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HomeMy WebLinkAboutPermit 4077 - Kaiser Development - Shell StructureJob Address 12800 Interurban Ave. So. (Bldg. _) Tenant /Owner "Shell" Structure (Kaiser Devel.) Datv of Is ance (N9-g:2 D Attached Description of Work New Warehouse /Office Legal Description } /5 ?.3O %O X/ Property Owner Kaiser Development Address300 Lakeside Dr. Oakland, CA Phone (415) 271 -3844 Engineer /Architect Mackenzie /Saito & Associates Address300 120th Ave. NE #233 Bellevue, WA 98005 Phone 451 -1005 Contractor SSG Corporation Address12535 15th Ave. NE Seattle, WA Phone 292 -9199 Authorized Agent Mackenzie Saito License No. Value of Work 923 159 ire Protection cri Sprinklers D Detectors se Zone M -1 Type of Construction V -N .App ....Ac6Gptec < ) Issued By: INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Amt. Date Rec. 4 1st Fl. Rear Aarehouse/ Footing 2R1.0 6 8577 2nd Fl. Fdtn. Office Slab 2491.00 Frame Demo. Bond Wall Bd. -C 1619 OQ M P _ Total 44 q d3ly Total _ Tot. Tot. Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical ert. o ccupancy - Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 4 1st Fl. 52,009 Aarehouse/ P.C. 2R1.0 6 8577 2nd Fl. Office Bldg. 2491.00 Demo. Bond -C 1619 OQ M P _ Total 44 q d3ly Total _ Tot. Tot. ERMIT TUKWIILA THI BUILDING ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFQRMANCE OF CONSTR CTION. 'C Signature o Contractor of',Authorized Agent Date 9/ /0/ e),s- PERMIT NUMBER 1 1077 Control Number 85 -010 FINAL APPRDVALS: Fire Dept. Date Bldg. Official . Date PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I Job Address 12130U 1;1t� rur4 :ao I\V,1. r►. ( ?s1 {I enant /Owner 0/e/po/ . ; "Shell S cr.fcturc (Ka i scn ') i ) Date of Issuance Description of Work ;cli Warr,house /Of ic:: """""";'` . • ED Attached Property Owner ; Uwp,.'iumcl,i: 1st Fl. ;2,009 AddressMU Laki side Jr. Oakland, CA Phone (41:) _, 30 �n,. ng i veer Architect • (:;•e:it.;;JJl:iito 11 Associates P.C. Address J00 1Zt t i Ave. i i i r tlellcvu� , WA KW,: Phone 1 .,. 1-- 1:)V:J — Phone 2: ,.: i.J:i Contractor .,:(:; CurJorution ___. ' ddress 12J3b IL.. ,h Ave. till_ Scattle., WA Authorized Agent License No. Value of Work ire 'rotection se one M - 1 Type of Construction V.. .App .,- 1ccept•e. - :y ?ss U\': ® Sprinklers EJ Detectors Demo. INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 0 1st Fl. ;2,009 Rebar P.C. Footing 0-14 ; >; •/ ___. Fdtn. / Slab f Frame Demo. Bond Wall Bd. P" 'I it • j1 r f” 1;; , ) Total Tot. Tot. otal 4 v . (, " -i /' „' :o., Dept. Approvals Req'd Insp. Date Planning Div. Health Dept. Public Works Dept. Plumbing Electrical C ert. o ccu panc�y ''Size of Unit or Building - Uses Sq.Ft. Occ. Occ. Load Amt. Date Rec. 0 1st Fl. ;2,009 larehouse/ P.C. 1 „i 0-14 ; >; •/ 2nd F l . Office ce Bldg. : ,, ":ii . of Demo. Bond P" 'I it • j1 r f” 1;; , ) Total Tot. Tot. otal 4 v . (, " -i /' „' :o., Special Conditions Approved for Issuance By" • '1x , ,, BL THIS RMIT T BE 1 . •( ... NOTICE CITY OF 0EAMIT TUKWILA STED CONSPICUOUSLY ON BUILDING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signature of Contractor or, Authorized Agent• Date ;,/ r f , PERMIT NUMBER "/ / Control Number sy - -J1.O i"1. NMIP Fire Dept. Date Bldg. Official �f Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I Type of Inspection Site Address /6 300 G1Gv`stect s ea to, Requestor Special Instructions Inspection Results /Comments: i/ -ra Inspector CITY OF TUKWILA Bu1,lding Division Tukwila,JtWashinaton Boulevard 8188 (206) 433 -1849 C INSPECCON RECORD PERMIT # 4/5 2 3 Date 06/FT Date Wanted Project C d,her- ,oN16ro0-)y, Phone # Date J /6/�P a .m. p.m.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspection Results /Comments: rnrno -+nr 0/99i24.4 C INSPE( RECORD PERMIT # 4/65V Date �, / /ri Type of Inspection / Date Wanted a.m. p.m. Site Address /7?Do c 4 I h 6444/R ,e Project /14G/(9)7a1 Claaisy Requestor Phone # Special Instructions na tp hi/iG /f/7 .� CITY.OF TUKWILA ,Building 0ivision 6200 Southcenter Boulevard Tukwila,` Washington 98188 (206) 433 -1849 Inspection Results /Comments: C Type of Inspection / Date Wanted a.m. p.m. Site Address /7 20 S6v 0 2. e./- Afr eV y Project //,'%o Qyfly Requestor Phone # Special Instructions T roc nor+A ' INSPEC r1N RECORD PERMIT # /.3F( Date 04/r7 Datp 1..//7.. CITY OF TUKWILA Building Division 6200 Southcentor Blvd. Tukwila, WA 98188 433.1845 Permit No. c'" % ! Date �� ` Job Address /mac .. * .��� �.p��y p:c3t� 1 t; CORRECTION NOTICE • The following items are found to be in violation of Ordinance and shall be corrected. • . ' /,: a e X16- 61e e. e, / A: Aoe.q 4i / 1 f?!i"Jdcy! .k � l� r' �9j) 4,J /�;.... C f`c '> Jo 76r' v a)1 -1 Signed Building Oiliclal /In' pector AaektaW: aaa[1nYteNi CITY OF TUKWILA Building Division 6200 So(thcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspection Results/Comments: APP Tncnar %i' D 26 (le INSPEC RECORD PERMIT # 4/077 Date / /,..?9/f7 .. , s v.. r: S^ ww.:.Mr..wrar.,wr.r.tst:trara' Type of. Inspection �� %s -Lam(' Date Wanted a.m. p.m, Site Address /2 gcso �.u,tLtd Qe f Project' ,� L / Requestorc Phone # N Special Instructions A-Au:.?`" —eel to ii2 e. c9i-a ?4E_ /./.1 ' __ / L•� /„ _ _ :. 4 � / Lt,r, Date ,//,2...9"/.7 Permi t # 0% ?7Date / / �� Tenant x/9/5/ /e Time / Address: /2JPD , � h �,���� , , , 1 /4'ei 5 Date Wanted: ;2/6/ a.m. p.m. Contr. or Owner ! /r,¢ Type of Inspection Req. By Taken By INSPECTION REQI( INSPECTION REQUEST Permit # '5/076 '/o77 Date Taken. By ' `74 Req. By i/%9 • • Tenant K// /54 Time Address: /02 F00 .GhG'Er'k h7'i /4d S Date Wanted: .2/.5/ %2 a.m. p.m. Contr. or Owner Type of Inspection ",we4-4, ,e" BLUE BOOK 54. Name etolpjlee t *hiii ' VOW 1 7 /4 1 Section Instructor Date Seat N 3 /0/Fc lerw41,;" 1 7/& '7 7 T /(feek aiot d Ft:tx A e 44-tt 4661-1 .3/ - JP' tik zie 6,-4.4.a, zit, a, e ,'U,LLI 4) "'="t-i, 3// 06 41 3 0784 . / ., 3� 74t , 24v / 02 J 3/x /76 ..Xt i ,�.C'� / pcz �. ;,�- ee4, 3/206 atda ,e,#•"0-7 ..4- 414 2, .e • -6VAP4 --terwieel ii,e,v-pe:tAdostf,rove off' 41 4/ 6 -. ' �� V J- 2-ie4-ed ..e&vv,a GA iga.tete A2os g J ,eee ,.ti- 2,— 16 attAgi dew evte)2 "Gt., /0 /x:tee/6eiv 04,2, 7/4.2etee q-e r / 42 get6. eiettiel Le;04„1 via-ezi/deoz.e aue.ir;e0 a?n- 01.0 to# le,4;e‘ knee friered4 -0 // ,Ca/ A/R.4,4.ei fe4 cr77 14; 4 . 2- da)19faief 1 I' °4(Je f loPtle,c4/4e:y 12c) orti 49,■ g///A 04^e6c4fae;xt filvitse 62-41 1 14,:tc;L? �, CITY OF TUKWILA Central Permit System Control No ?'-.;-(7)/() Permit No. /-/0767A/077 FINAL APPROVAL FORM TO: ❑ Building D Planning Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation Project Name % ,ct'.)/ /2' / ' Address % ' () i (.,t. Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () Authorized Signature Date This project is -approved by t. is.department: • Authorized Signatufe Date CPS Form 3 J 0 FOR DETAILS ON ROADWAY SYSTEM THROUGH. ' SITE REFER TO MACKENZIE ENGINEERING INC. " DRAWINGS'*NO. 1=:25 DATED MAY 17. 1985. All that portion'ofthe Cyrus C.`LewisKDonation.Claim,No 37, lying ^in ,Sections 10 and I5' Township 23 North, :;Range 4 .East W. M , 'in King `County, ''Wa'shington, described` as follows: Beginning ata point'°on the Northeasterly mar`gin,a,of the Puget„,,;- Sound ,Power & L'ight Cotnpar.y r ght of way, spaid point being Horth W 22.20,f6'! est from ,,the quarter or cner between Section`s 14 and 15, IS ;distance of '1,722057 "feet basted "on the North Zone Lambert Grid System for the State Of Washington, sai"d point being al"s� the Southwest corner9f that certain tract of land conveyed,yto�. Frank Menagl'ia and Vittorie�Dema cki,r asrec�orded'inr V,13,1 ine '1"513 of Deeds, page 13, in un King County Recording No 2693164; thence' North 48' 13' 0 West ,along said�MNortheasterl'y maiygin 1, 770 27 *feet to: the 6°point 'of-baginning; thence' North 41 146''1" East' 179.27 feet; thence North 81 ••30' 14" West' 45 "00 feet; thence' ; South '28'05' 421' West 159.11``"feet" to°the ague ,"po` .. A>awd" 6” a,a int "of beginning. PARCEL'Bc "A non exc-'f'..Ilusive "ea:-,'sement 'for "ingress and egress '"in and' across "the fol'i"opting" described "p"r"operty: '-'': ;, ,, i,',:'', ,:,,,'. A strip of 1 .-id,,., 20 '0eet '`in width as measure at right ang,:,l°es Be onin ata oi`nt °Yon "the :,ihea::erl,or" .- "i '' of tt 'e 'Pu et Sound�`1?ower & Light Co, righ*lor�th22 20'26" ,West,#'�f"r"om :the,yilviarter;'corner between ,Sc�tions4an5�df,.'1,72257 eet based on,��he6;NorthZton1I,a�tnbert Grad ir`theStae;afWbsha ngtsad pont ofbeginning being also, theSeW..'oreroftcrttract of land conveyed fo"Frank eieragl"ia'nVeDemrcase"`iVcllme313 if �beeds��page. nl,e �t .`r u .w..t; f"thienceNorth 48'13'44" Westasaind^lyingSouther1 yofaine"°'eibed %as '' ol'1'ows: g g po Y 9 n 9 231, records of theAuditor oflKing County, Washington, under .-, Recording No 2693164 September 15 1931, cl Nor=theasterly margin' 1,570 27 feet, thence North 41 46'lb'! East 310 54 feet;. thence North 8 29'46° East 20 0 feet to the true po4t'of beginning" of thee above me �t�ioned descr,ipti'on "line'; thence along said description line,"North 81.30'14" West 595 'i7', feet to the. Northeasterly'margin of the Puget Sound Power & Litt Co. 'might of-w~ay; auiiuuuuunnumuiisuuuuunuunuIeuurlunnruipsiii suus.ulu ,uuluuiuII ipisco o /rmm�!luiunlnlioIs000 .r.,i I, iiiieIisise . unuul." waua�e��ranmuwn TOGETHER WI0.TH a strip of laird 16' 0 feet in i4faih:`exCtendincl from the'"most Westerl corner of the abot►e' described" � ��:� .,�: ".,� . Y 'tha' . , easement , Northwesterly along the Northea"ste�rl`y inarg n okf t`hei Puget sound; Power .& Light Co, 190 °0 feet, ,more or A less, "'o a road 'cr.'ossiing said"""right of-way'being16164n as 42nd S Avenue'outh. EXCEPT any'Iportion which °may lie'withi'n Parcel A. n the ` City of T ikwi l"a, . Coufi"ty'- of C'i'ng, "State 'of SURROUNDING LAND : USE LAND USE' WITH N 1,000' oF PROPERTY NORTH - l7EStb NTIAi; BOLIN6'TON No0t4tRN PAT1A0AD is'ND "CONMEN`CTAL AREAS`'ALONG 42ND AVENUE EAST - MANiir=Ac'iiPTNG & 1 biAlltAL SOUTH - ` "TATE"'HthHWAY 99TAND TNfERURBAN AVENUE SoUtN WEST - ST, TE"'HIGHWAY PROPERTY! SSR -181 LEGEND °4 "AREA OK "005148' RU011oN PRASE I . W #ARE BUILDING • t~. LE' COPY t understand that the Plan Check approvsis are subiett to errors and omissions and appro. arbf plans does not authorize tits. violation of any adopted code or ordinance. Receipt Of Contractor's copy tit approvetl pi = acknnw TI 085 .GEN: ti`V GENN REktt. Su8JWF to INTERaRETATl0NS OF tHE GOvtaWINO AUTti0Fatt ERRORS. OMISSIONS ARV 5 StENCIES DAft in 8'l,,,S la .. DATE OUtILL 85 t+IW+AN t S$TH. INC M.I�1C;'U,.tlf,:::C:::14.4:::"1.4.3:014;::: :..•.1\tiiu ; *a•VASCCTb' rRMlti W S! a.sotMJM6St+ltS0C C$e,NiVry v swrriwntal rrHuuurS AREA S! -H VVN '`` ON 1 8 HbEVEL.iPW'IENT Iilli 1111011 IIIIIHII nitlrrl mrhm Irlllrrn nnlnnrnlhrtnntditii nttln.�l rnrltut nulnn Holm! tntltiitrI O SCALE M�ATCHL I E' CENTER INE' OF RIVE EDGE yOyyyF, ByUILDING k18' W.rFM1,YN„„'fA(t' ?T °M`{*.1Q p I i�Nx EXTRUDEDCURB SEE DE"TAIL LANDSCAPE TRASH ENC.OSJRE t..,r '5'0` `���IiiDECO��I`�C�R�ETE WALK CCESS'; ADJACE T DRI WAY 6URB iC IT. ��r 1; �', ol.f4�iE FQ," BI�ILG?�"iiJCa' Qri (EYN`OTE PROPERTYLI`t E MfATCr LINE DRIVE-IN DOOR DOCK -HIGH DOOR 'K'1. FM yrSAmiit�rlip%'tt + '.ES AC'.itt Sa h V4,P r :”" *1( U t) Qa 40,91 oara)� tt i, RV $tr1,4,0,0 SO r, 1t!mditit4m 1C�ihlil NO SCALE / / \ s /),6 \\ \l"J \ ti \ \ \C), o% \\ \ 1 / � \ , • \ \ FUTURE BUILDING #3 \ `�,�� ) • ,\ ./ ra • \ ,.-- 91 "t 4-' \ ,/ G (/0 few OJT , , '} ( rGY P'e\t^ L ✓� � S .l° .� TI pie'o J P' ' 6. hr >t Q vto..(vt,'D:s 04 . « ? 7 /01,1fY Gu, , `• -. i_.: AN—tz .:::: V., 3 , r ;- / ;, �lot , Q0p �0.Jo 13 12 1' ;- `.�.J r'"�r'440a`' 6 1. MATCHLINE 2. CENTERLINE OF DRIVE 3. EDGE OF BUILDING 4. EXTRUDED CURB, SEE DETAIL i 5. LANDSCAPE ISLAND 6. TRASH ENCLOSURE 7. 5'.0" WIDE CONCRETE WALK 8. HANDICAP_ PARKING STALL WITH a'-Pf ACCESS Ab3ACENT 9. DRIVEWAY CURB CUT, SEE 75'"nt� ',z! ON G 0.4'N& 4r -40E' 21 r 2 SITE DATA' LEGEND DEVELOPED AREA (A. ROX.) AUILDING AREA '�' PARKING STANDARD STALL 193 SPACES COMPACT STALL 68 SPACES HANDICAPPED SPACES TOTAL PARKING ib' SPACES LANDSCAPED AREA (AP OK..) 28 S.F t KEYNOTE PROPERTY LINE 8UU.D OEM MATCH LINE DRIVE-IN 0008 DOCK -Pt •H DOOR �y•tIS4 16$$ 0:0401441* BUILDINGI SITE AY OUT P qE v15ioNs Z7/10/86 OEN Nev. &7131/65 GEN. REV'. PiN-i'-Ir4 , ,. Er*Irs 4S .4.451•,,e4.u0'•E 1AIJKPO, OW twWw.WiPal, 000 k ASSOCIATIM 1C tA, A43&PI NOI.'0 tit U9E0 OR IIIIPPEP,IHTMI a •J0'+♦M1411111101411111101111194T..E M R EIC(►a POW* 400 4%14 1k SS104Ot Y !n • 1r FttiFltttlll[ihui !!lj tt 101.t► tmItt r 4x1111111 INtlti1p INllilii 11111111- 111111111 Il Ilm �-°,. _.. , • M \ � 1 N. J 1 j ,• \-•5/_.a1 /; + iY �,Tu�1L?ED CaAh IL E 6,11.,€'4•41 i �►.1<n1RUGT -P W% STEET 7 -)C -VEL. VME-krr Z-q"wc— KEY PLAN 1A►IJ�AiIJ c,' NUM . ::.LEARAIJGr t? WF_FN P ull.tlit.,,G .4. 1 ` GA= L,tiE Tyr:: g,r1 14.410 14-1M ,4: pilo RIM 3.5 +E OuT 10.89 ue, GAS LINE Tv 1?i.-Cis 5 .guy '(v ` T<.+C rAvEr AREA r ,;/ .)(16T 14A1 --k' LINE --�--- E• ;`,1 5.A►J114 Y -:,EwCk w/ E)C;.`"T`G MAIJHOLE EXIei'. FIRE 1.IvrreAw' �►- i X 5T Li ., r r Y POLE. 0 tST AL:1 fJEki A►1�TARY SEWER Me.ki►I ola{ V p.( LOCATIo►,_ IIAvERr; ECISi `v L!1JC <'G O.S7o \,:e''''1:-::- + M t, 7 �,I �. IF Iu(:�T 9.Zo sEr c r,. /4 r. ;o" &, .=0 . G� �Gr-I1 . .1:1gC 14!bRAu1 Tc. Fii.J 4 1 G2GIE mRa+ ExIS"(''c MAUAoLES-re, PilJif›14 USI►JCi FULL. ✓IA Mf ''Erg ISER� P .4 ED At2 LAcD EK+ E-rci ,JTIL.ITY 411 :1•ie PrZeor E>'./,C. r ✓E, ;JRoP &u Ig WIf7E 51R+P OF TAr PAPA AKP>uilr` Poi -E AT 61V-0,1,:- e' S`rA' Le "j'%� Pe,I,.E . Pc,wE R � r.�ES Mu4 T E A MIKI+MUM c +:' Ae?.vE,'rIL►I<.M 4 At E. uCITIFY PAUL KE r)c2M 4T SEA'�TL SIT`( LIAHT (o2S 32/.. > OF ALt b' rrYALhJ og cir VJSmS &7/10116 GEN. REV. ® T/31/85 GEN. REV:,` .. north 1' I nn nniltll��Inl►I�I rmhm m{rnt !U!I�II+ Inlh 'ruhl�ninntrtit!rI►I II �l,In .. 1i RIIS:12. 1r'11.1C&)?4a IEIAt4")''Py ,- .E bUr E3 ie. 14.1 4, P2EClaS'f' 1'►?��>� ZF.0 f���►.1 • i OF .rPE.z-Jev.. GO{JS-(!.LAC_--1 v'' U-IAi.rU L.'.'4. SNCL IN PIELP RIM 11.21 1'. s.w... M. yi 1OMPIPE V -Z-)< II" SEI✓ !03 - 2O A oF, •E�•AS azi• -209 A c- 5?EjC-.S Shallow Manhole For Manholes 7 _10 c c+►-1;'frzLIC-T Soti.1.11-ralzy 1ZIdi14T of I '(I To 4- 'UtUDE2 -1 L -Pc 14-2 bi Zl`►:1�E P1 -14.. ,5.e.. �iA ; LIIJEaps L:I E SL>✓EVE.' HaLJIJ `r'I.II, PL .A�1 A E To E Go sT u 1 -ED PUR:1JCa PNASE T'i: LEPUOUE C.our�uIT �- T€LEPHOE V:Tp'Etill-pikCtzcoK5-rguTev-0::::1.I SL-mLITY 11*e4L D tJAY, s'1 EET BIGHT cAY 2 o.p`C.+GIJDUITS DENOTEL' W HEAVIER LIVE fAt �. • JUNE. 14,• 19'8'5 DRAWN BY; NEW SANITARY SEWER '(PHASE °`1) NEW SANITARY SEWER (PHASE 'II) EXIST SANITARY SEWER /RECEIVED erlY O Tuamijk NEW MANHOLE AUG 21985 EXIST MANHOLE ..' GAS LINE TELEPHONE' VAULT 1 ELEPHONM CbNOUIT W/ '(N) N'UME3ER or coNbUITS REVISIONS 1.'7/10/86 DEN REV. © 7I81/86 • GI N, REV.` THESE ORAW%NOS ARL THE PROPER VI OF MACNENZIE SAITO b ASSOCIATES: PC `M. SA) ANO APE NOT. TO BE USED OR REPRO. DUCE() IN AN r, MANNER EXCEPT WITH TMS PRIOR WRIT TENPEF11,ISSION Of MA SA 1961621E E ,e RN421114fI111041 O•STDISI!t"'O.WAtIEN+iliWIESVIOA1SaCII SUILDINGI. MACKENZIE ENGINEERINGINCORPORATED 4415 44, 80044,:' 004lo/41 T 44/010141 SA4 nlmi nnhiil 11111iall 111111111 111111111lrnhm rinhn1lillmi In111111 Illlll 1 111111111 ilfll!°i! • ENO'? WIDTH bEPT"H REINFORCING (1) REINFORCING (W) REMARKS 1 5,'511 5'-3. Iy 2" Mit >< 4'-41.1 (m) # 5 x 41'...01,, ,... .W. 1-60" 4Lo" 11-o" (4) 4 5 x 7° 0' (6) 4 x 6'.e0" 71-01 110" 's" -lot' 6,e,r 1'-0" •I' -e2'' a ion .. _: (10) # tb x 61-6,0 (1) *,x 5'-4" (10) It x 61. 671 (1) # .1-1-11 ''161' 26:0" __ _,„___ +dr& it 06, 'TDP. t !o Co" #4 t 12," p °0 -ror � Ftt 6. ' hE.e. ';-13.4q 1: t�t►.rJec. tw+..�.:v 4$-60' 4.69'! r-04 (S) 4 .• _ (0,)#4x IU'-e-'" ll� Ot1- 2' J0"'i .(g1tto'P: !! TQi &I fitly TOP' ,- • lit -4' e,v-r. �r+L r ( i r hi 6, e.,...�. - 1'-U S' -e4 I' -C>" (°1)*5 x Co'-,tq (1) * 5 x 51 -car ',.�} , 6'144 I' -?'4 (e)4F;x Sr-I41i (e) 1(a) f 5 x 61-10° a _ . KEYNOTES 1. EDGE OF SLAB/FACE OF WALL 2 CENTERLINE OF FOOTING 3. CONSTRUCTION JOINT 4. CONTROL JOINTS 5. 4"'CONCRETE SLAB REINFORCED 2.2 2.0 WWM 6. FILLER STRIP AT BUILDING PERIMETER 7. THICKENED SLAB EDGE POUR LEGEND RE"YNOTES 0 COLUMN GRID LINES �../ 11Jd MARK. •MIMS1 '3OikLJIT'Aler SEW1E14: v ,Ail RE VISIONS &./ 10,06 GEN. REV. it St (AtA*+rlS hRt t4 POORER Iti1.0 SAuuNt'Ke.ECM RPR O eRM."X HiMF *Rif ttIvat RIASSKR4WSA SHEET 11t1'tlC;tit}i!tlllitth[It!dfltfitlmilltiflii4 ittt}t;ttlittt ,,"a,., trta!i,t t711.4fA'I 1. BUILDING TO BE GROUP B DIVISION 2 OCCUPANCY 2. CONSTRUCTION TO BE TYPE V -N 3. EXIT DOORS FON OFFICE AREA TO BE LOCATED 1N COMPLIANCE WITN CODE REQUIREMENTS DURING TENANT IMPROVEMENT PHASE OF' CONSTRUCTION 1. CENTERLINE OF COLUMN 2. EDGE OF SLAB 3. LINE OF PANEL ABOVE 4. DOWNSPOUT 5. 30 x'70 DOOR 6. ELECTRICAL ROOM 7. 90 x 100 OVERHEAD 000R 8. °100 x-120 OVERHEAD DOOR 9. 4" CONC.SLAB REINFORCED 2.9 x 2.9 WNM 10. COLUMN 1% Si, to x to I` 344, (TYF? UkLEs3 01'NERWiE I.ivTEV) 11. TRASH DUMPSTER LOCATION 12. CENTERLINE OF PANEL JOINT CoLUHN T.'„5.'t,4,. $ h feu ,Iti rite(,' 171 77 /6/86 GEN. REV.'" LEGEND hurl P$rint111+nlirll 1101111! MOW 111111M I'Iflilli 111111iil Illellli I119ir1!I,IIItitiiLlliti"llfn111ilr Ci-1ECRtblis LT, REVISIONS GEN. REV. 'HESE DNAWING$ ARE IME ?NJrr' $M�AA��C�AKEN2r(,SAIitO • ASSOCUiEB sx10E0 A A2 NY UA1fl P "Val" of1rONWihTTENDERMISSYNOFMISA NO SCALE CM p!Ipl :!)rulrllr ll!IIIt!, IIItIIRI mhii !!!!t I!.101p, lnlI T nllimt I!) flU IOfI(uIIII !I viliII nl11,mm III1 1. ' 4 =4= 1 IEYNOTES 1. 4" REINFORCED CONCRETE SLAB 2.9 2.9 WWM 2. JCOLUMN T8. 6 x 6.1x 3/18i P.T. TOP PLATE, 4. BUILT-UP ROOF 5. EDGE OF SLAB/FACE OF WALL' 6. GLU-LAM BEAM 7, OVERHEAD DOOR OPENING B. 2 x 4 SUOPURLINS @ 2'-0" 0.C. 9. PURLIN PER FRAMING PLAN 10. 6" of 3/4" MINUS CRUSHED ROCK 11. ROOF INSULATION TYPICAL • • CilECKEt "OV: LA' 4 R8VISI"l" NS 7/1 0%s6 OEN. Rev. ttO Art NOT. TO RE - ROttlttrM'"i PEM1SS�ONSA CMt !Ifnlnt! !7M -IMI iinlnn II, I.5 11k 111 111111111'MIMI 0111111111141 nldntr ..11111.m nnhm mihm 111111,! .Il ,; ..f i... �' ".. 4 Pfvf. T`t•e+4`iv'' .tr,,Irl-+I�wp-A,,r�.v��F+ 414 s� ^`,7 vrwrv.w% �h< ••,,.,. u,, .,.. Y'. ['aLIL'j-UP 0461 ry -L.M„See . Frtiki PLAI4 Fe7I2._`512E5 5 N 11L?'UP c a0c.i2E.TE. WALL PAI`IEL Fog BETA L.5 5eE. PANE'- FIFA ATlo�ls 11,t" WALL - Fog„ DETAILS ' PAIJEI, r~L.VvATIaIJs MAuUw=aTur� waw I N S OR `25 . CSA f 1't: fs L 5TU D FI>�.MIIJ(a 16911 OG• 1/e15 •WT `F ''W/ L xlo"14, ,ep WELD” iJt G " 0.6. i F R `fd firv,1-1:errie,4 LE REVISIONS. 64/36 GEN. REV. WA, L GTIQN AT DOCK DOOR WALL SECTION AT DRIVE-IN DOOR $14":19-0* rNESE OMWINOSAft' nit pPOPEAb; melE (1Lf�g OIASSOCIAls4 PC SA ANO APE f i00E118OfSm. p�NttNY '►ONNES,f7I 1�1 iNf:' Pi% tENPiPMi►VSA-,. CM►!I!tl�Cillllllltlll�ItH !iNittN ittilitli ttitIill! It until!'twig FOOTING SCHEDULE: ENG? WIDTH DEPTH REINFORCING (S.) REEINFORCINO (W) ' REMARK co41.6" 10 go co co 10 gi3g LO La Ill . 1 11.0" (..,)#gb 41-z" 4.1-Z 1'. sin (V* 1-le.4 (N.* • 1V s, 8i n 414011 ' 11 1',61." (Gs)' ✓ x 41-04 x-411 4'-l�I1 II 0w (4) fk", xl- !©'i (to)t:'3 ri ,41.011co 1-(1; e,1 G> ,' 1..0" (5)#57'.sr ( )4,t4 k 4'..2y� cd441; 11.40 ep (2) *4 41,4r. -4" Mi111 1-0" (b)# It 41.9 (D) #':s rt4•,Cs" tee riSTAL !! 1(4246#.11A11.914 040", e-0" (!1)10, rt Gr=01' (II)*0 k4i=0" 1- ta' 11-‘," (12) * 6 r 444'1' €.•'-‘1' ,,,,,t,„ 111211131211 ,,..,. ...„,„ it '''' " (I) 14" tft 6104016 sli :I, gee: zetrom • ate" Tar Sk 14'04 001110t4 oles ... 1111111.11 EDGE OF SLAB/FACE Of WALL 2. CENTERLINE OF FOOTING 3. CONSTRUCTION JOIN`f 4. CONTROL JOINTS S. 5" CONCRETE SLAB RE11.!!c©KGED w/Z.1 WM'1 6. FILLER STRIP AT BUILDING PERIMETER 7. THICKENED SLAB EDGE POUR 8. 5at.ItTAKY 4`44 c,+,TT IF7vl.1 r,240"41 04 P® Prtrj`L „'1 Z2./� �Nli W(0'itt)dorrd'N tll VISIONS GEN. REV. KEYNOTES COLUMN GRID LINES wtu uruw rqs *n�E �'arte� kW. WYGNE 4°71 S'O' • u%O MIEO ■BEN% 'M o,OP qt001+ r+ OE�S,9Oil Of w!I ��F 1 1.BUILDING tO BE GROUP B DIVISION 2 OCCUPANCY 24 CONSTRUCTION TO BE TYPE v -N 3. Ek1T DOORS FOR OFFICE AREA TO BE LOCATED IN COMPLIAFCE WITH CODE REQUIREMENTS DURING TENANT IMPROVEMENT PHASE OF CONSTRUCTION ` 1. 'CENTERLINE OF COLUMN 2. EDGE OF SLAB 3. LINE OF PANEL ABOVE 4. DOWNSPOUT 5. 3U x 70 DOOR 6. ELECTRICAL ROOM 7. 90 x 100 OVERHEAD DOOR N. 100 x OVERHEAD DOOR 9. 10 CONC, SLAB REINFORCED 2.9 x 2.9 WWM 10. COLUMN 1S. a A (I11IO' tiYe,UNL1GS OTHE12Wt5N JO1t0 11. TRASH'DUMPSTER LOCKTlON 12. CENTERLINE OF PANEL JOINT 15. L'U , OF r u urte H ZA011-I r Aeov[: 19. CbLUMt4 7 . 'iw Ki x%" S, LULUt.1114 if: 8).8"+ k 16. Id x 2d TELEPHONE 'EQUIPMENT ROOK t.: tf.<V 1 SI, )NS GEN. REV. se „nA�v+uS ++ee 1H! Tr* t ;ucKu+ZIE,4ura a f�tkR!"t}i1tH 111111:1 IIIIIIR IUI I!l! atnhii; • ON ode" x31 1. 6GhLT-tJP ROOTING 2. PLYWOOD 3M 2 x 4 DOUGLAS FIR 01 SURPURLINS AT ON CENTER WITH F24N ,HANGERS 4 . ' '4 x 6 k" 1`• Top pi. ,.r -r(Pic,' L 5. 4 x 16 DOUGLAS FIRRf1 DENSE PURLINS AT81- ON CENTER WITH H6416 HANGERS 8. SCUPPER AND DOWNSPOUT LOCATIONS 7. ELEC#'P1 AL ROOM ROOF HATCH LOCATION LJNe. OF WiNt7OW WALL . iHP W 1-1e."1-€.0 l MGI WtSe i.L &) 10 5tt1P $4 1461-1 140446 wtlez- il. J 14."`1986' 4 HECKgb,bY• Lar *160048 :',L1:11 '411 (1a/86, d6N. REV. , KEYOTE5 COLUMN GRID LINES ..� ..... LAE Ott WHJpe9w WALL bee*/ REGION= e • 4" ON CENTER NORTH AND SOUTH Id p"6" ON CENTER EAST AND WEST REGION T 30d D 6" ON. CERTtR MOON 2 - 104 6w 01t CENTER REGI*+ ... fed ♦ IV Olt ;MINTO 104 • 4' ON CENTER OROS ORIOLI$ES 4 AND 8 NORTH AND SOUTH CM Isnl"10",ftn) ?thnI ttlli m mOMI ttttinit T�.S'^fi 11111101W AWN THESE ORUMN6S ARE THE PROT'fR1Y of MACRENLE45M0 i JASSOt:VATE9 PC 0E- SA1 AND ARE NOT 10 VIES. OR REPRO;: O7.SIRC .ANY M ANNE EXCEPT MAIN, fl# PR:OR T TEN PEAMMISS10$ M.SA 1�nhttr mWiti i !nihn tn!ittir nnem,milmbmilnn nninn • 1. -1�� Z F 21 -ar&wit 1 1 KEYNOTES C5 1. : 5. tEINFORCED CONCRETE SLAB 2. T.S. COLUMN SEE FLOOR PLAN FOR SIZE 3. "619i7z"1J4R.fi 5,. COLUMN 4. BUILT-UP ROOF 5. EDGE OF SLAB/FACE OF WALL 6. GLU-LAM BEAM.,,FRAMING PLAN FOR SIZE 7. OVERHEAD DOOR OPENING 8. 2 x 4 SUBPURLINS @ 2'-0" 0.C. 9. PURLIN PER FRAMING PLAN 10. 6" of 3/4" MINUS CRUSHED ROCK 11. 000FINSULATION TYPICAL 44 BUILDING SECTION 1/8't 1•— LEGEND 0 COLUMN GRID LINES t b KEYNOTES F -1,,rIATV �1- fir'. w�Pi� Hct 1 • • ' '9. r ilf� 13 rr J rAS BUILDING SECTION 1 /8': 1'—O' DRAWN BY FH LW GM SM • • oggimm AUG 21916 SimmOSIM THESE ORAWINOS ARE THE PROPERTY W SM5AAA))CKENZIE{SAITO & ASSOCIATES. PC ((N O JCEO IN ANY' ATNNOER EXCEPTT A TH T E PRIOR WRITTEN PERMISSION OF IMSA y¢. 6 CM11 1 1 14 1111 111111111 111111111 111/1111 111111111 111!1111 111111111 I111I11118 1111!1111 111111111 I�IMMO 11111IW 111111111 111111111 111111111 I "'�.�F' ^'Tw..:..h"vt-'»T< r*F' .R"�,n::.e• ,*w,F;' " � 7o•^Y.'ARrJ!"•.Tlw—"¢1849 "w.M+"'Kct?,!T'F%'tA7.rrq'T.;'N•#w�'sOT'f"'M'rf ;' ' . + ivr. or 9Zo ?ro -%,40170.44101t4 .'4 10141411430 '% r 'r'1,lvv ' £1)1211.-10r1 FINN moo a' I rrr t z ey ypt4P 4 ri 6(.01 0-9-U1.10 I' P� 4s2. ANIS �+---- 5Ke WALL f wCL,. \/ RJ f `7 1141610-4eSS THESE ORAWINGS ARE THE PROPERTY Of MAM.EN2;E;SAGO 5 A$SOOATES. P.O M: SA ANO ARE NOi- TO BE USED OR RTP )UCEO IN ANY MANNER ETf PT WITH THE PRIORWRITTEN PERMISSION Of M:SA SHEET GM ..��IIiE�/TfmilT+nf�Tn1►I► SECTION + T D " IVE-IN DOOR !, , WAL SECTION T NTRY SCALA $1414 1`�0* f � 1;1160 imhm nnlnm 111,1+n 'mint' mon mrinra att►l+tai r!trhrn indict! u!lhn+ !mhrn 5 SCAL0 3ci4 : t'•o' , • •-• • ,,..• .• • <7> BUILDING 4.2 FOUNDATION PLAN rstand that the Plan Check approvals are led to errors and omissions and approval of ns dOeS not authorize the violation of any • pted code Or ordinance. Receipt of tOraractor's copy Of approved plans acknowledged. ,...................._ 41-e 4'.e 11.0" (e)).,b .4te. (l,) it 6 (.42." ate l'. IV (6) • .b,1.-Eb" (6) * 6 *6'• to" col -04 11-4)" 4)$6 N &'" at OA # lb x 41-0P" tot4" (4441". it) -411 OX r -a" 0.011 e? * (4)*,. * &,. leo (6)45 ^ it -4!:, (2.) .4 lo,W. (e.)1ke, ot. 4'-4:44 (e))414 x b -f" ILO" *46 * 4,-eph (0) x.t...ti eta pew. me 0051511441./1014 t•t/ 401( 11-0 01) 10 ot &WO" 01)4 lb lik Cote ie' (441" 1Le ti -of e- 11-221 (ia)te* * 40410 et) lib* 604 6" mato x 40,40 el) it .- •Jm taLell t 'I :It ftl: ' g -brit. Awe pew L. --.).0 6,14 L. -1.4,444,014 ar.lai.r.‘,4*.kaa. 4.404t. t'e" 1..0 (2) 4 * cos.pr dit-deip 080^4. 20 60 .- I. , EDGE OF SLAB/FACE OF WALL 2. CENTERLINE OF FOOTING 3. CONSTRUCTION JOINT5 4. CONTROL JOINTS S. Sn.CONCRtTE SLAB RielfiliOlt CEP Witi *Val WW141. 6. FILLER STRIP AT BUILDING PERIMETER ?. INICKENED SLAB EDGE POUR 8. 541-111Alee SEWER owe 4"4:. cAsr 124,0 ftc.alilmapeo F.00. asucupt0 -116ZZ.PAt4iN6 c•cor-lrorpt•Jt•riinf iv C.Gr•JC. JUNE 14. 1986 MAdKENZIOSAITO Et ASSOCIATES, P.S. 4M ,AAVANOS Ant THE ROPER' of Pot SA010 II ASSOCIATES PC SAI AND AR( NOT To eif AtO OA Aire°. ILOCEOvh AN, mAte44 P EXCEPT von+ T* PPHOP feft,' If h PERENS9ON M SA 47A 1 Ampm4 .. 'rt. ItlYhtl 1. BUILDING 10 BE GROUP B DIVISION 2 OCCUPANCY 2. CONSTRUCTION TO BE TYPE v..N 3. EXIT DOORS FOR OFFICE AREA TO BE LOCATED IN COMPLIA!'CE NM CODE REQUIREMENTS DURING TENANT IMPROVEMENT P1ASE 'OF CONSTRUCTION KEYNOTES 1. CENTERLINE OF COLUMN 2. EDGE OF SLAB 3. LINE OF PANEL ABOVE 4. DOWNSPOUT 5. 30 x 70 DOOR 6. ELECTRICAL ROOM 7. 90 x'100 OVERHEAD'DOOR 8. 100 x ;i20 OVERHEAD DOOR 9. 5x CONC.SLAB REINFORCED 2.9 x 2.9 WW1 10. COLUMN ` 79. el 6A(.0" 1('1Yr!` UNLCG5 11. TRASH DUMPSTER LOCATION 12. CENTERLINE OF PANEL JOINT 15• ut.le OP PUTI.mke Ne21,440.1e AeovE' 14. w.UP41 ? 9. "1` A:?"x!14" coL 411 15. ld x 2d TELEPHONE _ EQUIPMENT ROOM` H.. Vit iAi EUCW STRIE wASNIN•GI1M c>ruWitidimlimlimtelit Ii pfl Iii1 «J!' m.lur..�e� "ii:11141fi? KEYNOTES 1. BUILT- P `f bFING 2. %Z� O►xJ lTC.� �31'RMi2 r ar�u .M 4a.I4 J r (`MILAN � PRuc Nt�U/ 3. 2 "x 4 'DOUGLAS FIR"01 ''SUGPIJR1INS' AT 2' �OhI bN C!NTCR' Witt F24N HANGERS, 5. 4 x, 16DOUGLAS FIR Ill 'DENSE PURLINS' AT `ON CENTER Ir'I `1H HB416' HANGERS 6. SCUPPER AND-DbiiNgtitiT LOCATIONS 1. E1 CCT ,CAL ROOM ROOr..HA1'CH "1"OCAtlON LINE 'GF i/h it' w,' WALL. '(EM e eLl: vV elifr')IJI. -orUefe.Jvle e ts) IC7. Sitoir 1,1 Wc::1.1 titweie. de44141821104 ..BRAWN BY FH LW GM SM E vISIONS .\7/10/85 GEN. REV. LEGEND KCVNO`CS OIMN Gl1D'LtNtS L;NE 44 W WALL. 6E1,GW 'REGION Ma 8d ° 0 4" ON tENI tR NORti AND &DO M Ad 6 6" ON tEN"i 9 tAS1' AND WEST REGION 1 ibd 0 G"" ON'OEN?ER REGION 2 ltid @ 6" ON CEN1R REGION 3 104 0 $ ON CINtE* lbd 0 4"ON CI�i'"R ALONG O E` DUNtS 4 A " DIC 19 1985 MACKENZIt/$AI'TO A ASSOCIATES, I.S. 'Of SE' ORAWINOS APE ,"TTit PROPER,. of MIIc N24E-S►ITC & ASSOCIATES PC IM SA) ANO ARE 7JCIDlNA HMANNIROT TOEF SCP REPRO «RbR W RI, If N of R 4cSSION Of M SA cm m,►►r nnlm►;Alm ►irlm► OIIIII►► 00100 101100 irnl:minnlm+ md►rri rmn 0 00 r i 00100 milnn 00100 1 ill11111111111111111111111111111111111K .111111111111111111111111111111111111111111111 1111111 KEYNOTES • CONCRETE PANELS PAINTED 2. U'O 4. 3. ALUMINUM WINDOW SYSTEM W/ INSULATED' GLASS REVEAL IN CONCRETE, 3/4" p(SEE DETAIL 11(.5 SHEET) • SCUPPER`AND 00WNSP6UT, PAINT TO MATCH BUILDING COLOR . 100,x '120 OVERHEAD'"DO'OR, PAINTED 1O MATCH BUILDINGCOLOR • q0 4i0 OVERHEAD DOOR, PAINTED 10 MATCH BUILDING COLOR • HOLLOWETAL` PERSONNEL ODOR PAINTED �TO MATCH BUILDING COLOR ▪ DOAK BUMPERS D. SfIEEL CORNER GUARD, PAINT 10 MA1CH BUILDING COLOR s. 1. 4er u' E. R00E' Eep WEST ELEVATION LEGEND CONCRETE; PANEL TYPE KEYNOTES rItESt ORANTNa$ ARE THE PROPERTY OF MACXENZIE,SAITO B ASSOCIATES. P C `M SA ANOO ARE NOT TO EIE EVSEO CR REPRO WRITTEN PERMISSION OF M SAH THE �,nniminn,►►nlnn ►:rlli►► ink ► 011110 ►►nhm nn Inn unlnn nnlnn nide nui n t t i►ilnlnnnin I IENGT WIDTH bEPTH REINFORCING (0.) REINFORCING (W)' REMARKS KEYNOTES I. EDGE OF SLAB/FACE OF WALL ,CENtERLINE'OF FOOTING 3'. CONSThCtION J NT 4. CONTROLJOIN tS 6. 4"1CONCR4TE SLAB. 'REINFORCED 2.9 249 6. PILLER STRIP ATBUILDING PERIMETER 7.EDGE `Pb'U GDNG.11CKENED Rs TTi SLAB NI0E4 WA1.R6 at.. ' KEYNOTES. £OLUNN GRID LINES' C3r60111.164 moms J I rAIt' ' 62WE . = GO Lime taus `s it°`a FI grp ,;44 7.0tEolt RF VISIQNS 4 "t" &7/19/815 GEN. REV. 7/81486 l,4Jz817/95 :✓2!85 R4.t Itv V Wauf., 77.• Pring 1AN `t a: 1986 MACKENZIE/SAITO & ASSOCIATES. P.S. � Ciiiitr+r i1,41111 nnlnnAuilm► nninn 111111111 111111111 111111111 Ilnlnil nnlr 11111 II Int In HAM nnlnn Wolin —_ �..� h�iX. ) '�. xnh =. ✓:'F�& nr .. .:'�:�" f..`.. ...._ti '.I��;`.'.}�i�'''• .r �r RI V&)Nt, &17/10/86 SEN. REV. m 77/81/85 L iq 23/&S e14, REQ/. 411/2o/ 4 E Printed JAN 1'196 MACKE(4ZIE;/SAf O ASSOCIATES, I.S. nnlnn ►uilnn mhilt Irttioni nnhm nnhni nu!'rrii itiii riutuii r uliiii nrrhm rurinn whit .�. ..3 lr�n M' ,... p..i f'�i�'�. *., r ''�Y4. •; �. M�aV ,'^lh�. .rx a •'r/�. w+: Y�'..,.. 'rive rt, e coal2!'-4" T/F*M 11-w T/tai. Ieto m 1/9..i 141 "- 1/e3M lot 34 T/fes. T/6,14 ht'- 3" 1111111111111LA., v�+18 � 0 - 111MO). *•-r 2 d f' rirAto diglirg II It 40011111111110111 uuuuuuuuuuuueuuuuneuuuuuuu II 1111111111111111111111 1011111001114111111111104 MOO 110111111111 1110110111111111011111811 11111111110110111111111111 uuuuuuuuuuuu uuuuuuSoouuuuui 4bPnwoKl4L. T/bM.?J•OH 1111811 uaurmnJ uuuuuuuuui fi" I 1/6K 2r to 1/61 21:41, REGION 3 REGION 2 REGION 1 ROOF NAILING SCHEDULE REGION I= A ‘116kG1aIeK +A'I.Tvlwr a aAF441144401 6,0U1J1230JE5 t4 6O.ttlUUOU6 0141.112. ePcse5. ad + to 40.6 I,h a.M.i"iilJuoug..# w°24.nl6L tJ +fit. r REGION 1 8d Al' 6" ON CENTER REGIt N 2 AS 8d Al' 4," ON CENTER REGION 3 8d AT 6" ON CENTER KEYNOTES 4328\R1GISIER.0 t;' VEUCE+I SWF 1`IASHINGTON 1. BUILT-UP ROOFING • 2. it'OKIEI.ITI0 4211°).4Wt2 MAwUis 1510ttua M!LI.rJ AH ON CENTER WITH F24N HANGERS • IT JUNE 14. 3. 2 x 4 DOUGLAS FIR 01 s 1986 tiRPORLINSAT 2'''O 4. ` SICfsW/Et' I'LJILLN DRAWN BY • FR LW dM 8M 5. 4 x 16 DOUGLAS FIR #1 DENSE PURLINS AT $E-0" ON CENTER WITH 118436 HANGERS e.A. eAt7(tJ1.1LE." t' OrtigW ) CHECKEDB' " 6. SCUPPER AND DOWNSPOUT LOCA'T'IONS 7. •ELECTRICAL' RO6M ROOF 11di'CN'LOCAfION 6 51IMF'Sd1.1 14G-1.1 r -411.164S 4414 Pe41`101.1,REVISIONS '1' 1.,1 1 DN NG7-&NIfJlaE t.1JNec.T IJ 7/10/86 GEN. REV: to. 4 %Ire ►.i::uat.Arim 41 j 7181188 12. (2),51Mr5o1.1 Npp, ® 8/7/86 15, (Z151Mtt% t•101Iln a '4F i caTAIt- �r 7 14 ft si i't.- '4 N 12 A 9 /23/8s It 4,t4t r'L,enr r4.404: JNv1 /20; /1645 ' e1-4. R 1(1 204 8514941.111 Q O • ac.. (few) 1'l. r.ivoIIts pun!µ ciuq 8E-0 27. C. FeOM 1> Waal... RECEIVED CITY dE TUKW1tA I e>. 44' * g' sti Vel-tr..) -11 12,1AL - " Sttr> . (1Y10) JAN 151986 WILDING DEPt' 'HESE DRAWINGS AAE THE PROPERTY OF MACKEHZIE•SAITO 6 ASSOCIATES PC 114SA) AND ARE NOT TO se HMO OA REPRO PRRIEDIORWRTTIE PERU SSIEON OP M SH AEHE Printed ,JAN 1.1:1986 !,AACKENZIEJSAITOO e ASSOCIATES, JOB NO. "+T)I"+r nniEm nni)nI Elnlmi ntdnsr!Inrh s r10101,III►IIItt II�Ihliittnrlln i 411,1 Mil III II'SII!I .II!!!Ill (10):. a see "�1t tYh' ,rFdiiil 4 t •NA,' NG?U. 1 LTOT WIDTH DEPTH REINFORCING (L) REINFORCING (W) REMARKS 41-00 (6)iPt5 t'44 c0)+ (5) +5 x T'• " (2.) +4 47141°. (b)4'' (b)Plbxf.b" 1. EDGE OF SLAB/FACE OF WALL 2. CENTERLINE` OF FOOTING 3. CONSTRUCTION JOINTS 4. CONTROL JBINIS 5. & CONCRETE SLAB : Re+IIJP'ortt.Rc' WZ'q,. Eq WWM. 6. FILLER STRIP AT BUILDINGPERIMETER 7. THICKENED SLAB EDGE POUR D. 5AI-H Are.f sEWEA LINE 4"4) CAer IIee0IJ 4. POIOrINcr"4. POF rourul' E= r1ozzAmit4 e.otJGr Rt.r 10. E:VNG Itivrait4I 14 .44.6 %a. (b)*M *i.t>'' RECEIVED CITY OF tUKWris JAN 151986 DUILDINN3 DEPT. RE VISIONS A7/10/85 OEN. REV. ® 8/7/85 10-1 I- A 10-28-ef.� -t,ESf OMAMINOS UIE INE 010VEgt, OP MP.ChENflE SAITO { ASSOCA L PC M' SA) AND ME NOT TO * U9f_ 0 QA gi ict • Y/IMA F Pill asok AOFItW SA T>,E TAM,. 20 440 HW1.199G IAACdKEN4iLiGAIT O AysOCIATES, I7.4 but mti►nI 11111111 nrtimibmhm I!rllun it.hitt nnhnt trtthlItttttltr;tlnnhutnnirrct�mll'nr nlll tit t -r 1.5'-(2%a"' "“' o";,rmIEnllnnhm nnimi n►din mllnn Indlnl Inthni nni► Il nnitl i nnlnn Ilnlim 11111111 pan. we Ido w•..,. w.. ...A 2. CONCRETE PANELS PAINYED 2.FJdr .0'.p 3. ALUMINUM WINDOW SYSTEM W/ JI4S8LATED GLASS. 4. REVEAL IN CONCRETE, 3/4" A. Lr C IMI.6�.._ 1(1$ SHEET' 6. SCUPPER ANDDOWNSPOUT, PAIN1 TO MATCH `I BUILDING COLOR 6. 100 x 1t0 OVERHEAT} DOOR, PAINTED TO MATCH BUILDING COLOR 7. 410 W100 OVERHEAD DOOR, PAINTED TO MATCH BUILDING COLOR 8. HOLLOW METAL PERSONNEL DOOR PAINTED 10 MATCH BUILDING COLOR 9. 00 K BUMPERS 10. STEEL CORNER GUARD, PAINT TO MATCH BUILDING COLOR 11. ,r-Jel7�ep 12. ROOF LINE I' l'4'4.'";;1.'il'Cii".1 I DAZE JUNE 14. 1985 OONCRE76 PANEL: TYPE PANEL REVEAL DETAIL REVISIONS' L7/10/85 GEN. REV. ZIA SEPT. 17 11385 2%8s A 1.0/II/e s PANEI, e\/. 10/28-85 ' 112c4c x.11 rJl� Wnu.. THESE DRAWINGS ARE THE PROPERTY OF MA)CAL I, & ASSOCIATES PC ' FIO- OUMO N ANY MANNER. EXCEPT WIT i THE PRIOR WRITTEN PERMISSION OF M, SA SHEET LAN t ! 1986 MACKENZI�aAtTO C: ASSOCIATES, P.I r, rt.;.u, W.m� .�ma.r,�.+.r.twa.Yrrlrcv eiilm1'i.iItr, HI!lnn nninn nnhn► nnlmt, nnhln nrrfnn mllnlr nnlnn mllnn Wallin nultin nllhm'whin I 'x�±lr•wa^� r�t�a�`:ti.-"� �aita[stafCq�,s�Saim5�rs+s ,n�°��e^r��nraa 1, 6' IiEINF0RCED CONCRETE SLAB 2. f..S. COLUMN SEE FLOOR' PLAT tOR SIZE ' 3. x x ''4'""t : OtU 4, BUILT-UP ROOF 5. EDGE OF SLAB/FACE OF WALL 4, GLU•LAM BEAM.,,; ! ,,,gl, j'x FOR SIZE 7. OVERHEAD DOOR OPENING 8. 2 x 4 SUBPURLINS 0 21.0" 0.C. 9. PURLIN PSR FRAMING PLAN 10. k' CRU4r►-�IE=L� 41.-04INSULATION TYPICAI. COLUMN GRID UNE8 emomat - vomoota - y BUILDING SECTION 0,41F JUNE 14, 1888 REG13lkItti:.. H. tl' 'AM*, DRAWN BY FN LW GM 8M THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE/SAITO B ASSOCIATES. PC.A1 SA ANO EY MAP: t TO 9E USEOT OR REPPO PRIOR -WRIT TEN PE SSION OF SA FIE Printed JAN i . 1986 MACKENZI8MAI O : ASSOClAfittl, CtRTlfllll nnh�nnndnr+ milmi !Henn nHhm HHhtH nHIHH n++hm.nnitrt 111111111 I!HI! 1 IIIIIIIIIII!'tlttsr uninil ,,�� v...,. ;':� X04 ..� P" .. '�,�^!..k � x�-•rte 9"' � .�:r e �' �.... �.w%r:,. ','.� ., .. . -$1.11L.T' L R 1145? 1,)11.104 ,1-11-1 (4 F INI CMtInmint t11111R1 p thin mtIIIII mihtli ±It imi Ittilw! HAI) t ttllInll!MI1111111 +, 1111Flori WEST ELEVATION 1/18`: 1''•0' KEYNOTES 1. CONCRETE PANELS PAINTED 2. PREMANUFACTURED'PANEL5 3. ALUMINUM WINDOW SYSTEM W/ INSULATED GLASS 4. REVEAL IN CONCRETE, . "3/4"16EE pETallh 'x!•113 514EL1) 5. SCUPPER AND'DOWNSPOUT, PAINT TO MATCH BUILDING COLOR 5 M10 x ATCH IO'0VERHEAD DOOR, PAINTED TO BODING7. .41O x IVO OVERHEAD DOOR, PAINTED 'TO MATCH 'B11ILb1NG COLOR 8. HOLLOWETAL PERSONNEL DOOR PAINTED TO MATCH BUILDING COLOR 9. DOCK BUMPERS 10. STEEL CORNER GUARD, 'PAINT TO MATCH BUILDING COLOR 11. '*11 MET/L. - t ly/GTI�'AVE:L. e3rce • 12.' P6OF LINE LEGEND .t:.:N r}GE1E¢�EfjJ. •4... f. idlar.�3TL( AFI CONCRETE PANEL TYPE EAST ELEVATION REVISIONS U7/10/85 GEN. REV. Q 9 /23/Ss G J. 12EV1 .\ a/z0/e ' I •Ii.$6 FFt 4r&U +'i, a ave.KALL. W port ELS+J" Nola' rook I h1L EL. FoArleL.., LS• ii ALE 1•`s1• -O'' l untlersiat fhb Plan Chick approvals are Ste' and omisslons and approval O p. `its eces r1Ot wtt O it2+ thb VWOlatk.i Of any .‘top.,-. code Or Ordnance. Receipt at contraeltr" copy th Ions THESE OPAW:NGS ARE THE PROPERTY OE MACKENZIE+SAITO & ASSOCIATES P CAM SA AMO ARE NOT TO OE USED OR RE WON ANY MANNER. EXCEPT MOP WRITTEN PERMISSION OF SAN THE SHEET c""lrn a�;�;,�► OMO 1o,;h::1 nn!mi n�ih►n 111111M 11110111 11�I�Im 1.1.1111,1„1..1.::11,11,11211 r1111111111111111!nllnn,uninil �. ,. +.,. F' r- 1-'/PwrErI4.10 5I-oIt4e0RI140 *r14004 o PRI'Gt-Ifr1' CUT Ie L SATe ) T ST g.e r $TA, 1+ 55 G�.lnr c' JT IS it:x ^ATF/ i> 2 E F T 5,—A. 1 4- '5 , BLDG. #1 KEY PLAN KEYNOTE 1. MATCHLINF.'' 2. CENTERLINE SOF DRIVE 3. EDGE OF BUILDING 4. EXTRUDED' CURB, SEE DETAIL 3/412 5. LANDSCAPE ISLAND 6. TRASH ENCtOSII'RE It, 7. CONCRETE WALK. SEE DETAIL1/SD 8. HANDICAPOJ"ACEING STALL WITH �` !7` 9. DRIVJWAY CURB CUT, SEE pi -L. 3/2; •%y y�t�rr; 21 OF Z djfhIDE: FA B111t-C?i" ,;,-jGe,; G$` "re.C.,"iii j KEYNOTE PROPERTY LINE MATCH LINE DRIVE-IN DOOR DOCK -HIGH DOOR JUNE 14, 1985 ore, ,y-4'.�,,;,i,�..Z �i 0,+; 1P'r4ii~sh e4e*OF101p . MATCHI. t NE :I EEN"I'E"RL%INE OF DRIVE SEDGE "OF BtflLB1aNG EXX1 R06e0' C1IRB, SEE DETAIL 3'/m l'A'NCSCAPE ISLAND TRhASH E`NEL'bSU'RE COEf'CRE1E"1NA1.K. SEE111fL C! HA'tTDI'C`AP 04R ING'"STALL.,„w1TH Gk -m ACCEs's WADJAC” NT 4tRIVEWAY CUURB;°CUT0 ,EE ..it,, 2G- Ir v i11 -16a 14 e./. ,t,I i7r= DEVELOPED AREA(°APPROX'. 0'11.131)4G AR''EA P A RTI NG STANDARD STALL COMPACT STALL HAnND`) 6°APOtt) TOT 1'L PARI 1 NG L''AfNb'SC'A'"PED 'AREA ('AQPP"kOX. ) x211 ; 08$1`S . Fi• 0,775 93 ` sPAC'ES 68`'SP'ACES r." 2 .SPACES 6 y SPAcES 75 KEYNOTE PRO'°14ERTY ^ 1I MATCH LINE DR1'11.1"0:46R OR DOC K'ERtti�b bR wr�rrr�.rraEaignirrla\ ft,Eit O4i71TATNQS•A11E TM OTT (� SA LAW AftiTOT TO TA ?POI, *MITE N KIWISS#001010 SA CiTTNIITTTOT ITT i,r,i TOTTI,$it OTT/nn 1111111 IT I Artrrlrm min mai rtiyrhill noMtt miin int !In trnllnl nrilriii ''C$ AiIr. ! KEY, PLAN GENERAL NOTES 1. NEW GRADE CONTOURS REFLECT FINISH GRADES AT PAVING SIDEWALKS OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. ROUGH GRADING TO ALLOW FOR '}'G -I- r+Y.r, >tpvr, iv,1t7 zip ASPHALTIC CONCRETE AT PAVED AREAS, 6" TOPSOIL AT LANDSCAPED AREAS. /.r`_ 2. ALA_ Cc_,r..:c> .M Tr, Awr '.l~'EGIf-i! E.xl5riNic( EROSSOh.i Ct?!•iTfzOL POiJr7 4 r= IELD IL1LET SEE 51-1EET i /Z�s N • a N U o. 4-,o c U Q. 0 E O o. E U o a) cc `o ,� al 0 (15 CO H pRAINAG,E DITCH PER EROSIQa CONTROL PLAN SHAPE W/ SINES SLOPED 2,1 1. Contractor i verify aric c:rex•+s'.in7 condi limns and notify rn,.;,ineer Lan; discrepancies prior tt, start of ro'r- 2. Fill soil shall be. clean` and' or sarin and' gravel with nct rnore than "5': passinq,�acbtg' ' OO sieve. 3. Strip all areas to receive a fill of` less than ,i" of topsoil, roots and organic n'aterial. Top3oi1.to remain in all areas e i I l r�' deep and 'greater. 1Mmediatel after stripp`inq'topsoi1, place a minimum of 12 loose thickness' of fill material and compact to spec rfi`ed density. All s'ubseouent fill shall be placed typical ly"in maximum 8" thick Toose lifts and eompacted,,to 95: f "maximum dry density based on AST 0-1557 All fill 'shall be placedby ptithing end driiiped'fill '"material onto. the :site' with `tracked eauipment. ..i,l 'excavat icr shall be accomplished wide tracked bs(lldozing equipment, All areas of excavation sha11'be over excavated 1'-0 and.''back' filled hith of clean specified 'fill material. 6. Cfintrattor shall not 'O'Derate equi;ment on the exposed striooed 'or'excaEated"rative soil a unticel .the ''initial 1 c'` fill cry ' •s ,^ d ?. r v� 7 :, :' )<>i% l C'i?F, ArL EAS /•l. :i RFC>'1:1i7; 1t .r t?.le. OO 2 OOO C r !'�tJILC7IA. G 3 2 ciOO C DAZeZd- 1135 DRAWN BY k -ed � Na rs5 ►�� r(r✓at u33 - CL t roce;-b VlCi Covititf 0A , , r ZOYI °V r d i r ���I�Gi -or the-fflir� "fie , New Grades Existl(ng Grades i Area of Fill Revision 2 REVISIONS FILLC'CITY LIG.aT E.AScMEK, /3, GZADI FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plum does not authorize the violatic i of any doped code or ordinance. Receipt of contractor's copy of appr•.ved) fans ackged. _1 .1 _, •• . , .1 •., 1 (� ' a al • 1 : SHEE T CITY OF TUKWILA APPROVED MAY 2 ;1986 AS NOTED ILDTN J IVI JOB NO 384421 Printed APR 2 91988 MAOKENZIE/SAITO & ASSOCIATES, P.S. 1111 5, lit ii l 11l 16611 !Inn 111111111 111111111 111111111 111111111 111111111 11111111i 111111111 114111 111111111 111111111 111111111 11 11111111 111111111 • rir ARe,UND Flea,� R iN 4.EcT OF -TAIL z/�r SIMt The King County Conservation District shall be notified at least 24 , hot+rd prior to construction starf'ip Wherepossible "maihta"in" natural'vegctation fo: silt control. Clearing limits shall` be -flagged ln field prior to initiating. clearing activities. Provide and maintain"temporary sediment collection facilities to 'insure sediment'laden water does not enter the natural drainageway system. These facilities""must be in "operation g g and satisfactor.— and the Potential for 'onsite erosion•has asseing arecomple�te�i prior'to Clearing and buildfn cnstruotfon, a it maintained until construction andlandsca po p d. Ponds and 'ditches shall'te constructed ,in accordance with the details on sheet -1. Ponds and ditch locations';' may be moved to suit field conditions subject to approval lay the engineer and the King County Conservation`!Di"strict. All ponds and ditches'androther erosion-sedimentation'faci]i- shall ' be maintained in'good wo:•kiug condition throu'h- outsCOnst ruc t'i'on . vTU 31 1Ca 12' PIPE --� "1.E" TQMPORARY CONNECTIOIU To exI'aTINC4 6TuB TEMPORARY TLP OU`T'LET/ .3 rDIU IEIJT,4TION POKJ D DATE LEGEND 'thThehe sittati on'control systems depicted on his drawing are Meet' minimum King County Conservation'bistrict • y `sonal. 'conditions dictate, more siltatibnscontrolexpected facilities may be required to insure complete siltation Conttol"On the proposed plat. Therefore,' during the' Course"bf construction it shall be the—obligation of the developer to address any new conditions that taay be' ^t-4;.ed by his "activities anal t T provide additional facilities, over and above Minimum re- `qu'irements, as may be needed. . snail maintain sediment barrier duringantr Cntil ea r et`ion of period'Of cbnstruotioh Making` any Until ooiri�le 'repairs required to maintain barrier in proper operatibn. EVIsooNS diT�k+ �arAlia SHOW ARE%►NI MV DITCH RHAS . t 4-Z4- $ r5 :: 1 Nt$t ' 0�*••N OC •111 TM! ',nos., AT • 0/ of NO, ,Nt ttiNO ,Nt1 C P0nK00 FI •N0 •11t NOT •0 •t •t a OuttO ... •.•• ...tNtN t1Cat'T ♦•TM .'.t •t,•TIN •t4•..o, 1.016 0I -1, h cMlfrni�ntlllt HHUhar intim mtlen nnlrni'Wm r tmlmlt nnlmr nth t n ds't tnii i nnhtn nnlmn Holm, 1 irrigation plan BLDG. *2 KEY PLAN FIN. FLOOR ' 7.00 GENERAL NOTES 1. The King County Conservation District shall be notified at least 24 hottrs prior to construction start -IT 2. Where possible maintain natural vegetation fo- silt control. Clearing limits shall be flagged in field prior to initiating clearing activities. 3. Provide and maintain temporary sediment collection facilities to insure sediment laden water does not enter the natural drainageway system. These facilities must be in operation prior to clearing and building construction, and satisfactor- ily maintained until construction and landscaping are complfted and the potential for onsite erosion has passed. 4. Ponds and ditches shall be constructed in accordance with the details on sheet. Ponds and ditch locations may be moved to suit field coriiffEions subject to approval by the enginee and the King County Conservation District. 5. All ponds and ditches and other erOsion-sedimentation facili- ties shall be maintained in good working condition through- out construction. 6. Once work has stopped in any area stripped Of vegetation ane having a potential erosion problem, it munt be stabilized by seeding or other erosion coirltrol treatment. Once grading is completed and construction allows, all disturbed areas shall be seeded during the period April 1 - October 1. The following mixture shall be Jsed: Perennial Rye at 80 lbs/Acre White Clover at 20 lbs/Acre Sites which cannot be seeded during the spring and fall dates should be adequately protected until the next seeding periods via mulching. 7. The siltation control systems depicted on this drawing are such as to meet minimum King County Conservation District requirements. As construction progresses and expected sea- sonal conditions dictate, more siltation control facilities may be required to insure complete siltation control on the proposed plat. Therefore, during the course of construction it shall be the obligation of the developer to address any new conditions that may be created by his activities ani t*% provide additional facilities, over and, above Minimum re- quirements, as may be needed. 8. Contrattor shall maintain sediment barrier during and until coMpletion of period of construction making ahy repairs required to maintain barrier in proper opel*Ation. MACKEN ASSOCIATia KAISER DEVELOPMENT COMPANY APRIL 24, 1985 OF MACKENZ.E ON Or PPE 384421 fill plan