipt # $ Receipt # $ 18.50 Type of Construction 'V- riv , TOTAL $ 1,667.50 Special Conditions FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary [] Single Face ❑ Double Face [] Wall Mounted El 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 OR MURK IS SUSPENDED OR ABANOONtU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNUW 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 00E5 NOT PRESUME TO GIVE AUTHORITY TO IA VIOLATE EL THE (,PA9Y,ISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CO STRUC !ON OR THE PERFORMANCE OF CONSTRUCTION. Signed ��'J Date 3/ I�g LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 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 nay employees, with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed Owner (signature)____ contractor's to construct the project. Date CITY OF.TUKWILA Building Division 6200 Southcenter Boulevard Tukte1a. Ws:;hinaton. 98188 (206) 433 -1849 Type of Inspection Site Address L / Requester Special Instructions INSPECTION RECORD PERMIT # L.L.C.36 Date /-Z-(—';(,-) Date Wanted 0. p.rr Project 0,.,z,„1 444/ .c Phone # Inspection Results /Comment``�t "I Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tuks,ila, Washington 98188 (206) 433 -1849 Type of Inspection 11e ?facia,- u p INSPECTION RECORD PERMIT # _ 553 Date // 8ff Date Wanted 4,*0 a.m. p.m. Site Address 94 .0 S • 13e( f f Project S'idm`'oc 4 Comb.ek #C. Requestor Phone # Special Instructions Inspection Results /Comments: /114.› 4/,-/-4; Inspector Date CITY OF TUKWILA Building Dihision Boulevard (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECT .r1N RECORD t J 041- �:� PERMIT # Date .5-3 >: )O- Date Wanted )= /.4,-(5 �. p.m. Project 4144jwmni., (=a, Phone # -5133 -.8 C / Inspection Results /Comments: (5A4,01e_j,..,4 fco6(;!; -„Lg drams/ Inspector Date Matitda train* -14 k.' rift rtr..ax ti. av xronaw,urim:.:u„xu ,c: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Wishinaton 98188 (206) 433 -1849 Type of Inspection Site Address Requestor 30 Special Instructions ..,.«...+- .v.n.KM..vua'1"t n'iWOrfax .- x..xur'X!ta i. NJ WrrrxOVf.'iv'Ydk: INSPECTION RECORD z %30 ,.5-5 3 6 PERMIT # Date el -/ `"6 ? br;3o.4w- 7 (run/ Date Wanted 1ka . f- 'i< -s- a.m. p.m r { � ( � 5 .3fr � 1 5 iiq'c Project ,9 ct Phone # 47/3 3 .2k o / Inspection Results /Comments:(_,p,� � � ..� . /mac Inspector Date CITY OF TUKWILA Building Division 620p Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Y. ...........xRwmvr xYCHt; YiPIAYlxtte" 1.111?:`ii;''• INSPECTION, RECORD PERMIT # ,c� Date gtG/LJ i&W!X,7 Date Wantl/ ed n a;.w/- Pa.m. p.m. Site Address 4.- /S S o S /. ``r n Project cS o-t ,• Requestor Phone # Special Instructions s 9.& r%u. Inspection Results /Comments: c./,P.lni s e S p1 C'a.sedz � s'G .s . _ e a /d fr4(ed41.� Inspector ,O1.4171 - l iQP 7 Date 5 V CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 PERMIT # OS362 Date Type of Inspection 4i71O(.e "t' (/3c) Site Address y,�"S'© �c7 (3 5/ ,4 Requestor /c'€e -h if a h Special Instructions Date Wanted / 7/.26/t7 �. Project ,,511d1errva ' CGnre lam' Phone # �/�3 — 2- eYn a.m .r Inspection Results /Comments: -e-e„.41 or-xl /4.1-N ,/14 /04e44-44.1evve Inspector Date CITY OF TUKWILA Building Division Tukwila,tWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address ./f.s "U Requestor Special Instructions .,- .,..,.....i, .. nk a..-.,......_., r........,..... �....• u.........,.....,.......,, .,..�.�..m.......•...ma....,v.K . v.«. n. wm,: �:<..•., w,.w ...ww.,.•..,..vn...v „r........n INSPECTION RECORD PERMIT # $ 3^,3 G Date Q Date Wanted 7 � 7-- ` ,,p a .m. Project, j' (,_ Phone # �..� 3 ” °/ p m. Inspection Results /Comments: ea<A-41- je.124 ,t/ril4;7 Inspector Date 7/25/FF Wfakn4431}VV.7:144,0tlei V4 vas <1169Nn3;ex1,0^.,aan..ri+a rtnen,.:vsw...r: CITY OF TUKWILA Building Division 620b Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # Date Type of Inspection ` 4x14,1 c,' P/ztit_ C•'oi 4Jkk Date Wanted M4),, 7 -s y -YS p.m. Project c�j, Phone # z7/3_g € O / Site Address Requestor Special Instructions yes ca S / y'' 6L leideitze Insp //ection Results /Como /�m�.,ents: o rrt p 69e) oda i i)? -Sri. 'S' e"cav'pl e,ri' c ieetl Inspector 47-6" e1V' Date 02i/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address rd Requestor Special Instructions INSPECTION RECORD PERMIT # S-S" G, Date 7 - t 7 -?--5 Date Wanted 4 a.m. r Project Phone # 3 / 6 4m J u,�. 7-/( -� Inspection Results /Comments: ��' S /0? ✓a' % ic94 ? ,."° ". toe /e)/ �L S 3a a C41, 0, od '_Ce and ah dir 72- © 5m Inspector • Date r y CITY OF TUKWILA Building Division Tukwila, t Washinatonu198188 (206) 433 -1849 Type of Inspection Site Address Requestor Special rw ................ ....�.................�. «...... �....��.. «.,...r...,..,,.,.. .....n •r . wl�.nu:wd4.nv( Mix. w.•: �A�+ F[ �MM'kLM'Y.ManiK�+f�.'IW+KKV.(9Y INSPECTION RECORD PERMIT # -53lo 1///ig9 Pot4Gr Date Wanted 7hzi9 7 eop.1 6/605'0 $ /3g Project :%' t.✓C Cie 11/.&11 /2a/q, .4_ Phone # 4'33 -2 ?d J Instructions (Z—L / /,;,0-6 Date Inspection Results /Comments: rok-G Date ;,,>!/:2,4';'0? CITY OF TUKWILA Building Division 6200''Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Atibk, Site Address 'C./(5) /34/ ,QL Requestor k€4,. Special Instructions INSPECTION RECORD PERMIT # Date /0/ /51 y Date Wanted a.m. Project 74.492.4/0610 Phone # G/3 3 p.m. Inspection Results /Comments: 7;:e %i;' evn sir rZe St:itre Ars Inspector Date rtIktWite�t kfk l2 c�:?xYtli3Ywlts+lhsu *�e•vN... • .M� _ W _._._ CITY OF TUKWILA Building Divfsion 6206Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # J �� ti Date -6 o Type of Inspection "2,115 -- ,/'.�..el Date Wanted - —4 p.m. Site Address 1/0—V--e) /7".../ 1W Project _r id0 0t 0 Requestor Phone # Special Instructions Inspection Results /Comments: 9 Inspector".,... Date 1,/27' CITY OF TUKiLA Central Permit System G„otrol No. Permit No. 5 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works 'v Fire Dept. ❑ Police ❑ Parks/Recreation Project Name Address ' ,'1 ' % v f /.'- Type of Permit(s) '. J 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 Authorized Signature , Date CPS Form 3 1 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM 433.1800 Gary L. VanDusen, Mayor TO: FROM: &CLCU)J MEMORANDUM DATE: i' 05/ 610 SUBJECT: 'a '1 ~ty.t) ceAtf. C 0 veix) l'e39717v celeD1 cotitadecid L4 4 # hic -0; 6,1-t gir ' r /4 an,rui k ) putv CIY' ,semie-OX4 a` '1 ,c Wa- mot, Lizn i L' L e ) dotal ig, (-ta 'b6L_L'71 , In f inWith ACLP/ eOrnitilaithed ,-eL 140 4:.._•. G...�1 i L/ /,,rl. IF ' • ,4-e4& paw l (2,46 't (10 /T2.MEM0) J C/ �� OY:u . ov-r4 -� f; pccanuumg.- 0,0c(5daAe. goncC ar Cvafev oi Gczdi'6 1/171,u,lat L-)0-0--4,eed 4eatuSA (bade) nuAA,i-- Aziroy e . eh.ecb oAdkil 1)464 - Lflzc.et vo'G.Q) (.e ng-;rum 6z,e(eA) Liauacha.elil) err, /*ONo c-cega4c046 Ctrio�ie�ii .,c6au.0- mvL ztCctu,d,ON- t0a-1 ery et3cv'icYa,-", /040v/theC c)i(2-1-0A 6tiq av ,QeueCoyo.VAA. 9uuLt THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. 2. No changes will be made to plans unless approved by Architect and Tukwila Building Department. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). ' 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. 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. Readily accessible access to roof mounted equipment required. 10. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 11. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 12. Subgrade preparation including drainagev excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 13. Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). 14. Prior to final inspection approval, at least one toilet facility for each sex shall be completed in each building. Toilet rooms shall comply with Washington State regulations for barrier-free facilities. Layout per attachment to sheet A-2. 15. Building "A" and "C" are exempt from the requirements of the Washington State Energy Code under Sec. 102(a). Any change to the proposed development under this permit or future tenant improvements will require analysis and documentation to show compliance with the requirements of Chapter 4, W.S.E.C. 16. Fences over 6 feet high require separate permit and inspection. 17. Irrigation system installation requires separate permit and inspection. Contact Tukwila Public Works Department. 18. Approval of plans, specifications and computations shall nnt be construed to be a permit for or an approval of any violation of. the provisions of this code or of any other ordinance of this jurisdiction. 19. 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). TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM g Z8 7 12- 2 °0 - SS / 4 41_,_a1.( 05 -27 r ,/2 , ( ± &t /' 4_ pAravi odAto ixwiLesill/ege w o euk ( cutkg,14-46Veilki .ph,,ta* CwwmAaTo (1Q/ . EMO ) �,Q.a -lvc AA4c) "Roam_ -ro 74171 t•ici Z? -Spict4 g°I -- _ Z5 &.._ Si I Coo City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 88 -282 (513) Gary L. VanDusen, Mayor September 27, 1988 Re: Shamrock Building #C - 4650 South 134th Place, 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) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) EXIT signs shall be installed at required exit J 4 1 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 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. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) 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) Al]. 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) Maintain minimum 40 degree F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (UFC 10.301) Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 4. 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) 1 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 3 300' of a fire hydrant, measured around the perimeter of the building. (City Ordinance #729) 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. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor September 27, 1988 Mr. Y. Ken K. Chin, A.I.A. Director of Architecture Pacific Design Associates 4039 -21st Avenue West Suite #102 Seattle, Washington 98199 Dear Mr. Chin: As an alternative to a fire apparatus access road on the north side of building #A in the Shamrock Center development, we will accept a fire alarm system in addition to the required sprinkler system. Plans for the fire alarm system as well as the sprinkler system must be submitted to the fire department for approval prior to installation. If you have any questions regarding this matter, please do not hesitate to call me. Sincerely, Nick Olivas Asst. Chief /Fire Marshal NJO:ncd t 1.1 t i 2 1... 1 •i _ _t- t 4 '= t_, t t 1.1 f_ I I_ C CASCADE GEOTECHNICAL A DIVISION OF CASCADE TESTING LABORATORY, INC. 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 rte, KIRKLAND: (206) 821.5080 SEATTLE: (206) 525.6700 November 23, 1988 Job No. 886 -26G Pacific Design Associates 4039 21st Avenue West, Suite 102 Seattle, Washington 98119 Attention: Ken Chin Reference: Shamrock Center 47th Avenue South at South 134th Street Tukwila, Washington Wfig DEG 0 61(. Dear Mr. Chin: As requested by Dan Lake of Engineers Northwest, we are providing additional recommendations for the development of the site regard- ing design parameters for auger cast piles and the loading ramp retaining wall located in the southeast corner of building A. Auger Cast Piles Fourteen (14) inch diameter auger cast piles which penetrate a minimum of ten (10) feet into the deep, medium dense to very dense silty sand with gravel or sand should be capable of supporting safe working loads of forty (40) tons each. We recommend that a minimum length of twenty (20) feet below the existing grade at the time of our study be 'maintained for all piles. The loads above are adjusted for down drag forces imposed by consolidation of the upper so ls. A lateral capacity of ten (10) tons per pile with an assumed . point of fixity of twenty (20) feet below the existing grade at the time of our study may be utilized for wind and /or seismic events. Loading Ramp Retaining wall We understand that five (5) foot high concrete retaining walls will be utilized in the area of the asphalt paved ramp down to a dock high loading area in the southeast corner of Building A. If the retaining wall loads are not carried down to bearing soil by the means of a deep foundation, settlement of the retaining walls would be expected. Based on our telephone conversation with Dan Lake of Engineers Northwest, we understand that settlement of the retaining walls will be tolerated rather than utilizing deep foundations. In order to minimize settlement, we recommend that the retaining wall footings and the asphalt ramp pavement section be placed on at least two (2) feet of compacted structural fill that has no more than five (5) oercent•material passing the 11200 sieve based on the ;=3 CASCADE GEOTECHNICAL November 23, 1988 Job No. 886 -26G Pacific Design Associates Page 2 fraction passing the #4 sieve. All structural fill should be placed as recommended in our soil report dated July 11, 1988. We recommend that the structural fill be placed over a geotextile fabric in the above area. It is our understanding that the retaining wall footings have been designed by others using a soil bearing value of 700 p.s.f. Even with this light loading and the above recommendations, settlement of the retaining walls and ramp is still expected. It must be recognized that the above efforts are expected to minimize the settlement. ~ We trust that this information meets your needs. Should you have any questions, feel free to contact us at any time. Sincerely, CASCADE GEOTECHNICAL George E. La ., P Principal Engineer • John C. Sa ler. �. Engineering Geologist JCS:lal ENGI ccERS- NORTHWEST iNC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 %c- JOB NO 2F i-4 Jos NAME SNAMROiCE /dirk% DATE /2 -/2 -8 6 SUBJECT RE. CMEck GRADE DEA/ f2/ SHEET / OF G. sr2vcTUP.AL SL,AI3 LOAF /NG- BY DMC, R6 r, sH 7' 6/ F- 4/0/1, -X- Roof 5 L m; 4E Cr, 3. DL Pt, D�- DL DL = (f o (is) G' 4] � 2 (6e) CI, 4] :1 -J c9 ?0(1,4J fC'45-] C1, 4] ,L ioo/ L.L. FL UDR L c- L.^L r� l`? r 0.21 = 2.0.5 0,95 0,8/ 4 0� KLr- /r1 (2 U) C20 01,7,1 =0,43 = 3,4 .3 1cLr = 7.49 kc,F - 0,1v 9l i 4 /142x7 k •a (92. 000 (24)( &L = /85 v AS /GE/ i Z) /, 7 34 in. : / . v Sep rot? 3 A`? ADEQ✓Are 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 adcpted code or ordinance:.Reccipt of contractor's copy of • approved: plan.; acknowledged. �!E I�EV /.CO NVM9ER By Date Permit. No • t$.1815 161141: Flat Slab ENGINEERS NORTHWEST JOB : SHAMROCK CENTER BLDG. A SRUCT. SLAB (2) RUN : 88124 PAGE NO. 1 TIME : Mon Dec 12 15 :10:19 1988 DESIGN DATA CONCRETE SUPPORT . SPAN TENSILE STRENGTH WEIGHT STEEL DESIGN LOAD COVER COVER STRENGTH f'c YIELD METHOD PATTERNS In In K /In "2 K /In ^2 Lb /Ft ^3 K /In "2 1.375 2.125 0.410 3.000 144.000 60.000 Ultimate Pattern Loading SPAN INPUT DATA SPAN SPAN SPAN NUMBER LENGTH THICKNESS Ft In 1 16.000 8.000 2 16.000 8.000 3 16.000 8.000 4 16.000 8.000 5 16.000 8.000 6 16.000 8.000 7 16.000 8.000 SPAN =__= UNIFORM LOADS = == NUMBER DEAD LIVE SPAN LOADS INPUT DATA \ PARTIAL' LOADS DEAD LIVE BEGIN END K /Ft "2 K /Ft "2 1 0.000 0.000 2 0.000 0.000 3 0,000 0.000 4 0.000 0.000 5 0.000 0.000 6 0.000 0.000 7 0.000 0.000 K /Ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 K /Ft / Ft Ft .350 -1.350 -1.350 -1.350 -1.350 -1.350 7.000 9.000 7.000 9.000 7.000 9.000 7.000 9.000 7.000 9.000 7.000 9.000 7.000 9.000 \-;OLUMN - HUMBER THICK. BELOW In COLUMN INPUT DATA COLUMN DIMENSIONS ABOVE STORY HEIGHT SLAB WIDTH THICK. WIDTH BELOW ABOVE WIDTH In In In Ft Ft Ft 14.000 0,000 0.000 0,000 60.000 0.000 13.750 14.000 0.000 0.000 0.000 60.000 0.000 13.750 . .. PROGRAM : Flat Slab IINEERS NORTHWEST utB : SHAMROCK CENTER BLDG. A SRUCT. SLAB (2) RUN : 88124 PAGE NO. 2 TIME : Mon Dec 12 15:10:23 1988 COLUMN INPUT DATA COLUMN DIMENSIONS COLUMN BELOW ABOVE STORY HEIGHT SLAB NUMBER THICK. WIDTH THICK. WIDTH BELOW ABOVE WIDTH 4 14.000 0.000 0.000 0.000 60.000 0.000 13.750 5 14.000 0.000 0.000 0.000 60,000 0.000 13.750 6 14.000 0.000 0.000 0.000 60.000 0.000 13.750 7 14.000 0.000 0.000 0.000 60.000 0.000 13.750 8 14.000 0.000 0.000 0.000 60.000 0.000 13.750 PANEL /CAPITAL INPUT DATA DROP PANEL =__= COLUMN CAPITAL COLUMN LENGTH NUMBER THICKNESS WIDTH LEFT RIGHT DIAMETER DEPTH In Ft Ft Ft In In 1 12.000 2.500 1.250 1.250 0.000 0.000 INING - Does Not Meet ACI 13.4.7.1 For Negative Moment Reduction With A Drop Panel. Ito / <- SEE 2 12.000 2,500 1.250 1.250 PRE/'°y 0.000 0,000 WARNING - Does Not Meet ACI 13.4.7.1 For Negative Moment Reduction With A Drop Panel. c Acc 1 3 12,000 2.500 1.250 1.250 0.000 0.000 WARNING - Does Not Meet ACI 13.4.7.1 For Negative Moment Reduction With A Drop Panel. 4 12.000 2.500 1.250 1.250 0.000 0.000 WARNING - Does Not Meet AC1 13.4.7.1 For Negative Moment Reduction With A Drop Panel. 5 12.000 2.500 1.250 1.250 0.000 0.000 WARNING - Does Not Meet AC1 13.4.7.1 For Negative Moment Reduction With A Drop Panel. 6 12.000 2.500 1.250 1.250 0.000 0.000 WARNING - Does Not Meet ACI 13.4.7.1 For Negative Moment Reduction With A Drop Panel. 7 12.000 2.500 1.250 1.250 0.000 0.000 WARNING - Does Not Meet AC1 13.4.7.1 For Negative Moment Reduction With A Drop Panel. 8 12.000 2.500 1.250 1.250 0.000 0.000 WARNING - Does Not Meet AC1 13.4.7.1 For Negative Moment Reduction With A Drop Panel. LEFT .HT CANTILEVER INPUT DATA = UNIFORM LOADS = _= LINE LOADS == PARTIAL LOADS LENGTH WIDTH DEAD LIVE DEAD LIVE DEAD LIVE BEGIN END Ft Ft K /Ft "2 K /Ft "2 K /Ft K /Ft K /Ft K /Ft Ft Ft 1.000 13.750 0.000 -0.250 0.000 0.000 0.000 0.000 0.000 0.000 1.000 13.750 0.000 -0.250 0.000 0.000 0.000 0.000 0.000 0.000 PROGRAM : Flat Slab SINEERS NORTHV1EST ..,8 : SHAMROCK CENTER BLDG. A SRUCT. SLAB (2) RUN : 88124 PAGE NO, 3 TIME : Mon Dec 12 15 :10:32 1988 SPAN MOMENTS COLUMN 75% ADJACENT SPANS 75% ODD SPANS 75% EVEN SPANS 100% LL ALL SPANS NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT Ft-K Ft -): Ft -K Ft -K Ft -K Ft -K Ft -K Ft -Y, 1 -3.509 -6.721 -1.318 -4.741 -3.509 -5.850 -4.240 -7.414 2 - 68.782 - 67.852 - 62.797 - 61.374 - 61.770 - 61.356 - 70.170 -69.159 3 - 50.115 -50.390 - 43.102 - 43.895 - 43.756 - 43.563 - 49.407 - 49.737 4 -55.162 - 55.047 -49.167 - 48.556 -48.641 - 49.009 -55.437 - 55.303 5 - 55.047 - 55.162 - 48.556 - 49.167 -49.009 -48.641 - 55.303 -55.437 6 - 50.390 - 50.115 - 43.895 - 43.102 - 43.563 - 43.756 - 49.737 - 49.407 7 - 67.852 - 68.782 - 61.374 - 62.797 -61.356 - 61.770 -69.159 - 70.170 8 -6.721 -3.509 -4.741 -1.318 -5.850 -3.509 -7.414 -4.240 COLUMN MOMENTS COLUMN 75X ADJACENT SPANS 75X ODD SPANS 75X EVEN SPANS IOOX LL ALL SPANS NUMBER BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP Ft -K Ft -K Ft -K Ft -K Ft -K Ft -K Ft -K Ft -K 1 -3.212 0.000 -3.423 0.000 -2.341 0.000 -3.174 0.000 2 0.930 0,000 1.423 0.000 0.414 0.000 1.011 0.000 3 -0.275 0.000 -0.793 0.000 0.193 0.000 -0.330 0.000 4 0.115 0.000 0.611 0.000 -0.368 0.000 0.134 0.000 5 -0.115 0.000 -0.611 0.000 0.368 0.000 -0.134 0.000 6 0.275 0.000 0.793 0.000 -0.193 0.000 0.330 0.000 7 -0.930 0.000 -1.423 0.000 -0.414 0.000 -1.011 0.000 8 3.212 0.000 3.423 0.000 2.341 0.000 3.174 0.000 SHEARS COLUMN 75X ADJACENT SPANS 75X ODD SPANS 75X EVEN SPANS 100X LL ALL SPANS NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT K K K K K K K K 1 -6.861 13.256 -2.478 13.507 -6.861 11.919 -8.322 13.787 2 - 21.014 18.244 - 20.764 16.556 - 18.909 18.235 -21.631 18.943 3 - 16.027 16.837 - 14.272 16.806 -16.035 15.097 -16.475 17.353 4 - 17.433 17.135 - 17.465 15.414 - 15.731 11.135 - 18.065 17.709 5 - 17.135 17.433 - 15.414 17.465 - 17.135 15.731 - 17.709 18.065 6 - 16.837 16.027 - 16.806 14.272 - 15.097 16.035 -17.353 16.475 7 - 18.244 21.014 - 16.556 20.764 - 18.235 18.909 - 18.943 21.631 8 - 13.256 6.861 - 13.507 2.478 - 11.919 6.861 - 13.787 8.322 PROGRAM : Flat Slab iINEERS NORTHWEST .uB : SHAMROCK CENTER BLDG. A SRUCT. SLAB (2) RUN : 88124 PAGE NO. 4 TIME : Mon Dec 12 15:10 :39 1988 SHEAR STRESSES COLUMN PUNCHING ECCENTRIC TOTAL ALLOWABLE VERTICAL UNBALANCED FLEXURAL GOVERNING NUMBER STRESS STRESS STRESS STRESS REACTION MOMENT MOMENT PATTERN K /In ^2 K /In ^2 K /In ^2 K /In "2 K Ft -K Ft-K 1 0.014 0.001 0,014 0.186 19.064 3.174 1.904 4 2 0.020 0.000 0.020 0.186 38,624 1.011 0.687 4 3 0.017 0.000 0.017 0.186 31.877 0.330 0.225 4 4 0.010 0.000 0.018 0,186 33.824 0.134 0.091 4 5 0.018 0.000 0.018 0.186 33.824 0.134 0.091 4 6 0.017 0.000 0.017 0.186 31,877 0.330 0.225 4 7 0.020 0.000 0.020 0.186 38.624 1,011 0.687 4 8 0,014 0.001 0.014 0.186 19.064 3.174 1.904 4 t Total Shear Stress Exceeds Allowable Stress TOP REINFORCEMENT COLUMN STRIP == CONCENTRATE == MIDDLE STRIP ]LUMN DESIGN STEEL STRIP STEEL STRIP DESIGN STEEL STRIP GOVERNING NUMBER MOMENT AREA WIDTH AREA WIDTH MOMENT AREA WIDTH PATTERN Ft -K In "2 Ft In ^2 Ft Ft -K In ^2 Ft 1 -2.182 1.1881 6.875 -0.727 1,1881 6.875 4 2 - 44.754 1.553 6.875 - 14.918 1.1881 6.875 4 3 - 31.603 1.1881 6.875 - 10.534 1.1881 6.815 1 4 - 34.872 1.201 6.875 - 11.624 1.1881 6.875 1 5 -34.872 1.201 6.875 - 11.624 1.1881 6,875 1 6 -31.603 1.1888 6.875 - 10.534 1.1881 6.875 1 7 - 44.754 1.553 6.875 - 14.918 1.1881 6.875 4 8 -2.182 1.1888 6.875 -0,727 1.1881 6.875 4 i Minimum Steel 11 Overreinforced BOTTOM REINFORCEMENT COLUMN STRIP MIDDLE STRIP SPAN DESIGN STEEL STRIP DESIGN STEEL STRIP GOVERNING NUMBER MOMENT AREA WIDTH MOMENT AREA WIDTH PATTERN Ft -K In ^2 Ft Ft -K In ^2 Ft 1 24.309 1.1881 6.875 16.206 1.1881 6.875 2 L , 2 12.032 1.1881 6.875 8.021 1.1881 6.875 3 3 15.554 1.1881 6.875 10.369 1.1881 6.875 2 4 14.058 1.1081 6.875 9.372 1.1881 6.875 3 5 15.554 1.1888 6.875 10.369 1.188! 6.875 2 6 12.032 1.1881 6.875 8.021 1.1881 6.875 3 7 24.309 1.1881 6.875 16.206 1.1881 6.875 2 PROGRAM : Flat Slab 1INEERS NORTHWEST .,u8.: SHAMROCK, CENTER BLDG. A SRUCT. SLAB (2) RUN : 88124 /'OTF oT r .i q c. r, 13 AR 44J'o✓r/''"_ NO 7 PAGE NO. TIME : on Dec 12 15:10:48 1988 STEEL TOP BOTTOM STEEL SURFACE VOLUME STEEL STEEL WEIGHT AREA TOTAL MATERIAL QUANTITIES WITH SLAB REINFORCED IN ONE DIRECTION CONCRETE Lb Lb Lb /Ft "2 Ft "2 Ft ^3 562.798 836.977 0.893 1567.500 1095.000 ENGIfvEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 7/44. JOB No. _JP)/2 4 JOB NAME S/ -lA/✓I lZ_UGIG CEN T -/Z DATE /3 -DEC-W sN v/ SUBJECT 7ti/c ' //-, �`i /JO �J P �F i SHEET / OFJP/FT G 0A1,1 D ER A7/ OA/J c. /0 rfI2F'PcTG 0 6/'(,//OfEL cs =/0 /0 /0 2r tS "%'ST = /0' W= A= 2.o' = 4 > 3,0 us�� Gr = 3. 0 S'u0' i-c gt $7 = 3(25)= 75fsf .5, 4 - O %'A,/ i F'c r`b (� Jes-71 4 Cs = /U it Q 4 ► /.Co W /b" SUow Loll /- G(er)z 40 f-rF Wo.esr cease 72uiS LoADJAIG 4V G Z 0 BY D/z1 �. 4 Ju/lf 0 SNaw DRIFT ..k 8 �! / S 71,5 'j We Coo ( T t_ _ 0:0+ is,t4) L 30o ✓ L f- < 3 1 4i/4,J eAA eo,j1 ✓. 4r f) F L4. . 4 (4.5. /5p ) _ 240 EZ F .564.Ccr De a Toy' QJS 246 zSr-`: ,v = � A.= Zo '1_a/(4) 1J 24e L6 -� 2* 6.7 r &L C4)Io 2 400 /if S 2 Tot' u.JS PC F H //4) L£1)6e-a -5;4- "6-e s-)_ 0/2r b . zr(a c. / - A Ole 9 P / z470 7 3z "f 37/1.c. p� Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624-4488 December 23, -1988 -311A Duane Griffin City of Tukwila .6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -11 (Shamrock Center Bldg A) Dear Mr. Griffin, We have received additional information, with revisions, and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings, calculations and a soils report for your use. Sincerely,• Bridget ,Smith cc: Pacific Design Association 4039 21st AvenueWest, Suite 102 Seattle, WA. 98199 • Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 December 6, 1988 3111I Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -11 (Shamrock Center Bldg A) Dear Mr. Griffin, DEG 7 1888 We have received additional information, including and not limited to a revision from slab on grade to a structural slab, and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following in itemized letter form and resubmit 2 copies of revised drawings and one copy of revised calculations as required. Structural 1. Provide soils information supporting assumptions made for design. Refer to our letter of October 14, 1988 for information required in the soils report. 2. Provide, on the drawings, pile lateral capacity and live load used for slab design. 3. A slab dead load of 63psf appears to be used in the calculations. This is inadequate for an 8" slab. Correct calculations and make revisions as necessary. 4. On the reinforcing diagrams, clarify what the 3' -5" dimensions are designating. Also, call out spacing of additional reinforcing. 5. A roof beam on Grid 5 has been mismarked; Refer to the calculations. 6. Has truck loading been considered in the slab design? Provide information in calculations and on drawings, or provide an explanation for loads used. 7. The snowdrift calculations provided uses a 2.5' parapet which does not cover the critical condition. Provide area and magnitude of snow drift for the truss manufacturer's design. Refer to spandrel over entry. December 6, 1988. Duane Griffin Re: 88 -T -11 Page Two • Several section cuts on the foundation plan use details from Sheet 7. .Eliminate references that do not apply and revise•those.that do apply. to show the structural slab. If Section C -7 is used, show adequacy of slab for loads.. ,from tie beam. • Locate•construction joints in structural slab. They.should not fall where moment or shear. are maximum.. • Bridget Smith cc: Pacific Design Association 4039 21st Avenue West, Suite 102 Seattle, WA 98199 Mahan&DeSaivo • i. C Madan& tieSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 October 14, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -11 (Shamrock Center) Dear Mr. Griffin, (OCT 17 1988 We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comment in an itemized letter and resubmit 2 copies of revised drawings and one copy of revised calculations as required. Structural 1. If slab - on-grade is to be a structural slab, include floor live loads in General Notes, Sheet S -12. 2. The soils report, page 6, recommends floor slab should be supported by piles. Provide a structural slab or have soils engineer review his recommendations. 3. Soils report calls for 20 -ton piles. 30 -ton piles have been used. For piles with capacity greater than 20 tons, soils engineer shall provide design information including embedment length for contractor's information. 4. Include the following in the foundation Notes, Sheet S -12: a. The installation of all piles shall be observed and evaluated by a qualified geotechnical engineer experienced in such installations. b. Prior to construction, contractor's pile installation procedures shall be reviewed by the geotechnical engineer. c. Contractor shall refer to soils report for pile embedment length, additional requirements and soils information. 5. The soils report indicates the potential for soils to liquefy and /or consolidate due to moderate seismic events. Have the soils engineer address this concern in his recommendations of vertical and lateral soil capacity. 6. Section J -7, Sheet S -12: Specify maximum height of retaining wall. Soils engineer to provide allowable soil bearing at retaining walls. t October 14, 1988 City of Tukwila Re: 88 -T -11 Page Two 7. Section C-7, Sheet S -7: a. Submit calculations to show ability of the concrete floor slab to resist the upward component of loads in the brace. Specify upward component. b. Show that the slab, brace, grade beam, and pile can tolerate settlement of floor slab. 8. Show location of foundation perimeter drains as called for in soils report, page 10. Is the intent to direct foundation drainage to the catch basin detailed on Sheet C -2? 9. Incorporate the roof deck nailing schedules for Buildings A and C in the drawings. 10. Section F -8, and Section E -8, Sheet S -8: Simpson LTT19 tie should be shown attached directly to the face of the blocking or wood truss. 11. Building A and C, Roof Framing Plan, Sheet S -2: to assist truss designer, indicate areas and magnitude of increased snow load due to drifting. 12. Metal. Gusset Wood Truss Notes, Sheet S -12: Include requirement to submit truss design drawings and calculations to the City for review. Please call if you have any questions. Sincerely, /.3iC-oe Y Bridget Smith cc: Pacific Design Association 4039 21st Avenue West, Suite 102. Seattle, Washington 98199 1 ORDINANCE COMPLIANCE - PLAN CHECK NO PROJECT: 61-IPINIocii< al•ITER. "Zi-1;66 4 C !-E.t4 Ci 4It4 2.86 -841(o . OCCUPANCY GROUPS-2- WARENOOSE4OFFIGE_ L1SE. f-f&RNIIkr PiPPLAcaviot4 c.oz jji St4r LL Ov.11-tA Sheet I of Date: ci-Z-S6 * 35-2S -e/ 2. TYPE OF CONSTRUCTION V-N) -DIPRIk-kKGE(2)C---c) (PROPOSED) 3. LOCATION ON PROPERTY2- BLDG.HT./#OF STORIES ONE •TOIZ9 ) °PK' --1431-E 51) FLOOR AREA-JRT4 1:4* 00/82:2* ------G-6700a 0 �'6. OCCuPANT LOA D 5 DETAILED REQUIREMENTS OCCUPANCY 1,:r 141. VAct Lill es g4C) 141 TGAcC- FILLOV2-10 C40, 08. TYPE IF CONSTRUCTION 0.K, -Fog- 1-4-W.. LOMA. v._.‘ ePoLDG A:* cot4c, o. K oi2- 2.4e. 9. EXITING Z_EgaiS 010. CODE REG& 2/11. ENGINEERING REGS.& REQMTS:17) W,P4-4116k 4:e944.4f.VO "coke- 51120c-TueArt-- a2. COMPLIANCE W/ W.S.E.C.T.0600 fA6M4610t4_,41E-Afre--D 324C6 ?eie, 10; LvTre..t. 1.3(31‘41)„'' q513. COMPLIANCE W/ CHAPTER 51-10 W.A.C. nurku644 c AcimecoA, - A4c. SS- ZS(o .611,-.T 20 F, WI= 2' -o'' M = *5 -o" 5o = S0,411 6(4) Nu) = 19%o 114' eDia 41' .6(.0r: opt : Uktil 1 -44z. < 2O o t�l•t�'-. L 5 ') ozottte, A< 10' 14 U) . walk Nis u.)a.i Wait Waki likA) Wed P�Vd� "ti' Czry I€ "01 0)4ot 14 GAJA ,4:41,-u.Keecc,) Nib tai rude �o pazaipet 1.'1709 b. wunti 4Q p = 10 01 , - clro .Q4&* 2oo'. ... .o,K,,........._ OAK, ORDINANCE COMPLIANCE - PLAN CHECK PROJECT: 11. a''j. . CiuA,,. 286; - 841 (0 The following corrections and /or clarifications are required to complete the plan review. Sheetof 3 Date: q -21 -88 * 8P, -28(.0 I. ' 'i11i) ')'17 Wad cute Age.1014o.ife 1- f. re. .• i1 GM 41,tue, L& .a - z/4' 14 d. 4ibc&firclia frtht dJ (L anatte;vi 014 44) 31 .0tinfrikik JtiYot ikit)Atruit. 1 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO: Bridgette Smith, Mahan & Desolvo FROM: Becky Davis, Permit Coordinator tr DATE: September 15, 1988 SUBJECT: Shamrock Center Buildings A & C Please do a structural review only on both of these buildings. Thanks! PRELIMINARY OUTLINE SPECIFICATIONS SHAMROCK. CENTER September .8, 1988 C PROJECT FOR: MR. ED O'SULLIVAN PACIFIC CENTERS, INC. 1200 WESTLAKE NORTH SUITE 505 SEATTLE, WA 98109 PREPARED BY: PACIFIC DESIGN ASSOCIATES, 4039 21ST AVENUE 'WEST' SUITE 102 SEATTLE, WA 98199 PROJECT #: 8- 847 -01 -03 PROJECT SUMMARY CODE REFERENCE: LOCATION: SEISMIC ZONE: OCCUPANCY: CONSTRUCTION TYPE: SITE AREA: (GROSS) BUILDING AREAS: (GROSS) COVERAGE: (GROSS & FOOTPRINT) PARKING SHOWN: LAND USE ZONE: INC. 1985 Uniform Building Cocic. Tukwila, Washington III B-2 V -N (Sprinklered) 198,700•SF (Approx.) 54,000 SF (Total.). Bldg,. A : 20,000 SF Bldg. H: 22,000 SF Bldg... C: 12,000 SF 27.2 % 82 M-1 OUTLINE SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS The following list of major item* and proposed assemblies are intended as a guide and as such are subject to minor changes or substitutions when deemed necessary by the Owner. TestinJc: Laboratory services, field compaction, and density test paid for by Owner. Temporary Facilities: Utilites: electricity, lighting, heat and ventilation, telephone, water, sanitary facilities, first aid facilities, and temporary field office to be provided by General Contractor. GENERAL PRODUCT INFORMATION A. Statement of Complianc: The structure shown on the Drawings and described in the Outline Specifications is in accordance with the program outlined by Mr. Ed O'Sullivan. B. Proiect Description: The proposed project consists.of three one -story structures for single tenant use. Location as indicated on Drawings. The buildings are composed of painted concrete tilt up panels, with tinted insulating glass; concrete slab on grade and truss .joist and glue -lam beams for the roof framing system. C. Scrape of,.- Work;,. 1. Off -Site Work: There will be no off -site work required by the General Contractor except access connections, utility drainage connections, and landscape of undevel- oped street right -of -way. 2. On -Site Work: a. Completed under other contracts: 1) site clearing, excavating, filling and grading,. protection of trees to be retained; b. The General Contractor shall provide all on -site work as shown on the Drawings, including but not limited to: 1) all required site drainage to storm system; 2) all site utilities to public systems; 3) landscaping and irrigation; 4) paving, curbs, and gutters at sidewalks; 5) site lighting system. page 3 3. Building: Building construct.ior, wi.:11 consist of the entire building envelope, inclusive of HVAC, plumbing, electrical power and lighting, Owner furnished equip- ment, materials and telephone system all to be install- ed by the Contractor as outlined in Tenant require- ments, shown on the Preliminary Design Development Drawings, including but not limited to the following: a. Wood /steel structural systems; b. 4-ply built -up roofing membrane, Batt insulation in roof framing (R -30) and Batts in walls (R -11); c. Exterior tilt -up concrete wall panels over metal stud framing; d. Color anodized aluminum window and entrance frames with 1" insulated tinted glazing; e. Interior partitions consisting of 3 1/2" metal studs and S /8" regular or Type X, or W/R gypsum wallboard, taped; f. Suspended non - combustible acoustical ceiling system, with some areas suspended 5 /8" type W/R drywall; g. Suspended soffits of exterior grade gypsum wallboard, taped and coated; h. Interior finishings, door and hardware per preliminary floor plans; i. HVAC systems (Design Build); j. Plumbing (Design Build), complete root drainage to storm system; k. Fire sprinkler system (Design Build) ; 1. Electrical systems including but not limited to, building power lighting controls (Designs Build) . DIVISION 2 - SITE WORK A. Soils Investigation Report and recommendations to be supplied by Owner. Legal description and certified land survey shall be as provides] by Owner. All excavating, filling, grading, paving work and soil bearing capacities shall be coordinated to,findinys and recommendations,of soils investigation report. Drainage structures and lirs,es shall conform to City Standards. B. Landscape and Irrigation: Landscape and irrigation materials and installation shall be as follows: 1. Per plans and schedules. 2. Irrigation materials may be selected by the contractor and submitted for approval by the Landscape Architect. 3. Trees, shrubs, other plants of size, genus, species .and in variety shown and scheduled shall comply with the requirements of ANSI Z60.1 "American Standard for Nursery Stock." page.e 4 4. Planting materials list to be submitted for approval by the Landscape Architect. 5. Soil Amendments: a. Lime: 85% minimum carbonates with 30% minimum magnesium carbonates with a minimum of 90% through 10 -mesh sieve; minimum 50% through 100 -mesh sieve. b. Bonemeal: 4% Nitrogen, 20% Phosphoric Acid. c. Gypsum: (Calcium Sulfate) d. Commercial Fertilizer: 10 -10 -10 e. Plant Tablets: Agriform, 20 -10 -5 E. Compost and Mulch 6. Miscellaneous 'Landscape Materials a. Wood Heaters: stake per drawing b. Steel Edging: 1/8" thick x 4" deep c. Tree Grates: 4' square cast iron d. Wrapping: 4" wide minimum e. Stakes and Guys: Per drawings use rubber or plastic hose to protect trees. DIVISION 3 - CONCRETE A. Concrete: 2,500 psi standard weight concrete for all slabs on grade, unless otherwise specified higher by Structural Engineer. 3,000 psi for all concrete tilt -up and other concrete unless specified higher by Structural Engineer. B. Reinforcing,_S.t eel ASTM A -615, Grade 40 deformed new billet steel, unless otherwise specified higher by Structural Engineer. DIVISION 4 - MASONRY (NOT USED) DIVISION 5 - METALS A. Light Metal Framinal, Shall conform to Gypsum .Association GA- 203 -71. This includes studs, track, bracing, handers carriers, furring channels, anchors, fastenings, and other items necessary to provide complete installation in the locations indicated. (See also Division 9). Wood studs may be used at contractor's option. B. Structural Steel_Studs: Shall be gauged as shown on Structural Drawings. Studs of 14 ga. or. 16 ga. shall be formed from steel conforming to ASTM A570, except minimum yield point shall. be 50,000 psi, unless otherwise specified by Structural Engineer. C. Structural Steel.: All work shall be in accordance with "AISC Specification for. the Design, Fabrication and Erection of Structural Steel for Buildings," 11/78 and AISC Code of Standard Practice. D. Str. uctural Steil (l c�an�s �irsci Miecel l er,t;c,u :: 8114. , .) ASTM A36 •(fy = 36,000 psi) E. Tube._Ste il_C:olumns,: ASTM A500, Grade B (fy - 46,000 psi) F. Hi h Strength,_Molt:;,: ASTM A325 G. Welding,: All welding shall comply with AWS Standards D1.1 "Structural Welding Code" and lllsC Standard 27 -6. All welds by certified welders. H. Steel Roof Access Ladder: Provide reinforced ssteel ladder and accessories complete and in place. All fabrication shall be in accordance with industry standards and shall conform to applicable codes and OSHA requirements for design and installation. Ladder shall be mounted on floor and braced to wall, plumb and true. Installation shall be be complete with all related parts included, and securely anchored. Spacing shall be in strict accordance with local code and OSHA requirements. DIVISION 6 - WOOD A. Roof System: Giu -lam beams with wood truss and 3/4" plywood roof deck. Sizes and spacings to be selected by Structural Engineer, and as indicated on Preliminary Structural Drawings. B. Walls /Furrincy: Contractor may use wood studs and furring members. Conform to sizes shown on Drawings CARPENTRY C. Rough Carpentry: Shall comply with the "Uniform Building Code," Volume 1, Chapter 25, "Wood." Sizing, nailing, and bolting shall be as shown on Drawings and per Structural Engineer's calculations. D. Architectural Woodwork:, Comply with pertinent requirements of Architectural. Wood institute (AWI) "Quality Standard". for such items as trim, shelving, casework, stairs, millwork, handrails and plastic laminate work. E. Cabinets,: Fabricate all cabinets and countertops to the dimension and arrangements shown on the Drawings and comply with the "Manual of Millwork" of the Architectural Woodwork Institute (AWI) for the grades specified. F. Plastic Laminate: Standard grade, satin finish, meeting requirements of NEMA Standard LD -1 by Wilson, Formica, Textolite or other approved manufacturer. Apply laminate with fully waterproof adhesive and seal all edges of panels against moisture. Color and pattern as selected by Architect. page 6 DIVISION 7 - THERMAL & MOISTURE PROTECTION A. Damn-Proofing: Building floor slabs shall be protected by a vapor barrier as required by recommendations of Soils Engineer. Comply with NRCA water - proofing standards. B. Wall Insulation: Exterior stud framed furred walls at concrete panels shall be provided with Matt type insulation having an R -].1 value. A polyethylene vapor barrier shall be provided on the inside surface of the metal studs up to structural slabs or roof deck, if a foil -back drywall is not used. C. Roof Insulation: Roof, deck and insulation shall be foil faced fiberglass Batt R -30 for insulation only. D. Sound Insulation: Restrooms, stairs, equipment room and • corridor walls shall be insulated with sound attenuat. :ion batts. Include insulation in ceilings of restrooms and ' equipment. rooms. E. Minerai_Surfacce Ronf.ing,: 1. General Systems: Roofing shall include manufacturer's approved base and wall flashircgs. Flashings and • counterflashing systems shall be installed in accordance with manufacturer's insured roofing guaran- tee. A]1 systems shall be installed by experienced roofers, approved with manufacturer's specifications and recommendations. All roofing membrane materials shall he obtained from a single manufacturer for a single source of responsibility. Roofing membrane and counterflashing systems shall be installed by a single contractor for singular responsibility for a water- tight system. 2. Standards: NRCA Roofing and Waterproofing Manual Specifications and Recommendations and other recognized industry :standards • f :or good roofing practices for the system (s) specified which shall be applicable to work of this Section with the same force and effect and though included herein. Ir► the event of conflicts, the manufacturer's specifications, detailc, detail and recommend- ations shall govern. 3. Built -Up Roofing System: 4 -ply built. -up roof: membrane shall be Corcglas (Consolidated Fiber Glass Products, Co.) ND -24 -CAP, 20 year specification, or approval equal, over nailable deck for (!L, Class A for slopes of 0" to 1 /2 " /ft.. Cap sheets shall be white color unless otherwise selected by Owner. The entire roofing system. and installation shall qualify for the manufacturer's 10 year premium roofing guarantee (Systems IV). page 7 F. Flashing and Sheet Metal: Shall be galvanized iron; minimum gauges as recommended by "Sheet Metal and Air Conditioning Contractors Association ". Roof vents and roof hatches shall all be code - approved and installed as per manufacturer's specification. The roofing membrane and related metal counterflash.inq systems shall he installed by the same contractor for a single :source of responsibility for a complete watertight installation. G. Roof Hatch: Provide B :ilco Type 8 -50 aluminum hatch with integral insulated curbs, or approved equal. Size: 2'6" x 3'0 ". H.. Sealants and Ceulkine),: 1. Expoxidized polyurethane polymer sealants, three -part complying with FS TT- S- 00227E, Class A, Type II, and ASTM C920, Type M, Grade NS, Class 25, for gerseral use as exposed building construction sealant.. Type shall be Dymeric by Tremco, or equal. 2. Oleo- Resins caulking compound compyin7 with FS TT -C- 598, non- staining, non-bleeding and paintable. 3 Gasket materials to be cellular elastomer performed closed cell, ASTM D1056. 4. Other types of sealants and caulkings as described elsewhere in the Specifications, shown on the Drawings, or as required and recommended in manufacturer's standard specifications as applicable. 5. Colors to match adjacent materials to the maximum extent possible. DIVISION 8 - DOORS AND WINDOWS A. Door Frames: Interior hollow metal frames; 18 qa.; and trim, K -D with mitered joints. Provide 20 rein. label in 1- hour partitions (corridors); mortise and reinforce for hardware. Exterior hollow metal frames; 16 qa.; and trim, K -D with mitered joints, flush watertight closure at top. B. Hollow Metal Doors: Flush, 16 qa., smooth edges; 18 qa. panel skins; mortise and reinforce for hardware. C. Interior Wood Doors: 1 -3/4" x 7'0" Oak veneer flush solid core; provide '2.0 minute label where required. D. Exterior_Side_Entrancea: Where indicated on Preliminary . Drawings, provide US Aluminum 250 narrow stile doors;' clear anodized, weatherstrip, or approved equal. Provide 1" insulating tempered glass to comply with Cocle. page 8 E. Glass Main Entrance: US Aluminum 250 narrow stile doors with tempered glass door and matching sidelights; conceal overhead closer. F. Window Wall System: Window framing to be 2" x 4 -1/2" Series 4S1 -S center glaze system for 1" insulating glass by US Aluminum Corp., or equal. Provide test reports substan- tiating manufacturer's data for air and water infiltration, thermal and structural performances. Latest: (MC requirements shall govern windlaacl based on the location of the building. Contractor shall provide a written 5 year guarantee for manufacturing or installation failures of the system. G. Glass Systems: 1. Vision Panels:. Provide 1" insulating PPG Blue~- •geen tinted glass, heal: strengthened as required. Provide tempered where required by Code. H. Miscellaneous Shapes: Provide aluminum break metal shapes at window sills where indicated on Preliminary Drawings, in minimum 0.625 gauge or sufficient gauge for supports and spans as recommended and substantiated by the Contractor, and approved by the Architect. Anodized finish shall match aluminum window framing system. I. Hardware: Furnish all hardware to complete•the work. Provide all trim attachments and fastenings required for a proper and complete installation. Comply with the requirements of Underwriter's Laboratories, Inc., for all fire rated openings. The following products referenced establish minimum standards of utility and quality. Styles and Finishes: Generally, lockset and' latchsetss shall be "Orbit" design, and lever handle hardware shall be #61 design, as manufactured by Schlage or equal. All hardware finishes, unless otherwise selected shall be U526, polished chrome. J. Overhead Doors: Provide galvanized steel panel commercial industrial doors, Series, #424, 1 -5/16" expanded polystyrene insulation and 24 gauge steel back cover as manufactured by Overhead Door Company, or equal. Quantity and sizes as indicated on Drawings. Utilize vertical (high lift) doors at bridge crane. page 9 C_. DIVISION 9 - FINISHES A.. ,Light Gauge Metal Studs: Provide metal studs for interior partition systems of widths, gauges and spacing recommended .by industry standards and manufacturer's specifications for conditions shown on the Drawings or otherwise required. Perform work in accordance: with GA203 and ASTM C754. 13. gypsum Board Systems: 1. General: Conform to all ANSI, ASTM, GA, FS and manufacturer's specifications for use and installation of gypsum board products as indicated on the Drawings or otherwise required. Wallboard shall be by U;• (lypsum Co., National Gypsum Co., Domt.ar or other approved manufacturer. Application procedures and workmanship shall be in accordance with GA-236 and ASTM C840. Provide metal trim normally recommended by gypsum wallboard manufacturer and install per manufacturer's specifications. 2. Exterior Ceiling Overhangs: Shall be 1/2" or 5 /8" exterior gypsum ceiling board. Install in accordance with manufacturer's instructions. 3. Interior Walls: 5/8" gypsum wallboard over steel studs at 16" or. 24" spacings where shown on Drawings. At exterior metal stud walls, use foil back gypsum wallboard or regular gypsum wallboard with polyethylene vapor barrier over studs. Use water resistant gypsum wallboard in toilet rooms. 4. Fire -Rated Walls: 1 -hour: 5 /8's Type 'X' gypsum wallboard both sides of steel studs at 16" or 24" spacings. 5. Toilet Ceiling: Shall be 1/2" water resistant gypsum wallboard applied dirctly to joists or suspension system. C. Office Ceilings: shall be suspended type: 2'0" x 4'0 ", 5/8" fissured white acoustical ceiling units with :Low gloss grid system, with recessed 2'0" x 4'0" fluorescent light fixtures. Provide seismic bracing in accordance with Ui3C Standard 47 -18 requirements for all areas over 144 :square feet. D. Ti].e Work: All tile shall conform to rqui.rements or TCA 137.1 -1976, and shall be standard grade quality, manufac- tured by the extrusion process and ground to size after firing. Installation procedures to comply with ANSI Standard Specifications as applicable. page 10 E. Floor Tile: Provide unglazed ceramic tile 2 "x 2" x 1/4" with matching coved base:. Over concrete floors provide a dry -set mortar using a thin -set method, without mortar bed, TCA Method F113-86, conforming to ANSI A1i8.1, and in- stalled ,in accordance with ANSI A108.5. Over wood floors provide a solid blocking subfl.00r for an epoxy mortar thin- set installation, TCA Method F143 -86, conforming to ANSI A118.3, and installed in accordance with ANSI A108.6 for epoxy mortar /grout and ANSI A108.9 for modified epoxy emulsion mortar. Provide "Mercer" rubber reducers where different levels of flooring occur. Colors to be selected by Architec :t. Tiled floors at restroom areas. Provide coved ceramic (glazed) 4" base. F. Tile Walls: provide glazed special series 2 "x 2" x ,1./9" ceramic tile. Over stud and drywall partitions, use organic adhesive, TCA Method W262 -80, and conforming to ANSI A106.4; occurs full height shower room areas~ and approximately 6'0" wainscot height: at restroom walls unless otherwise indicated on Drawings. G. Resilient F].00rin: Provide vinyl composition tile, 1/8" gauge; occurs in utility rooms and elsewhere as indicated on Drawings. H. Rubber Base: Provide rubber base as manufactured by Roppe in 2 -1/2" heights and at locations as indicated on Drawings, and comply with FS SS -W -40, Type I. Provide cove base for all resilient tile or exposed concrete flooring, and straight base for carpeted areas where indicated on Drawings. Colors to be selected by the Architect from manufacturer's standard color range. Adhesives shall be waterproof as recommended by the manufaetur.er. T. Carpet: Allow $14.00 per square yard for purchase and complete installation of carpet at office areas and $18.00 in building lobby areas as indicated on Drawings. Carpet to be selected by Architect. Provide "!Mercer" rubber reducers where carpet meets flooring of higher or lower prof:i.les . Co :Lc►r.• to be selected by the Architect from manufacturer's standard color range. Provide Owner with all over-runs and remnants one square yard and larger in size. Direct glue -dowry installat :ion per manufacturer's recommendation. 3 . Paint.ina: All surfaces requiring paint :.shall conform to recommendation of the Painting and Decorating Contractors of America. U;see only quality paints and primers and number of coatings specifically recommended for the type of sur- face to be painted. Interior surfaces to receive a latex eggshell finish. Exterior concrete surfaces to receive an acrylic latex paint. page 11. Staining: All exposed wood shall be treated with Kelly- . • Moore stain or sealer. 2 coats stain: 1 coat pre-stain and .1 coat applied after installation. Doors: Oak veneer, stain and seal with "Daly 's" Hen Matte finish. K. Fire Retardant Coating) All wood areas above the suspended ceilings used as a return air plenum system shall receive a fire retardant coating based on specifications, require- ments and recommendation of "Exolit" Fire Retardant Coat- ings of American Vamag Company, Inc., Ridgefield, New jersey. Retardant coating system shall be NFPA Class A (UBC Class 1) with flame spread rating not to exceed 25, and smoke developed rating not to exceed 50 when applied over Douglas Fir wood species and in accordance with ASTM E- 84 test standard (UL 723 and ULC-S-102) meeting the require- • ments of UMC Chapter 10 for ducts and plenums. DIVISION 10 - SPECIALTIES A. Toilet Fixtures: Water closets, urinals, lavatories and mop basins shall be wh:it.e as manufactured by American Standard or approved equal, per Code. Electrical water coolers to be Halsey-Taylor or approved equal, per Code, with Stainless steel finish. Shower receptors to be precast molded stone by Fiat, or equal. B. Toilet Accessories: Soap dispenser, toilet tissue dispensers, dispensers and disposers, shelves, etc., shall .• be as manufactured by Bobrick, or approved equal. Access- ' ories shall be of a recessed type with a stainless steel finish. C. Toilet Partitions: Metal with plastic laminate finish. Floor mounted as manufaCtured by "Sanymetal," or approved equal. Urinal screens will be wall mounted. D. Handicapped Equipment: Provide stainless steel grab bars where required for wheelchair toilet compartments. Provide, blocking or reinforcements as necessary. E. Mirrors: 1/4" polished plate glass in sizes shown on Drawings, with non-visible mounting "snap frame, " polished stainless. F. Slanage: a. Provide an allowance to locate one sign on new building. b. Trovide.address numbers as required. • page 12 DIVISION 11 - EQUIPMENT A. Dock Bumpers: Provide 9 "D x 10 "W x 16"L laminated rubber bumpers as manufactured by Durable Mat Company or equal. Install at. each :side of door opening. DIVISION 12 - FURNISHINGS A: Horizontal Louver Blinds:: Window blinds in vision glass areas shall be horizontal slat equal. to 1.,eve.l.or "Riviera" 1" wide slats with tilt: control and cord lift -top lock control. Color to be selected by Architect. 13. Entrance Mats: Provide: recessed carpet "Pedimat" Model No. PN 375RM with standard aluminum finish as manufactured by Construction Specialties, Inc., or equal. Carpet inserts as selected by Architect. Provide mats at main entrance. Sizes shall be approximately 4'0" deep by width of doors or door and sidelights. DIVISION 13 & 14 NOT USED DIVISION 15 - MECHANICAL (BID DESIGN) A. Plumbinq_.Design_Criteria: All plumbing and gas piping systems shall be designed to latest applicable UPC requirements. The plans and specifications for this work shall be prepared under the supervision of a professional engineer. The plumbing system shall include domestic. water, waste and vents, and sanitary sewers to extend to 5' outside the building walls. f3. Roof Drains: Roof drains shall be PVC with integral drain housing and• flex connections, sized and located as shown en the Drawings, and shall meet UPC requirements. Materials • shall comply. to County requirements. Drains shall be installed for proper drainage from the building and connected to storm sewers on site. C. Floor Drains: Provide floor drains with strainers in all toilet rooms, showers, and janitor areas with self7priming tape. D. Hose B:i.bbs : Provide non - freeze type hose bibbs at exterior walls of the building, four (4) locations minimum. E. Fire Protect_ic7g_ (pe:lign Build): Fire sprinkler system to be designed, fabricated, installed and tested for all areas of the building. Comply with all pertinent requirements of the National Board of Fire Underwriters, Factory Mutual, in accordance with NFPA No. 13, and Fire Mar.sshal having juris- diction. PAGE 13 HVAC SYSTEMS (BID DESIGN) A. Sstem: Initial proposed HVAC, system snail be based on a variable air volume system with self-contained (packaged) roof top units, designed under the supervision of a professional engineer.. All work shall conform to the applicable uniform mechanical and local codes including state energy standards and in accordance with ASHRAE requirements. B. Office Area 1. Complete temperature control for all office areas. 2. The cooling fan will supply conditioned air to the office areas through medium velocity air distribution system to perimeter and interior variable volume. • terminal boxes located in the ceiling plenum. 3. The heating fan will supply warm air to the perimeter zone variable volume terminal boxes. 4. Low velocity ducts will distribute air from each terminal box to ceiling diffusers as required to satisfy partition layout and zoning requirements. 5. Air will return to the central equipment through ceiling grilles into a return air plenum. C. Toilet Rooms and Showers: Provide separate supply air and • exhaust to all toilet and shower rooms. DIVISION 16 - ELECTRICAL (per Tenant Improvements) A. All work shall be done in strict accordance with the current National Electrical Code and energy codes, any local codes which may apply and utility company regul- ations. Provide all materials, tools, equipment, apparatus, transportation, labor and supervision to complete and place in operation the electrical work indicated and specified herinafter. Electrical to be designed by professional engineer. 13. The work shall include: 1. Parking Area Lighting: Shall be "Kim Lighting" Phase high pressure sodium, or approved equal, with photo cell controller and astronomic time clock. Finish to be anodized aluminum. Heights to be determined per final design. page 14' 2. Office Lighting Fixtures: 2 x 4, 3 tube energy efficient ballast and fluorescents, with optional double switching capacity. 70 f.c:. 101 3'0" above floor, task lighting level. Lighting•at Main Entry Lobby and Overhang: Incandescent down lights. Lighting at Service Yards: High pressure sodium, wall. mounted. All electrial work required for connecting of equipment. Lighting in Warehouse Areas: 1-x 8 utilizing 2 -tube: industrial fluorescent fixtures, SO f.c. Lighting at Assembly Areas: 1 x 8 utilizing 2 -tube_ industrial fluorescent fixtures, 70 f.c. @ 344" above floor. Electrical Services: Primary service shall be run underground to a transformer vault located above ground • adjacent to the building with separate underground secondary services to main panel. Stub service conduit into building and provide spare conduits for future use. Telephone: Service will be rigid conduit only, run .. underground from terminal cabinet in building to utility line. Wiring and instruments by Tenant. Fire Alarm System: Provide fi.re.alarm.system as to comply with local requirements'. PACh=1C DESIGN ASSOCIATES' 4039 21st Avenue West, Suite 102 Seattle, Washington 98199 (206) 284 -0479 - FAX (206) 286 -8416 September , 1988 Duane Griffin, Building Official Tukwila Building Department 6200..Southcenter Blvd. Tukwila, WA 98188 Shamrock Center Energy Code Conformance PDA Job # 8- 847 -01 -03 -000 Dear .Duane: .We are submitting Shamrock Center, Buildings A &:C, for building permit to construct the building shells or envelopes. The buildings shall be classified as "Unheated" per the definition Of. the Washington State Energy Code,- recieving heat Only to 49 .`degrees Fahrenheit until the buildings are improved for specific tenants..'.`At such time, the building will be brought up to the full conformance of the Energy Code. Please note that we have •already specified 12-,30 insulation at the roof, R -11: insulation` n; the. frame•_ walls, as Well as insulating glass at all windows. ere ar =E y questions, please contact me at 286 -8416. n K. Chin, A.I.A. ector of Architecture :.YKC /vmp : Ed O'Sullivan RECE'.V pia cmr o� tu EP 12 1988 PACIFIC DESIGN OCIATES 4039 21st AVENUE WE 3UITE 102 SEATTLE, WASHINGTO '•98199 TO City of Tukwila /Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 LET 179 OF TRANSMITTAL DAB 9 -9 -88 '10�NO' 8 -847 A ""wane Griffin Fe Shamrock Center 2 9 -9 -8 Sets of Working Drawings; Civil, Landscape, Architectural, WE ARE SENDING YOU ® Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ® Plans ❑ Copy of letter ❑ Change order ❑ ❑ Samples ❑ Specifications COPES DATE DESCIWDON 2 9 -9 -8 Sets of Working Drawings; Civil, Landscape, Architectural, & Structural, Preliminary Specifications, Structural Calculati Drainage Calculations, Soil Reports, Permit Application; Building A & C lea. Energy Code Conformance Letter Plan Check Fee (check #250) THESE ARE TRANSMITTED as checked below: El Approved as submitted ❑ Approved u noted ❑ Returned for corrections ® For approval ❑ For your uee ❑ As requested ❑ For review and comment REMARKS: ❑ Resubmit._copies for approval ❑ Submit____copies for distribution ❑ Return corrected prints The above are for Building Permit Application Submittal. Please contact me if there are any questions. CITY OF 1UKWILA COPY TO: Ed O'Sullivan SIGNED: SEP 121988 BUIIIIINgi If snclosunss ant tun as noted, kindly not*.h, us at once. IC�go /9-08 re paiict (AIL, . la .5 + pJ.,uva_b . 1:590. + pOaked -u p 18.5 + _99•i 18.5+ 41116.5 ;-■ calla 9570+ apta i`cMbi 1 034 • + 5 t7 2x 6 ✓V►•G 6 1 • 61 • 4,116.5+ 2,64 A 1,472•+ 1,590'+ C. 999. + 6,061•* 44 957.+ 1s034•+ G 650 • + .2, 641.: }. 19 • 18.5 + 8 18.5+ c 18 *5- 'a:.5 * • 41061.1.. 2,6410+ � 4 5 1• City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO: R% .' . 7(1.en4.Y , eti4 , -rte FROM: u� � 1 f.2( i:A) DATE: 9-(.9- SUBJECT: ilabia,6' /Fee /?,UG» 4g ra at, kii:4C /I ULAw CL 1 oC6V & /9n ad a.G[ rL . v A./ wee 2 2 )friAst ,w o x 16,0p = ,43 8, 0o l bivattn. rick P '? 1,Lr7a,oa a.� 1UU 957 CO rk Joy 45 .2,i-1z-19.50 vsmckAbierii& II I, 5 Rio )W a 1, O3y, 00 i,f,ia e1AGeed/ 450 flit ,1 2, !i N a , 50 (10 /T2.MEMO) TO: FROM: DATE: SUBJECT: Cit4 of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM di'," G[1 / a, 000 /1 qo = 8 oq oa, 804 609, 4A 't gaq. o0 /an,Cuct, 05°,00 cho,f( _ /3,5(1 Joe- di 1 16 07. 50 (10 /T2.MEMO) Ll1T 1d IURAILII r •., t 6200 Southcenter 8ouievard IbUIL''INU rtl1MI 1 HrrLIVR ' !UPI y t on 8188 Control # 7f gn Ak ` (266)-433-1849 14 6)50 . Site Address J %� a� Suite# Floor# South 134th SfirPPi- � 4th Ayr:. Project Name /Tenant Shamrock Center Building C Valuation of Construction $202,800 Assessors Account# 261660 -0035/ 0040/0045 Property Owner Ed O'Sullivan Phone (206) 283 -3030 Address 1200 Westlake Avenue N. Suite 505 Seattle, WA Zip 98109 Applicant Ed O' Sullivan Phone (206) 283 -8386 Address 1200 Westlake Avenue North Suite 505 Seattle, WA ZiP 98199 Architect /Engineer Pacific Design Associates Phone (206) 286 -8416 Address 4039 21st Avenue West Suite 102 Seattle, WAZip 98199 Contractor 0' Sullivan Construction License# Phone( 206 )283 -8386 Address 1401 West NickersonAvenue Seattle, WA Zip 98199 Class of Work: nil New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Construction of Building "C" with associated site improvement. Type of Const. (UBC) 5N Occ. Group (UBC) B-2 Square footage of entire building 13,000 Square footage of tenant space 13.000 Building Use office space /warehouse Will there be a change of use? ❑ Yes x No If yes, describe change of use, including square footages of changed areas Will there be storage or area of construction? use of flammable, combustible or hazardous materials on the premise or EJ Yes ❑ No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS CORRECT AND THAT I HAVE THE PROPERTY OWNER'St,A THO Applicant /Authorized Agent (signature) V �W A PLICATION AND KNOW THE SAME TO BE TRUE AND I TION TO DO THIS WORK. . Date 1-1 'OS -v u (print name) Y, keo K. ' Contact Person (please print) Y. Ken Chin Phone (206) 286 -8416 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ qQc /,00 Receipt# Date Paid Plan Check Fee (000/345.830) r 0,,0ey Receipt# 67vg5f Date Paid Q-1,2-87 Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) /500 Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction::oply TOTAL /ori75() (OWES: $ /0450 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot ae of Entirg Buildin ; FLOOR USE /Occ Type SQ.FT. OCC LOAD USE /Occ Type SQ.FT. OCC LOAD. USE /Occ Type SO.FTr OCC ic1An TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING 1 . e' 1 e' It COMM N,1 a BLDG Ar 9_1(....88 'pprove, or ssuance SINN ype o onst. To Mahan: -)5'- ' ' Date Approved: FIRE t' �'�21 S8 Approved (Initials) .-.",-1- 7 7 - Per letter dated -.- Fire Protection: Sprin ers 0 Detectors PLNG 246 Approved (Initials) v--..., D BAR ❑ LAND•USE /SEPA CONDITIONS Zoning Setbacks: S E --- W t{- 1. N -- .-- Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD f Approved (Initials) Per letter /plans dated ,2e ed cth'c., K, y ,otiCa- 6,'0x. v-- y042_44 9-1a -88' (.4.tipl;,cQ Q— Af5 -es.. 4, - f . • • 4-- --„\ 4p 111 AO r 'r- N'NAZzA=.:--4:4 `f, , , . • , LJ 1.< W I L._ P NAt desk. ""*•** —1 NI SYMBOLS BUILDING SECTION ------ SECTION IDENTIFICATION - --LOCATED ON SHEET... SUITE A 1220 SF WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET... DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET... INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET... • ROOM NAME ROOM NUMBER -ROOM MATERIAL CODES Ist. No. F LOOR 1 BASE 2nd. No. WALLS WAINSCOT 3rd.No. CEILING CEILING HEIGHT GRID MARKERS LETTERS IN ONE DIRECTION NUME3ERS IN THE OTHER DOOR SYMBOL. DOOR IDENTIFICATION WALL SYMBO_ WALL IDENTIFICATION WINDOW SYM&OL '155i.,4DOW ADE NT IFICA110I4 MATCH LINE SHADED periar i THE SIDE COt,61DERED .I.17•1t .0101■•••••••.+P.n, CODE INFORMATION JURISDICTION: BUILDING CODE: ZONING: SEISMIC ZONE: OCCUPANCY: CONSTRUCTION TYPE: SITE AREA: BUILDING AREA: BUILDING 'A': BUILDING 'B': (UNDER SEPARATE PERMIT) BUILDING "C”: TOTAL COVERAGE (GROSS) PARKING PROVIDED: PARKING RATIO: CITY OF TUKWILA 1985 U.B.C. M-1 3 B-2 V-N, SPRINKLERED 198,700 SF / - 19,91 SF 24,100 SF 13,657 SF 57,668 SF 29% 93 STANDARD 18 TRACTOR/TRAILER HANDICAPPED PARKING: 4 NORTH ARROW ELEVATION MARKER GRADE ELEVATION TOP OF WALL TOP OF CURB TOP OF RIVEMENT CENTER LINE PROPERTY LINE GENTFER LINE OF sTstur NEW C ONTDUR EXISTING CONTOUR REASON CLOUD IDENTIFYING as, ABBREVIATIONS ACOUS. ACC;R ANOD . APPROX. ARCH . ASPi . A .0 C. BLDG . MK • BUI G BM. Bar. . !3RD. B.U.R. CAB. CH. C.J. CLG. C, CHU C.C. COL. CONC. CONN. CONSTR. CONPR . C .T T. CTR . CPS!: , DBL DEPT. DE.T . D. F. DIA . D. F. L. DN DS. DISP E. EA. E. J. EL. ELEV. ENCL. Angle At Centerline Diameter or Perpindicular Pound. or Number Acoustical A] tinu A:Icreate Ancdized Approximate Architectural Asphalt Asphaltic Buildina Block Blocking Beam Bottom Board Built Up Cabinet Catch Basin Cement Channel Control Joint '121.111■1100111. 11111101111■1• GENERAL NOTES AiRCHITECTURAL ABBREV. IATIONS EQUIP. EXST. Round EXPO. EXT. F.D. F. E. F. 11. FIN. FLASH . FLUOR. FOUND. Concrete F. P. PPG FURR. GA. GALV. G.I. GL. Roof GR. GrjB GYP. . B. H.C. H. D Clear HEX Concrete Masonry Unit HDWD. Clean Out Colunn Concrete Connection Construct ion Continuous Contractor Ceramic Tile Center Countersunk Double. Lt:partment Detail Douglas Fir areter Douglas Fir /Larch DUrension I.)own Door Downspout Dra%•ring .:).ispensc-r East Each Expansion Joint Elevation Electrical Elevator Enclosure I IDWR. E. F. H.M. HORIZ HR. INST. INSUL INT. 3T. Kb. LAM. LB. LOC LIN. LL MAT . MAX. MFR. PH. MIN. MISC. N N.I.C. NO. Number N.T.S. Not: to Scale 010 Out to Out Electrical Panelhoard Equal Equipment Existing Exposed Exterior Floor Drain Foundation n Pit e Ext. .i ncrui sher Fire Hydrant Finish Flashing Fluorescent Foundation Frost Proof Footing Furring Guage Galvanized GalVanized Iran Glass Ground Grade Gypsum Wall Board Gypsum Hose Bibb Hollow Core Hold Down Handicap Hardwood Hardware. Hemlock/ Fir Hallow Metal Horizontal Hour Height Installation :nsulation Interior Joint Kiln Dried Laminated PoUnd Location FT. Lineal Ft. Live Load Material Maximum Manufacturer Manhole Mininitrn Miscellaneous Mounted Metal North Not In Contact Ti://3 6E OF PPPROUED 17R4whvg6 REFaICE5 05Er *DATED mi.* 243 4. MY OF MOW APPROVED t tit , igtota) BUILD NG DIVISION 0.C. O.D. P.C. PL. FLYWD. P.P. P.O.I.C. R. R REC. REF. REINF. REVD 14,1. S. S.C. SCPED. SHT. SETH. SIM. SPEC. SQ• STA. STD. STL. SWR. STRUCT. SUSP S &v SYM. T. T.C. TEL. T 6, G. . P. T .W W. TYP. U.B.C. UNF. U.O.N. VERT. V.C.T. W. W/ . C. WD. WDW. W.H. W/0 W.GL. WP WR. WSCT. WT. X FRI1R YD. On Cc-,:n e r Outside DitxicLer Pull Chain Plate Plywood Power Pole Provided t)y Owner/ Installed by Contractor Radius or Riser Roof Drain ReconnEnded Reference Feinforeed Required Room South Solid Core Schedule Sheet Sheathing Similar Specification Square Station Standard Steel Storage Structural Suscended Stain and Varnish Service. Symnetrical Tread Top of Curb Telephone Tongue and Groove Thick Top of PavonEnt Top of Wall Typical Uniform Building CoJe Unt- inished Unless Otherwise. Noted Vert ical Vinyl. Ccmposition Tile West With Water Closet Wood Window Water Heater Without Wire Glass Waterproof Water Resistant Wainscot Weight Transforrer Yard ._ _FILE COPY !I understand that the Plan Cheek approvals are subject to errors and omissions and approval of plans does not authorize the vidaffon of any adopted code or erdinz.nce. Receipt . 5, frontractor's 2(r'' copy of approv d plan3 acE 'Med ,06. • f -7" ," 4,*6 .V.1 `%"; • , .;" ' • • ' % 1-.7 .• • 1111111111111111111111111111111111111111111111111111111111111111111111111 1111111111•11111111 11111111111 11111111111111 111111111111111111111111111 11111111111 11111 I 111111111111111 0 MTIP-.1m. I OE he fie z,,e 9( Ge fie ez ze Oe? el LI, 91 91 IA 6 11,11111111IndlinkldH111,11104411,111WIIHHhildIM10111111HdlinhdH411611601WhOHIIIIHOHHIIIIIIHH64111Hhill,64111111H01111AAJIMIA,1111Hjiji)L01!JJ1J11,d91,1,thit,1111J,IIIIIIPIP40; . , - - rt!'4 L 110tiCe, it is cue to the quality cr the cripinel eocument. 1 NOT: 'If the micrefilmed eocument is less clear then this r- „,, 6 7 . „ 9 1111111111 1C) I, P4 ti 2 3 4 e , GENERAL NOTES A -I. ALL CONSTRUCTION SHALL CONFORM TO THE 1985 EDITION OF THE UNIFORM BUILDING CODE. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 3. PROVIDE HORIZONTAL FIREBLOCKING IN ALL. FRAME WALLS AT 10..0' O.C. AND WHERE FRAME WALLS PENETRATE CEILINGS. FIRE'' OCK IN ACCORDANCE WITH U.B.C. SEC. 2516 (F). 4. ENCLOSED ATTIC SPACES, SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 3000 SF (SPRINKLERED AREA NOT TO EXCEED 9000 SF) WITH THE GREATEST DIMENSION NOT TO EXCEED 60 FEET (100 FEET IF SPRINKLERED). ENCLOSED SPACE BETWEEN FLOORS AND CEILING SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 1000 SF. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO ROOF OR FLOOR. 5. PROVIDE BUILDING ADDRESS LE I 1ERS OVER EACH ENTRY DOOR. LETTERS TO BE WHITE DECAL APPLICATION 1 :PE MADE OF VINYL. LETTERS TO BE A MINIMUM OF 6" IN HEIGHT. CONFIRM ADDRESSES WITH ARCHI rEcT PRIOR TO APPLICATION. 6. PROVIDE A FLOOR OR LANDING NOT GREATER THAN 1/2' BELOW THRESHOLD ON EACH SIDE OF ALL REQUIRED EXITS. 7. PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH BUILDING AS DIRECTED BY FIRE MARSHALL. UNPF.-324 • M/iF? 8. PROVIDE EXIT SIGNS (NON-ILLUMINATED UNLESS OTHERWISE EXIT DOORS IN REAR OF EACH BUILDING. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OR CHANGES TO THESE DRAWINGS. 10. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. • 1. GENERAL CONTRACTOR RESPONSIBLE FOR PERMITS EXCEPT AS OUTLINED IN DIVISION ONE OF THE PROJECT MANUAL, 12. BUILDING ADDRESS SHALL BE POSTED ON EXTERIOR FACE OF BUILDING IN LEI tERS AND NUMERALS 6' OR LARGER. ADDRESS SIGN SHALL BE INDIVIDUAL SYMBOLS IN EITHER WOOD OR STYROFOAM WITH HIGH DENSITY OVERLAY ON FACE. PROJECT CONTACT siltIlim.1101111.040113011. ■••■••■•■■■■•■.•■••■■• LEGAL DESCRIPTION , t4 s&m7-6L64 Parc "Ar of City of P,oiVaVgm ilittENceiDatOs Ang.N. under itora File No. 8009030472, Records of King Cou Washingto PARCEL 2 Lot 1 of City of . kwila Short Plat No. 81-3 under Auditors File o. 8204280545, Record Washington. PARCEL 3 SS as recorded Of King County, • THESE PLANS AND SPECFCATIONS ARE COPY- RIGHT MATERIAL AND ARE THE SOLE PROPERTY OF APASSOCCICIAriE N TEr SEATTLE, WA. ANY INFRINGEMENT OF COPY- RIGHT OR UNAUTHORIZED USE OF THESE PLANS RENDERS THE USER LAME TO PROSECUTION UNDER THE COPYRIGHT ULANWITESDC: HTTATEES. DRAWN CHECKED APPROVED DATE 0) 00 05 c) cc 1- 4c 01 1- w —J et co cc a. Lot 2 of City of Tukwila Shor* under Auditors File No 8 2 04 2 EN; Washi ngtor.. PARCEL 4 at No. 81-39-SS as recorded Records of King County, - Parcel ni'" of City Tukwila Boundary Line No. 84-35-BLA as ecorded under Auditors File Records of Kin County, Washington. PARCEL 5 Lot of City of Tukwila Short Plat No. 87-4-SS as record ors File No. 8004270766 Records of King County, Washing ••••••■•••••••11711•C DRAWING INDEX CLIENT CIVIL ENGINEER ED O'SULLIVAN 1200 WESTLAKE AVENUE NORTH SUITE #505 SEATTLE, WASHINGTON 98109 (206) 283-3030 ARCHITECT - BUILDING "13' Y. KEN CHIN PACIFIC DESIGN ASSOCIATES 4039 21ST AVENUE WEST SUITE #102 SEATT'LE, WASHINGTON 98199 (206) 286-8416 STRUCTURAL ENGINEER ROBERT RAICHLE/DANIEL LAKE ENGINEERS NORTHWEST, INC. 63(39 WOODLAWN AVENUE N.E. SUITE 205 SEATTLE, WASHINGTON 98115 (206) 525-7-866—«7560 TOM BARGHAUSEN BAREIHAUSEN CONSULTING ENGINEERS, 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251-6222 ARCHITECT - BUILDINGS 'A" & "C` FRANK HEFFERNAN COMMERCIAL DESIGN ARCHITECTS, INC. 4230 •98TH STREET SW LYNNWOOD, WASHINGTON 98036 (206) 771-2300 1 1 MADE IN CARMAN' 12 INC, TI C3. C2 C3 LA3. I.A 2 LA3 LA4 Al A2 A3 A4 A 5 A t't A7 A8 A9 A10 A 11 Al 2 A13 A 1 4 A I S1 S2 53 t• S4 S6 S7 S 8 S9 S10 Si 1 S12 •910••••••■L•MPER Title Sheet Grading, Storm Drainage and Utility Plan Notes & Details Temporary Erosion/Sedimentation Control Plan Landscape Plan Landscape Notes, Plant Schedule & Details Irrigation Plan Irrigation Plan Schedule & Details Notes Site Plan Site Details Building A Floor Plan Building 13 Floor Plan (not included) Building C Floor Plan Building A Elevation Building B Elevation (not included) Building C Elevation Building Section Roof Plan Building A Roof Plan Building B (not included) Roof Plan Building C Storefront Details (not included) Panel & Roof Details Door Schedule 6,Details, Foundation Plan Building A Roof Framing Plan A Foundation Plan Building B (not. included) Roof Framing Plan Building B (not included) Foundation Plan Building C Roof Framing Plan Building C Structural Details Foundations Structural Details Roof Concrete Panels Building A Conrete Panels Building B (not included) Concrete Panels Building C Structural Notes & Panel Conn. Details RAN REVIEW FOR COMPLIANCEWITEI THE FOLLOWING ORDINANCES ONLY 2&L.2!. SUBJECT 10 INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. !DATE iNt•tg•ti BY DATE OUT MAHAN & DeSALVO, INC. [NAVE APR 1 8 1989 MAHAN DESALVO,INC P 115165 5 8 ,=fl .T e4 1T 128 S s1 T" 128. sr 7 5 "Q (n 13 "7 .y1 ST s 77771111 e�- ..t W E V1 ' ! t 44 1I�t• *. � 5 SIX 1. ml r-a. j •f w L 5. _L..- _ - - �! r- , 4-j ..41136TH =�1 - ST "( 6" ADS DOWNSPOUT TIGHTL!NE © 2.0% (MIN.) (TYP.) EXIST. 3 LF CONC. PIPE @ 2.0% W/ PLUGGED END LE. = 3.63 UNPLUG EXIST. STUB & CONNECT W/ 35 LF 6" CONC. PIPE @ 2.0% (MIN.) _EX. ca. RIM a 14.37 i.E. a 10.82 (15' FR SE) I.E. a 10.77 124' TO NW) T /T- 5135'" ST S 136Th 0 11T 6 o 144,957 J F N t1 ST 1!c�1z =! n44 „sT Q T 135Th, P4 MIOY •+ GM 11.1.1 HOS, 1 ST 4,dI14 sI 44 j 2 10 sx - 'a;1' w N 4 133111 ST ,11th 8 3 6 . 5 :41T1t I? s xl� 144TH Y1: ' _ 1,161;1:1 I sT f VICINITY MAP N.T.S. I.E. = 10.09 �! 104 LF 12" CMP @ 0.73% - ■' II II ___- EX18JxJ2' CMf'_ TO BE CUT @ P11_ 11 11 2' HT. ROCKERY AS REOUIRED DOCK HIGH RAMP DOWN CONC. RETAINING WALL it II N 49° 43'00" WI\ 194.47' LANDSCAPE AR A I.E. = X0.62_ + \6. CB #4 TYPE l '� LOCATE A-S-S OOWN RIM = M.23 TRASH I.E. 13.23 ENCLOSURE 36� LF 12" CMP @ 0.5% LOCATE DOWNSPOUTS PER ARCHITECTURAL ROOF PLANS\ 5 GRADING & STORM_DRAINAGE PLAN 18.50 TW 17.50 BW STATE HIGHWAY No. 559 17.40 N 45° 36' .4.5 11 Ir� B # T PE 1M =I7, L . = 15.0 22.00 TW 2 1 W .00 f 19.00 BW / 21.50 T 1 \ \� 377 t.. wrT*�- T T .r,. I • 43\-3,A 0,9 \, +� 4.00 ; BW LEGAL DESCRIPTION PARCEL 1: Parcel "A" of City of Tukwila Short Plat No. 80 -13 -SS as :,✓corded under Auditor's File No. 8009030472 records of King County, WA. PARCEL 2: Lot 1 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File No. 8204280545 records of King County, WA. PARCEL 3: Lot 2 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File. No. 820428545 records of King County, WA. PARCEL 4: Parcel "B" of City of Tukwila Boundary Line Adjustment No. 84- 35 -BLA as recorded under Auditor's File No. 8501240853 records of King County, WA. PARCEL 5: Lot 2 of City of Tukwila Short Plat No. 87 -4 -SS as recorded under Auditor's File No. 8804273766 records of King County, WA. SURVEY DATA BOUNDARY SURVEY INFORMATION OBTAINED FROM 1 JOHN R. EWING & ASSOCIATES TOPOGRAPHIC INFORMATION PROVIDED BY DEVELOPER DATUM= K.C.A.S. 1n BW ONSITE BENCHMARK= IRON PIPE @ SOUTH WEST PROPERTY CORNER EL. = 23.53 OFFSITE BENCHMARK= (DATUM - NGVD) KING COUNTY BM POWER POLE GD 9.17A EL. = 23.39 20.60 RIDGELINE 16.8 CONC. RETAINING WALL - DOCK HIGI-I RAMP DOWN 24.00 TW 23.00 BW CB #3 TYPE 1 RIM = 16.60 I.E. = 14.24 746 LF 12N MP @ 1.0% :, CB #10 T`YPE-IC +" WITH SOLID L1}QQ 4\ LOCATE AS SHOWN RIM = 18.25 1 I.E. = 12.26 (N & I S) I.E. = 15.22 (E) CB #1 TYPE I RIM = 19.85 I.E. = 16.51 CB' #5 TYPE 1 18.30 19.60 18.70 ENCLOSURE BLDG. 'B' F. F. PR 20.6 - CONC. RETAINING WALL C: # 2 TYPE 1 RIM = 18.40 I.E. = 15.40 P. CB #II TYPE I RIM = 19.17 18 LF 12° CMP r$ I.E. = 15.17 1.0% 6" ADS DOWNSPOUT TIGHTLINE 4' z 2.0% (MIN.) (TYP.) BtDG. 'A' F.F. = 19.0 I" DEDUCT IRRIGATION METER 37'7 33' 11 /2" WATER METER & SERVICE D.S. ! 1 DETECTOR C !B�iECK VALVE PER CITY SIDS. SEE \ DETAIL SHT.) \ 18.8 19.8 ✓ .. 18.9• 90 LE 7J X47 ARCH. PS .w_� • ' -- -- CB #7 TYPE I RIM = 18.5 +1+ I.E. = 14.66 0 LOCATE DOWNSPOUTS PER tit \ rri 0 lc 22. 0 L • CA E DOWNSPOUTS PEER TECTUR L ROOF P ANS S OWNSPUUT TIGHTLINE (MIN. Y - 22.50; 23.00 8W ARCHITECTURAL ROOF PLANS PROVIDE 5 LF 4" PVC ` g DRAINPIPE THROUGH cot p. LANDSCAPE ISLAND L��- 2.0% 2.0°x. 25 T Fx• 24" CMP - =- ----- EX. 8• SS EX, 10" C.I.P. WATER MAIN EX. 24' CMP r.M�_..•r- EX. 15' CP 18.2 RID N 49°43 00" W 37 LF ^� `R" D.7.. SS 15` D:DICATEQ;R.O.W. LINE (EXISTING) 134th �d x`40° REQ'D 15' R.O.W. DEDICATION LINE 8 L : I " CMP @ !.O% aEX.PP_ -• FAC :c` Y WELDED TEE-`--� ,P.- I.E. ::1:4.61 l\_ • 30' DRIVEWAY eriel0ere se arm UIG 7 ELEC. VAULT ►11�r1/11]1tr 10' E.I.P. EX. FH ';X,_ _SS MU_ - - IE. = 2.92 (8 NW & SE) I.E.= 3.57 (6' NEBSW) EX. 18" CMP I.E. 11.73 INS \L LL 1-1C) x8" TAPPING TEE (FLT 1-8" GATE VALVE (FLxMJ) j CB #6 TYPE I LOCATE AS SHOWN - RIM = 17.60 I.E. = 13.79 EX. CB 1M =13.73 LE. = 11.68 (15" FR. S.W.) I.E. = 11.68 (15" TO N.W.) ADJUST RIM TO NEW PAVEMENT GRADE = (ADJUST AS REQUIRED) RIVEWAY 1 ATER MAIN to 180 LF 10" D.1 EX. 24" CP r \LE. = 13.03 I.E. = 13,30 EX. FH u 1 EX. GUARD POSTS Ei -PROVIDE ASPHALT BERM • TO DIE, r STORM RUNOFF TO CATCH BASIN 30' DRIVEWAY CB #8,_TYPE 11- 72" W /SOLID LOCKING LID FLOW RESTRICT7OR /OIL POLLUTION CONTROL DEVICE LOCATE AS SHOWN RIM =18.73 I.E. = 11.79 .OVERFLOW = 16.23 226 LF 71" x 41" ARCH PIPE @ 0.5% REMOVE CAP FROM EXIST. 10" TEE & CONNECT W/ NEW 10a G.I. W/ PEO'D. FITTINGS APPROX. LOCATION OF EXIST. EDGE OF PAVMErNT. SAWCETT- EXIST. PAVEMENT 1.0' (MIN.) BEHIND EXIST. EDGE. MATCH NEW PAVEMENT W/ EXIST._ PAVEMENT. TAR SEAL ALL THE EDGES PER APWA STDS. .(TYP. @ 3 DRIVEWAY ENTRANCES) = 14.78' 32 LF 8" 0.1. 15' R.O.W. TO BE DEDE • TED TO CITY OF TUKWILA EXIST. 15 LF 6" CONC. @ 2.0% (PLUGGED) TO BE UNPLUGGED & CONNECTED WI NEW 30 LE 6' CONC. @2.0% (MIN.) EX. SS MI-I ,__. I.E. , 4.56 (8" N.W. 8 S.E:.) LE. = 4.97 (6" N.E.) CORE DRILL INTO EXIST. MANHOLE AS REQUIRED) G' VNI l 10'. R.O.W. TO BE DEDICATED TO CITY OF TUKWILA I" DEDUCT IRRIGATION METER (TYP. 2 PLCS.) 11/2" WATER METER & SERVICE (TYP. 2 PLCS.) INSTALL= 2 - DETECTOR CHECK VALVE PER CITY SIDS. (SEE DETAIL -, SHT. 2 OF 3) INSTALL= 3 - 8° 90' BEND (MJ) CONC. BLOCKING NEW 7 LF 8° D.I. INSTALL= 1 - 8" TEE (MJ) CONC. BLOCKING INSTALL' 1 - 8" x 6" TEE (FLxMJ) I - GATE VALVE (FLxMJ) 32 Li 6" D.I. EXTENSION 1 -• FIRE HYDRANT ASSEMBLY PER CITY OF TUKWILA SIDS. CONC. BLOCKING INSTALL= 1 - 10" r 8" TEE (MJxFL) I - 8" GATE VALVE (FLxMJ) I - 10" CAP • CONC. BLOCKING MATCH EX. S' SEC.. OR REPLACE PER CITY' PAVEMENT PATCH STD. WHICH EVER IS MORE STRINGENT CRITERIA 1.5 x 'D' (MAX. PAY WIDTH) 4 a cnw ac � (V N co 4 m co 0) CO coo CO CO 01 _APPROX. LOC. EX. EDGE OF PVMT. 1 EXISTING STREET SECTION BACKF)LI. 3/8" MINUS CRUSHED ROCK (SEE SPECS.; WHERE REQUIRED AND 1 OR AS DIRECTED BY CITY z INITIAL _BACKFILL AND BEDDING PEA GRAVEL (APWA SEC 61-2.02) WHERE REQUIRED AND 1 OR AS DIRECTED BY CITY PIPE 0.D.- 0.0 : +24' (MAX. PAY WIDTH) NOTE_ ALL BACKFILL SHALL BE COMPACTED TO 95% OPTIMUM DENSITY 1-13ENCH BACKFILL IN RIGHT-OF-WAY, NOTES: 1.f)4 26P -, FoI IT # r-54 6- N.T.S. 47. • • o 1) ALL DOWNSPOUTS & FOOTING DRAINS SHALL BE TIGHTL1NED TO STORM DRAINAGE SYSTEM. 2) ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. 3) OPEN cur ROAD FOR UTLITY TRENCHES SHALL BE PER DETAIL, THIS SHEET. CONTRACTOR SHALL RESTORE ANY DRIVEWAY CROSSING TO ITS ORIGINAL CONDITION OR BETTER. 4) SPRINKLER DESIGNER SHALL DETERMINE ACTUAL SIZE OF DOUBLE CHECK VALVE(S) AND NOTIFY ENGINEER IF SIZE AS SHOWN ON THIS PLAN NEEDS TO BE REVISED. 5) CONSTRUCT ROCKERY RETAINING WALL fo+tit, MAXIMUM OF 4.0' HIGH. WCZAL . telt4OEM PER' M EidP515 ss IV//// 20.50 LEND EXISTING STORM DRAINAGE PROPOSED ROCKERY PROPOSED CONTOURS EXISTING CONTOURS PROPOSED GRAVEL ASPHALT PAVING FLOW DIRECTION EXISTING SPOT ELEVATION EXISTING SANITARY SEWEP PROPOSED DETENTION PIPE EXISTING WATER PROPOSED SPOT ELEVATION %i err, ° <�, *� ° ;I %7' elPia 41) eitup Ca wnlm cb :64T6 CO co .2 rewaT al frie) DI, Ci to. e (74i w 1ml1, •�d a) N 161:1 0 0 is (206) 286-8416 ro tam 44 mews 1• 6!1 ev 0 CNI Is° RC 2 BIN C tO r CO 0) sr- VOA J PERMIT 111111111 .111i/11111III11II1I111I 111111111111111111111111 '11111'1'I'I' '''1'11111111111 111111111111111111111111111 !I1111111111111IIIII1111 0 16 Ills 11/(1. T 2 3 11 Mdf63 GERMANY 19 4 cJ Ey NOTT.: If the microfilmed document is less clear then this notice, it is cue to the Quality CT the cric'inel' document. 5z fie ez ze to GlZ (t 8I L 91 9l .7 Et zI ll 6 Q iii! 1!I111111!!!nil!II 11111! Ilil! 1111111f1111111 !11111111111111!11111I 1111111111111! 1111111IIIII11111111111L11I111111 I111IrI1111f1I1111 111111! III11j111I1111II111I11In11111=1 �S �......�� L.".'•,f 1111 !III 115185 STORM DRAINAGE - NOTES: 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. • 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR' c EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES t41JST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) ,CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURfNG THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA- TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND CRATE. 6. ALL REQUIRED STORMWATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH .SIDES OF THE PIPE iN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 "), MAXIMUM DEPTH EIGHT INCHES (8 "), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES (6 ") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14.2 OR ASTM C -76 -ii OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302G2. STEEL PIPE SHALL RECEIVE TREATMENT•1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINGLINE).• BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BEIOW PIPE TO SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 11/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 95% M °.IIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO AGENT SUITABLE FOR THAT PURPOSE. 11. IN ALL AREAS, OTHER THAN ROADS, OF SOD, ETC., THOSE AREAS SHALL PREVENTION OF ON -SITE EROSION. THE ASPHALT SURFACE WITH AS EPDXY BONDED PLACE 18 INCH, #/4 REBAR AT 8' -0" O.C. WHERE CONSTRUCTION REQUIRES THE REMOVAL BE HYDRO- SEEDED WITH RYE GRASS FOR THE 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10,00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALI. DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, SOLID- LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORM DRAINAGE SYSTEM. 18. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION- RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILI'T'Y TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE, SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. WATER NOTES: All water lines shall be constructed in accordance with the City of Tukwila Standard Specifications. Minimum cover for water mains shall he three feet. All water lines shall be cement- lined, ductile iron, Class 52. e6 n t4iY5 4 Ali fittings shall be cast iron or ductile, with flanged or mechanical joint connection, and be of the same thickness class as the pipe used. 5 All water line, service lines, and fire lines shall be tested in accordance with the City of Tukwila Standards. Fire hydrants shall be constructed per Standard Detail W -3. Wet tap to existing water main shat` be coordinated with City at least 48 hours prior to construction. All water meters and service lines shall be installed per City of Tukwila Standards and Specifications. 9. All pipe fittings and valves to be listed and labeled by U.L. for fire service; installed, tested and flushed as specified by NFPA Standards No. 13 and No. 24. Property completed contractor's material and test certificates are to be provided to 1Vashingtoi surveying and rating bureau and the City of Tukwila. SANITARY SEWER NOTES: • All sanitary sewer construction shall be in accordance with the Val Vue Sewer District's Standard Specifications and City of Tukwila. 2. All pipe used for construction of side sewer shall conform to PVC SDR -35 and the requirements of ASTM D -30 34 -73. 3. Minimum slope for 6" side sewer shall be 2.0 percent. 4. Minimum depth of cover for 6" side sewer shall he 18 ". 5. All connections shall be made with ring tite joints. 6. Contractor shall obtain required side sewer permit from the •' City of Tukwila prior to construction. 2' MIN. COMP. DEPTH CLASS 'B' ASPHALT CONC. PAVEMENT 4' MIN. COMP. DEPTH 5/8' MINUS CRUSHED ROCK GRAVEL BASE MAY BE REQUIRED BY SOILS ENGINEER DEPENDING ON SOILS CONDITIONS TYPICAL PAVING SECTION VARIABLE EXTRUDED CONCRETE CURB DETAIL N.T.S. 1_ .: L t41 IcaOgiNirr 4* u; 0 iC 4 03 co • 3' MIN. DOWNSPOUT BACKFILL WILL BE COMPACTED USING NATIVE SOIL OR SELECTED MATERIAL AS DIRECTED BY THE ENGINEER. • CONNECTION TO DRAIN TO BE MORTARED AND MADE FLUSH WITH INSIDE WALL JOINTS TO BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 4° PVC 14 2.0% OOTING DRAIN 6' PVC 18' CONC. (SEE YARD DRAIN DETAIL) 4' MIN. TYP. ALL. AROUND 6" MIN. OVER- FLOW LOCKING LID LADDER STEPS VARIES (SEE PLAN VIEW) TOP_OF_PAVEMENT t::// i. = CL OUT EA°' GATT: MAX. 4° CEMENT- CONCRETE 36 °0 MIN. STORM DRAIN LOCKING LID AIR VENT 2' DETENTION PIPE - VARIES MAX. (REFER TO PLAN SHEETS) 0.005 FT /FT DOWNSPOUT TiGHTLINE TO YARD DRAIN OR CATCH BASIN N.T.S. 1 FRAME & LADDER OR STEPS OFFSET, EE NOTE 4 FRAME & GRATE ELEVATION PER PLANS OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION EL. =16.23 RIM; 18.73 ROUND SOLID COVER MARKED - DRAIN WITS: LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER CHAIN -200= CAPACITY SLACK WHEN GATE IS DOWN FASTEN CHAIN TO FRAME 12 "0 C M P TYP. NOTES. 1. PIPE SIZES & SLOPES PER PLANS 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2 B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDED OR STEPS OFFSET SOS A. CLEANOUT GATE IS VISIBLE FROM TOP 8. C.IMBDOWN SPACE IS CLEAR OF RISER 6 CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. STRUCTURE SHALL BE A TYPE 11 CATCH BASIN MINIMUM MIN. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS PIPE SUPPORT CLEANOUT GATE' A. SHEAR GATE, IRON BODY BRONZE MTG. OLYMPIC FDY STD. OR, B. LIFT GATE, NO. CIC/I -LG, CASSCADE CULVERT INC., OR C. OTHFR (FVICE APPROVED BY ENGINEER 2' MIN. -2' MIN. NOTE: 36" w MiN. STORM DRAIN ALL STEEL PARTS MUST BE GALVANIZED R. ASPHALT COATED (TREATMENT *I OR BETTER). TYPICAL CLOSED DETENTION PIPE.. N.T.S. OUTLET ( 12 "CMP 0 PIPE CITY WATER HRUST BLOCKING INVERT EL.. 11.79 IleampoweVqo INVERT EL. = 11.79 GATE VAI_\. (MJxFL) cn:D SHACKLE RODS (COATED) TOV T r--- ~--- TO ` /ACNE OR NEXT PIPE i; BELL RESTRICTOR PLATE WIT; I ORIFICE AS SPECIFIED. NOT NEEDED IF ONLY FOR OH_ POLLUTION CONTROL ORIFICE= I112'0 10' DI NOTE+ @PIPE & FiT1ING SIZES SHALL VARY WITH INDIVIDUAL FLOW REQUIREMENTS & SHALL F3E DETERMINED BY THE FIRE DEPT. ADAPTOR (FLxMJ) C.B. #8 TYPE 72" NTS GATE VALVE (FLxMJ) OS & Y PIT LOCATION TO BE OUTSIDE OF UTILITY EASEMENT OR PRIVATE PROPERTY. 2' CLEARANCE SHALL BE PRO- VIDED FOR WORK ' SPACE AROUND ALL FITTINGS TO IN- SIDE OF VAULT. @COMPLETE VAULT SHALL HAVE A 48'x48' STEEL HATCH OR TWO 3'x3: STEEL HINGED DOORS (PIPE INC. E25, 76633, OR EQUAL) TOP OF PAVEMENT LADDER STEPS I2 °0 PIPE (TYP.) CATCH BASIN CD c‘l Cti O� 40 °I Cie) ( gct 040 GS> 0 � C`4 ' .( U) ca gr. CP a CID CO :'4 0 c1 T SUBMITTAL SET MARCH 1,198 9 2 LL w A'oC7AC,. UNDEM FE&' :tt: 6456 FLANGED DOUBLE ,CHECK VALVE D.S.H.S. APPROVED - AND STATE CROSS-CON- NECTION REGULATION 12' t7ff4. SECOND CHECK VALVE IS REQUIRED IF DETECTOR VAULT LIES WITHIN 1700' --- Ot= AN ALTERNATE WATER SOURCE (I.E. POND, RIVER, ETC.) ONE SHAL BE A PIV /> 7 t'/ CATE VALVE (FLxFL ) POST INDICATOR VALVE TEE (FLxFL) 6' PIPE UP W! AT LEAST TWO FD CONN. 3-4' ABO)IE GRADE PAIN ED SAFETY • FLANGED CHECK ECK VALVE 6' MIN., 3 -WAY, FIRE DEPT. `,- PUMPER CON- NECTION 27° ADAPTOR (FLxMJ) MIN. 314' SHACKLE RODS (COATED)- WATER TIGHT CEMENT GROUT I;•1. -577 LA PIT OR GREATER : PIPE INC. 4'- 8'x7x7 TO BUILDING 10' DI PLAN HTB PLAN VIEW 11111111 1111111 1G T/IS INt,.. SCALE I" = 2' CHECK ASSEMBLY AS REQUIRED BY CITY OF TUKWILA •. - ._... o yam. , ,. � :.. _ •' I ✓.�� _ , -• ..a Ar +.�;,.. �.. ..� � � ' 111111 .,I 111III1I111J111Il11I f 11 IIIl1(11i111IIIl11j1I 11111111111111111111 1111111 IIIIIIIIIIIIIIIIIIIII I111111IIIIIII1IIIIII 1111111!111111 llilllllllllllllllltllllll !11111 2_ NTS 4 ,_.__........ 5 .._._ .._� .... _.. 6 7 8 _ 9 ',ADEN GERMAN 1 12 f NOT':: If the microfilmed c'oc'Jnent is less clear than this y ~ notice, it is Cue to the ualit, of the oripin21 cocument. L4 1jc SZ tre £G 7Z ll �)G Ell 91 /.L 91 St hl £l ..., Zt LL OL 6 wQ I , 11 111 I l ( I' ( III I 1 1' I i{ ' I l I II I 11 I 111 I 11 11 I ! l I I ,1+ I I !I 1111!IilIIiII 1!I! !111 IIIIIIIIfIiI�! iiIi,IIl1 II , !III IiIi IlIIl,fllli1111!III� IIIIIII:IIIfi11111l;�11111. II1111111 1111111, II,f1 ,l, 1�I111111 1!Il,ll,i1111, Illi {II11!i1111II11lIII111111111 {111{{111111 "w+ III11111f11111111111 i1111111!11{{111ii11 " 5T 'ST iT ST 5 130T. >or" ,aaarow}¢ 4LnTNJj S .. "0.V MAX. WATER ///r- SURFACE EL.= TEMP. OUTLET CONTROL STRUCTURE • 1 s T i b s `' 141$T VICINITY MAP NOT TO SCALE / ?. ST 11 it TO BE 11 & ABANDONED i1 II li 1\ 11 0 .(.sz_ Ma x.i ii R.rr.i 8 S 144TH ST 1 :Y 4 11111111111111011171111MEMINIIIIIIIIIIIIIMWOMMINIIIII0•1111111111111\ 01001010010 TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN LEGEND MIENS •■•■■...* `.ID ...• —„r—. `zs c3-'D BAFFLE SILT FENCE EXIST. CONTOURS OVERI.AND SHEET FLOW TEMP, DITCH W /CHECK DAMS MIRAFI FILTER FENCE CONSTRUCTION ENTRANCE TEMPORARY OUTLET CONTROL STRUCTURE PER DETAIL-- TOP : 15.50 I.E. = 14.0 TEMPORARY SEDIMENTATION CONTROL POND TOP = 16.0 BOTTOM = 14.00 STATE HIGHWAY No. 559 N 45 °36'45" INSTALL TEMPORARY MIRAFI /ILTER FABRIC FENCE PER DETAIL. LEGAL DESCRIPTION: PARCEL 1: Parcel "A" of City of Tukwila Short Plat No. 80.13 -SS as recorded under Auditor's File No. 8009030472 records of King County, WA. PARCEL 2: Lot 1 of City of Tukwila under Auditor's File No. PARCEL 3: Lot 2 of City of Tukwila under Auditor's File No. Short Plat No. 81-39 -SS as recorded 8204280545 records of King County, WA. Short Plat No. 81 -39 -SS as recorded 820428545 records of King County, WA. PARCEL 4: Parcel "B" of City of Tukwila Boundary Line Adjustment No. 84- 35 -BLA as recorded under Auditor's Pile No. 8501240853 records of King County, WA. PARCEL 5: Lot 2 of City of Tukwila Short Plat No. 87 -4 -SS as re orded tinder Auditor's File No. 8804270766 records of King County WA. 377 16' \ CONSTRUCT INTERCEPTOR "V" DITCH W /ROCK CHECK DAM PER DETAIL Z 0 TEMP— Ongy g SON SEDIMENT,grION cot ITROL PLAN: 1. ALL LIMITS OF CLEA#INC AND AREAS OF VEGETATION PRESERVATION AS DESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL. SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROI, IN THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY B NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. S. ANY DISTURBED AREA WIIICH.HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSIONS CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL. BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING KAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE DEPARTMEN1. 6. ALL EROSION /SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTH EXCEEDING SIX INCHES MUST HAVE A FENCE. WITH A MINIMUM HEIGHT OF THREE FEET. I rn m m . U) 2� 0 CONSTRUCTION SEOUENCE: I. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 2. INSTALL TEMPORARY OUTLET CONTROL STRUCTURES AT END OF 12" CMP INLET. 3. CONSTRUCT TEMPORARY "V" DITCHES AS SHOWN; AND INSTALL FILTER FENCES AS REQUIRED. 4. PROCEED WITH GRADING AND UTILITY INSTALLATION ACTIVITIES. 5. HYDROSEED SLOPES AND OTHER EXPOSED AREAS OUTLINED IN "EROSION /SEDIMENTATION CONTROL NOTES." 6. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS. CLEAN AS REQUIRED. FILTER FABRIC STAPLES OR MATERIAL, MIRAFI \ WIRE RINGS 1TYP) 140, OR EOUAL '2x2xI4GAGE WELDED WIRE FABRIC OR EOUAL z 0 N tJ a Z Q L n. w z 0 (DX a w a w to >- w et c 0 seas w 1) n'ra 0 c .® liel0 0 Illm in 2 -15 � c �Oi' arm 0 1• to 614 to• cow c ,c o tic stts• ulna 0 n \ r II ti 0 4' N 49°43'00 W 1 /..--TOP OF BERM EL._ /1 SPILLWAY EL. 194.47 2) PROVIDE GRAVEL & WIRE MESH FILTER FOR EXIST. CB PER DETAIL 134th STREET SOUTH t 31 SWALE F DE/UNE 1 (V CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL, THIS SHT. ROCK CHECK DAM SWALE SLOPE 0-5% CHECK QAM SPACING 5 -10% > 10 % 150' 100' If GRAVEL , / DONE _..1 I.E. - • LF SEEPAGE COLLAR III = III= III�iii =(1I 0.5' MIN. L_KF_Y ROCK INTO SWALE 0.25 (MIN.) 50' 11 i1 11 u II U 11 II 1 I 1! 1 I I II –t� -- --- —__ �_ -14-- 11 1I 11 1I 11 11 U u 2' * 4' DOUGLAS FIR AT 4'0.C. ELEVATION -NEWLY GRADED OR DISTURBED SLOPE Ex 2 14 GAGE W.W.F. FILTER FABRIC -- MATERIAL 112' WASHED GRAVEL OR PEA GRAVEL PUBLIC RIGHT -OF -WAY .1T - f SWALE X- SECTION AT ROCK CHECK DAM 5Q' MIN. i0 8' r -- 11 co 1 CO CNI 0 • EC 'h, SUSMiTTAL EL u BURY BOTTOM OF FIL TER FABRIC MATERIAL ON 8' r TRENCH 2" x 4' DOUG - ' LAS FIR. OR `t EOUAI. T-.� 111 =j1�i 1 •':- -4 TYPICAL CROSS SECTION SILT FENCE D N.T.S. EXISTING DRIVEWAY( RAMP OR SITE ACCESS ROAD Zo 1 wpm *S4.G.S 1.0' PdIN. -� TEMPORARY OUTLET STRUCTURE DETAIL NOT TO SCALE TEMPORARY "V" DITCH N . T. 5 . _FLOW �� ° &,D j 1KEY ROCK iNro SWALE MIN. 0.25 r 5' SUMP BEHIND ROCK 0-ECK DAM SHALL, BE INSPECTED DAILY; AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS I/2 OF ITS DEPTH . /A\ A.,/, // EXIST. :TRH SUN • o8 vv O 6 40 O " 41 004 O 00 OcP }4 0 t\ttr(0' U NOTE : ROCK SHALL i3E 4" MINUS QUARRY ROCK. ROCK DAM X- SECTION ROCK CHECK DAM DETAILS N. T. S USE 2" TO 4" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. THE 50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL -IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAN TEMPORARY CONSTRUCTIO ENTRANCE rl.1.s. A 1 0 lyi 1 1 11 j 11111111111111 f lI .:. - •� y , : ( .:.,., , ii ►l 1l l l 1l 1l 1l II ►I jI 1I 1I 1I 1I 1I 1I 1I 1i 1l ►l 1l 1l 1 I I IIjI lI { Il f I�j i �I l I1i 11 I I 1(11�! 1I1I1I �I 1 1i1I�I1Ili �t � iljlllllll I I1l ILL I ICI I1 {l I1ir i11l111. ! I111 111 1( I i111 2 /0E., GFPMpHY 12 % 5 6 I NOT _: If the microfilmed documsnt is less clear than tnis , L notice, it is cu€ to the duality er the orlrina"I cccurnent. 52 4/E £Z ZZ lC UG bl el LA. 91 St hl £l Zl 11 ... ..., ,, I _...:. _ ;:. :�. ....._ ._.: Q� l L Iu 1 ch ; E I 1 1 ww U 11111111 1111111111111 111111111111111II I 11111,1Pl ll` 11111 1111 I 1111! 11i I IIIIIIIIIIIIIIIlIliI iilliii1ij ill! 111111; 1111IIin1llliil111111111111111111llll11t ilili; 11111111111;111111111111 MI l i ii1111iliinlli i 'hiI 111111,11 lliill,'I l 1 0E` be. EtC LL 9r, I I ►I11it1 111IlIlll ,ilf1111111�111;IhIll1!!II =ilk -vf t/ce, S00 ci . p•i/4'. Lynn William Horn & Associates Landscape Architecture • Site Planning 10828 Gravelly Lake Dr. S.W., Suite 103 P.O. Box 98967 • Tacoma, Washington 98498 -0967 • (206) 582 - 6984 x W SEISM RoG K wAL ° SO6 - PROPOSED GRAVEL SURFACED EQUIPMENT STORAGE f WAU,,> -'6g 01V01 AkJ*. #� THE ►'AMERICAN = SOCIETY OF LANDSCAPE ARCHITECTS :•• FOUNDED 4 :. 1899 LAtA)14-pie r 7 J t— z W 2 w L.LJ • U z lLi LU 0 z 0 z_ tY 0 • ate • • R•O' 5• R.O.W. _QEDI :LINE .W. LINE EXISTING 602 Lta - Landscape Planting Plan SCAI 1:: 1 " - -3O' o" L:ipf RTY LItJF_ ��11 \' `S;iR E7 FRLINE 134th STREET 6/07"iaki PI)A# 8-- n47-- 01-- 0.3 - -0OO 11111111111111 111111111p! I II I e'uSl e' > f7P,,411J L'ef if-' :cat. 1-064kirli,ie, rgio C rd .fi 'or7 °,' -TtP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I V I 1 1 1 1 1 1 1 1 i � l l l l /.� I I I I .I I I I ' I - I I I I I I I I I.1..11111 1 111 1111111111 1 I II.I:i 11111 III 111 1 111 I I I I I I I I I I 1 11111 I I I I I I I I I .i111111.1111111 - -11111111111- {.I .11111111: 2 3 F 5 h 7 8 �.- J.�..._...... _. — _ 9 1 : ^ / 11 M60FP"rrP ”A" 12 N3TE: If the microfilmed c'ocurnen1 is less clear thin this notice, it is c;ue to 'the cuality of the cririnel c'ccur,ent. Etc.' .., l SZ EZ •, ZL Sm ( ) t St ,..�. Lt .. �..�9i:.t '��Yti• 47 t 1 L 11111111i (ll1lll1l I ill 1111I 1111 ll l 111111 I I III 1I 11I 11111 111111111111111111 ►I 11111111111 1111 1111,. 11, 1111111111 111j 111i111hI 1 I I I I I I 1 1 1 1 or) LAWg4-T -'P • STATE OF WASHINGTON REGISTERED NDSC 'EAR SCT LYNN WILLIAM HORN CERTIFICATE NO. 419 --- ---'--- 1>•"r' l ifie c 1 L7 • L(-r ti.! ; i.aC,r •T 71) 1 •147P1,04 I'r9i 1,,i ✓rF'! \-22f.."!\ otJ1...`' I \---------______ 5 (20 - "`rrJcA& /1`I Aid- Loc cTicvNIG. CM OF TUKV1LA APPROVED :91.8 6. BUIL • Mt, i, ON THESE PLANS AND SPECIFICATIONS ARE COPY - RIaHT MATERIAL ANC) ARE THE SOLE PROPERTY OF PACIFIC DESIGN ASSOCIATES. SEATTLE. WA. ANY INFRINGEMENT OF COPY - RIGHT OR UNAUTHORIZED USE OF THESE PLANS RENDERS THE USER LIABLE TO PROSECUTION UNDER THE COPYRIGHT LAWS OF THE UNITED STATES. DRAWN CHECKED APPROVED 1-,witiord , %4+ -9,4 DATE PERMIT SUBMITTAL SET M ARCH .,.., >sa �rJ+ s� ."7d.+;v4�::�..;- .,71.'- ,_o-.r.. r,.,• _....>,- �it-.:=: �4>'.:: rY .;ir.= 9,:T�;dfXS�srK�>;e. -,.-. �.�.. -,.. 4H,1„4.„ I.P. til✓ t‹, 1T 1342e4.1.0 r'0.64-flt -140 &RAPl.. &RoJ 4Ocov02 11.0A-r vakfzio- 6m Hive., To >k 6," faeP i 1' ND 6440.4 ,..IMM. —. •..st's t�v f------>`... S.--, _. ►.— ... I • __ - -- 1 L\ 2 LI cV,J I 0,44-1 P.a 1L-rur Ne411 _for 14410 0,00, to � tfrigemi --- Herr T�iW viuri l�'. *urns S° 10. 'Tf*-pC� (- at,r..�. ' +>' ir- Wcrorit-lo awe.. RemoV Pa/ refrl ta.114.44 �T 4,- or' 611-110. I eAr1Pr 4OIt- 11 41 b” E J gorroti dr. ri-'4T Prr 179r211.' /3AC't`II.I-- G44 6 or 1-HN•+t7 rl i l 1 C 7 - for*0Ir_ 1"r2ei rleAl -4 iii' SK& D -?(Il r4 p1 -(fir P (29.41OUot* � O �� � w J v I leak4, U v ... u t e1)1 K 1 r l ;�! ! {-' i rl �i � 6-' � it tx �2► �Uc�I�I' VV :.J ' '�1:,'1Cs�'�N fG� 1 141 I�x•(�.G' -�,' i�r�l�T�'yl � I~'i v I I•'�r —•�• ! i ' l••� �'' � � �' 1 11 44\ r j --i-I t 111 „• r rv-,4-.::i.,e r-�. I ,7: r'F c) I`4':J LU . I TA-t -1 L , t.i&,-,,,),..:„1-.-ru vo cr,--44,---)6-_, 0 1 c-...f.,,s.,. I A\ /1\. 1---I✓ • i -I•�' 1 r-; 0C I I• I �,./%1 ,1 '�_. ,.. tf, -�A.. cL).1:/i,1.2=1&.--4,,,,,I.1c2:1 11,6,F.fsi I 11 i UJjX 4.:,2s.,v1 !/ e) arnsoNamWmasr . ■ ii -1-;A<>/: 140 1. :ill; j f G II 11 II 11 11 It II 11 11 11 r r.- 1 • .r '" r �, ri 1 Lynn William Horn & Associates Liiiid.cape l • Site P 10828 Gravelly Lake Dr. S.W., Sulu 103 P.O. Box 98967 • Tavazna, Washington 98498.0967 • (206) 582 -6984 STATE OF WASHINGTON REG RE LYNN WILLIAM HORN CERTIFICATE NO 419 1. Contractor shall obtain all permits and pay any fees as required for any work associated with the work shown and any irrigation work. Verify locations of all utilities prior to any work. Adjust work as required, upon approval of the LA sand /or other consultants. Verify location of all easements prior to any work. Bring all adverse Conditions to LA's attention, prior to corrections. Contractors shall co'nf'orm and comply with all regulations as required by the governmental agencies, which this project occurs within. Abre`Jic'atjon`.3 for interpretation of plan: ' :'. c =7111 tenter, F3? Et=ba11.ed Ft bl.tt'1tipped, cont. =container, ht. =h. =i.gth, spr•d. •- sprt::<ad, cal =caliper, N. •r. S. =rc't• to scale ritiri. `n,i.niriiurn, LA= L:andscapea Archi.t.e.ct.. 4. All groundcover shall be planted using g tria.ngle spacing as shown t:.e 1 ow: { O 11,114.1 ()A4 1 - -I-T1 •'J Ian To II 1t I! 1• %D1 � L`. ) --Equal spacing 5. P1rtnt, as per details provided Adjustments will be by the LA only. Bring any proposed changes i t-o LA's attention prier to changes. Areas, of standing water shall be brought to the LA's attention. 6. Retot•ill the existing soil to a depth of 6" prior to any topsail placentetlt, in all groundcover planting beds and ,, : R�ek:r_ 'ofi 01:1 rocks 2" and larger. Place 4" depth .7.,f 3-way mix topsoil +='r approved equal in these new groun'- r' :'ver bt?'JS and lawn areas. a+''rne beet=, may require more than the ritiniraum 4" depth of topsoil, adjust as re.quire':. Three '.Vary mix • oi l is approximately 71)% sandy loam soil, 20% peat moss, and 10% Composted manure, with a. 14-14-14 fertilizer mixed in at the 1','-ate of 2 1b;. per 10 cubic yards. This top 3oi. ] mix shall be the only soi 1 in the p.lant holes of all p].:11its No existing soil on site ,_,hall be used i.n the p.1.allt•illCj c:'f a.ny r13rW f.,lc,ntt_- ''c'c.tI'ce 'of tilt, t., p=�oi1. shall b. alppr'-'ved by the LA prior to d1 ivery. •. ;t•r it:' ct]. 1. existing weeds/grasses prior to any topsoil placement. Remove all debris from site. P.carit beds shall be t•o the Satisfaction of the LA prior to planting, and sha].1. Only occur after approval of such The berr. 3 against the buildings will be constructed by the general .er The landscape contractor shell place 4" of topsoil J on the sub']t`ade berms send c orttF'ac t- the soils t•o 3VOi'J s1 ippGt' ��. 7 P1.=it pi.tri '.�hl %st11. be_ twice the size of the 1' o':.`'tballs,ht. and width- Plant as ,h''wn in details. Scarify in'" Of Soil under the plant- pits. Contractor shall tesr, the pits for draina'js, c,t-ly prrb1efS eflCOUnt -ere'J they 5ha11 be br+'ugh' pt'orilenla, 1.f t' the LA's at.te•nt•i'7f for correction, pri'_ar t.'? t•ht C'?Y ;t.l'a.C.t�,'1, ta:ek:ifl' c'3.tny C1•ir�nS Pr'oposeLl d ean a. e 'i'].uti'oi•is 5hlall be atppt' ved by the L'A. N'o p1 * lts wi 1 ] be al lowed to by planted '-luring times of pro 1 onged f r i ztrj, And during tirili� 5 wlli.ch 'the t' p5'ol l is in a wet or muddy condition. Plant only 'Jurin+g.tirites of locally accepted practice. Stake trees ats shown' in the :detail's. R. Fertilize all trees and shrubs a 1 gallon groundcovers with slow release formula fertili er tablets, 20-='1O-S, as per manufacturers r.ec'c'nin1endat•ionS. Ayr 1.fornt 't?ra.sd tablets or approved equal. 9. All ru,u1Lt} in plant beds shall be a ap'r'o::irtlately 1 /2" below all adjoining hard surfaces, reads edges, top of curbs. etc .. . Mulch shall occur only in plant bt=ds in which trees, shrubs and yt oun'Jcover p1 -nt:S only occur. Mulch shall be 2" depth Of ' Nut-rt'.mr.ilch as rrtatnufac tuft' d by Northwest:. cascade, Inc. 048-2371, iri Puyallup. 10 Apply Vitamin F--1 roc t stirllt_'1 ter to plants, prior to p1.c n +•i.ng '�;f any plants. Apply Yintidt ?sicant, tom' plants at the nursery, P1'i'ar to 1 1 . ' ,'1 ?rg y !t:;.',f , sl p lants shall be as Per the plan and will be field adjust->`,+J by the landscape contractor, with apprc'v•- a l of the L A ,o t ;sit e 12. The Correction of all drainage problems in 01 plant beds and all lawn areas are.,part of this ccin4.ratt t. Ls.odseape cont•racter shall be re_spOnsiblk for estzbl i. � ring appropriate grades :to assure that all water Shall hot collect in :any plaknt• pits or plant. beds. 1 . Any r-;ubstit,.itien, , deleatiO-ts, etc... shall be apprOved only by LA. 14. C ;nt sac for shtatl l 'pi,ovide the ' *'finer with c-t one year guarantee on l l plant. materials, alrtd work:riianshiF). Guar•ar't•ee 'Shall begin upon final ~icc," {:'tancr, by LA. Maint•ain all plantings and lawn Until final acceptance by the LA, 16. Vandalism C'- r1'ecti'ans is t::t• the reaponsi.bli t.y Of the Cont.racter. if: CC'ntra.ctor small provide the LA with 72 hour notices on the 1:0) low1nq inSpe et.tC'lls: 1. rrecOnstruct-ion meeting, after cnntract signed: 2. InSpect•ion of fine finished grades, pried' to planting. 3 Plant-Materials irlsp'ect:ien. 4. Final iltpt rt-ion. These insperti'Sns are required, It.`,is the contractors responsibility 1.t call the LA and schedule a3 time. e 17, 00 not prune any existing , ve +getatien or new lr'7•ndsta e r11=1tearia�lS Without the' direction of the LA. 18. see ul1. grading, 'engine_ ring, Arch. site., .an'J.: utility plans. 19. Ail 'f inished grades shall be as, per the tjBC Code, and locally a,cc+ pted ' c.:,'je?s for the: diSt anc. below bui ldina ,Cidill� w. ALL . •o1; 6-F/"1-1 I t;,I ; THESE PLANS AND SPECIFICATILINS ARE COPY- RIGHT MATERIAL ANO ARE THE SOLE PROPERTY OF PACIFIC DESIGN ASSOCIATES. SEATTLE. WA. ANY INFRINGEMENT OF COPY - RRGI•ft OA UNAUTI4ORIZEO USE OF THESE PLANS RENDERS THE USER LIABLE TO PROSECUTION UNDER THE COPYRIGHT LAWS OF THE UNITED STATES. DATE 1 " ' l l A A W • CITY OF'1u,wI,LA APPROVED 'JUN 4 19 ' 40t, 0 '0x0,/; ru iIc la..0 ' t4,\. III? II111111111111111111111111.11111111 111 II IIIIIIIIIIIIIJIIIIIII!I IIIlIJIIiiI�liliIjII I l iII•IJ Ill IiIiIIIIIIIIIIIIIIlllll' ( IIIIIIIIIIIIIIIIIIiIiIlI1IilIl1' 7 8 9 1 n 11 12 MADE "t G("HANY NOT'. If the micrcfllmed eocument is less clear than this rlctic , i t i s Cue 'to the quality cr- the oricinel clocun'ent. cz .�zz LG oz 61 - 8t LI 9I SI 471 £I 'el 11 pl, '6 L c , "� , '.I' .,I ' 1, ,► I' I .I! 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Box 98967 • Tacoma, Washington 98498.0961 • ;206)582-6984 Atot11.ICAN 60(71`T.TY op ifilvT :(th' ARChITECES FOUNDED ff Pf t..0"/'.4 OF WASr►t; RFCiSTERri) ,PE AR A* LYNN Wit ..4tivl 14OR1 1 PROPOSED GRAVEL SURFACED EQUIPMENT STORAGE THESE PLANS AND SPECIFICATIONS ARE COPY - RIGHT MATERIAL. AND ARE THE SOLE PROPERTY OF PACIFIC DESIGN ASSOCIATES. SEATTLE, WA. ANY INFRINGEMENT. C. F COPY- RIGHT OR UNAUTHORIZED USE OF THESE PLANS FENDERS THE USER LtAelLE TO PROSECUTION UNDER THE COPYRIGHT LAWS OF THE UNITED STATES. DRAWN CHECKED APPROVED —. DATE 6129/88 �r $/4/ -1 -$o) l n A z' '3/•4" 3/N" moo worm 3 /v" -aa- BUILDING A BUILDING B 'tn_JUDI U1Ci' A° .MA ' rr Mfg Gca�. n1 1 1 i L- o‘_ cc F_ r2. A fh,}' J- -r14 a® p4, h STREET CENTERLINE ! 4 U;i_ E... i" GI:Cv£ MAN1UI4 - WAi FIK 1.- -1Y218 ! (" — L 7'6I1-DI►JG IIGj W ' HET l ,E,r, CN 4 i'•G1(t '-'''''>1. l t, .. ut! ! // ,' KFf. Nil MO M-% I A/C. ` ►= % C- E• E ur4 q1+4,1 ,641,. 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PROVIDE FIRE HYDRANT IN THE VICINITY OF BUILDING C AS REQUIRED BY ThKW LA FIRE DEPARTMENT. 2. ALL PARKING STALLS SHALL HAVE 21-0" OVERHANG. LANDSCAPING AREA (TYPI X• ea 1111 -- ��c ---__ e■ PROPERTY LINE 377.16 N 45 39'45" W x -- ---�•e • e 1, • Mx Lt 'ttri °I3sctopItt �t ., 14%S0CAVATE D t"1tL'C 1tot01 t•ra: 20 X 20 CANOPY OVER CHECK IN r7 8'--0" CHAIN LINK FENCE iE SLATS SEPARATE PERMIT REQUIRED BY CITY OE TUKW ILA N 49 43'00" w •• e" PRO TY LINE 194.47' rr rw OWWWWWWWWWWWWWWWINS • • LANDSCAPING AREA (Tt'P.) GRAVEL SURFACED EQUIPMENT STORAGE RAMP DOWN 3 — 10' TRUCK DOOR 15' I8' 7'!, 12' 1 14' 8 ©'9' -0 "•= 72'= z w w EDGE OP ASPHALT PRANG LANDSCAPING AREA (TIP. BUILDING A CONC. PAD 0 MAN DOORS 2 10' TRUCK 000RS ▪ PARAPET REQ'D • N.W. WALL BUILDING C Cp) 25' BUILDING SETBACK LINE 15' STREET LANDSCAPING LINE X25 UILDI G SETBACK LINE '15' STREET (LANDSCAPING LINE A a wr f2e2 TY LIN. 194,47 LANDSCAPING ALFA (TYP.) F 15' DEDICATED R.O.W. LINE (EXISTING) REQ'D 15' R.O. LANDSCAPING PROPIERTY DEDICATION LINE AREA (Yw.) LINE 414.16' 207.65' c1• WROWWWWW1wWwwwWWWWWW wII .. ._... •" N 49 43'00" W 17'00° E 17—O" ,,3o' -0" DRIVEWAY ' 118' -O" 30' -0" DRIVEWAY 114' -0" 46.63' SITE PLAN CITY Ut TUi Wit � ':APPROVED JUN1 19: 1-EC! BU DO DI ISIOM A.. 4 .U+ d .•a'rt 1 1 1•11I11111111111I11111 11 11 111111111 161111. 1Ncr. 1 2 ■I1 I11I I 111(II11II1i1I 11I11I1i '11((1...1 I 1111;11 11 1111 i...,LIIILIfII.. iI,I1LLIIII {. NOT if the microfilmed document is less clear than this neticc, it is Cue to the quality "`'of: the aric'inel c'ocurvent. t/ ez zz Le oa el III IIIIIIIIII1i 11101l11111Ii111I1111111111 11111111111 �,{i� %' �.1,1x � i �iz3�',�`i r gr•�i3 t�� ri�,� ?(� j.IfJ..Y#�slf'XJ�'Nr1JA .'i+✓L.^�il T�.4 Ge�'t4'r.✓!t #�`srtr ' 11111911IIIj111111111111111111111111111111111I11111111 GL 91 91 hl ei 21 it liI 6 (VIII((! II) Ili1 11I11111111I1111111 11111I11111111111111111111111111 9 111 1111111111111111. 111( ill,. 1111 1111n11111i1111 1111111111111111111111 ,7/Yry"'�.. i2 M IW t16/0.4b C,t.l l E Gr-+1L. f 12% CsA NaPee (rw►.T TO TIGMf ►4 (z.4gee ) -- evol t.4L a<# tuFz LAC' S -wAr 11I)' (f:-L is f' SOIL Mtk, �- RE E STAKING DETAIL iL (HSHRUB F L ANTING 2.10.01 NO SCALE NO SCALE HANDICAPPED RESTRCXM NOTES 1. Drew!ngs ebpve illustrate clearance dimensions, mounting 'heights, and accessory placement. Verify layout on floor pI 2. Dimensions, notes and equipment typical for all toilet rooms unless noted otherwise. 3. See room finish schedule' for toilet room finishes. 4. Provide an . unobstructed floor space of not less than 44" x 48" on the inside of doors. 5.. Provide an unobstructed floor space Of 'sufficient size to inscribe a :c'rcle with a diameter not less them 60 " with the door not encroaching more than 12' into the space. 6, Finors end walls of all restrooms to be hard, smooth, non - absorbent surface sheet vinyl with 6" base molding and walls to have herd, smooth non - absorbent surfaces to e minimum height df 4' per code. CITY OF l UKvi iii/ APPROVED 1 r. c. 78 1988 S' ILDI G DIVISION 4 hi (9 nnr:, ANt .0 ft t I (.n :o: Jr, •, A44( (_,t .,v I I( .r,I n,1n 1ltHAt nrJl ) Al 41 'Igt ti(It1 [•cat)PEiarv(if ['n( :Ir If r )t c-,I(drV Ar,`,I it .In t IL(' vva. AN.' .A)i t snit .I 1l N t ( If t .t 11 .•altz.;$ (1 (,)[ 4 (rtvn(, n q 1tal /.F, U 1 I - I (:f r 4t 51 ['t. AN; 'II Nin fa'; 1.It 1 154E it I �ntit1 rt ;(.1 il)St-t:I1 T fOry n'✓' ✓! , I )r 11 If IirVIrF()5;rr1r(.tS LANDSCAPE NOTES GYG:.ONE FF:N( @ REAR 7-7;"\ TRASH ENCLOSURE . -0.. 1 3/16"z 2.12.0 1. uponfapprovalofthe Architec. tandotherrrequiredeonsultants. as rillired, Y the c l utilities prior to work. Bring all adverse to corrections. Landscape be J g y gravel filter, catch basin, etc... locations. 2. All groundcoer shall be planted using triangle spacing as shown below: N. T. S. p provided" Adjustmentswillcbegbystherrarphlte Equal 3. Plant as er details by itect only. 4. Place 2" depth of medium grind ham/fir bark in all plant beds. Sawdust and Growco' products not accepted. 5. Rototill the existin g soil to a depth of 6" prior to any topsoil placement, in all'groundcover planting beds. Rake off all rocks 2" diameter and larger. Place 4" depth of 5 -way mix topsoil or approved equal in these new groundcover beds area Some beds may require more than the minimum 4" depth of topsoil, adjust aas re depth o quired. Rbtotill topsoil into the 6" depth of existing soil, thus 10 p f loose planting medium. The topsoil mix shall be the only soil in the plant holes of all plants, no existing soil on site shall be used in the P. lanting at any new plants. Strip all existing weeds /grasses /sod'e prior to any p y op'soil placement, in area of 'planting as shown on the plan. Removal ell debris °from site 6. Plant pits shall be twice the size of. the rootballs, height and width. Plant as shown in details: Scarify the 12" 'Of soil under the plant pits. No plants will be allowed to be planted during times of prolonged freezing, and during times which the topsoil in a wet or muddy condition. Plant only during times of locally accepted practice. 7. Fertilize all trees and shrubs and 1 gallon groundcovers with slow release formula fertilizer tablets. 20 -10 -5, as per manufacturers recommendations. Use granular osmocote 14- 14 714 fertilizer for all other size groundcovers, an per manufacturers recommendations. 8. The correction of all drainage problems in plant beds are part of this contract. Landscape contractor shall be resporisible for establishing appropriate grades to asure that all water shall drain away from the building and that'no water shall collect An any plant pits or plant beds. 9. Any substitutions, deletions, etc... shall be approved only by architect. 10. Contractor shall provide the owner with a one year guarantee on all plant materials, and 90 days on lawns. Guarantee shall begin upon final acceptance by architect. 11. Maintain 'project until final acceptance by the architect. This includes all mowings, edging, pruning and watering. -�-- -- ( �I 1'4U pE, 8 ,Mirror minimum 2' - 6" high, minima 3' - 4" above finished floor. 9. Grab` bar. 1 1/4" .. 1 `•1/2" mounted, 1 1/2" from well Bars Shell be, cepe,blc of supporting 300 pounds live load without permanent deflection.. - 10. Lavatory im height ---- --.._ ti il. Lavatory to have lever hehdle Ideated no more then 17" from edge of levato'ry. 12. , Provide .paper towel dispenser 3' - 4" maximum above finished floor. " 3. Toilet ;room fan to be integrelly switched With toilet i !Noonom light . 7I4. Hut water tanks to have tern ?erature and pressure relief yalvei. 15. Concrete or 0AU walls in toilet room shall out with '5/8" type 'x' gypsum board and finished adjacent wails (when applicable). 17. Provide 22" x 30" acccss,panel hot voter tanks if nut `ocess!l ;Io from be • furred similar to le. Toilet room doors to be undercut 1" and ventilated per code. Toilet room walls to be W.R. Gyp. Ord. 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W/ 4' FREE DRAINING AS A CAPILLARY BREAK PER SOILS REPORT AND 6 MIL, PLASTIC VAPOR BARRIER W/ SAND ( 1'--2' LAYER ) NUTE1 PLEASE SEE BUILDING A FLOOR PLAN 'FOR TYPICAL STOREFRONT DETAIL REFERENCES TILT -UP CONCRETE • WALL (TYP,) ---- DR'W✓G' iliB NO 0989 su•',.': (III(ILIIII►IIII(IIl11II III( 111( �IIIIII (IIIIIII(IIIIIi'1(IlliIIIf IIIf I 1 1 1 1 1(ItI l 1(1 1 lull (11 (ill �I�i! 111111 1111111 I!I!I!I!I!I!l! 11111 1IIII!�f(�lii itllillliliiiiiiiiiii Itil 0 c I �G 71+S INCA. 1 ; 4 W )E P1GF F C� 7 PMAt" f �"1 11 � 12 NOT _:'If the micrcfilmcc cocument is less deer then this notice, 'it is cue to the ;tueiity`' ci,the ori'in<I eocument. o 6.e. t GZ 9L �iZ h� 6Z Z� l4.. Q-e (l 9 Ll 91. Sl ht £l ' ~Z4 11 OL 6 "" U ... .. •. . ...., ... . . » ._ .. , , ..e • . . , f .✓:-,-. r - . ..:... .t 'i. . ,�:a ,.Y . . - , : ,t. . . .• .,; > .> 3 }f ,„. , ;-,r .�j -. r:� ,.. ..- ,. r.r.� .. � . . ,.,_� ' . .r �ti . /., . 4�: ,� . r+ .:� ,... ,. .. .�..... .-_✓. .+.... �, : ,> . . _.,. I. ,, • .. 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