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I a I.o' AFF i' vp ,n T 0 t- L. 11 8 !A r. (�! I a• a S'.l:' ,� a 4 R FZ'/tX 4 S>~4 u N tv . )� ►►1 F� D _ I� _ IG�L!t641 3� �� U 3 3_. N 3 \ti .�0' �J 1} nFN �I i -' v, I'/t. HAIN�12Alw D c N d l ,I., 1 I H" I JQ 'P add,v �2 - < J' n, /� V) G 6E—�� D:SGNAk1'jE T - �� 1/ ._ I I n !11 "' • • ' r�� IJ/SI'�LASH bLC! _ , ID Ib .-0 I -+ , b L , �,� - ale( ,Q� n 3 tJ V3+k +M ' 31 0„ L • � 6. 1 •E' B 4!i I 24•lam' i 1 3 e•-l ov4• �1'a' St-/ ' '+ U� y� "1 _ )2�L''CakUVUiK,' IE:7Ai Ft- AP I I �G tr1 ►r� I Ir �I "•71 tz��o1 01D C At'c. i _SIL" d t.a � � >E.t � J_ -•1-- 1�-_ o .>t h � t t I I � I < � 1� � zi.°tib 'ti � Q 0 �._._._.._______.r. �`- - BUMRFLY CONTMDL14ALYI- dy + I IL.d�X� A q C I}AL 4%.CAG ''� ,� VI/C+I'INSILLI 14Lr•Oc "�N I L • < cJ col.f t , �rr5u z 9 41 usza 4i� `� /;�� AN �.� A� Hl UF�AULIC__ Y51 EM E To N N low ...�...._ �` 4 2 4 �tL �IQNtT(itZ SWITCH. ( !' 1 J, l w N W _ _-- 0 6 I LCA .� ! ! a ei Iia,: 4•l0� �' D4, ' J rAUXILIARY REMOTE AREA r� FWALL X k W K alk 1 -'t - RETAIL AREA A l m 0 '--�, 5 •t - + O - dv l9 a ►? .t,"t ,. �� 6�- , </� { ..a u " I �, ^' HYDRAULIC SY•S�E�+t 7777° -- •— e U 7•rFty�„E. I JI ati _ b' ( �J A J LL THIS RUft.DINo IS PROTECTED +�”I"LL&,AiF I fn\ Q` C� 1. ✓ t t A I ri. , 6 _ BY A HYDRA:,UCALY DESIONED i(I .s nra �J ^•jam I ..J•••+i \ �rK` +a /r, (Y, U1TOkNTIC SPRINKLER SYSTEM t "...'""'•"" -- yM y� SL 4e CNGRALJtF J 1 I �f -1 M\ r A - . Zr_ ► -UFLI(aH1 `FkINKt.tk(s4u, LLAT ( IN) I�cwna+ RETA,REA-R.A (tll 1 V YP9 t 1 ' I'/4 I'/4 I'/ ly\.N V 10 AS1/I F' RI QLJIkEL) tel/ c r? SF x of-) , (; - T(o- "' ti �- 110 OF 5 1411LERS - ® y .p alf►h NfMc t, .10 'I •L) 710 o,ror ' Z �1 (� E PAN) 1 .Ir/ , .; .�.,�_�f r..�IZS 149 _A , �, I -• 11:4 `v� �.� GENERAL BASIS Of` O , r f �� I t' A(ZF1 0VE1,.' Gk aRIkNCN LIWE S Y�M B 0 S `�°" • ... r�< 1 i1°4 A s UOTFD DE rev C O.I V 9P^/M t1 �1 ni: .339444 — —_ N I • - DN 1 10 IxYzRC(olZr' 1 OL DIMENSJONS: OF A' " Sb"ELL of ols�IARGE .. �Vd1111•f:� �! CONTROL wM ;arGJr�JA n v ,1� ( 1 I I DJ D SYSTEM DEMAND. �1�' I Q - UPI/z" 1t)51vkR. • F x (ARRC WE� GPM DISCHARGE :'.:. (- i3 I I � Z4 VOL Ek.Z1.1!,d.. F)E.l t.-- 0 - U P /z"(5gii)X0w KTV 90 E or QC " R�low. Pac suRE 1- 0 EWE OF RISER r__•___ 1 ..� .� _D L_ TAIL l T14•. •ht�I - I Gw' '�%` ",', - 13.19 _ C)n 14ALL IN�t _ MOETI 9'-I'/4" 7Y4' L - IL H - -. k Q _ / )) /� WALL 1 ''N t- ''ry - 4' {� 1 N N M E R 5' s C� 'c r*0 N ::era ?..._.•_._t. I..~- «-V re'Q ,1 U.O.NJ. Z-0(TOE) PL OkN A.ee• - .� /Z • r, ti� Q x .yw (A` d U,o. / - I0 -I,F ELEVATION_ 10 �'0 AFF rte, r-I x'h.R•G. _ I 8Vu; O-J .8VA(7Z.) F-1u.CL IL . -- - W N M R FINISH DROP MAIN R BER " - wELD'o OUTLET 1r �• a GROOVED OuTLE' 'O�RaT PIPE STAM0 `f' c�� , RO �-MAIN/'-INE OC°If [� E T A i ' 2 �� ' G ud: END rfvD J (_ ` PIECE NO fiEP .R 'AAE DUI' t ____ _ •- - :"an•).scRB:w•G aunET - H L ` � L A� L. �O SHOOT NTS ----___ — 4— -- _..._ , �--' T _ --._ .. I , "5 S.W. CASCADE BLVD, ��rJRTAAIt CONTRACT HESPONSIISILITIES SPHINKLERS _ _ ON PLAN p aes llrftM to Y O ►t«l/t ,:CMdtltOr't a ry,VrfPr , r t V "_' . - -- - _- SNM L1 S ABBgFYIA!i :•,5 AN Wf[. ` 7 ._....._...,......r._«.- FOREMAN NOTE ^g f nth s rr0(N• -; cF r PF. ORIF ll ', SH Ln': IPv _ S_VMB aTV c• o I r, - --�� 2�; l ' ;:u f F u '. 1 I 11 � --""""�- HPECIAI. REOUIHEMENTB 1 `: u i:' I�,I ® Hvdrlulrc RNorin P .n {k}Gate Vllve NAS IGVI v Foe Wpt Conn ISfeewlrU IF[KI t6 proo'de IrtM thtbv000ll frPf P,00 tUt'nM+N Sr11PM,1 often o+' --. _._. __.___ J'1 i, / r 1/ N//� IGU •10 Lin•ONS nn,on r BUB Beacon o,B"•,•. �' ANY DESIGN CHANGES OR ADDITIONAL MATER:AL �_ aK __. o Ob os a Gn.vu .lose .� vo„Ine,rr,o,v", •,v,v, Il . Et VKLER PLAN T___-_, 1q� IfKN)lkt+•1►+p rhY O••�dMu/IT Mv(d 4fhH trYN of r1lvlTf CI#Ifrpfl,r ," 1 VNCJ r'.!� F N p.'C.I N -_✓ F�' I) y1;' Zt 4 T• N A •'8' of Pio•Billow Bolton,or Cock r1ovf SvvAch IFSI 'S" F,,.Hrdtlnt a Warl ROD agnan n•wN (�Df1f111� ., J ----_• kr:QUIRED FOR THIS PROJECT MUST BE CLEARED - _ R� BOP Bottom a, I ��_` vIW�I�! - +STEM OfSh;ftDATA "'if1' AOT 'i to fP'.fttMtf 1'PffFr.4 •'llnl i --,.._., -L __ _ �� of P,qf Above qr' Plrn! MOn�tnr SW,ICh Th,uft SIO[k r. - `' - U UOf:IF51K rtLl 'A' I ' I NiZ 1Yx�(aECp1�11Q. DO mono 'I N •nr1 ry,.•t „� a,K, ,� r _.-_ -- _ _,_ I� U GALVMN12Ed O'IpE AND ORDERED THRU TEE ENGINEERING DF;fiT. / " A M•�n DN,1nar,,n ,� Bunw,nr voce -L I(lv Gate Sech n •+v Ifar wfw �.."D.-At, A,JAr E t•t•T•� .••f, ---' -/w Ea,thgvakf�'7r a,,l I•4 Wer Als,-Valve IALVI -,to,Hold"ov aa, V t+q •rtd itN M/pf 1r.Of, 'SM NNMq Klt,On ,."•, ,.., � ave Avv �ALSION -- l C� N + a ly lI e t '«+1 w nwtr for Gr,rors" r F '« P. ,rec t•va 5r ttefnt _ 1 ✓ U 804EDLILE 40 Cl GALAN11EI7 Flt Hubs ('(INTACT: :Jf I U k A L1 P H A N " • I - .:� MAIL fIr1Q,o+ t1 wtMadNr1l1 tr*d ,t !»af(g0 udxrn tnP er1,�" ----_.-__ ._._-..._....._ � a N,oM . ---- - '-" . v J r(, _-.___- a, k0. f4,:h�c Bel, � F,r"Now MNmbf 1 NI$L HQ' r41+ ' Q taAfA .. �:"` - r IN nofNl T t Ic 5 `; A7 A • "; f - ----- - -- -•♦• umm� td Prole,Motor Gong(*MCI -1 Intplclo.t Test NTS Noe,•e, of • et �C a7 r•=. T t .afldrtM,p1 tlhyf f►1f k�fflll 1M• /HWn,W f6 GFhg vWr teryultt e ___.. --_._._ - _-_✓ -_--___. FP20IF3 -•a Scrtvwd Cap -C. Welt,Check VUre PRV P.ra., , t,. . . L ALLs•f flM - _ '•- __...__ („oo-ed Couolln IO CI Hlr•en CfaMa•^•rs tAMt he trrltM NN tPw.r•t Arad YvnfidPnt,n - -_ _.__. _._.... _. __._.__ [7 EI('1#[7U..E BO Q GALVANItfV MAIFHfte PHONE: (rf'03�22 3- I orf• 2� -4 Grooved Cast fi.} .w,ne Check Valve --�- Fleng•d C.'OnrNCf on CI q,l+ fr,Mf 4t.. � _ ,I,MFk_ tits -:•►�• •� Kw• "Is f�•flyciMyr of `TNR dta'ek"n9 Of &IV PM' th6,pof 1tt SI. ♦ .•.,.. •Q Scraved Plug ® SvrUm p,ter -+- Globe Volvo Sp S M r A SVq,• w..Nv• •t?h t•'•• •,f•S, of w►hgpf teq w,rltlM C,w1wit Of (,FPS ♦ -.. ------." -- -- ------ --- - - •IO•edleL EI•rlhon Chanpe.,•some P� Fvr Deal Cann Istandoldl IFOCI An •Volvo TOB foo or H. - ' _ t I CT F.M MATERIAL d rPECI Il fiT.Illba -T IP op Too or I' ` •, war c _ eve a - C1r •" (not th ru hoo,l r„t 171p1 Conn 1 I hl IF --.-.-..--_ ___ y II F u/ oe! o,v P,w va re Tos Tap of _ - ',4';i F;' ✓U 1 ...1 1UTAL 1H155HE i UON Unesrc ____ i' i•: T>r r ., 3 4 5 6 7' g 9 10 t� JAN 0 3 1995 MICROFILMED IIIII � VIII I IIIIIII IIIII � I � III I I � III I VIII I VIII I IIIIIII I � IIIIillll IIWI!- GIAN 4 MADE IN CHINA Ill 1 16' ' I � i v -- - —-- t? t'. f +1�4fM A •� ( A woo M r- B p r. n 4C 4rrtlft :e.:fr► '•wttfwo4 + .. .wr .rK , A � ♦ :; w -WN t TM or+..riw r r IL._ 6 5 4 3 > <9> .« .--........... y ' � I --__ - ..i Pt:BL IL 4?,AN6E F, r Iz I riz a_ CL "`. R�.,0,..; I [Lea f _. _ - r■ir E u tM �' •1'leee tilt w•a ---.., A QUlLDINC SEC"DON F'P3 1/811 all ne b iWeIF W- » 5 • L a x1 12 As A�77 14S is' J IZ3 ` ` . nr la - m TAC-TICAL RAN16E s 2 24 I ' Q (, ss•f - � I C L Asa IZc�c7r! G FVs. t7n —-- -- - - - - - -- - s� .! ti r �3 �JILDING SECTION H M - .:.c. S.•.f SHE PLACE TO SHOOT ID775 S.W. CASCADE B_VD. MAN w0kt,fITAlso T FSYpNSIE,ILl11f.5 _ •4<Kfc Off 9 N F v 41 �Mnirf wbr�r +n tfKt.•,q ci,f,•_ ,ru t ,..e•,w n., 4. ,,, t r Y, Utrt(tr FOREMAN NATE SrM0013 •Orof Conn 4 N _ AND. �R. t= c . try fndlh f sI!•f ! ...r „ - • WECIAL REQUIREMENTS - ,Ii ORIF, tEMt+ ftNISN i;ANUPv l SvMF3 �Otv {.Q. H r�. r,�,drwelbIIFD( ,.. �; �,,,��,. .,�, �•,u^ IN T! 2' .. _ -_ _. -. _ _.. - HVd ful-e Artrfr ar o nr Gate ,.r N R 6 GVI r n OWN f Volvo 0 ��05 b Um vtp.t 105 A r Pott I-t9moto.Valve I►f ,� H • w, ti a.rl►w,t Afr♦ n,pr tu,..,e ,. 5151lnH ares. r :,�. I I'�FC' rro L,ne Orn Myon --1-- v1 SECTIO � TA��S t+� • _ ANY DESIGN CHANGES OR ADDITIONAL MATERIAL, _ _ } I - ••.iM.rrf IL• qr n9 f ihe• , r , 3' rt of Plpe 9.Iow motto-of Deck F-a"Sw•tcr IF SI '4' F,♦Hvdranl I]reav' H. If,. .. S- Z e e„pediefluW• , encu .avn consro,.rq JYUEN.,RUUNG r.<,tfP MAI r15 -- REQUIRED FOR THIS PROJECT MUST BE CLEARED ___--- -_.-- - - , GFINNELL flet DESIGN DATA {` *, :i. _ _ . , r. ,1 �'— n•e1Y rhr ��pl PID!Abov! Re• PIq„• I`. Monlrc,l SY Iifh -la Th•ut,elrK. , t':Ap+•M to fff• +b♦Wlr•►t i r(_AV•Jilr)tJ •r..., _ _+._.___._ U�OMESIIC pEyE U GALVANITED ►*I'E AAIB ORDERED THRU THE ENGINEERING DEPT. ___.__ __ A Me,.•Drtlfnmm� .C. Burte,f" Vol., ..er i are Slxaone �e,.e •u • n •r Mtl4 hf 4rti�+p+aar c h.•..,•fy at,d that eMfolA,/fiW' MM h!'1,q'. enUl,!Ihon tre,• of. fFM to,"'quake Q er v 2 A a We, 4l-Vy,w'ALVI w R •.. Cie - ^ •, !] �� a hr �{ oad . B ♦ y.,s rs rs wa,olrrr of Gr,r,nf1 t,,r p.,,rhs s�rttH^t Co• �1fIPING _ _.. _ — - . h, fee op • .f„ _ v OR _ ••+e Nrt r ,,f w�0 •t •P-m-- _ - -.- __.___-.___.,.____.__. _ __ (1E001U.EAO C) GAtVAN11EUfItTINI.'. CONTACT: SIS KAUr-I-1 +hi __._ _ . __ -H'nM oda" the „•c Be F1•eHuf A _ fuaY r ,n i4 I w r o. �f � R afrff" t 6&7J a After« Asto ,nd,f,oni ew tow se ff► twtw #futnW to Gid ,pr1r rrqult t All ._..._..._._-•----,....__._..._ _ ._ _ , (-,fi Y - t —..._.-.__ _.---- ..._,,,_-.._ �._.. _ -a Sc,ewed COD e1� Wafe,C rrr. vuvo WMG� �that t f,c),,P of 14C I c. r.. • a,i•t�, - ' ... n. ,,, v .:•v het zig-to"ax frnn t r. t trratfra .,., t'AINTING ___.. ..___ ._ _ t] F.OUIE 9D U GAlMfN2ED MMEfS T HONES Z 2 3 rjZ rj ved e.0 + sw., c�... v e c1 n r I 1, s f\•c a.` . t•� `. oAM1M1Mir a rr,r,tvMrrn corttM M" bf K K Or .pnf nirnt,ar - - - -_. Al c; .v ecI ff•• of tRrf dr,ew�nr) w a•+♦ Gat' It#,-,)0 tl.r1' •,rr •n«Je �.....�.. f ,� ;� .. . .. , . . . .+..c. .. ..•.. - _ __. __ ..----- i ,. _ . . .• ... ..,. ;._y. , •:r M, f I f M MAIERIAI. U (,'I AL f It T IrK'iR ----�•1 9c,eawe Plug � 9v ts� .u• -+- G obe w,..n .. 4 .y.._ Euranon ChanlR.n tape � I •.D.or con �lr.nd.,df a Oc -T A^pa valve t n -� r.A5GA(* NIJI1. i07i6 �+ - 41 - . - T T f HIS nHEE T (not thru flood � t".oaof C....• F „thi IF0C1 � 0r� P.w vhve _ 2 � • t'11a1:` tf�C 'lid' ';IT 04 GO 2 3 4 ( - ,n :.1, hJF '1 tt t( .�. •1 r. ; . 44 a4 5 6 7 8 9 10 tt 12 JAN 0 ,1 19y!` MICRORLMED I � ► � � � � � � ► jl4 1 , 11I � 11 111 I I , 111 � 1 , II ► I 1111I � 1111111 , � , � ' � II , � F7BM11- (:I,.lA5 MADE IN CHINA IN 161111 1 1 Ily . ,I. r ,'36 1 L JL XL FOR List of Drawings Project, Team 1P ot, A0 .00 Directory, Napj, Rendering Drawing List, -419c. Lata 7j'777.,.. 777:� X-M Architect: C1 .01 Grading Plan Soderstron-i Architects, FIX 1 0'12 0 0 N - IV . 14'roiit Ave . , Suite 410 X� 01 .02 Utility Plarl 01 .03 Cascade Blvd, Pl&n do Profile Port Iiind , Oregon 97209 Inc. 02.01 Erosion Control Details C2.02 Civil Dctails TEL: ( 50-3 ) 228 - 5617 X FAX: ( 5 03 273 - 8584 02.03 Civil Detail. Structural Engineer: C2.04 Civil Detail La n d Fli CAp C Van Dornelen, Looijenga, BUSINESS PARK , LD G III L1 .0 Landscape PlanCAOCADEL1.02 Irrigation Plan and Details 1 MeGarrigle , Knauf T r-1 1 3933 S .W. Kelley 10775 S . �� -s CASCADE BOULEVARD &--chi ectural Portland, Oregon 97201 n . A1.01 Enlarged Site Plan .R -P TEL: ( 503 222 -4 -153 PORTLAND , G 0 N 97223 A2.01 Dimension Floor Plan A2.02 Roof Level & Details FAX: ( 503 248 - 9263 JOB NO * 9 4 `0, 4 2 9 4 0 8 1 A2.03 Dimension Floor Plan ALT #1 Civil Engineer Landscape: A3.01 Exterior Elevations, Partition Types W & H Pacific D kfell A3.02 Building Sections, Wall Sections A4.01 Enlarged Plans Elevations 8405 S .W. Nimbus Ave . &A4.02 Enlarged Plans & Elevations - ALT #1 Portland , Oregon 97205 A5.01 Interior Elevations TEL: ( 503 ) 626 - 0455 0REGCN A6.01 Reflected Ceiling Plan FAX: ( 503 ) 52206 - 0775 0 F A6.02 Reflected Ceiling Plan - ALT #1 Soils Geotechnical: A7.01 Vertical Circulation & Misc. Detail--i A8.01 Door & window-Tyner/Schedule:/Details Geotechnical Resources, Inc. Misc. Details 9725 S.W. Beaverton-Hillsdaie Hwy, Suite 140 Structural Beaverton, Oregon 97005 S1.1 Foundation Plan S1.2 Foundation Details/Specifications TEL: 503 641 - 3478 S2.1 Roof Framing Plan FAX: 503 297 - 1696 S2.2 Roof/Floor Details S3.1 Panel Elevations co, Holce Investments Abbreviations.T2l S . Morrison, Suite .50 :-Cc�e"'Ca- So i.ro - "3 rlq.%X ?'Axfr-.o Portland, Oregon 97204 !J-- .-cove P-treo =r,--, rICT MyLar cail;rci ?"Es- r*4k"Af"l �TEL: ( 503 ) 221 - 1053 1-N MlAft'" �FAX: ( 503 ) 221 - 1429 c5- siscacie 5-a rsse loam N S Not r Tenant- -aocrni L,;rlt ow C.0arr-0a 0 The Place To Shoot10i r-C N S Fmku- oer Er- C:=- 904 Hayden Meadows Drive C a.--,s t C;-= Portland, Oregon 97217 TEL: ( 503 ) 283 - 5171 Zt.140 IZ- FAX: ( 503 ) 283 - 7964 -- �. ty E.. E C C-a -�- :---a - r,bne-,:: � c c, 5- 15 a- F� ccr yc rt 9---- --k 0--r-- --dr Contractor: F C raL;e f U P ry-c 5.5 �.ecrueo S.M. Andersen Co. Inc. P . O . Box 5003 --b)-"I G-e wall 15.0dro 0--r- -a I C'C 19 0 TY= T+pic&' Portland, Oregon 97208 EV: �� "c• - L.ON 6inteas cv-s-.48 TEL: ( 503 ) 91 vs- '*-.1 Cc-act FAX: ( 503 283 - 3607 r Fes- vY. •.� �� = ,.. Me,,.-hanical/Electrical Engineer: AUGUST 1 1994 CONSZRUCTION DOCUMENTS DESI"' - .';-BUIM REVISED 0 9 / 1 6 / 9 4 bols AO - 00 Vicinity Map Location Plan ProjecL Data Legend of Materials Legend of Sym A LAND AF-:.A BIKE PAWING �DFIAWNG STE FDLYU)COD EL 431633 *F. (1) REQ'D BUILDING GzZC� i-INF6 DFZAL�!NG N E 4 SGA� NEW TREES j E ,'r;%/' Vii/ /, AY BRIG< VEN::E:R ---217 8 3 rZE.r- 4 P r- 14 COMPACT (15) REa'D FRA!-LING LUMBER --ION L!NE , ./�/�/ 1-84 BUILDING 5E,' NOR7.-' 1-10, IDUSTRIAL. PARK 150) 5F FIN15HED LUI-IBER REFERENCE NCR-t / ' - SITE r-OVERACiE ��_� 5TONE VENEER N, OCCUPANCY GRMIP: DETAIL REF;�:FZENGE 19 TIG.uD /' I� - `\ A-3, B-2 and k-2 1�v DOCIR REFERE',qGE N,,'5=1R 0"TRXT CN TYPE 15UILDNG HEvlk-IT GYF5UM W4LL. 504FRID C 0 N4 G RE T E CAWACIS C3)19 INTERIOR ELEVATION 13USINES5 d I STORY MALITTH « j PARK TYPE YN REFERENCE FULLY SPRINKLED TP [115F EARTH 8MCIAL 11��ECTICN BATT INSULATION ...L ROCt-1 NAME NLI"BER UP-ST LM BULDING MILDNO AREA =URSUA14T TO SECTIONSEX X=X 21,011 SF. 'N THE CURPENT UNIIF101;�l IN5UL,4T;CN G0Mf=AGT1 D EXTEFRICfR ELEV4TV� LL1I!sC-"'UJ REPERENCE N11,"BER NORM LANDSCAPE czrvsrAaE BUILDING CODE 5TFRUC-'TUfR-4L- FILL REFERENCE0FT110NG WORK(-] ,AW-A Or- 21044 of 213 % EX;5TI BUILOW-2 (hatch) cn -J L 01 =183 10775 13 sn y4xiO35 1 4 OF 32 JAtJ 0 :1 0% MICRORLMED I , IIIIII IIIII � IMI 11111111 11111 111 VIII 11 1 1 nm- GILAN 41 MADE I IN 6 11 1 CHINA IN CL SA WCU T 1 # '� t �' Ili,.►. MATCH E XIS T. A,C. . I THE CONTRACTOR SHALL LKS ALL THE *YAiv SHOW 001 1NE ORAII 465 MATCH EXISTING REMOVE• EXISTING CURB- 4 I t Y ALL INCIDENTAL. WORK CtItI�*IDERED NfCES AF'Y 70 CI.71WL(ft THE 4 1 CURB `~x•0 PROJECT IN AN ACCEPTAba iw4tife l ` REMt. VE � a� ,+ " 2 SIrEw0RK CONTRACTOR SK&L COORDOOTE CLOSEL f W11" TME MIG CONTRACTOR AND REVIEW 010nF:7,jR& PLANS AND MATE AQ,ASASfACNTS ' r /��'• + ' TO ASSURE ALL UTILITI SEPKE LOGAT*W� ARE CtiMPAIIBLE AND 00 X r �►r NOT CONFLICT WITH S'KUCTURAL MEMBERS, INCLUWNG FOUKAT06 I,r1 •r SAW�t,•� t • r 3 CONTRACTOR SHS L. REVIEW THE GEOTECHNICAL INYES1400h, 11 r Ar • FOR THIS PROJECT AND COMPLY WITH THE REPORTS RECOUL)oVAT10W d t� • I 4 CONTRACTOR SkW L EXPOSE, VERIFY, CONNECT AND/OR MATCIV r► EA1W Y �'. A.C• TO REMAINXjc$T. ) UTIL171ES AND IMPROVEMENT,, IN CONI'ORMANaX WrTH THE 00fV7 Of • ,r THESE PLANS AND SPECIFK.ATIONS, TO PROVIDE f'OMP'LETE AraD t ADJUST I OPERATIONAL SYSTEMS I 4 ' .� �•,, ."" R'IMap 165 1 S CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT , .,.„� ' ® ;�' r,` °. � •��,-• ' '` �p : EXISTING UTILITIES All? IMPkOVEMffIIS. ANY DAMAG% TO EXISTING � s�•,. O �'�� , FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR I.EPLAC£O AT CONTRACTOR'S EXPENSE. Li 70- 6 DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL. C•GORDIwATE F t r AND ACCOw1MODATE OTHER CONTRACTORS, OPERATONS OF THE OWNER AND �T 0 •� ' *STALL E'R'(751ON-•' :e�. r,�a a' '` ;,� ` a� �: �� `la �� ` •;,�.: �„1'� 1 �, ` I I LOCAL GOVERNMENT AGENCIES- V) CONTRtOL FEAK"f �" �" Al I , f' f SEE SHEET C 1. G.3 7 REFERENCE APr ,HITEC rURAl AND LANDSCAPE ARCHr1EC1URAl PLANS PER FOR CASCADE BLVD FOR `"` ", r �.: , ,,,��: } Il SI I I I ' Z.0 � ;` �,� •?•' ; k 0 � I I ! , , PLAN & PROFILE i ADDITIONAL INF/�RMAtllitJ ANG COORDIluV110N REOUIRFIIEt/T$. ` }:• ;; '°` b' ` ♦ ♦ 8 ALL IMPROVEMENTS CHALL. N R T `` bf GO S~ UC fD IN CONFORMANCE '�� WITH THE LATEST EDi11GN OF THE UNIFORM PLUMBING CODE AND CITY OF TIGARD STANDARDS do RfrjuiREMENTS• 9 SEE SHEET G2.01 FOP EkOSIGra CGtlTPOc NOTES It fX1STING CURB \ -PAVE PER 2 +' 1 `• � � `' 1 EXISTING CURB -• J• 1 \ --- -- 22' —-- --- 7SEED SWALE BOTTOM AND THE PLACE , . :'. � 2.0 I�. �� ,\ I SIDE SLOPES WITH: \ T O SHOOT T ` 50x AOC LL FESCUE SE RF TYPE � t 30% DELAWARE DWARF y s, F.F.=165..80 1 n, .1 C'y, � ----. PERENNIAL R✓E ? CONSTRUCT GRAVEL 1 f G'1 / t► \, \ CONSTRUCTION ENTRANCE 2, 2 2 1 20R CHATEAU KEN*IIC"Y tr +- •' PER 3 4 BLUEGRASS _ ,r•, ,\ •\ _�7 O 8-10 LBS f�` \ PER 100 SF. PROPOSED CONCRETE ENTRY- -�� C2.0 PATTERN k FINISH PER ARCHITECT 2.0 ll / \ ^ - e 00 Ir WATER QUALITY SWALEtj 1 '\�1-51 CONSTRUCT DRIVEWAY0 PER (L c / (REMOVE) '" -�- _ `a . t , ��\ �., 7 ONCRETE ("RELOCATE) (REMOVE) ZEMP. CURB Oo ti a- snap (REMOVE) , � 00 E Q �� ■" ■ 0 6+00 Z • \ :yY: ,� _ �_ _... _ _ I 7+00 7+28.55 S. W. CASCADE BLVD. 5. CL 7 J -- _ d' C2.0 L ; fj'�Ill DlN(; ! REMOVE EXISTING CURB i I SA WCU T & MATCH ; I REGRADF_ EXISTING DITCH FOR EXISTING A.C. � `�'• � � j WATER QUALITY SWALE. LENGTH - 150' < 'Q � Int I � � m► U Q3 a _ Drot�r+ -B/AKN LEGEND - _ Date`08/01 /94 PROPOSED EXISTING ■ CATCH BASIN Ptot L18/01/94 166 CONTOUR UNE File: L262GPOI SWALE LINE __ d CURB "Revised: — 9121194 E�PIIADINI?_ PLAN _Skeet Tive fi � • GR.Q I►vG PLAN do EROS I ON CON TROL I L� l /rs 4S lR R " SCALE -"`-- �o a s ao an o Si•eet Number F ` C1.01 I - 30 It, 040, S.• Nimbus Avenue r t-1. Hot 80040 PORTIAND, OR 8'260 kv 9c� i.at 111t"lA Phone- i503i PSA A�1b FARR� ) SN-.0� 4102�1�,!!/1 M-0f d$or 32 Tlannt� Knoneortr ��^�7� Lrndrr.{4 Are itecture • Bnetreatl(Nttrl t�►!ew "MOO No 't 2Q2-a� Jul 031995 MICRORLMED 1 � 111 �� VIII IIIIII ( I � IIIJI A LIT 1111111 I Illli I I1tll IIIIIII I 1111111 IIIII � IIIIIII ' I FM (AMs '4T MADIN � C HIN A � IN � � 10 I 111 1 II .0' I RIP RAP DITCH PROTECTION PER Of TAIL • 6721ii s ; 02 CLf ANOU l HER OE TAIL C2.03 y �` "-«• `��: 0 WYE I I ,f : � ► 4 TEE b y CATCH BASIN PER DETAIL tC2 ' � � r -j I � SD— � i • r ,•\ _ `6 CONNECT TO EXIST. CATCH BASIN < < I � —� a �,► r _ _. ,.._ ,, 7 CONNECT TO EXIST, SANITARI, ;E KI? (VERIFY if.) G c) CONNECT TO EXIST 12" WATER LINE W/12%6' NET TAP ``�. .,� , ,... i t ' I 9 FIRE I '-'!)RANT ASSEMBLY PER DETAIL �4 4 „ ,, ./ .....,.. �.� UJ 22.5' BEIIG . _ 1��- LE =61.28 . _ .. MI I SEE _aHEF_ T C1. 0� ' , I I , , � . - 2 4 1 1 11.25' BfNG L.F iC" 101r�' _ 90 L.F. 1 M ; -OR CASCADE Bl_ VD ------- • S�0 33% O S=0.51 i 1 CONC. METER BOX- _(18 12 30 F S^- i s ; U TI L I TY I MPRO YEMEN TS 8Y CONTRACTOR �; . 12 THRUST BLOCK L. 8 lk I 2� • O S-Lox � Rl��d 164.15 �; I '� , ._._ f i �I I 1 _� 25 •\P 4 1 8 L.E 6' SD «..,. + . .... :._.,_.. -.±,.s t . . � � � i 1 S/p_ �� 0 c, _ 16) 13 45' BEND -r, 162.40 K 4 r. C171 14 6" DOUBLE DETECTOR CHECK VALVE A`,.EMBL r IN VAULT REP DETAIL C e R .03 IM-16 .00 i 1 60ID 1'w6" RD O 1.OX 1 5 L.F. 6 SD 5 \ `I 6" I.E.-156.75 'Do. �� 15 1?_ 05 90' BEND + (VERIFY) L0 e F�\O . 0 \. 2" DOMESTIC SERVICE & METER BO/ oF� 19 IDS \ \ 6� I.E. 158.75 °I y \ . 2 x \ 1 7 2" IRRIGATION SER ACE & METER BOX i 5' + ° 1 �� " - ' (TYP) 100 L '`; fl, - \ THE PLACE 25 L. 4 �'`' S�� z WATER CONNECTION 1� CONNF_,-T TO EXIST. 12" WATER LINE W/12%8' WET TAP o� TO SHOOT s N • �� C1 O2 N.T S. F.F.=7'5.80 �� 1\ �;`� '�`'. �� °�P 19 6" GATE VALVE N N � � ``• �\ � \ � QJa�-` 1,�.�Q� �G RELOCATE EXIST. Fr,?E HYDRANT BEHIND NEW SIDEWALK 2 21 PLUG k MARK PER DETAIL 8 0 63.57 1 \ i \ C1.02 C2.03 RIM= 5 �• C221NN ''T T X T H11 .; 6 SD loop ,� \ CO F O EXIST. MAN OLE ABOVE CONC BASE. MAX DROP IN i 6" RD O 1,OX :.• "r' '� " MANHOLE FROM NEW 6 I.E. INTO EXIST 12" I.E. OUT SHALL B£ 2'. r �� 19 \ i Z i \\ �Yy �` 23 DETLEC: WATERLINE UNDER STORM SEWER \ ; i� f',,.+. \ \ \ ..,,/" �, �� 21 6" 1.E.=155.30 e4031;�; � 21VERIFYj24 QACKWATER VALVE PER DET y' 25 8" x 6" REDUCER a. :13 �8 1 �� t < <y 24 � r 0 6 ° ;�� LEGEND , C.•�A� 23 ;NC D(:C,'K �0 4k `� ` \ PROPS EXISTING bAL:I to/'CANC:P'r 13 $ RIM=162.45 \ �_ 0 EG OSi bS Ir i L F. 6 SD ` — _ f: a _ O FIRE ,'mRANT � r "� E 9 4" RD O 1.OR ,�. wr _. ,'. .F•�61 lU 12 13 J \` � - CI I- 10 sem. _ _ _--____. S 9 METER 30:; W Ift am I I I I 6, i ") IVX „ " 1,E.�160.53 ' ,. ',», -_..Z: __ —� �_ ':._7 MANHOLE j ..J w r E-7 20'�- T Z 2,j - ..•.f.r,L.yf 1 c -�r; '�r __,; `A4. 20 `�' y _ a CLEANOUT s-�?9 �--. y y,� c _ ► _..__M_ S. W. CASCADE BLVD. ■ CATCH BASIN I W. a t� 10 11 12 N » EY io11:36 7 Sr2 j6 j 1 7 - W— WATER LINE 4 I ,.. 0.. —� Sp---- STORM SEWER LINE Q R Xr \� I �� { 70- 14 0 __SS SANITARY SEWER LINE S 141_ 6 j.m. .... II j G a ° S m ?9R POWER •'77%1,,,'.;x' "' � % ' .___ � ,. ._. .___._. _..__.-... _... !� 6" L E.=154.00 GAS W I-I)I L DINS+ �' 22 VERIFY DITCH r 1 I.E.=157.80 0 W TELEPHONE 0 WATER VALVE Q 1 GAS vAl VE V �_ 0 TELEPHONE MANHQLE W � U X POWER POLE GUY ANCHOR Q '�'^^ W V, 3 TELEPHONE RISER f U N i •�, - I SIGNAL POST I Q E VERGREEN TREE Drown.- DCB;AK W 3 i DECIDUOUS TREE Dote OH 101 /S4 ---RD– ROOF DRAW Llot ; 08/01 /94 a �S DOWN SPOUT i File: L262UTO Revised: 91,VI9M UTILITY PLAN i C 1.OZ I'•3121' Sheet Title UT IL I T`� PLAN x F SCALE r ET ,� Cid PPII 1Ju't`h!►r Pik J MOS SW Nimbus Avenue Cl-02 F 0 Box 801"40 PORTI011. OP 9':110 one: 103) 626-045.5 _ Fa=:150.ij L�2! _07 annoy • �a�in,+etiu� 3unrtl � N C �NS�nCK BLVD. tOriS Ianbta*e ArrRttrctuto • tn�1n•nmt�tal :�er►ItW 4- " BUP{14./121 t• SIT 84.0034 9 7r 3"L e MICROFILMED f � ll , l� IIIIl VIII I I � IIII�I li111 6111111 I Ilrll I DTII I I1111 I Ijllljl I Illjl Ijlll � l, ■'! MAor IN C41NA IN I I K� . i STORM DRAIN NOTES O C.B /2 PER DETAIL C1 BAUD a GASKI f CURB CURVE DATA (L CURVE DATA V: ` ' " A ' `''" ,L L.J S!. STA.-1+17 Bi a V SDUT CLEV61.40 LL 5 PIPE ARCH6T0 MA iCH OR-297853"� R=19700' R-275003 - "'' CONSTRUCT FIELD 8 INV OUT ELEV-166.73 e CORRIGAIEU METAL 1 p- 7H-5755" INLET PER DETAII CONSTRUCT 44 F. t2 EXISTING 76 ARCH PIPEL-423.00' - fil OM OF CPATE EIEV-N2.6o L-7510 L=150.15 INV OUT £.EV- f40•q� U.l. O 5-0.0100% O S-0.006S% CONSTRUCT 10 LT -- INV IN ELEV.=161.61 O2 A-97'2J'O3'00-90'00'00" EXTRUDED CURB 7 ,.•/ - C.B /J PER DETAIL e ❑9 C.B, /5 PER DE.TAIL R-25.00' R-15 00' TAPER FROM I NO 01" / D21 ST Si. STA.-4+57.3! SL STA -6+OA.JJ 22' Ri L=12.49' L-39?T CURB O CUTTER / 44 EXISTING CB�5.61 19.71'RL GUTTER ELEV-i6?AI GUTTER ELEV -161.11 S i0 EDGE Of fX151 / �.4 - , a INV OUT ELEV-160 J4 0�=70'24'38"O PAVEMENT / - INV OUT CLE1'=158.61 9 91'12'79' ? INV. DO ELEV=182.10 R=25.00' R- / JK' ABANDON EAST SIDE OF .CONSTRUCT IO L.F. 12" CONSTRUCT 185 L F 12' L- 7 R-25.00' DITCH DJ. O 5-0.0100% C76OUT CLIA O S-0.035131 30 2' L-}980' Rp ON EAST SIDE OF OU(FALL TO RIP-RAP PAD O CASCADE BLVD. © CB p PER DETAIL e ELEV-157.96 R=25550' 10 v / OK p CONSTRUCT 11 L.F. 18" 5 ?9700• D-88'CA'DO" p ST STA-e+OB SJ z C76 CLV O S=0.0120% L-131.75' R=757.00' S� / \ �({' V GUTTER ELEV-161.11 10 BAND h GASKET L-J89.1T O INV WT ELEV=158.61 18.5 L.F. 36' OS p=86:76'39' s- 0J y0 o-A, V p� / 0•S C.B. /1 PER DETAIL CONSTRUCT 15.7 L.F. 12" CORRIGVED METAL R=25.00' (DII CURB J 0' J �K, ST. STA.-3+27 25 22' RT C76 CLIA O 5-00096% PIPE ARCH TO MATCH 7 h G �' ` G, TTER ELEV 163 l7 L-3 79' p-90'T4'00' ' p \ INV. WT ELEV-160.JJe �7 EXISTING J6" ARCM PIPE ©6-74'36'22" R-15.00' / / ,pb 1pR�h1 ! INT' IN ELEV-160.96 O.3 FIELD INLET PER DET O 5-0,0063% L-79.81' IVR 2, ST. STA.=7+00 23' RT. OUTFAIL 10 DITCH R-25.00' CONSTRUCT 75 L.F. 11' BOTTOM OF GRATE ELEV- ELEV-157.96 L-32.55' MANHOLE 2 1 p� C76 CLIII O S-0.0627% INV. OUT ELEV-159.10. J e \ R PER DETAIL Ir O ,E. CONSTRUCT 55 L.F. J 1 4 ! VJ� P`'ygt 2 MANHOLE O 5-00050% PER DETAILy o / - y 4, 60' RIGHT OF WAY C • CURD �` \ \ eKV 0 5VZ GJ� ♦ 5. 22'22' S' .IWCH �>�p . .'a`�M K�' p°> � • ELEV. - T.C. ELEV. I PUBLIC STORM .r r INLET - ry' 2 � I I DRi EASEMENT / 9 - I .. . . PLUG O \ �!' W 4 --- 2.27X • 2.27X14 / /J/ AN A N \ p. ! 1i. •� k . VARIES / /�/ `Q ! + = � ._ y ,,, <-: • , / S MATCH EXISTING SIDEWALK - / /// 2 MANHOLE 4" A.C. 1 LIFTS CLASS 'C' ZS'� tit 1�l \ PER DETAIL J' (3/4' 0') CRUSHED ROCK MANHOLE 2 _ _ A=6.18' DECD 3 • EL r� (2"-0") CRUSHED ROCK PER DETAIL / PER DETAIL 707/ ; e /7! ` . \6 \ \ \ TYPICAL STREET SECTION 8 STN G# \ S \ \ SDSEE DETAIL 7 I = (� NOT TO SCALE - - - - C' FOR WATER puauTr Swat - ! C \� xTk _ - may. p Q W L x CL M: z _ - r W O J �J � _ • �, c t�, ., �' �. a +raj _ _...r- � i / \ *,' {_,I y v' I i� i� ILy .�•',1}(t-0,... ...._-rte- ZN a. w • All H � . �r '{l2" � 1A„II 11'` �' 1 - T I 4; d Fp L,7 V J CL S � . .u• Iw Imo , L Q) Q vJ U) (Q'j Lu FS r V'' 11 n N Z 164, DRIVEWAY PER v _ 3 DETAIL /ti RAMP PER 6 TYP. JJ/ -+` \ = DETAIL Tl' 4 I 2.0 uj cc/ \V^ 7 �\ CASCADE BOULEVARD PLAN i Z o m .SCALE: 1"=20' Ci ,D3 LOW Pi ELEV = 1616' C ` D ZZ I OW POINT SIA - 6.08 llPVT STA - ?00 w I2" it T m j I'Y1 ELEV - 6g6 (iJ EXISTING GROUND O �' 3,J 1 gni me... om�nm. m rE m .5000 VC " j Q 170 `0vR gak ae'11d2o:'17 Q'O°' � e�' mu+ e OU U_, j EXISTING GROUND LL n W R " ++�' v ,. O ITU �U 11� 1122JV 4n �O evlx It n � 'k +. a. nE ] .. 1 70 _ d W a a W Q F W j EXISTING GROUND RT 4-1 �^ W7 Vf W2 NWVIWmm i + b OIG ^ bm n II PROPOSED PROFILE GRADE - _ =DSD%- - - - - - - � mL 1^ 74 LF 21' C76 CLV O S= . - ' DO% 0 0050% 720 L.F. 21" C76 CLIII O 5=0.005% 120 L.F 24" C76 CLIII O S-0.005% 160 120 L F 24' ;16 L-UTI O S-J 0051 Il, •f'• .,`I ` 10' •K 0 . O .-:.IJn.'S 44 3 0 PROPOSLO 8' III W -- - - NOTE 1 - VERIFY LOCA DON n a^ 'E OF 78" STORM FROM ,o o C^ m a POTHOLING' CONTRACTOR SHALL POTHOLE ALL m - ° SITE 'NTO EXIST CB ^'a a II N a CROSSINGS PRIOR TO CONSTRUCTION �- + > r q'? y N•i W TO VERIFY EXIST UTILITY DEPTHS i n e n > u °• '�• �N �^�WW t + IIWW <I.+j.y W1Jy y W > '• 'q � .. cd G 150 150 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 CASCADE BOULEVARD PROFILE 2 SCALE: 1"=20' C 1.0 J 3 O F 1°=4' a 5 I ^1.03 j ;a•:..,F 9LVG. ,0116 I p,:. 'r44241 SIT 94-CM MAD MICROJAN 0 31995 FILMED 41MAD 1 1 11I 1 1 11 ' y 11I1 ' 11I II_) 1 1 1 1 1; MAGI IH CNINA IN 9 r ' t. t __. OL PL A N__(f�P NOTE 5 " Wllfl lI,NI i I Gk(A)NO I(J EEE LJ;E Ti WFIf.kE fill (ir',f %I R4, (;[ ,'.i\ \. 1±ef k*0N?RACtLW SHALL �► r ,I 0kf r, f(/WAkb 1plf s bAlfli "� r '/�• /N w A NO It S ROAL)WA/ Ai (.A11 EG IOP 11 'fLAI IRE'MENIS ( f II 'fR 2"k,"X 14 GA - / AI?N I C [HE F'I AFI C�' hh'A N4i4 �';liAlS,h(h'T!�1N WCklh, All I IN51Al1A110N SHALL F(XIOW f'(1E T ' WIRE FARIC \ 1 tilAlfh'IAL ►� ' ; '� �I: \ \ \ SHAL, Af ;Ns i Al t f D FLY l OWED B) THE OR EQU 1 VAL EN 1 \ MANIIFAC'I URER'S RECOMMENDATIONS, ,� �'� `✓ f '� v - - • , • ' ` „�A�: '\` `•' • �' Efti"hANCt AS SHOWN ON THIS PLAN 2. PUSTS SHALL BE INSTALLfJ SO UKIVf :TAME; FLU'.FI Tri THAT A MIN, OF 2' - 6 EXTENDS fOP OF Elk f ! l ` �' r ` A• ' `'\ )�llR SE7D I ME N T FE NCE SHAL l NO 1 CAUSE S(C� 4 ABOVE THE GROUND W I T H A M I N OF � � I I - f 4T .'MINT C)' INSTALLATION '�� 2' - 6" EMBEDMENT ,IAI+FS (2 x? 'x.3 ') i ,+ w+•: ; +. ;. t#'HILL SIDE Of THE SEDIMENT THE A„ �• f . �✓ �� . INSTALLED AT Lf AST 4 FEET FROM BE TO \ '.`tiED GJhXfYV BEL 0* THE SEDIMENT FENCE 7 'I +. . . , 1\.' . '.fREO WITH STRAW MLtCH !0 PREVENT • .•SND XVER SHAH 8f MA IN1A INED U1VTIl :r;ASS HAS BEEN ESTABLISHED l J I F I LTER FABRIC s .•�. : : 1,'4� A' .'\ A\.' .:•:A,'�Nu HA4E BES, \ • • r r r ' F' = 'lN, All DRAINAGE FROM 17" MIN BURY FOR FABRIC _low f r' •'•: STRL4" .'•\ � '• MuS1 E# ROU TED T7 THE INlE1 STRUCTURES TRENCH � {�"• W,'S t3E A.skt \ 41 ALL TIMES TO MAINTAIN SEDIMENT FENCES +\• ` *'.k'Tt*(, SLCH !hAT NO UWTREATED WATER REACHES THE BACKFIL4� �, i • �.' A,'L W a TER FEA rLRE -- PLAN • i I + . X"CES[:£ 8" s • +'• ' '`` •' .7W �'.�1R�Y S SHALL BE EXAMINED AND REPAIRED AFTER MI i i A• ' �'.h'M �R';LRRENCE. AND INLET,$ SHALL BE CLFANED OF SEDIMENT r r •: �: SER kECESSAR� -w-- A PROFILE .'IE-W '-A* 8Ai.fS BE STOCKPILED ON SITE FOR IMMEDIATE ACCESS IN CASE 1 FILTER FABRIC MATERIAL 36" WIDE ROLLS LIT' 141 ARE TH EROS I ON CON TRCX A SURES SHOUL✓ NECESS I TE EMERGENCY 1 _ USE STAPLES OR WIRE RINGS TO AL ACT ,)N "HESE MAY BE USED AS NEEDED TO REDUCE D ITCH ATTACH FABRIC FIL TEN i ABR I C STAKE i AND 5,0* SHEET RUNOFF FROM THE STREET, BUT ARE NOT INTENDED u' STAPLED TO 4S A '.RfATME%' METH.VD FOR WATER GOING TO THE WATER FEATURE STAKES — — — RE I NFORC I N6�`": 2"X2'X 1 r GA 2'-U"MIN NETTING IF, WIRE FABRIC FABRIC ` " OR EQUIVALENT RUNOFF WATER o EXPOSURE RECOMMENDED BY MFG. .::. .,,:: jJi /� / ' 'W I WITH SEDIMENT F IL TERED WATER J T ANDARD N0 TES FOR SEDIMENT FENCES _ _ F'.TEN OF SWA, GITCH . THE FILTER FABRIC SMALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE \. "+ -y THE BARRIER TO AVOID ( BURY BOTTOM OF FILTER MATERIA_OF JOINTS. WHEN JOINTS ARE NECESSARY, N IN 8" BY 12" TRENC - - .'_07H SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A 2 2"x2"r3' PEGS EA 9Ar E� � BALE'; TO OVERLAP A' BASE ' •' '•' - INCH �`1�RLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. T.►,E FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS 2"XB WOOD POSTS. STANDARD I y OR BE T TER OR EQUAL BURIED F I L TE - M4 ti RE FEAS!Bl E. A TRE NCH SHALL BE EXCAVATED UPSL OPE AND ADJACENT ALTERNATE STEEL FENCE POS i.5 FABRIC SECT "A" - "A" THE P;",W POST TO ALLOW THE FILTER FABRIC TO BE BURIED. (MIN 4" DEPTH) ' WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A W I RE SUPPORT FENCE \ - FASTENED SECURELY TO THE UPSL OPE SIDE OF THE POSTS USING HEAVY- BURY IN NATIVE GRDUNB—� s 4E STAPLES AT LEAST I- INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL ;NTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORESECTION A-A --- r 36 INCHES ABOVE THE ORIGINAL GROUIND SURFACE, i s THE STANDARD STRENGTH FILTER FABRIC SfiALL Bt STAPLED OR WIRED TO THE i \ FENCE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES 4" MIN EMBEDMENT C//�� ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO R,R I LL?MfN l £kls'rNu TREES. FILTER F/`!SEDIME�JT FENCE __ 1 BARRIER 5 WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, - INLET 2 1 } THE WIRE MESH Si-PPORT FENCE MAY BE ELIMIN4TED. IN SUCH A CASE, THE FILTER SCALE: NIJ PRGFf L E VIEW \ C2.�1 CALF NTS �c2.01JFABRIC IS STAPLED OR WIRED DIRECi'LY TO THE POSTS W!TH ALL OTHER P.40VISIONS `� - 1 OF' I THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FABRIC APPLYING. S TRA W BALE CL Z 6 SED I MEN T FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER SEDIMENT BA R R I E R 3 Q E'ACM RAINFALL 4N0 AT LEAST DAILY DURING PROLCN.ED RAINFALL, ANY REQUIRED 0 REDAQRS SHALL BE MADE IMMEDIATELY. SCALF !SCALF 0R NTS; C2 010 W CL cc 0 IU) 0 V/ 0 ui Z , cc E W io i = 1 i ui I i r j c) (L < Q � U 1 Q U cn U I ORL i Draw, �• w 01 `t4G P PGO�,S 'ti i Date E 01/94 -� PPP i _ P;ct ^D8''01/94 F,„ e _c62a701 FAD = 5' MIN. Rev se:% CLEAN PIT RLN OR 2" M I NUS Cr,RA VE 1 WIDTH AS SHOWN SUBGPADE REINFORCEMENT �8" A)I N ON PLANS GEOTEXTILE, AS REQUIRED DEPTH tie— �f i GRAVEL CONSTRUCTION =a.. S ENTRANCE 4 SCALE. NTS --- - 4 C2.01� I 1 PACIFI (Ii r Fico , . w Ninibuo Aren•ar C2.01 1, 0 Hr•t 00040 Bi.•JU 114173 ` foRr1 k%D. OR B'. 4P 02a1 SIT 94F.aHiOt : 003 1 12 SLS r, , ,�'t"Fn��orrrin�r•rh�.alal .ne�� . , Iw •i- �r tore • £nn • memit" 0 3 1991, MICROFILMED � � � � 1 � i � � �4 11111 111 111 X11 1 111 111111 , � � , , , F7AI7t- ( AH$:I MADE IN 6 C,I,NA IN 1 d 1 1 I` _ . --•.mss 1_ � ; w -BLOCK OUT LOCATIONS { AS REQUIRED 2' 6' VAKIf VAkil A \ ,• A -- - --- -- .. Of 3 4" 0" CLASS 100 RIP FLAP - t',)MFAC TED St18C.RAD[ SLOPE PIPF. !I A',; 106 l+IG pA:• / '` • p END - F -1D,-►4tN T TO CURB FRAME e: (RATE_ AS I EXISTING '.k!wNU E T r.; P'i.'�'• • " GROUND SPECIFIED-BOLT DOWN � - ? CIA"", 1()(, NII- kAP 18" Trtl!r FLEXIBLE COUPLING N GROU T- ON i,l(i 11 /'Lr 1 ABNI/ /1({'I A; , 1 l h,'�t ': S•rAi. 8: .�.�� SAT 'S DA)S, b SACK' MIX. SLUMP RANGE Ot 1 112" TO 3" 2 STJ6,M EE (S �. . . Of Fft REMOVE UPPER I� r� L HALF OF PIPE "•1 °p ! �KINf fit r'I+ ` j �•.A a.iN ,�:�N TS %' ht : ACFD A T SIDES OF DRIVEWA t AF'uROACHE S, l'TIL I T1 VAULTS, INSIDE M.H CAS l-IN-PLACF_ 11 r M►•:t,:•+AR RAMPS AN. 4' SPACING NOT TO EXCEED 45 FEET 12 o BASE " Tn --,r - 1 E w4:hS .AP.A,Ek' TO THE CURB AND POURED Al THE SAME T144E AS THE CURB, p SL 1 ` ; GEOTEx*m_E FABRIC -� 1^ 00k' ?--WEEN 'HEM SMALL BE A TROWELED JOINT WITH A MIN. 1/2' RADIUS �+ O D BELL 1 ,t a. �•-a„ "a,t A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED SECTION B—B / .,.. �a• f%0E:1 AS PORTION OF DRIVEWAY vTHERWISE SIDEWALK SHALL - .,� „ NESS OF 4 INCHES z 6" - 3/4" MINUS < V A u ` u. a 1v �• too A /�F _ SIG STD. M.H. 644" 'dIN. AGGREGATE BEDDING ,A :8 un MR dFIN. GRADE COVER F of TREE SECTION A=A 5T TORM M rSEWER OUTFALL L, NCRETE SIDEWALK _ J r' S,_A c ti _` C2.02 k RISER RINGS R I — RA VARIABLE I Lam)E T A 1 L N ' / - MAX. 12 NOTES. ALL PRECAST SECTIONS SHALL 2"-1" CONFORM TO REQUIREMENTS OF SCALE NTS ASTM C-478. ALL POURED IN • M PLACE CONC. SHALL HAV: A 28 I �-- W �A 4S SLUMP L W TRENGTH OF 3000 PSI & c JP� �jrt .r�w11 —PREFORMED PLASTIC GASKET M.H. + A 1 1/8` (TYP) 2 1/4" 4 5. B i T 12MIN B " . PAVEMENT —T-- 3/4" C TO C (TYP) —� Z FINISH GRADE r. 1 T I 31/2" 11 7-1- SUBURBAN FRAME W/COVER Y 27 t12" o, " THE M.H. MAY BE POURED MONOLITHIC TO 8" ABOVE I 24" 4" N R . 1" ATTER BARREL OF MAIN SEWER. Q 6" 6!" MIN. 6" MIN. _�..� SLOPE 0 05'i f ' 3 314` x 2 112 2" OPENGRADED CRUSHED ROCK- FLAT TOP FOR SHALLOW I / COMPACTED TO 95R MAX. DENSITY - BATTER 1 6 — SO. EDGE FLAT BAR (TYP) ((AASTO T-180) MANHOLE OPTION %" = m 6 6" SUBGRADE COMPACTED T� SECTION A—A 95% MAX. DENSITY 10 1" R Q ll BOTH ENDS 3,/16 A 2 1/2" ("AASHTO T-180) 1.— 5/8"x2 1/2" 4 1 2 ALL BARS / - S TA.N DA RD R--- W S0 EDGE FLAT BARS (18 EA.) STORM DRAIN 0i PLAN SECTION A—A 0MANHOLE _ 2 � NOTE: (' OVERSIZE CATCH BASIN REQUIRES 2 GRATES e STANDARD ARD I SCALE: NTS C2.02 CURB & GUTTER CATCH BASIN GRAT 4 � E SCALE- NTS i SCALE: NTS C2.02 Q m t J — _ W. D IW w I 3.. A 3/4` I�� W I -- 79 TWO N0. 4 BARS �ONE N0. 5 BAR 3/16 � TYP � Q N0. 5 BAR NO. 4 SEVEN NO. 4 BARS AT 6" O.C. A c vv N0. 4 BAR BAR I GRATt 70 BE FLUSH JA i/2" t z'-1 1/2" A I_ — A 2'-8 1/2" 1/2" x 2 1/?"WITH PAVEMENT I 50. EDGE FLAT BARS ___ FOR INL f T FRAME/ / 1AND I;RA TINOS3 - 38" x21 2" 7 NOTE: I SO EDGE FLAT BARS J/4_ "BOTH ENDSREBAR TO BE USED WTH RECESSED �(4c L BARS) SEE DETAILS A B, — - 6 4DP CONS�; o HOOK BAR DETAIL PLAN ''-1 1/2OOK Ncc. z I 2'-8 1 2'•- BO T TOM OF / - .cuRe PLAN': SUBGRADE BAR DFLSTOP OF , AVEMF_NT t - 4 1. ' �-- / z 2� n / - T— L- _ - , G, G, --- WEEP HOLE _ �4 - 2 —1 f---- A r I .. zi 1 1/2" MIN �`'� _ 5/8"x2 1/2"-' BOttOM �VAR14BLF �--- � 1/4" SO EDGE FLAT BARS 8 - 5/8"x2 1/C" OF of T, ,�U (TYP) A SO EDGE FL A T BARS - H THIS PIPE DIAMETER m 5/8` x .i" BOLT DETERMINES "W" - rx I-- 2 I/2" PLAN_ C SEE TABLE' BELOW. `� 0 >Q. 'ri 4 z SECTION A —A 5/8" 901 3/4" I- 5/8" I TYPE W DIA. PIPE _t '11 J._ STANDARD 1 -1 7/8 10"-12" l OVERSIZE 2 -3 7 8 15"-?i T f t TYPE DIA PIPE W I,W N0 GRA TES 6"MIN c ,,, , , • ,, , �- „ , - ,,, -„ • ` -; 'AILS NOTE: STANDARD C.B. 10" - 12" 1'-3 1/4" 1'-1 7/8` 1 _jLCTION A - A I � 1 BATTER OF 114" TO 1" TO -_- , Q NG TE o, FACIL E A FORM REMOVAL OVERSIZE C.B. 15" - ?7" 2'-4 3/4" ?'-3 3/8" 2 MATERIAL TO BE NEW STRUCTURAL STEEL. E WILL BE ALLOWED. __ r _ • i _ • _ =- 2. CONCRETE SHALL rl 1 iAIN A 4 ; T M •+-36 ` 6" W 6" STD AREA DRAIN 15" - ?7" 2'-4 3 4" 2'-3 3 8" 1 4 - 6'- �2'-4 1/2� �•- 6" MINIMUM COMPRESSION / / - - - " STRENGTH OF 3000 psi IN " " •• �' 1.' •• `.� �c.,` - _ INTI N —g ST DAYS 0.S. AREA DRAIN 15 - 27 4'-8_318' 4'- 7" 2 SECTION A—A GRATE AREA DRAIN, FRAME 6 ATYPE 1i _AREA DRAIN STANDARD & SCALE: NTS C2.02 ^I )C,AI II V � �l A L t. T OVERSIZED 'Y �- CATCHH BASIN _ 5 I SCALE: NTS 02.02 ( fc! 1Vur1bel" -- PACIFIC i I i C2*02AVIS S V 41rnhu• A%rnu� 11 o Put 1!0040 i 6 PoRTIAND. OR ti',,at,F BI./11 10775 F'hr,nr: (509) 6Z: -045`. Felt. (511,11 ':8-t AtY14t SIT 94-0035 landscape Arrh+trctu i • linronmet�t*i rrr, Vs 1 t •t:` :i Planning FnAiarrnn� Quetrn � 'I mj 0 ;1 1gg5 MICRORLAED I � I � I� I I � ! � I FIAFX- (TINS MADE IN CHINA IN 1 d 1 1 1 . . • 1 54, X1 - 4 • - •1 ` V. :f i'R0ISS M1f. PLUG OR :AP ;ATE VAL VIE I+It DI'LIT SLEEVE TAPPING I' i ► OA�IN�r i�qHAq L Al r 0 P �Q� r SADDLE ASSEMBLY s V ( Z-. _ • POIbI UPPPOSI FLA A T 1{OP OF E XT No 1. (WA AIN R N�j►If,��ptriv HP1URRAN 1 t�IR LER a- \ \ CENTURION ' HOWN. - 4 1 2" PUMPER LANDSCAPED AREAS 4- A+ ! \ _ OHNE CTION / r NORMALLY G Ary - EACHSIDE N �.�\ ----- ORACCESS.)ET \ Ii NO TE: F�ANCC WSYS#M T °R ALL HYD. THREAD TO BE N.F.P.A.194, rh s NATIONAL STAr,DA D FIRE HOSE. 3 IN MIN --1 . �` TEE • CROSS V , , j ° . 'V -� A: A- LIQ A TION ��r THRUST ROCKS T— No �uK ® rr��;Ij;HR�K ��<� "�" ��•r- - r � �Id� 0 .f O,�rA !k'�� g INCH %TS � CURB VA OX �_ UM y AS S�'ECIFIED M,r;rMUM �r VARIES i-AW G-502 TANDARU ,+ ��\ �.� !JI 1 `_S: / yyA 6 TE VA VE AWWA (� FLGA : �ir, HYDRANT BAR EL FORMED A P UREL AGAINST UNDISTURBED SOIL. GA LL v r �r _ �OrvCRETE THRUST B.00KS '0 �E 0 MED ND 0 AAECHANICAI. JQINT WITH C-500 MJ TO FLG. � - LISE MI.NrMLUM STRENGTH 3J00 P.S.! CONCRETE AND KEEP CONCRETE CLEAR OF JOINT ANG 6 MEGA�UG OhK( APPROVE _ °O°ACCESSORIES AROrECT �04NTS AND FITTINGS FROM FOULING 8Y WRAPPING THEM LOOSELY EQUAL HRUS7 RESTRAIN �� 12 IN. MIN A+'rH S-MIL POL of THELE VE SHEETING PRIOR TO POURING CONCRETE. / CLEARANCE I ' 8 UNDISTURBE✓ r NOT SHOWN ON PLANS, REQUIRED FEARING AREAS AT FITTING SHALL BE AS INDICATED f^ BELOW, �DxSTFD IF NECESSARY, TO CONFORM TO THE TEST PRESSURES AND ALLOWABLE g' HYDRANT ELBOW I WATE SOIL SOIL BEARING STRESSES. FLANGED TO M.J. MAIN) J� . T K PRECEDENCE _ � I 2" OPEN GRADED RUCK p O�D !�. MIN pRArr� s BEARING AREAS ANP SPECIAL BLOCKING DETAILS IF SHOWN ON PLANS A E RECEDE I II LENGTH I MJ X MJ X F G. `—___ TT OVER BEARING :REAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. f-- VARIES--I HYDRANT TE P AIN K 50M� UMP s THRUST BLOCK"' FOR PIP,S 6 INCHES IN DIAMETER AND LARGER SHALL ALWAYS BE FORMED (SIZE VARIES-SEE PLAN) 6"MAX. DEI;S T COMPACTED 1 9571 TO ECONOMIZE ON CONCtiETE. THRUST 9LOCK 22 22 g . DErlSITY, AASHTO T-180 6i THRUST BLOCKS SHOULD NOT 8f USED TO RESTRAIN PIPE WITH OPERATING PRESSURES GREATERT PER SCHEDULE \ pRE xCAS7 PIER BLOCK THAN 250 P.S.I . USE RESTRAINED JOINT PIPE AND FITTINGS FOR ALL HIGH PRESSURE APPLICATIONS (IF NEEDED) 33 33// SECTION A-A � yL SABLE 2 6" X 16" X 8" PRE-CAST .__. V'RVAINCUPOR BELOW'4„ 0 BEAR NG AREA Or THRUST BLOCKS IN SQUARE FEET �IER BLOCK R BLOCK =FIRE DEPARTMENT CONNECTION (FDC) DETAIL TEE PLUGGED FITT'NG TEE, WYE, PLUG 90' BEND ON RUN 45' BEND 22 1/2' BEND 11 1/4' BEND NTS G - FOR 12" MAINS USE 12" TO 10" REDUCERS '�T`DE OF vA,). 4 SIZE OR CAP PLUGGED CROSS Al A2 H YD RA NT ASSEMBLY 4 .4 1 1.4 1.9 1.4 -'- -- � � - USE TRAFFIC BEARING LOCKING STEEL COVER (332P, D SCALE: NTS C2.03 THREE COVERS FG' 712-LA a. 5 2.1 3.0 4.3 3.0 1.6 1.0 -- VAULT FIRE DEPART ENT CONNECTION AFDC) GRINNEL B 3.8 5.3 7.6 5.4 2.9 1.5 1.0 MODEL F717�90?) WITH BREAKABLE CAP, f OR ENGINEER APPROVED EQUAL. ADOPTED FROM A.P.W.A. STD. NO. 62 I D.D.C. SIZE UTILITY VAULT ;NORMALLY FACING STREET OR ACCESS) (� CATALOGUE # U - 4" SWING CHECK VALVE UL[FM LISTED. MUELLER CO. NOTE. MODEL A - 2120 - 6 OR EENGINEER APPROVED EG'JAL. Aggo,�E BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SAIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO .;OMPUTE BEARING AREAS FOR DIFFERENT TEST 50 - DETECTOR DOUBLE CHECK ERSE .) VALVE OC I! COY DRESSURES AND SOIL BEARING STR SS S, USE TH FOLLOWING EQUATION: �' IN. 675-LA PREVENTION ASSEMBLY H RSEr MODEL DDC I! I BEARING AREA (TEST PRESSURE115O� x (2OOOjSOIL BEARING STRESS) x (TABLE VALUE). 6 IN. 676-LA OR &Y. REST APPROAT EC_ a_ • USE 4" VALUES FOR 3" FITTINGS. - 0.5 LL RESILIENT SEAT GATE SALVES, UL//F�M ;,!STPD 8 IN. 687•-LA ® MUELLER CO MODEL A - 2078 -6 OR ENGr'rEEQ APPROVED E0L)A.. 10 IN. -- 612-L4 - MJ GRIPPER GLAND OR ENGINEEP APPROVEL ECIUAL. Z C - WA TER PIPE GEPTH IS 3 FEET MIN. A GRA-_Ai TPA NSI TION. TO D THRUST BLOCKS GEPTH IS REQUIRED. D.D.C. DEFTH WILL OAP� wTH G.D `_' D AME'E;; SAL-: NTS C2.03 0g - 4 IN. DIA. STEEL PIPE; NPT X COMPANION ��E YYY'r +^� IOU Q 1 - INSTALL TAMPER SWITCH TO VALVE, RUN vV zE FINISHED CONDUIT TO CONTROL BOY INSIDE BL'ILDINv Y GFADE 0 J m BEND' i I. UNPAVED PAVED PR NIDE 1'-6" SQ. BY 4" CAST IRON COVER WITH 2PVM'T 2' PVM T. AREAS AREAS THICK CONCRETE PAD WORD 'WATER' CAST IN TOP SURFACE. TAPER TAPER IF SPECIFIED DDC V_A U L T 9 W 1.E. - -- - – -- - —- ! — — — AS NOTED SCALE: NTS �C2.03 L D.I. NO MOUND _ Q W HUB BEND r t Q ALTERNATE '� HAND TAMP BACKFILL "'_- DRILL /'1" DIA 6 CONNECTION ►RILL LE Dn4 i DETAIL AROUND TOP SECTION THREE SAES• CLEANOUT t 8" BELON R! � � COU B NG AS 6" MIN.J CAST IRON 70P SECTION e I FLEXIBLE REQUIRED SELECT 12" MAX. uj (n U � COUPLING NA(I VE --? 24" DEPTH SELECT GRANULAR I L rNCr ''ai � D.I. PIPE I 1 BACKFILL BACKFILL O 95X DENSITY CATCr BASI�� SPOOL ;- AR LE. _VARIESAR �- CAS f IRON BOTTOM SECTION w(28" , SELECT GRANUL U) f ATE %OA 4JFP.JEL AS NOTED BACKFILL ® 90% DENSITY EQUAL" � U ( ' SEE ABOVE FOR 3/4'--0" 12" MINIMUM --GATE VALVE s' MI'. 3 4"-0" --J PIPE ZONE AND AL TERNA TE SELECT �� f r c COMPACTED VALVE SIZE AND ENDS r 2' - 0" BACKFILL MATERIAL CONNECTION GRANULAR 1 - 1-] °EJ, ''G �- SQUARE AS SPECIFIED DETAIL MATERIAL0 4K AS SPECIFIED ON PLAN ®95R 4 MINIMUM __ DENSITY - - T ,SIN (PRI`✓ATE 2PIPE IQ4 - /94CA CH B --- —__ _ + 1 B" e - r – SCALE. ,'QTS ,C2.03 .. „ 71 /ga ; TRENCH _ 5 GATE - VALVE SCALE: NTS C;;' 0.3 , STANDARD CAST IRON SCALE: NTS C2.03 FRAME AND COVER STANDARD CAST IRON FRAME & COVER 1 \ WA A.C. OR FINISH GRADE WATERTIGHT PIPE PLUG - - - -; WATER TIGHT `C ; PIPE PLUG 4-112" X 6"— ANCHOR BOLTS 2' SQUARE CONCRETE BLOCK N 8" DIAMETER WITH ANCHOR BOLTS PIPE MET PIPE O.D. +1 CLEARANCE SPACE —CLASS "A" BACKFILL AS BETWEEN CONCRETE SPECIFIED FOR A MIN. OF 6" - REMOVE FACTORY BLOCK AND PIPE, AROUND CLEANOUT P PACK WITH FELT OR OTHER APPRr''rt0 PRESSURE TREATED SEWER PIPE MATERIA.;., 2"X4" WOOD MARKER-- "(`• �� r- ADAPTER NDS-3016 PAINTED ()PANGS � I FLOW CONCRETE -- ` --T ENCASEMENT �,• SEWER PIPE M I I A S SH N PLS M A N v PIPE BAGrWAIEP VA_P 4' P ✓.C. NDS- / \ - SL�EVE, SIZE AS RI MovAB(k LAN NO IED ON 'IAN OR PLUG P Am PAC IFIC BA C K'NA T ER VA(_ 11E� 3 C2,C* I- -' PIPE TERMINATION � � SCALE: NTS CLEAN OUT 6 -- - H�OR v N Vlmbtt+ Arenu� C2,03 SCALE: NTS c:2.03 , SCALE: NTSPO Box 90040 1•t`RTIAV[`, 0111 9-280 L Ph:)ne: x!503 F.'R 0411 Fax I�nnln� fn4tn"rin4 r SUrrevin,- 716 (anr. ADE BLVD +3°10�•(J241 SIT t?K ap95 dpcope kr••hitecture • 6nrtr+nmentat setre• r)f 32 J,",PJ 0 .l 199', MICRORLMED ( , III , IIIII � - , III I I , IIIII 11 111 6 1111111 � � 1 FU1F7(- , tII I , III � � , � I � ,116 ,111lt , t �11t1(JAM � MADE IN CHtNiNA. IN I �,._.w.....r."".,.. ++.+w.w.rrr......w....rir++.n.�rwn_.a•.e._w+_......n...ws.. .+"+++�M�l.w��l/. M."vr,MMa�.'s.e�+"°w^'•n._.mow.......... "M�^n' �Mrs'»rw�T: 'T)"J rMM..i+aw•ww.r+nr•"+n••.r.w�or,r.•wiMMn�/ raa.w.+.r�w.r.- .w•..w+� ....._-mss..... -...�...-....._.-....._. -_...-.---......-...._..-....._.—._.._ ......_. ..-.._-.........,.__.,.-._.�...._.-....--_..__-.�..-_ ._...-....-..-.. _._..r..r_.... .....r_...r...........-ww ww..rw... i...a..r__...•_._.........�..r._..........—...r..+._r.r. ... .._r_.�....r..._rr. � �t a $ i po CL i • j, V) 4p w w i ' . -r -- EXPANSION JOINT Y✓ O l.L `• y uj w, s i + 1"R 6" ^_ 0 t s ?` CLASS "B" ASPHALTIC CONCRETE I -- 5�__ COrirR C11GN JOINT y SIDE WAIK ►NIERf SHOWN -_ — 2" 31,4"-0" CRUSHED AGGREGATF -TLTN�`--'S (LEVELING COURSE) } I — — ExPANSION JOINT �— 4" CONCRETE _ _ —2" OF 3/4"--0" COMP. RUCK �:otK-RETE I -- -� NOTE. / MIN -- COMPACTED SUBGRADE U�B + 9" CrN;TRUCT RAMP Al 9 PLAN LOCA TION SHOWN ON PLAN. NOTES: �A C. PAVEMENT 1. UA IIMUM��SPLACI G�BET�ELNp XAPjAEN IXONq�JOINTS,�pFOR _ 4" _ BASEROCKN Sl j�EWP.LICLOCf51TE EXPASICJNJOPNT lf� THE INT 0 L!P -` 12 t�p� RA OMPAC7E0 SUBGRADE ---� 6" 1 1/2"-0" CRUSHED AGGREGATE ABUTTING CUR - , yy�� EE gg `` EPDXY SIONIp � t—, SUBGRADE OR FILL TO 95X DRY DENSITY (BASE COURSE) 2' EXIOSTING CON5 ' UOCTIONN PRO E1D PEW WORK JOINTTS T 1 6' XPANSS! AROUND WF}EEL CHAIR RAMP. EXPANSION 3. PROVIpE EXPANSION JOINT IN CI RB AT EACH POINT OF JOINT — TANGENCY IN THE CURB ALIGNMENT. SEC TION A -A 4. PROVIDE pDWEAIIDDK N,,gEq��D PLANE CONThUAMMCTION JNNOcIINTS IN w EXTRUDED CURB PAVEMENT SECTION 2 LOCATE"CONTRACTIONAJOINTMINxSIDEVIALKCOPFO`_/TE5T07 -------•---- - - -- - ---- -t -- ---� SCALE. NTS C2.04 THE CONTRACTION JOINT INT THE AB�JTTING CURB. SCALE: NTS C2.04 S. SIDEWALKS SHALL BE LIGHTLY BROOM-FINISHED ,V7TH ,_ DIRECTION OF GROOMING PERPEND!!,ULAR TO DIRE';710N CONCRETE RAMP 4 OF TRAFFIC. SCALE: NTS != oa + MONOLITHIC CURB & SID_ EWLK_ _3 SCALE: NTS .0 io+ a ' Lu FOR WHEELCHAIR RAMP SEE DETAIL 6/C2.04 i U CURB FOR SIDEWALK t -1,---� e� VARIES SEE DETAIL t/C2.02 , 0� W ` SIDEWALK FOR CURB do GUTTER " Z PRIVATE ROAD SEE DETAIL 9/C2.02 � 4 1 � 25' MIN. DEPRESSED CURB (/r � RADIUS - B A �� 25' MIN. RADIUS ✓ ti A — - SIDEWALK ZGRADE 70 MATCH R/W k �`'pq� SIDEWALK SLOPE - 0 (SEE DWG A1.01) 1p�9�2CONCRETE APRON CVFRHEAD DOOR (SEE DWI= A201) PUBLIC ROAD � as APRON SLOPE r l DRIVEWAY U l CURB I1 �- 2% SLOPE a --*— w co ,q STREET _ _- - ( � S' 4 TRANSITION CURB FACE _ 4" TO 6" � �-- 5 r 6 x 10 x 10 WWF Q ' < 1/ 112- HANDICAP 5 �. HANDICAP STRIPING. 1/4" ® DOOR FINISH FLOOR VARIES 1 1/2" ,\ -�` � 6" CONC. ON 2" 3/4"-0 CR. ROCK (n �\ (SEE D IVG A1.01) SLAB f- U '/4" �-L - -- ---------- _� -- 114" VAX.. S LOPE 12:1 (MAX) SEC TION A—H �•�- SIDEWALK �\ 1 DRIVEWAY _ - 2X SLOPE L 6 x 6 x iG 'WWF_ Ip'_q" STREET �— Drawn: AKW �3/4"-0 CRUSHED ROCK LEVELING DEPRESSED CURB J SECTION A—A COURSE --� Dote: 06/0 /94 NOTE: PIo CONCRETE SHALL HAVE A MIN. NO TES: 08/01 /94 BREAKING STRENGTH OFE, TION -E l 3000 P.S.I. AFTER 28 DAYS. CONCRETE BREAKING STRENGTH TO BE 3000 P.S.I.N.S.I. AFTER 28 DAYS File— �2620T02 Rev sed. DRIVEWAY APPROACH WHEELCHAIR & PRIVATE DRIVEWAY, ------, �,��,�►• ' - ENTRANCE7_ BU11_D1NG_ _ � 5_ BICYCLE RAMP -- _6 -- --- ---- — ----- - ---- i-�- ------ - - SCALE. (SCALE OR NTS) C2.04 S►�eet Title Y N F (.2.04 S S R NTS �c,2.04 SCALE. 5 SCALE. (. GALE 0 ) -� civ , L DETAILS : az 4-' "Paz Ct-P_ tit Nurs"D� r , p �k I c C2.04 114t ',)5 R Nimbuu . Avenue l' 0. Bax 801140 i,ciN `LAND. OR 97"'60 t`t7 ne (Skill N.N 0455 fat: '303 •�.til>C BI.Vb Planning • Enain"r+ns • qurvering t HGF' A- 262--280 lwnApow 1r•hNfc+ur• F,nrlrmumov11af r""O `�� 1(1775 --- �"it 07241 SET pA.p73>3 "'IBJ Q 3 IC01) MICROFILMED FUW� � � � � � � � � � � � � 1 ,61 IID 111II111R— (l(wae ;�y 4m DE IN CHINA IN ,.... ...w.,-»a„+-w,,�.. +++n.... .«...»...r.�. ,- _,,�,� .. .•+.M'. '" .�....._•,.__,._ .. —- - ...._ . .. ._.- _. ---- .. _..- — ._ _. __...._..._..r._ ..».�.�...... ...»...rM..a...fn... .. ......+- .» ». r wa�11r ,,[ t �. ]y I Ilk F it of Work t CISH rvc� I �i Il t1 FIxTMF PLANTING LEC:'END: T \, 4 AZ�I 5YMr301 UTY BOTANICAL NAME COMh'014 NAME SIZE REMARKS � � � AC 8� Acer circinatum Vine Mahle r, / Ht fid,rm 31vk ` \ �/ r • a �, ` AN Acer palmaturn Green Jdpanebe 4rtapie / •g' Nt ill,rite 3W* r sI r� U L1mWT FVC URE I _ 1 - t*II TI-E 6 I Plrott,+uT 1lj PL !r �,�.�_�� Y D AP Acer platanoldes 't;merald C ut en' Emerald Clueen Maple 2' -411 . ___ _ - - - -. --- AR Acer rubrum 'Karpiek' Karpiek Red Maple 2 1/2' B&B s` \ ,, At 4 Are 01"D. --,� �N � 1 u - 1 Af> PC , Prunus ceraslftira 'Thunderclo�.d Thunderclouc Flwg Plum 2' Cal B&B 1 w PCC 7 Pyrus calleryana 'Capital Capital f.lwg Near 2' Cal B&B, 7S tAr�! .�,.r • .UPC ---/ ' - 1 Rte� • AZG 25 Azalea Glacier Glacier Azalea 12"-15' Full & Bushy �,• v 4 ALS ,� _2 PLIC' AZH 42 Azalea Hlno-Crimson Hlno-Crimson Azalea 12'-15" Full & Bushy I 0 •• }' `r - �. AZS 20 Azalea Sherwood Orchid Sherwood Orchid Azalea 17.15' Full & Bushy L ` - t _ a IPW ' BT 7 Berberls thunbergii 'Rose Glow' Rose Glirw Barberry 2 Ga' Container - 3 t�•i Nu . 6 ;'�q PCP 44-%I IS -:j CD 13 Cotcritllaster dam,neri 'Coral Beauty' Coral Beauty Cotoneaster 2 Gal Container T GW loo ! EA 27 Euon mus alatus 'Com acta' Compact Win "? ._._.•� E,o LL -- •� f1;v_ rT .� y p p Winged Euonymus 2 Gal Container I TN 5HEC JCP 9 Juniperus ehinensis 'Pfitzer Aurea' Pfitzer Aurea Juniper 2 Gal Container UAB _ JCS 24 Juniperus ch,nensis 'Sea Green' Sea Green Juniper Pal. Container --4LAW III w 0 ►•its A6 adCO. Y PL 14 ; Prunus laurocerasus 'Otto Luyki+n' Otto Luyken Laurel 5 Gal Container I RD 0 Rhododendron Daphnoides Daphnoiaes Rhododencron 15'-18" Full & Bus, y (- Lll CAraC.ADE• AVCSId -- . n RJM 25 Rhododendron 'Jean Marie' Jean Mane Rhododer;lron 15•-18- Full & Busy I �, LI� 11 VT 4.3 Viburnum thus Spring Bouquet' Spring Bouquet Viburnum 2 Gal Container 3JGb� - - ScPE.GrJ PLANTI IJ r / _ LIbNT F6KTUPPE � ? , I 1 Annual color 4' pots [,last '3' cK, it, PL __.� 2 HH — Hedera helix Baltic Ivy 4' Pots Part 12' oc ,mid 6@8'-- \ -- 3- Ll�rt.{ 1• I �_ 'o VM Vinca minor 'Bowles' Bowles Periwinkle 4' Pots Pant 12' oe r Wildflower geed wee :,pec 029'j 1 4 f6 E-E ►JoTt6. c.• � � , ,! �:.E NoTCE+ TN16r bili ; s_ � , �'- o" � PLANTING NOTES: TYPICAL LANDSCAPE BERM SECTION I I 1. Verify al. on-site utilities locations prior to construction. CASCADEA1/ENUE 2. See details and specifications for plant Installation information �- ,�, r+ —>r 1Ap- 3. All lawn edges shall be shovel cut. LEE T-t-5 'ES 4. Provide and place minimum 2' depth of shredded fir bark mulch in all sh-ub and SEG NoT c5 THIS�T r Zs AL6 j 1 aP . . H O � t e. LS A 911 groundcover areas. rH l_T 5. Sees spec; 02931 for lawn seed blend and application rate information t � -a f�U% _+ P PP (� Z .i »✓1 s�[ soE >ti�21�ls1 . rX19TI�Ib TI-F-6b t''!� --. �. , 2 APj -- •51& f Llbu FV P&C LI c-P B Contact or sA chitectect if neeoe lor sate•ials rased upon seasonal availability and blooming cycles � 'st pp.o�'E IN PL4C4 � Try. U j � I �c S I PIjOL ! ✓T - � �s1EE I - - la �D 2S PJM 2� 7 � `\ rlaoTEGT IN FLAG e c , l \� U13 ?' i,� 18 --LA 2 PL Q s _ Z F U :r �:•. Fr, Cn �-�� ---- all "�P'p• Limit of Work tr VW Q -.._.I uY,ua I e,n■i assma I e..: I I iwwn I rin ' .L., I ..•..A,I wns 1 1\117' 0 SI6N LIPLIbNT FATL1FEt ..�.1•• < W 0 1 n - �] w L3 Q (L a I U , TREE WR P FROM C•RCWD TO I r FIRST BRANr_W v W (z)zxs Sot, DF a• STAKES j Cal DO NOT PENETRATE ROOT BALL I 1)� WITl-1 STAKES. DI41VE 3 MRL / TREE TIES Q 3 ) - —RE"CVE BURLAP AND TWINE FROM GUY ALL CONWEFS USING ,rye / TOP I/3 OF BALL AFTER STAKING EOUAL t�ATERIA�S. VJ / RET 018 ALL TWINE AROUND BASE OF TREE TRUING TO TWE FIRST BRANCH+ rEIII BURLAP & -WINE IV ❑ O LAYER ROOT BALL AT TOP OF '•'LLCM FPC V "-.P OF BALL AF-EA S-AKIN3• 4'-LG•H CIPCi E WA-ER BASIN MULCH CIIII WATER BASIN 2' APF•ROx. 1,4' MIN, REPT4. r— — • IN TURF AREA5 MIN. 24' WIDE B DEFI MIAL 24" DIA. BAW MULCk CIRCLE BARK 4UlC'+ �IACLE N TUFV AREAS. L--- - _ Y. BACKFILL SOIL NtX',AE & '} FERT!LL!ZE93 AS SPEZ-IFIEZ. 601E MIX DACKRILL AS SI-'EGFIED. ii SZAAIrY WALLS AND EICTI, L °CA^tFY WALLS AND BOTTOM OF � �1 c PLANTING, 017. PLANTING PIT. OF ROOT BALT -- "-- --1 ! SITE LIGHTING LEGEND: �- I2 X IA.OOT IF --, 2 x via 1 ZL �n Uplight Fixture: Greenlee Model u GD8-175-MH- 120-SVF-0-BL.K-D SITE FURNITURE LEGEND. F& Wool-Pack Flxture: itim Waillack Series PI-4Ra with 100 WPS lamp, wlali TREE STAKING DETAIL TREE U Y I N G DETAIL mourn fixture, as available from The Blueridge Agency (503) 645-3554. - rONMd 14iAum Bollard Cycloopa model 02172-P (aures mount), calor. A ' .y-T011, aeffmw%Mred by Columbia Cw oade CO. (W, 223-1157. 4 ea. Coordinate with Architectural watl�lowitons. - -'� with Arefftxllural Entry Plant for!�ttlons of bollards. ' t Boilard Fixtum: Kim Model N 830-BPJ 100MM120/BL-P r - � ugh I, .. Parking Lot Fixture: Kim Model a IN ENG401/ 150HP6120/DB-P/A-I , Parking Lot Pole: Kim Mod'. 0 PSS20-4188/ B/BL-113 NOTE: X? Contractor ahalf provide necessary electrical service, wire, condui+, fittings acI�concrete 1 s �+ bases (for both bollards and poles) 'as required. Install fixtures per malfacturees recommendations. I Contractor ahs t field verify existing fbdure types and loca.ions at existing buildings to the � ^ north of e it'rt property,prior to WISVu00n. If necessary,contractor shall',» prepared rxinnect new fixtures to the "oft fixture okwical system, per QwrW.t�pt. „J; i - C ,o�� Kroh Ar>ctlitetr�lural Entry Plan for loalloM M�It boNartls• ', 4*�It . , rY" "'1 t Light f,-ie structural footing and basF attachment shalt mata, existing light Pole fixtures. ' .4 orAl iC C ver' prkw to consiru.,tion 1 Fie1Q �Y or PA 1 rl/'yJ, IFI IN 6405 9 R Nimbus Avvnus y / l F n tk x s0M0 I PORTLAND OR 07t90 " �,r,At�E AtvD. 10775 I rfcl ) PbeNe (11013 62e-0465 ru: L".,l) I ,ncr, -10 n �Inlai ' �itEtts�t•1tlA lnr�jl- VAI SIT 94.00ab lie► An Puelun vit.wet�nl.1 ,r 12 I"1N 0 3 MqL, MICRORLIMED il � llllI I � III � VIII 11111111 11111 VIII I VIII I1111 11111 � IIIIII� �IIII� 11111111 rye- tuA9B MADE IN CHINA IN f PIPE SIZING CHART: IRRIGATION LEGEND: SCHEDULE 40 SLEEVE (SIZE AS NOTEPI \ _ J IN THE HYDRAULIC DESIGN AND PIPE 51211`!, WINy DO NOT EXCEED THE FOLLOWING GPM. OF CVwSS Y00 PVC LATERAL. PIPE - TYPICAL 7 WATER USAGE PER SCHEDULED PIPE SIZE POINT OF CONNECTION WITN 2' BALL VALVE -_- FLOW PIPE SIZE _ Q � 2' DOUBLE CHECK VALVE WITH LOCKING CAP ��d1 1 12 Gal. 3/4' Class 200 PVC `rte Iir ,k - I. 11 R - 20 Gal, 1' Class 200 PVC ® MANUAL DRAIN VALV'_ 4 - 20 - 30 Gal 11/4' Class 200 PVC p 30 - 45 Gal. 1 42' Glass 200 PVC d TORO 252 SERIES ELECTRIC VALVE (SIZE A8 NI ; $1 T 45 60 Gal. 2' Glass 200 PVC CONTROL VALVE NUMBER 60 0 Gal. 2-1/2' [lass 200 PVC 9 1 . Yiy'gov. G.P M. ' CONTROL. VALVE SIZE -i , • 4 TORO VISION 11 12 STATION CONTROLLER - LOCATE PER PLAN - 1 I BEAD KEY: -� • - kks� M 0 10 MANUFACTURER: RAD. GPM: PSI: ,,= •" i _ » I I n D 0 0 TORO 10 SERIES 10' 4- 1.49 30 r - i 9TORO 12 SERIES 12' .5 -2.19 30 I m— 2U III', 15 m W TORO 15 SERIES 15 85 - 3.6 30 q l O TORO 15 SERIES CST 49410' 90 VG l�kB- TORO 15 SERIES EST 4'X15' 45 30 '� O-./.8'E - 1 •� TORO 300 SERIES 002 21' 72, 14 35 •,b' 1 TORO 300 SERIES 053 28' .68. 1.3 35 0 THE PLACE �� 191L� TO sHoor V_ IRRIGATION NOTES: F7.=765.80SHRUB HEADS IN 6' POP [!0DIES Ff A ` \ • LAWN HEADS IN 4' POP BODIES. % 7 � @ �� • INSTALL VAI VE BOXES PERPENDICULAR TO WALKS AND CURBS, J E--� PLACE TWO (2) VALVES IN SAME BOX WHEN POSSIBLE. \ g5 • INST HEADS FLUSH WITH TOP OF WALKS. PoINT o1` cowwwloN _ (v EpIF (). PPev10E ANO ING7ALL A L !110 VO .« 8.•LL VALVE , L" DoUll C-WL94• VALVE 1 III qmt; Gowli • LOCATION SHALL BE PROVIDED BYYOTHERS.LT ELECTRICAL PCWER OUTLET T SMALL BE THE THE IRESPONSITIBBILITY L 1 VALVE ANO MpWUAL 0"14 VALVE M VAUI_T Oh JIaMIl OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE r -4� ' F1�LIL6LA6S gox(Cti) AS fGgwh ED• ELECTRICAL CUTLET TO THE AUTOMATIC CONTROLLER. O 1: i • THIS DESIGN IS DIAGRAMMATIC.ALL PIPING,VALVES,ETC.SHALL BE INSTALLED Q I IN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN THE ' SEE sur C i.o2 617E J71L11ILS PLArJ SPRINKLER SYSTEM AND THE PLANT MATERIALS. coHTFOLLIh T eW Gop-Hea 12 1" OF I9LDs.. PravIOL MID INSTAL. A 2 FOIL ML7Lh �ouTiosl. I. Q. ' Toro VI.IUN it A"D I CONiP-a•LEr IS 1° `� • FORTHE OPTIMUM PERFORMANCE ONCESHALL FLUSH NT OVEADJUST ALL SPRINKLER SADS ND �� FOR OPTIMUM PERFORMANCE AND TO PREVENTOVERSPRAV ONTO WALKS AND I ca WALL Mn1MT TYPE. Ilo F'OWLA � A �. i 1 KPEFA7L G1KU1 ROADS AS MUCH O IT THELE. THIS SHALL INCLUDE SELECTING THE BEST I T FCQUIFLD. 6CE / I 'A c NYTLO -w15 SWLLT• � DEGREE OF ARC 70 FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE U/1 �_— TEMP CURB THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 6'St. �� • THE IRRIGATION CONTRACTOR SHALL FULL W RES FOR R.C.V. ZONE ' W V' - Ay NUMBERS i t AND 12 TO R.C.V. NUMBER 10. AND IDENTIFY THESE OPEN j STATION WIRES ACCORDINGLY. O Z S. W. CASCADE BLVD. U1 FIN194-4 GRADE U m 29 ik" / — — PLANTING / TURF HEAD i Lu s3 4 ❑ BARBED ELL FITTING n i9 f1�° L ARLEX ST. ELL Q 'a FLEX PIPE W V i ED ELL FITTING + a � o � V � i 0 W D,..- MDs i --- LATERAL LINE 1 .Dote. 07/20/94 Plot: 07/20//94 POLY FLEX R16EIQ DETAIL NTS File. L2621R0I 1 Revised: — � � FIBERGLASS BOX -- FINISH GRADE /� FIELERGLASS BOX FINISH GRADE W/ LOCKING LID / ' MIN. :' COIL ON _-- j. FINISH GRADE •- CONTROL WIRE —QUICK COUPLING VALVE 4Sheet Title !IRRIGATION PL A� DOUBLE CHECK 24' / (2) S.S.REBAR STAKE W/ S VALVE ELECTRIC CONTROL l2) NOSE CLAMPS GALV. PIPE 4 VALVE W/ FLOW P.V.C. NIPPLE FITTINGS TO P.V.G. CONTROL HANDLE ADAPIER 4 MAIN P.v.0 STREET ELL 4 ' + . . LINE P.V.G. UNION ON ONE ELBOW BIDE OF vAL,0� I e n r -GALVANIZED L-. ORS, .l�v \ UNIONS — MIN. 2 CU. FT. WASHED FE Av P.V.C. MAINLINE GRAVEL SUt MIN. w CU. FT. OF P.V.G. STREET ELL WASHED GRAVEL LATERAL LINE P.V.G. NIPPLE BIJ"1P PACIFIC L1.02 DOUBLE CHECK VALVE D■TAIL CONTROL YALVE 4 Di DETAIL QUICK GOUPLINO VALVE DETAIL NTS 1 V.Kf IILV 10 NTB NTS - •eaI x'a -0»5 '--- - .:oz.+ sna.awa " Jot No n JAN 0 319% MICROFILMED V III � I 1 1 1 I � 1I1 1 1 � III � 1 1 � II1 1 I � IIIIQI III 1 1 1 � IIIIQI 1 11 ; 1111I111 /I'I�IJill I � II1 � 1 1 vlsi aas usoe IH cH Hs V w V y . r it i 81TE (15H 4N HATGNEG, - 1r 4 clod 40 F ROPERTY 501 04R't' y t14 42 w + � i TRABNi Rf GT CLING CHAIN LINK FENCE, PQ 1�► ROVIDE GATT `� \ SAB AB DON'N 1 FP' l \ J \J 7 ` W/ GROUND PINI h ' ll jy ILAJ r r RE.T. DEMO EXIST.�• y ">� �'� \ \ � \ � / V) s: �' r•' f'S ✓ � ` \ CHAIN LINK FENCE, If REMOVE EXISTING `►- �, \, �` b'-m'xb'-m' TELEPHONE 4 \ CONC. PADS VAULT SLOPE TO DRAIN ._ �,` �, a :.• '•\, /' � /'• / � � �- � , EXISTING I \ - BLDG NEW \ / ' I FIREDRANT 6'x6' i/ Y / T. ,, % , 58,935 SC). FT. I B-2 OCCUPANCY 4 I• OFFICE/WAREHOUSE NEW SIGNAGE- j WA`r ,...'• mt:!�TRU CT. _TYPE WN' NEW 51GNACiE- / pe , 1 i 7„071 eC>. F=-r. \ I ! / � E.T.T.R DO NOT EN-ER TINOGCU'AVCY NERR`GA TIPROVCE �: p - ,.. 4'X6' PAD VAULT$ - 1 I 5 i Vglj� } 4 (Z) b' 50LLARD9 2m'-® i MODIFY EXIST, ISL T REQUIRED. 610 W POPLu ' xd+- �+ J it T. Q� p° Win t �,. ,. _. i �_-T- -•.-----r--- ?� �'/ PAINTECI PEDESTRIAN -� STRIPING TYPICALra -� / NEW BIKE I \ �' _►•.' _, ` lie i� 05EE DTL 5/AIZI E.T.T.R �� - - , / �R 1��• . .. d� +�'' E"__- EX!9T'NG PARKING--� / J. --- ' c Q - 4• •T.TI�• '�1'b»- D OL15N- it TB T E=.T.TR RELOCATED I I EXIav71NCS 15 I I 1 i I'-.1 • ... r DPoVEWAY EXISTING II III I g M ILS =r - , �. a- �\ \' �` PROVIDE UPLIGHT ' - BLDG #2 u I \ -�-�'- 33,2193 SCS. FT. - - Mo ` �` \ \ `\ •' I \ _ .: . ..,-.t-,� r22 u, Ex - - B-2 OCCUPANCY I ,x - --s• __.. . r-� OFFICE/WAREHOUSE 4 \ ,�'� ,,� - - - - - - -- -- - - - -- — -- - - - \ = - i � `� � � .b•_.:..-.;;-„--,'.:- -ter- -r�P�,- I CLR VISION EA. R.rc.T• LLJ SIDE OF DRIVE L D z `-45 e. p 3 MPH MAXIMUM - i _ — Fm - - . �`� PROVIDE APPROVED $------------ - — — -- -- – - •�y�O�' SIGNACsE. - - —- ` ----� - — — -- — — — I L., EXISTING EXISTING k T.TF �� I� ,� E / �, - _ j�j ' ,.f� uj NEW PAhKING HYD T BLDGi DRAM #1 \ x-18':m' ' .•'��' BUI*ER 111' LINE OF �' W/ STREET TREES EXISTING RIGHT OF WAY [ 50,000 SC). FT. 0 \ Y-/” _5��, . 11. NEW SIGNAGE L) PARKING STALL WDTF+ NO SEMITRL4” Q ,/ • TYP. PAF [W-s 074_, 9 -C'xi8 -O' j STAL ►�G o _9140 -D' U — I •' / tL PAgCING L COh1PAC7 PG,W' STALL A-0 "NOIGATED s•' I I � � Q \/ • PROVIDE $uFV' -TAL FOR S!GN W. ARROW DESCmNA';Wx\ �I' ,% /•' NEW GONG. 3m H MAIN oc ,, � co} ' 'GBP' SIGN TO S O OMPA_.T PARKNG A- EA END OF ROW. i XTEND EXI T$r MMATCH (BY OTHERS) i EWALK TCr MEET . ' ., PROVIDE UPLIGHT NF_W SiflEWALK f- -�- co t R. OF 5- SAN+I A!?Y t -C t y� EXIB' P II�MCNCs - I �X I CENTERLINECATCH - - - NEW �x 5''.G } G I �, BBASIN APRON EkS TI NG « EX'ST'IvG • CLEAN OUT -- NEW STRIPING ON EXISTING ASPHALT - - DRV�WAY F=f( f 30 I �� EXISTING �d:a �e v 34 ' �1LW� •. : . Q1u --_ EXISTING Ex;S';yG Y� ''''� C0W(C_O`►P �. ' -.Im 1 I.I RE II C, a W,yAa-"ErRP MY AE LTEt FR HYDRANT COMVCOMP P 6 -__. __. P4tiEAEN- NWr S. yv PVMM -r.- - — — Ex S nNG Ex;s_,4G F..s: S404201- _ i ------------- E_ ® GAS '►40 VE C�NCRET -�- - FENCE ETiY Re eea. Ex+SANG xS NG ►✓ I T C T O R EAR Oi O P - - -f TELE mor.; �•,a', h- NEw CONC I 1 R.E.T --- w OS IS R GvE P0*.7EXiS :vG WATER OUALIT�' PROVlDEL LT EXISTING 'CSP' SIGN To I . >s, POw�R POLE -- ATCH (BY OTHERS �, SI'� a Title 5W4LE. SEE CIVIL DRAWINGS PROVIDE UPLIGHT ( I I : _ �_– EX STIN'C �,�D —$�---- \• ..^ SFt►.c4 EX'S-NG m' 15' $m' 45' -15' ( ' EXISTING EXISTING � GNIPMAN � - �o►+ER �� d��>r ! I I MOVING AND EXIS'7NG � STORAGE u as EXE'{caEEN 4a; +' NOTE: EXISTING RIGHT OF WAY AT CASCADE BLVD _ EXISTING I i \ TO E RADIUS CITY T I A ---- -- l "r- ch B ED PER OF G RD Z ,__ _ REsrovE oE`✓t'�t°' - �► pZ APPROVED RADIUS OF 2'15'-0', FOR 30 MPH RFT 571NG TREE !f COLLECTOR 30'-0' DEDICATED RIGHT OF WAY - _ ��" � OF TO INCLUDE (o' SIDEWALK EACH SIDE. _..� _ E.t.T.R t K'S77NG TREE + i SEE CIVIL DRAWINGS REMAIN NE 14, h'E ►1' CONCRE TE ! NOTE: ( SURFACE NEW PLANTING THROUGHOUT SITE FOR Al-01 I I -�OR `� PER ui1DR SITE PLAN = �.. LAYOUT AND DETAILS SEE LANDSCAPE PLAN -- 'VEA SPOT ^+� f f'o A T+L?rV 0 FIRE N1DlZAdv 1 -- NEµ' CURO I y I )L.4CAr*BLVD, 10'175 ?'JP 94.4241. 8117 94 M -4 ry 12 XA 0 31995 MICROFILMED IIIIII� IIIII � Illil I I � IIIII 11111 11111 11 � I1 � I11II IIIIIII �II 1Ilil IIIIIIIII I VIII 1111111 F7BFR- x:1.18& 14 MAOE IN CHINA IN �/ 1 d 11 1 f yr `°RYd 1M 1 d i I , y�1 NNW— E ��' 1i 9 f ..,...., w. ._._-•.. w.,,. . „ __._. . _.,r.. .....-.._._..__ 2�p� .`• ..._ _.._-_...- _._ .._. . . _ ... ._ .. _.._. ..._._ ___._..,... ..».. _-. . _. _,____ .,.._.... __ .,._..._,,,___.._._ _ _. . .tea: Act P •• Ifw»-----.. . . .... ...__.... .,... .,. . .. .,._, I _. ._..__... _ . __....... _ i4sEQUAL. PANEL.& __..__. __,. __ __ __ _ „ _r_ ...___..— .._ ._... ..`... ._ _.. 5 .��• ._ _._. __. _. _ �.'.'.F..3.._ _._..._.__. I yy RE Ir�O—ED }-.. i A 3 pit mAP1 DOpR \ yg, IL , 1 bk"1 � - - -'--4'� M'•A`►•''Bii pTMRJPI►'�G � � R POT y • ,� TILT UP CONC+'�T-- CON6TR1JCTICt4 YE PANEL 430 R,IRR ALL WALLS I�XCEPT s S ; f-- ■ ,,. INTERIOR OF SHOOTING RA -:,EB AN.7 HALL 0116 �+`, icc- MAN DOOM TRAF RA4OM # �' » y '+i TACTICAL R AWj "a3 as T6 COLUMNr) PEI 114 PROVIDE 2'11hc1'D BLOCKOUT r IN CONC. SLAB, IN PUBLIC OVERFLOW, F LO FJ +mJ RANGE 121 AND TACTICAL IM. — O'�£RFLOW, I RANGE 124 TO RECEIVE I 4 DOUN SPOUT TRAP ROOM `�' BULLET TRAP (13Y OTHERS/ I COORDINATE W/ TENANT. SEE STRUC;T`JRAL TARCsETLINE - - _ -- - - - � PURL IG RANGE ILBULLET TRAPS, TAFrAET GEAR n f� E504CH BY AND 6INCr , } , II IBM • i a T 3 3-2 OCCUPANCY U.O.N. ATE TION STORAGSE TYPICAL ( ! IM. (BY TENANT) A3 C NNOE A RING 1 i CONCH. SLAB PJ PJ E•--- — ON GRADE TYP, -------� TW ROUGHOUT , ui i 0j SHELVING By � %0 I 1 TENANT - I 1 t I 0 a- 2 NOTEt F LL VOID WITH P. LAM. CC TERTOP 0 P. '-AM- COUNTER FIXED BEATING I ! '�y j NGULATICN UNDER W" AFF, OPEN BELOW. • 40' AFF, - (24) SWIVEL W/ 1 V! I Z TRZTION OPEN BELOW, BACK-RF•iT TYPE. 9 I I 0 I 4 I a 43°i FIRINGS LANES DOOR Is© 29-BY TENANT) I z 1 TYPE. UON -----T----r----r--- r---r--r-- -T -- T--- �—--'I —. s__ --r--r -- —r ----r— ! 6 WALL WALLS I i 2 1 3 1 4 1 5 i b I 1 I 8 1 9 I IV 1 II 1 12 1 13 1 14 1 15 1 16 1 M 1 18 1 19 1 20 21 i 22 1 23 1 24 1 25 I t"6 I 21 I 28 � 29 i '-aL- -0' CD - t PJ Q �� O� G I OT O O O w o G E 1 • 1 0 �J�-F I GE �- w ,n ---- r. I - ...� L= _ :► _ I DELI y O CJ _ .��•----�''�---—�-- c ' C) Q SZC -- --I ©3 -- =, UJI Ak RISER l _1 1 p b�ti G-AL L E O.H. SECURITY i v ___ - _!/' -.: - '-J--..__ MAN DOOR WA" _ _ DOOR 4 n Q ` I 5 IL 4 "'1ANAGSER --12'-r------ - -- --------22'-I lr�' _. -�'-m' -t4'_ •. _ , �. ---- -0'__-____ -¢' - -- - Ia --- - - - -- - '� 0 --- -- --- -_ ___ a _0 — -1 �� - -�' — -12 p' - - - ; =1m RR RR Aa.� - — - - O' _5'-5 (PIPE GUARDRAIL STAIR 1'-(� I'-0' -b' STAIR' -6' I'-p' 4'-3-I '�------- ., FULL HT. WALL U !1 C 5 U 0 42' ARF-PANT Stp! s,p© �` -_.� AMP I TO STRUCTURE R. Q Rlmc 101 --1-- - - ENTIII f1? -- - - i� O =.Jot 4 CUSTOM CASEWORK J - CUSTOM CASEWORK I I I SHOP ° / T CLASSROOM 4 �� J GLASS TOP 4 FRONT, FIXED STOOL (15) SWIVEL RETAIL 3 R9`TAIL c FD. CMU t GUN SHO FLIP-TOP GATE W/ BACK-REST TYPE. 0i� 4701 DBISPLAY8 GLASS TOPS FRONT (BY TENANT) (BY TENANT) sHv DOOR H-2 - G - - -- - I CIE ASsDI - MAGAZINE — PJ 1 a3�2 f r HI-LOW lIBLE ROOF ` .45 SHELVING B I�L-m' $9. HI-LOW ACCESS FD- cm SURROUND FOUNTAIN LADDER _ — -- — �- — �_._. -- - - 24 6 _ - _ �,_ FOLDING I'-- - ----- --- --p -- •IY 655 r � i PARTITION -- u I }- [J I DdtR: PROVIDE tt . f AL*1N WALL SUPPORT cp- v1v _ IPJ PJ �n PJ ^� - Orb. O ON MULL ION ---- "— c T -�� MEN \ 1 a O O/ (D G G - O� I b of\ -PICS �i3��4 \J AN. I GROUTED :OLID CMU -- I I 1 / .3C: ~' ENCLOSURE W:' FURRINCs -E 1-(� -0' i "-'1 08 1 In I 4 ENTRY e ONE SLOE. STEEL C'OORt3 I 1CLA5SRGOM I ' �' Aami r 6 I •��m= a3 m: Rte'.-`eed:- W: HOLLOW MTL FR, 'IES, O I •. GROUTED SOLID. I 112 I!^ I "WVIDE LOCKS, LIGHT A I 1 Wi FAN 4 LOCKING DOOR ' I WOM_ I 2 r 1 4x4 WELQED REBAR UJHITEBOARDS I ✓ as©' A3.0' EMPLOY,.E ;ge)� (B OTHERS) I 1'!0 OVER GWD CEILING P1QCVIDE ----�'- -- t Y� � BLOCKING I 1 ILLUMINATED TENANT 00 4 � ! I FP,;5E SIGNAGE AND LOGO INT SIGN A15OVE DOOR$ 'THIS HOT 4 COLD WHITE50ARDS // ABOVE DOOR ON DOOR TO REMAIN UNLOCKED P1.UMBING (BY CTHEk-) CONCRETE PANEL. DURING BUSINESS HOURS'. STUB 4 DRAIN PROVIDE VI/ FLcac�e �LrN BLOCKING K PAP. �-�oz ALIGN WALL.U. CTN MULLION U. Q 5 EQUAL P-4NE! "- U N p- :�: NORTH•-I I FLOOR PLAN 4' 12' 2®' 1 > A2.01 4 .ASCAI* 81 vr, 107 75 �00041, $1T A4,W35 i 5rO'32 K i. ��ra�h4'lL.i.ralk�t , P:�:F_:�ua.IM.. R. ....,. -- ... :.. - .. _ -,...a ..A. L, 'a,�yi.. ..;�ry..r a,,..•y. r: ...,,...�,_ �' .:.� -.-,1�s b ... . .f. �4! �r.�Y�i.:i.^�',1^Y. 1 .�Gt�'r,1�,t�Ii '!i�.��'f wB}..�;IF:P.o-".{?bIr/AF.iA�. At r. � e-,,. ;. ' �% II�iRI�I�' !t�. �!AIf6�Rl�.' ,•_ ��. r. .__ . .o.�/.� ilfl{q'�l'raRr.:rii.wl�:..,, 'a�., ....,.'riS.�._...... T.. - �.A' f�;L3..,....i�'.. .._. .... _. r..'.f - � -'y,.�- 9•''•, _ _.�' .. , 'r� '. . JAN 0 31995 MICRORLMED I , III� IIIII � IIIA 11 , 11111 II1I1 � I , III I ► 1111 I i , ll1 111 , 111 1 I , III , ► I II1 , 1 III � I � ' Fm' WAIN 4 MANE IN CHINA � IN l / " .wpm • i �, ' i </A�" CE /F �C 6 e ' . '• n 104e►rAINTer 14 uA V r AL I CL � �.. 40 hkZI w. a- W •�PANITg�` �� ~-� =� I L�X_ N ATIOI " :1 CIA O.i1.V "'.o' s,TAuv._E!!S s1sE: f1C•1C'lR !1►.`x L`EL 's'lilPf°ER J r1 _ dURFAG DOWNSPOUT, N a � • .'tiER _ D�4NE RtAt.►IlhlCs OVERFLOW PAINT I�/OCJr iL • • s; �t3 �I�T•um' Ib'.aOFnres SYSTEM OVER PROT>FCTZON DOAW, / YP .JIDZ TOP ►2GH WITS AND RIGID INdiLATiC"-1 ..202 'P AT TO MATCH BLDc3 p� y r + R'ERIMETER TYP. AOR TT G5 ✓5 8 - C� ►— - K.—F A?2Z .:s ID? Rt l!s[ r• 1 Ei(HAUr7T FAN!► E/HLAiST FA/•tl� , ir—il 4"TH- —. ,p r, x K •x ,� K71 �•- i 'j L so v.r�oR - �[:=�__ -�f''•�(. _ �=3�. .''-� '�� ? Q �WX-f FRir;ANING CONC {PNL 1 RE FORCING SEE STRICTURA� DL664 i2b (7i'1 1'r!' WALKING (----- C�•'IU PARAPET SHOOTER RfECi11RED �'� TYPICAL CAL TYP. P�VE�RF�LO�WS�CU�PP�E 6;TE'�R III 5 ,7 f ANGE � - DCa2RP©� A2✓'2 A2 m .-- / I GONG T,I..T •� _ 2 i 1 SWEET LEAD FLASHIWj WALL P.4RAPET ROLL COIN INTO PIPE I' I dIJPI°LY FANS RANGE FAW`PLY F'LUMB-NG `ENT PIPE ---- PREPAINTED __-- SEE MECHANICAL DWG 3 F ')ALL METAL l:�1�• I. _7 =� 41 r _� ,T lJ ,. 99 - •if. �k all :�L O' _ . �{. -_� ( ��Dt - CS ' MINERAL SURFACE a wo . ,,• � _ �.17►vT MASTIC AT EL?rsEB j / / BASE FLASHING OF Rx"k�FINC FELTS •, I g MECH UNIT TYP APPROXIMATE SET LEAD r-A*4aE / CONI". P.T. CANT CMU PARAPET I fix, i a AZID2 A2ID2 PENETRATION LOCATION °v1-101W I M ROOFING P;LES ' STRIP FROM 4x4 8 J TO BE COORDINATED BY ' r°1FIP'c FLAK BEFORE AZ.m2 -•'� -,� CONTRACTOR W/ TENANT -_—� STRIPPING IN I. FOR !GOOF FRAMING, ¢� MEGHMRE=I�IIGALTDR,4WINCs8S AND 8�PDUILD _-- - CMU WALL t REII�ORCING NOTES, e \ �- -- --.— •T —. T T EEE tTRUCTURAL DWG's °vPOt ELEvATIONg 1 SYT-iBOLB ROOF: ARE IN RELATIONSHIP TO ACCESS I 12' J B' ILT-UP ROOFING LOBBY FLOOR ELEV. (+ I65,5') WA CH Ii I / S STEM D'L 4/A203 TYP. 0 A2.02 A�.m1 rt I _ PLUMBING PENETRATIONS - 1 5 ' SLOPE ALL 1�OOF8 1i4' PER / '9TACsGER JOINTS TYP. OVERLAP FT. UNLESS OTHERWISE NOTED a2ID2 2.NAILI►JCs 8 f SLOPE iRAMING TO A2 02 SEE STRUCTURAL U r — DRAIN SEE ST!ZY-TURAL SEE STRk:r'URA� BUNT-UP ROOFING SYSTEM, i ^.id,A...ING3 FOR OVER i/1' PROTE�TiON BD. FOR T.O. FR2A1'11NC� SPOT 1 FRo4:- Iva AT ROOF AND 3' RIGID INSULATION � ELEVATIONS, SEE STRUCTURAL 5 ROOF LE�LCL �H 0' 8' 16' 24' 42' TYP.!�LUMBING PENETRATION REGLET FLASHING DETAIL 1 T co 5 3' _ Dm4:RP08 I MJ 24 GA PREPANI'ED + W 1 SHEET MTL ----3 �r P.T. 3 X 8 CONT. CONT. BEVELED COPING PLATE W/ 1�1' • F.T. 3 X 8 CONT. I / / OL. CEDAR BACKING PLATE W/ 1/1' MECH. EOIJIPMENT 24 GA f'R'c- HINTED L - _ CONT BI=VELED 24 �sA PRE-PAINTED WALL MTL. v SHEET MTL. - r SHEET MTL. COPING AB'S. AT 48' 0.... GORYT. BE',iELE� -1 W.' FACTORY CURB CEDAR BACKING F -NEOPRENE GASKETED ° CLEAT CEDAR ` ; SEE MECHANICAL ANC1-V", OR DUTCH- I NEOPRENE GA3ICETED DWG'S. MAN ANCHOR° AT 24' - ANCHORS, OR DUTCH- j I MINERAL SURFACE I I v v c I I f IAN ANCHORS AT 24' _ v'�+ {� P.T. 3 X 8 CONT. � C/ I•� // Off' MINERAL SURFACE a 24 GA. PRE-PAINTED pj v v O.G. r , SHEET MTL. FLA.044;t-Ka BASE FLASHING -------�_- -- _--- -- SHEET MTL COPING V PLATE Wl i/1' • LASE -LASHING i'I, " WALL MTL. III ,n /i"� ;_ AD'>S. A'' b' Or - v P.T. BLOC.'CING I CANT `'` P.T. CAN'' STRIP — av I I by -MINERAL SURFACE _ y NECIPRE.' Goo :'-EJ i BUILT-UP ROOFING I I .. I I BASE r-L/6.P4Ws I ANGHOR�S, OR DU GH- III . ! aD ' vv I - n MAN ANC WO" A 24' BUILT-UP f�OFING 9YSTET I I I av v I I ° OL. 24 GA. PRE-PAINTED I I . SYSTEM III MTL. WALL FLASHING °� BUILT-UP ROOFING c I W I I .• BUILT-UP ROOFING CN 15e FELT T?'F�. —j SYSTEM ON 3' RIGID--- --- -- - - - T I I INSUL(2-LAYERS), III MECHANICALLY ATTACH av v I 1%IF SHEET MTL.ol ' I � TO WD. DECK I CLEAT v v j ' . . . , . _ v v ° _ 24 GA PW-PA[NTEC v ` WALL t ITL. i Q _ �- , v -A CONT. P.T. NAILER v .�.—..,_ ON •15 FEL T -YF° omm - - - — - MINERAL IN ERFLA�SF-�I�NCs�E 1 CANT STRIP � I ° om I I I BUILT-UP ROOFING - , V SYSTEM v I p a _ l - I 1 FRAMING evE= C )NCRETE TILT C FOR ROOF RBS SEE CONT.FSTRIPILER -- v v I ° I Q v E —9TRJJCTURAL I E -- - -- WALL. SEI: • S I"IECH CURSAL v i STRUCTURAL .AWG s I 4 �I / OF- CM FRAMING SEE �� SUPPORT EDGE r FOR ROOF FRAMING, .' `+ l''4LL 1 REINFORCING STRUCTURAL �° - PLWD. * ALL EDGES SEE S ICTURAL DWG'e __ -- I \ v / TYP. W/ BLOCKING OR SUPPOIRT EDGE OF P-WD. ' - __ I\_. t U.S. TIG PLYWOOC - .ALL EDGES TYP. W/ BLOCKING OF LIS TIG PLYWOOD MECHANICAL PENETRATION 7 CM�WALL PARAPET' "-` WALL BASE FLASHING PARAPET • CONCRETE TILT WALL n �P. COPING�OC�0NC. TILT PANEL Drawn: �p J 4: =0 DP,42RPO2 �` I' 0' [JCd2RPm4 3' I' m' - a.Q �`� ., :��: Date • - =�" �'� Da.e 08,01115A :tis --- - �-ATiFAC- ROOF HATCH COVER ' R�✓ �� `5 48 RA` SURF AGE -� 15 48E FLA.s+HINC WNTSE ALANr :ANT STRIA Tale - r, eu S L T ,,P ROOF �� R CIF CI ETA4.6 INSULATION f~� �r� (2) PT. 2 r 4 - '!� NAILERS RQQ P r' . � , nt- �. � . r - --SEE STRL' .TURAL DRAGS FOR 2J LAYEQb I Vl RIGID 0 TtBULATION, oVER Pt..wC� +aoc� FR.errING AND FRAMIn>r, Q r /AT ROOF HATCH OPENNIG r 3rdee: 'Vu1�� A2.02 t HATCH DETAIL - G ma;aG•e .1•G+C NIO � 4"�4DE dIYD tOT/5 f pb i IUP 910211. s`!r 94.0035 id{f 32 0 3 1995 MICIORLMED IIIIII1 IIIII � lilll I IIIIII�I IIIII � VIII I VIII I VIII I VIII I ' IIIIII VIII IIIIIII FTwx (;[,AIR 4 MADE IN CHINA � IN > <E _ C 1 R • -r*- -- 1 �s1�OCJ tai P 1►� � o"' ; ccw_ PAD u t � 4-W P"4= OTRM�� ' i• + . PJ DS PJ PJ GS • • 4 TILT-UP CONCRETE PANEL CONSTRICTION TZ PE. . = FURR ALL WALLS EXCEPT INTERIOR OF SHOOTING RANGES ANL) HALL 916MAN 0001111111116 V• + LJ •• I • -002 ) {�/) • • A 9 I I • w •� ft'►�l. OS ;� TS COLUMN - o Ty I Y I • m Rl F r ps �} .;�D1 NDA"PE R (� PJ - i�OWN SPOUT TRAP ROOM s �� TAR3ET LINE I YPROVIDE 2'Ubcl'D BLOCKOUT IN CON-rxE f SLAB, IN PUBLIC PUBLIC RANGE RANGE t21 AND TACTICAL ^ , RANGE 124 TO RECEIVE 121 BULLET TRAP (BY OTHERS) r COORDINATE W/ TENANT. SEE STRUCTUI`'AL A34�1 �■ ;,I :^ 3 [3 1 OCCUPANCY U.O.N. ,.. BULLET�-T NOTE. _a �--� E GEAR NO FURRING ECIUIPMEN I AND �O�O wu r SEE AbOl BENCH BY TENANT. �+ CONC. SLABON PJ PJ - PJ — THR049 GRADE ---� FUTURE TENANT UNFINISHED i '_NOEL VMC, BY Q • TENANT i '; •- Nom OPRlNQ.E UKMR P. LAM. -OUNTERTOP ■ P. LAM. COIR•NTER FIXED SEATING I R OE'R CONS 14=10N 30' �, OPEN BELOW. (24) SWIVEL W/ I I (o - OPEN BELOW, BACK-REST TYPE. co N Q W 4 FIRING LANES I G DOOR 2D 29-BY TETyAf�IT) ` O - Z J TYPE. - - --r--T i 12 1 3 1 4 1 5 1 6 1 1 I a 1 9 10 I n I 12 I 13 I 14 1 15 1 -16 1 n I 18 I 19 ( 2m I 21 :2 I 23 I 24 I 25 I ?b ?1 I 28 I 29 r C W4.L WALLS - 2'- ILI -m_ _�., _m' -6 -m' -b'-m' _m 6'-D' _�,. _©' -6'-m' -m'- -D'.. I _�• - _�4 n� G VEST. RR J PJ � .. � T_r P� f 11 O I O `.-1 O O `.J O O O O I©3 128 r •m OFFICE LL ■ _ - m � lu _ I E L r •` 3 © GALLERY © `� 4", _ STAIR •1668 n Slml ® �' ® ® ® C� 129 yam; na ... c WALL � soPE-r _ � _ -,� ® (^ ^� EMPLO EE 4 ENTRY -. _ -- - --- I Y — - -� '-? - -m _-_-I2'-m -b - 4'-m' ` 4'-m- 1'•m li4 4'-m 3/4 4'-6 MANAG=ER Q I ----- �4'-mSTAIR -- c0 15 5`-5 1�1' 12 RAMP I'-b' I'-b' I�'IPE ARD SIL � 'b" -- 5' ID lr1' 1'-4-114' • SImE SALES I j .._.- �, � - - - - - - - -- - - - - - - � � - - - - - - - i - - - - - - ' n CUSTOM CASEWORK A CUSTOM CASEWORK - RETAIL CrLA89 TOP FRONT. +L GLASS TOP 4 FRONT. FIXED STOOL (15) SWIVEL RETAIL DISPLAYS 3 _ 1 c�-u _ -- GUN SNO (FLIP-TOP 2TE W/ BACyC-79T TYPE. Imb (BY TENANT) FLIP-TOP p753� $ � 5 � � I � l .43G2 PJ iDOOR H_2 � _ _ - - - - - � L - - - - - - -- � L - - - - - -- - ' L -- - - - - - - � _ ♦ — _ �- •. - PJ — .�—w.G 4 A 4- MAGAZINE GOII�'�N ACCESSIBLE ROOF I'4 S+••.ELviNG BY M 2'-0' SB. HI-LOW ACCESS c ASmI � Dreur*~RJP F,D. GMU _---- -- TENANT SURROUND FOUNTAIN L DER c MAT — - _ �\ t— __L115� .1658 N cr-1 PARTITION I � ----_-_- - -- --� - ---1 (^ ), i , Dotes P>?�.'4�1/94 I PROVIDE I -� _ — _, - r I - _ - ---____ _- - _ - -_-= s• - c IY SUPPORr ALIGN wAL L -- cam- e'.n , I PJ Pj :,N MULLION-- -� 6 �.. MEN I A O I O I PJ O PJ "� �. .. I I O PJ\ ��: FO. PNL I Plot, �9/}9�34 1 F � G O/ 4 I •' 1m9 JAN. Files: C GRO11TED SOLID C"U — Imb �2�r�j ENCLOSURE UP FUIRRIW-s I , ENTRY 1 Rwl►lid: � _ , ONE HOLLOW STEEL DOOF29 1CL ASSROOM ; 1 1�4' 1 6 .a3�: A3 ml W/ HOLLOW I-TTL FR.41 !E8, ; csROUTED SOLID. ©� PROVIDE LOCI S, LIGHT I e a ' vii 4 FAN 4 LOCXIE DDDR s WHITE50ARD9 I I�C�M A4ml A3�1 Ln , 4X4 WELDED REJAR I (DY OTHERS) ••�� - OVER GWD CEIL MG A9�1 PROVIDE DI_ccxjNG I I IJ' / ILLUMINATED TENANT MT SIGN 81 as Titer i t 1 I RISE / CaNAGE AND LOGO ABOVE DOORS THIS 1 D�gICN 1 ABOVE DOOR ON DOOR TO REMAIN UNLOCKED r 1t ; ►- D« --- —_.- _. > / J. CC7NCRETE P.WEL. DURING BUSINESS HOURS'. i --'� ;�1 D '. �_7 Pj PNL Pi ej � liq• .43ID21 C3ID1 ALIGN WALL -� ON MULLION LL --- EQUAL P AN E L.T - ----------- ----—— -- - -- - - --- ----- - - - _ -- i1 6'--— - �7 ?) 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MAN MANt ry,plr C,OOR DOOR l7OOR 6'-O'H NL .NK TIQ,GA�: ENCLOSURE. 6HOWN ✓A8NED C-CR CLARIT`t A3.01 ' WEST ____�_____. - � : 4 r 2 • k y�� L W Jeri 0 ,{ !'0'1 MICROFILMED ( III , I111IIIIlfiI , III� � Iill � IIII111 "t�l � ' 11 1111111 Fun- GIAW 4 MADE IN CHINA I I 'N { ..ter c�lNwaw• a 1/4� `4 3 %`� Pxl� 6Y STIwM r �• -�, ROU* FRAMING :,3m� UNIT SEE @TRuGTURAL r � HVAC T NYAC &UPPLi' RMI IM. __. - s" <' m.Ft h 9 E i � ( i�_.:...�;.� ^, I HVAC EXHAUST FAN r-- - -- ..............-•... 11 GTft4 PUBLIC RANGE I __ I i GALLERY _ t C_..— _ I � I I 18 GA. �. I I I CLA" i ( .. I _.___ __ _�._�.._ TARGET EQU! E%j[T_-... I i gTUG9 _t'�ta BONG BEL. ._. - 6E� b, JCTiJ*, • '� , - I I I BEE STRUCTURAL At �YAI I -.. RANGE l_IGHTI L' I ! BAL LISTIC, DE EC.T1 T TRA Bi( I �" ! TENANT A' c R ---- T_ I T �. �! SOFFIT �! 1. r'Q,cr�tlNdG TO� i -^ I SEE STRUCTURAL I I E 9TR,ICTUA'f A80vE PROVIDE 14) LA`°ERS i G!1► STL" ATTACHED OF G•� AB4,/E • I� O.C. y(<. O 5 OUCTURE AE!,-)`/E G14G Ir BUILDING SECTION P. GCNBTRIk:TION �✓ - , NOTES! -PNL WIDTH V.+rKIE5 SEE FLOR PLAN A2 mI 3-PLT BUILT-UP ROOFING. ON 17' PROTECTION DG OVER 3' RIGID INSULATIt)r•: OVER 5%8' CCX ''`LYuk70D, ON -PROVIDE NO RE,/'P-ALS RE' ALS AT REAR WALL WE5T -- —SUSPENDED ACT CEILING WOOD TJL 4 STEEL :'4R GLU-LAM BEAt••'8 AND STEEL COLUMNS. SIDE OF BLDG SEE BLDG ELEVATIONS A3.0I 1/ CONC. TILT OR CMU WALi.S AND BLAB ON GRADE TY P " QED CAULK GALLERY FIXED SEATING '�� . ACT GE!L! �-�--- W/ SWIVEL 4 BACKREST PUBLIC RANGE PROVIDE 5U5MITTAL I ( L-.L:Ji GUARDRAIL FIXED 6EATING __. � 5 - - - W/ 8 WI VEL 4 BAr„KREEST- I I PROVIDE °SUBMITTAL - PL AB. LAM. I I ./ES'!w5�LE TABLE W/ :i�>:"� I [� PA FOOTREST I I I _ _ '� _ - Dow TRAP I I I �� kl\)AI ;r TACTICAL RANGE I Ia� { i BULLET TRAP BY �i� I i TENANT CONTRACTOR I I TO COORDINATE CLASS ROOM I I 1_ SEE STMACTURA. i 5PRiNKLE UNDER FOOTINGS --- - -- -_ , Iws TJL RISER CONSTRUCTION SEE STRUCTURAL - --!> - y SEE STRUCTURAL Q - FOOT DESIGN BUILD MECHANICAL CONTRACTOR TO COORD. BUILD�NG�SECTION 3 WALL SECTION WALL SECTION _ � , RANGE VIEW0_ THMOJ ROOF P,ARAl1°ET AT Y>r5 B _E U7 W lm\ Q 5 z 0 A202 Q BUR SYSTEM `--_I � a+ - T.O. WALL 3-PLY BUILT UP ROOF T.O. WALL 1 TAP.WALL Q W CAP SHEET ON-- --� - - — _----- — —._ _---- --- tL f�ROTECTION BOARD 1 ON RIGID INSULATION W Q PREP c r•-- a .,• � r RE�.___ 1 I~Y OF FRAMIW_3 EE 6TRUCTURAL— I Y I __ (' ° ui ROOF FRAMING V,// I ROOF FRAi LING - ROOF FR.�.r"^NG / SIM I SEE STRUCTURAL - 1 SEE STRUCTURAL SEE 5'RIJC r.RAS 1 E 5EE RAMMING-L ---� c CONC. TILT PML---...___. _-- ) DRIP j I SEE 5'RUC�'URAL Q Q _ 9EE 5TRUCTURAL I EDGE 1 E WIDTH •u I I`s OF ENTRY --------------- 1 —————rl� ———— �————�.�—.�—— `•., — ��—_..—————�...�_.— �——....�———� ————————— .--� R-11 RIGID INSULATION R-11 INSULATION NO SCALE W/ VAPOR BARRIER----- W1 INSULATION uj W/ VAPOR BARRIER - - -- —� ON CLIPS i� O/ VAPOR BARRIER---------�(,: R-'' INSULATION " ON CLIPS 1 I ( ON CLIPS w.' vAPOR BARRIER- --- { 1 C- I B-_ � DEC e 1 ON L P5 Q AC. CEILING 1 '^ MTL STUD V FRAf 11Nra CC.�NC TILT PANEL .1 all's 5EE STRUCTURAL - --_ SUSPENDED .I SUSPENDED — A9m1 5L16PENDED - rD AC' CEILING I ACT CEILING I ACT CEILING ,� -- d , (; l A l 0 SUSPENDED ACT � 0 CJ 0 •' 9 w SYSTEM x .- G'.✓ <.,o �s RE YEA, Y EXT. G.W.B II I6 - L - -- I F'T 50L'C BLOCKING— atQ. ? dQ1A E.I .S. PROVIDE BACKING PF�'Ov!DE BACKING A I DRI-VIT gYSTET-' I�; i FOR LOUVERED BLINDS - �1 FOR LOUVERED BLINDS r / t Plot: --�'3ma94 !' INSULATED d i GLAZING I�'--•� i; � � a CONGEALED Z 1/J' MTL STI1p8 �� I CLOSER ____,___--`________.___J__� �-_r.— --- r • 'b' OC. W/ _-- _- PAINTED 5i8' TYPE 'x' l -I -� F Film �23W BATT 1►dBULATION I J GWB OVER :3-5/8' METAL I; FURRING STUDS Wi BASE ,\ '— i NC IN5ULATION, : PURRING OR VAPOR--- OFFSET ALUMINUM I I I BARRIER AT RANGES A 00PI&'04 `t I GLAZING SYSTEM j i I � ! 0 Wi HORZ, 4 VEF'L_.___._ I' AIR SPACE MULLION JOINT;',. I II y I gB 0 FULL 11T. MITER CORNER I 4� ENTRY �� V CL A85 ROOM SALES I EMPLOYEE ENTRY IIL�— I '�- g� �, � �•. Trtla SALES © I r—�•- '' �, I CLASSROOM e—::-' 3ECTIONE a I ' ATT�A.C!-1 METAL STUD _ r •2 WALL SECTIONS ALUM STOREFRQNIT TO MULLIONS - DOOR W/ TEMPERED I IIJ L - a° i ll *!T --_j 3 !V L STUOb _ SLABS OFFSET ALUMINUM —� s 0 • 16' Q.C. W/ I ------- B BATT MSULATION � , � STOREFRONT b' LONG SLAB ON 4' II "gam I GLAZING SYSTEM �r m '^ I GRAVEL ON VAPOR dd�t I 9 I 61 BARRIER AND 4' CCf"IPACTEC FILA PRESSUE ' o I I ry SLOPE 1 ( FLOOR LINE I TREATED 2T 'i /� FLr'- 'VE • p-- --,_--h _-- AT PERIMETER T-r FLOOR LINE F _ - 3r�AL"E 5EE / . °• If OF SLAB t" 7� .A.�.j wti', ••Li•�`4R,r 7!`1"'! ►+r N'^ T •!•..,(Ir}•A �r (.L; y'!Zr,w.• o •. 1 r$i° °4 °•° n .. .° -, R-5 RIG!n ° r J�• o. 1 �OTTIGI - 7 , ' T__._- FOOTING FOOTING „ � INSULATION. VERT a W.iTERtIrvG- ' j' ` �� i _ nF o SEE b*R TIJRAL �' BEYOND SEE STRUCTURAL - - l'1 �-> '° DOUN FROM B.O. 2x /"�' ~o.• TO FO IMG TO •'FRFORATED DRA;N RIGID Ii`!£�ULA`101•I �' • �� °o n� TO FOOTING TVP_ LINE W- FILER FABRIC ANCHOR A8 REG�'D O IN CLEAN GRAVEL FILL � n TYP EXTERICWt WALLS - r WALL SECTION WALL �SECTION _ WALL SECTION WALL SECTION TVP. WALL SECTION A3, . • MAIN ENTRY FCEBS O' STOREFRONT ExTERIOR GLAZING ! 3 .' � �. TILT SPANDFRL._ • EMPLOYEE ca I,ASr:ADE GL'JD 10'7/6 BUJI'94-024 t SIT 1fl Q� JA 0 3 19y'I mic LMED IIIII �� i viol 11111 11111 III ) I 11111 � 11111 � 11111 � I , III , I I III , I I , III ! ' ,I M78F - (irAl98 4 MADH IIN CHIKA IN 6 6 1 d 111 1 i "m rip Irlfh s LAv LUI pwIt#CAV"D i%, ATE moi" ., FIDEWil.AA36 ,�jR,` v� tic 0q. . .,•,. �••1��..'._,,- '.. _-. �p ,. 10 TLT PAKTITI�JIV6 REINFOI�CQG LE'✓ERc PI.ATE Cat.A66 ,,, ,, 6HCXN DASI'•IED FIDERGI_AS6 O)INTIRATED MIWQCJRS IN 68 PANIEi. ALL WALL.6 � . CLAIRIT1 PANEL ALL WALLA f T FW,W1E r a Il/,r 1 1t A C1� 1 UPE Irt,4 TE G F ~•� � i` ♦'r�► -r I �1 j / 400 3'"6' 1^• I . I EN FL+11(�ETr ; ' '•� ,/ a ROOF , rr' -®'+ - ! I ? .Y -- r.. . •� I � .___._ . . ACC..ES16 � ,`. �� '•-� 11' - -_-- -�--7- . Z ;__ tF3 »____-T•^•► .._.__ + . v . I C14 _w -IEN I r 4 , . IN6ULATE HOT WATER ft&A.ATE PoL r koArFOR .. ,• R ,'i ., �•`_.__.. AND DRAM PIPE -_ � - INC C4 A JN P"06 IW„ r-LUSH CONTROL TYP_ NO ROUGH - 6' COVED VINYL BASE F�ubH 8o4'rmc.L TM0°• 40 SAN • WIDE SIDE TYP EDGE6. MAINTAIN TYP IN RESTROOMB WIDE 151DE rrP JW 296 wkWAMII A �, CLR FLR SPACE GSR RJt. /r� v vs REST ROOM REST ROOM = . ,TLT L JANITOR 5 -�' t !EN 6 � WOMEN v 97 TLT ' `--r!• d1 TLT PARTITION15 TLT PARTITIr)N5 SHORN DASHED bHCUN DA-61"mD �A/ wi L.E oVOR [!mss -IifEGEbbE.. FOR CLARITY ADJUST. N� ✓u:ARE PAPER D.6P FOR CLARITY- ' - V- / �► 8HEL V INC U / SPRINKLER RISER MICROWAVE844E VERIFY---- --{--� VERIFY 81ZE PAINT 't---- 12' 3'-6'..._ ' `.� i CLOSET LOADER CABINET ----- --- g0 I 3'-6 ll I •� DRAWERS i i i '- '_ . �- LAV r PLAS- LAM. SPLASH r I I r r Uz. Y i------ 'j i------ FOCTUFABS and A NOl'Ei C `U i— I - - - R1155ER BASE _T _ / �.. 'C-E- 1-410ER D BP£'�e-ER = MIRROR W.' S.S. RAE 'FLUSH MOUNT ACCESSORIES ON 't A v A B C .. 1-HR PARTITIONS IF REQ'D REINFORCED REINFORCED FIBERGLASS INSuLAT>` HOT WATER SAh -AR` 'rAP+C N RECEPTACLE a MTL TOILET PAF2T(TigN FIBERGLASS PANEL ALL WALLS AND DRAIN PIPE F SED- - 6CAP ='5PE"-`-''ER . N C.'CANTER' DRINCING FOUNTAIN PLUALLMBING DIMENSIONS SYMMETRICAL 4 WO PANEL ALL WALLS PLUMBING W4LL BETWEEN MEN 119 1 WOMEN PANEL ALL UAL-5 My X110 T`rP. UNLE" NOTED OTHERWI REST ,nOM (cont.) EMPLOYEE REST ROOnn ; !sQ..•'aC C%4 ., FLOOR 8 VK Q P.4�'ER -�:E� 'c > SEAT CCVER D!Sr�. USE 'GDF'' CAMPUS STANL`ARD FIXTURE, V 4'- I'-� � .:'= i - DISPENSER i 4 TOILET APPLIANCES a'= e" MEN ' C' EMPLOYEE s ""PROVIDE LEVER OPERATED FM] FLOOR DRH:N .,•"DOOR 4140 LAV HARDWARE PROVIDE BLOCKING FOR ALL GRAB BARS, SHELVING 4 CASEWORK A8 REQUIRED. REINFORCED ,� ,. � 1 F150174aLASS 2'-0•x:'-0' CURVEC COUNTER Wi ENLARGED RESTROOM, JANFOR, and SPRINKLER ROOM PLATE �:N LOUIERED PORTION MIRRORS 11: 89 0 < 1 1 - FRAME .. PARTITION TYPES, SEE A6,al I LAV. W.' LEVER 4, ORATED 0;, CURVED COUNTER W/ • -b -. G' - o _it rr21_ d) OPEN I LOUIERED PORTION W CE LAV TF/.A�J + I . I r \ v OI Np 24' r• lob TL N h m - U,C. r I A 15 v C A-PARTIAL B-PARTIAL I 1 INSULATE HOT WATER 1 " ._ INSULATE HOT WATER AND DRr'IN PIPE ACJUBTAd.E s AND DRAIN PIPE 6' COVED VINYL TYP_ NO RrA4;H 6HELVES , 1 1 - BASE TYP. EDGES. MAINTAIN0 * -`- - _ NEST ROOM IN REbTROOMb CLR FLR SPACE S_�ELI CQ�JNTER . ,- ; 9 a J'-C' SHOP -0' INSIDE ; ' I _,_i - C CONT. 24*D PLLAM. COUNTER M 2B TRESHOLD WALK-OFF AT �Am: •-------�-•�---- ----- I CPP. ' __ _ I_ � N NIC I L I'-0' CURVED GWB SOFFIT I -0' CURfED G.:$ SOFFIT co • Aw LIGHT BW;iOM r •• FINISH TYP. ! FU Eli �i (U EQUAL SECTORS Q , `` �I / HEAVY BROOK! FUTURE I 0 ) c��e � cA Eu,oRrc FINISH TYP. `\ ` ' \ I I / %'' // SMOOTH TROUJEL CURVED COUNTER t ! Cf e 1\\\`\ FINISH TYP. 3 1/2 \\ ' LIGHT I3RO01`M C-PARTIAL 1 D-PARTIAL ' \ 2 .0-4-3'-d 1/2 3 \,� 1 ' //��i� j%�j'� FINISH Tl'P. 1 � , FCR PLANTING SEE ` , / \\ . _ , L ANDSCAPE LI m � :::�. �� \ I' I / // i } D EMPLOYEE and RESTROOM .� ,r , , .. . ARGE �_.��`�'.. ,.� / /�� ,:�. •';: DELI COUNTER (cont. - --- - E N L _ _ . :;•�'' \`= \ I I �/�% �r ��/�� ' �O .. _ �' OUTSIDE 1 . .� 1 o 2 - PARTITION. YYF'EE's SEE AbtLl WINDC SOUI V. Ly 36'H BIKE ,ia __... r2' BOLLARD - - TYP. (4) \\ + NIC - ( -- _ -.,� \\s IAMOND PATTERN i TACTILE WARNING L- NIC - 1 _. WC7+� y G REF - PAINTED STRIPS — - _ 1 , .1� •p _ - ~- 3' 4 WIDE TY, (I`iATG,4 COUNTER — 1 - = --��-� r EXIST. CBP COLOR,) II II II I PAINT _ . . . . 44.0 . . i.. ---- 8 42'H LIGHT. -1" CURB RAMP BOLLARD LONER CABINET rYP. (3) 0 34' NOI�TW , \ a J'/ f- � 20' DEEP >Vt - - - - - - J HC PARKNG SIGN Tl'P. '� i t Of mI COUNTER e. _ c c Y r 0' 2' 4 6' 10' STOCLb (BY OTHERd) NOR% J A-PARTIAL D-PARTIAL GRAPHIC SCA ErAP�PLY TO ACY 10"O ENTRY PLAN DWG'9 1�,3 0>! 4/A4ml. EN�%�LOOKING OUT ED DELI COUNTER �� R4 . , _TYPES, !SEE= 4 0 ' ->• _ ' .jp� NO' %4�f" t.'.',F(�f BLVD 14ns r.?+� SIT .gp9', 1. j"In 0 :1 I1191, MICROFILMED I � IIII� IIIII �IIIIII } I , II }� 11111 11111 VIII I IIII } � 11111 � VIII IIIIIIIII I VIII I , I � I � i - (;[AM ! MADE IN CHINA IN 1 d 1 1 I WW!Tl00AJ%->6 D't TtN•1NT M . a e WHI1eMOARC•:8 Dl IFNAt:T WHITK5OAlItD6 5'T 'TENANT p."_DINu ftoc"I DIV1C'!R PR`vID! pwc IrY� Wal�'EW !!r 6" ?"74;&4 bCMELkJL.E R%WVIDE 15LOCKING PIIEOVIDE OLOCKING F'1aL /IGE Di�X.K ItrCi "" PWVIL>E SuP1St /yam '` PAWPAINT PAINT p1AW , c ___. __ ___ ._ __ �► __ ---__ c _ __eco_ __ _ - h . I�.1�Fi ea9E pi N cr { roTNa LJ " CLASSROOM 112 2 CLASSROOM 125 FIXED BEATING, FIXED SEATING. I'_a' CURVED GAM £aOFfIT - - - ----- --- --- SWIVEL 4 SWIVEL 4 AHOY£ RETAIL AREA BACKREST BAcxRES'r (STOOL HT.) (CHAIR HT.) 1 FAINT PAINT WAIL ----� F- I OPEN THRUTO EXIT I � i I I eTr°ND I r • -rte,-"' RAMP - DISPLAY COUNTER PLAS. LAM. T77A DISPLAY C.OUNIER PLAS. LAM. OPKsLA89 FRONT, ADJ ENDS, GLASSFF°JNT, ADJ �PLAS. LAM. GLASS 9+4ELVE9. (BY OTHERS) GLASS��ELVES. (15Y OTHER!) COUNTER FOOT REST i RETAIL 105 1'-0' CURVEO GW15 SOFFIT ----- ABOVE RETAIL AREA i ---COLUMN PRt%SIDE BLOCKING Q SURROJNr CL _ PAINT -- - - ---- --- - - - ---- - ------- -- - --- - - � j Oj it II / HIGH/LOW I Lu0 , 0 0 '/ �� ,, / /// FOI,lNTAINS OPEN THRU TO / I \ RESTROOMS I I 10 I j 0 Lol \j ,� F- m Wcom RECCES&=. Er-4• -+ RLMBER ®ASE T)'P. THROUGHOUT RETAIL 106 (cont.) I 3 ------ t� �u CCNT. PLAS. PLA.!. LAM. Cl.W%ITER PROFILE OF ' ' GUARDRAIL/ I LAM. COUNTER W/ PAINTED PIPE GUARDRAIL I -mGURVED C�i1JB SOFFIT HANDRAIL AT PROVIDE SUPPORT LEGS AND FOOTREST SHOWN DASHED SOUND WINDOW ADOVE RETAIL AliEA OPPOSIN(s SIDE SOUND WIIN,POUj FOR CLARITY ASSEMBLY TYP. OF RAMP CURVED WALL ASSEMBLY '"TP. 1 V 1'-© dJ qMC CAM SOFFIT ABOVE PAINT y C !� -. - <:A,N- ,I, PAINT Go -rr r- .1 � CURVED DELI COUNTER /�. I I F rT1 1 i ! ..��1 OPEN- Drdlsrn:RJp SEE 3 4 S/ A401 I _ -. . - I I I 1 I I I BV'oND ToWINDOW , Da ts: +a8;moi '9+�--, I � l � —8F'ATING - -- —__------R,�1"1P-----k--------RANGE .ES' E D, -��' CS J��_ � I � J AR LAST SEAT 4 POST REMOVABLE EA. END. 'a: %4dN9ZM RETAIL 106 (coat.) FLUSH AT FLR '+OR HG _ .►°se= o L3 c�I�oR EL E VA,na`S 04AS sl �� A5.01 Ali euv w.m+.WT 21 OF 32 t J,°Irl 0 :1 Igg4, ' MICRORLMED Illllll� Illll � IllFIWX- GI AN ll I Illll� Illll � I ' lll ( 11111 I illi I Illll I I , ill , l I Illll IIIIiII 4E MADIN CHINA f IN I p E > CEILINC"a .4455EMELIE5 CL NOT11111 I eeg 4111,4111IM76 A6v " calLwo 11,L NE' &HCIE'b 4-'Afl. A"D f-At _6CA-TwCh O c_ big' -yps *X* cryfb DG cpq 0/1%, T 4 Ce PLY&CM Ck -4 SA T at 24' Or- w/ Q-1 MA" • TRAF ow r"PT Lw7apirslo coo 15'-el' TARGET LINE LEADING EDGE OF BULLET TRAP 5USPENDED 3/lok," STEEL F-j- '.1E 5ALL15TI-- El El E3 El E3 13 E3 El -a-- 13El 13 13 b%&1b W/ 4/0, 51we EA E__'EFLEc.-roA� 5,y TENANT, I.ONTRAGrOR Go.0 5e4-ow AT TO COC�,-eDINATE CZ , r,,r F RANGE LicxHTIWBY TENANT. _>ESICs,'1 BUILD CONTRACTOR r TO COORDINATE LIGHT rONTROL5 TO BE IN CENTRAL CONTROLIkI _,4-'ERs 1/2' T-pt or PANEL AT EAST WALL OF RANGE LIGi,4TI14C.j RUN$ TO BE G a - _ 40476 A6 WeQ GANGED TOGETHER IN THE NORTH SOUTH DInCTION ACROSS 6,1111kc-, .1./ 5,/*, Type x GOA* THE RANGE ALL INCANDESCENT LIGHTIN-s ON DIMMERS 4o4 M156 (7otQ CPV'.T' T.APOQMT LINE �ML- 50'-0' TARGET 1,INE TACTICAL RANGE ____ I El El 13 E3 El E3 13 El El E3 El 0 0 0 0 8 0 6 0 a a a a a a a a + F1 E3 13 El E3 El k3�� Q,_i_a El E3 E3 E) G Rii,*4GE LIG04 • T W-9 5'y' TENoANT 4 DESIGNI, 15UILD CONTRACTOR 1- Buli-, _-' mcoor"_ SYSTID, ON "iTION LIGHTING RI.M TO BE GANGED TOGETHER IN THE Rft0'ES*rK)N L-,O CN QjGiD EAST (LEST DIRECTION, FOR EA LANE, (1)FOR I IREE TARGET 10,0� c-,volf0t '4W'%AA_ SAMCEIIIIIII: P05ITION!, AND 1) ABOVE THE SHOOTER INCANCESCENT LIGHTING ON PI-C DEcjcjwA ON whoop 4— LIGHT Cc�, TROLS TO BE IN INDIVIDUAL PANEL AT EACH SHOOTING foUf:3LI(:; RANGE ON DimmERS AL_ INCANDESCENT LIGHTING C'*N r,)IMM'=-R&. 7ft66ES AS PER OTWLCT. Ar.0.5rCAA_ CZILWCj '"LE IN &JI51"'ENDED 2)e4' F"WN*W1ED CE'_rkt5o CsMD SyGrkg* OPEN I URE IL -R. E _j :r 21'-C' TAR05ET LINE 21'--C* TAftaF,.T LINE WALL B a a a a a a a a a I PAINT OR PROVIDE MATT 5LACK ACX60WY ITEM& FE3 NOTE6 E A1006E D TO VIEk;.,i IN RANGE, JNLE66 OTWEPR06E 4OTM E3 13 2 El E3 13 E3 El El E3 2 SEE SHEETS 4,2ZI A?,C A401 FOR LOCATIONS L 3 VERIFY FRW"Wa SIZE AND 6PAr-(Wj O 6TWLjC7L0tAL, V -jV' TAP4ET. LINE 10'4'' TARGET LINE AND FIN16114E5 0'rIiaii ROOM FINi64 SCII-WDULE. a a a a a a a RETAI. SIDE 5/8' TYPE ')f GYP. BC, LTJ El E3 E3 2-11",T-L, 5TJOS at I&' 4d-p E3 13 E3 E3 13 E3 6 13 13 13 _21r Or-, 2-!'2' AC4"TCAL BA'* -7 Csw5 SOFFIT o GUe SOFFIT _y-y-y,-y-,y -y-y-y-y-y-yelyoilll 5"s, -rPE x GYP 50 v__1y1_1y1__1y1_1v 4. 1y_1y_y_y_y_y_y_y_*1y y_v_y_y_yy_y_y_,r at *' -4 VE6TOULE 61DE OL, 2-;,ii2" ACOUSTICAL BA-r N&SULA'!OIN, (2) LAYE" F1 ING LAMES Ei 13 El E3 -8 E3 E3 v Vp I"Tr.. CoORNEM, co LAYERS 1/2' TY"E x' +1 GYP. BID, T�S. =_LIM U - - - - - - - - - - - - AII MR 5TF;LCTLfk4j_ w (C>A5*.+Er.>) SEE PLANLO, DE 6 oi� 13 FOR S ZE Al"C LOC.4T-ON 0 z 13 13 13 13 13 13 ENTRY Le AI CD _J Al do 13 13 6' ?"fr- STUDS at CC., 1410 1 IXI GYP �1.0 EA SIDE, ACCIUS-C.A�_ BATT INS"L, co (AS) VERF" PLUMISPirs CLEARANCE& AND _AL: Ti-qCKNE" r ... . ... .--- Aid Lu A, U evE, w A- 6%cs CzLN 1�7440f= at 1161 Or- 3 1,12" AC0...iVtr_A_, fQ - A L b/0' - IRE 'X' GTP 50 Al j 6- . - 'a 7 + + BATT !N&ALATION t (L INSULATION W/ I�ATT LA W46' s, __T__F_I u C2 r V' 0) 5 12, STUDS 0 i6l 04;. 5/09, 1XI Gyr, 50. -0 EAC.,1,4 WDE U1' 3 1/2' z IT L13 T_ W1 BATT BATT L-_ -t / �� SINSULATION 57LA:>5 0 JANITOR GYP* BC A.:- _IC�f iW rFIROviDE DRIP EMPLOYEE 3 1, 15.4, TYP. CEILi�G EDGE ABOVE 12e 12 el '25 5EE STRUCTURAL RAJW36 RECESSED ENTRY. Drs win, ENTRY t L 3 II 8 F, W1 BATT 01 CL3 SEE b/A302 (D INSULATION ROOM SIDE Date: go/oLI"b4 MEN /X M% STLV6 at 24' OC, Joe 3 V2' AC4X*TIC.AL BAT' Ips N�/161�4 X 9' CO3CRETE BLOCK WALL (GRCUTFV SCLID) r 01 c), 'r-11e; $49142604 4- a, 12, R,4NCsE SIDE STEE L COL J"IN CEILING PLAN tcxRcu-EO SOL Z� Bs 1 - I! WOMEN pboom SIDE eoes RISER • ASSEMBLY AND CEILING 5 8' GTP 5c., :0 1,21 III I rTrL Srxs at 24' OC. TYPE'5 ARE SYMMETRICAL 4,15OUT CEN',ERLiNE OF RESTROOMS 3 1/2' ACOUSTICAL BATT II 8' CONICRETE BLOCK C61 6- L FOLDING PARTITION ITION A WALL Glik 5ELCAJ) PROVIDE MA5AIINE SIDE It =tom 1 SUPPORT SEE A201 DRAFT STOP CONSTRUCTION CEIL:V-�, `�_AN 112' 005 ONE SIDE OF 3-5/8' MTL STUDS -0' STRjjr O)r,- BRACE DIAGONALLY TO ADO VE AS SAW COLI PROVIDE DATT INSULATION IN REQV_ PROVIDE SAFIW-s INSULATION TIGHT AT WALL BIDE SALu OUT TC FIT* COLLIMN, PERIMETER UIALLS OF PLUM15-AG CORE TOP TO STRUCTUW-L PECKoV40 50TTOM TO CEILING. (GROUTED SOLID' 34' AND BATT DLA XT OVER TOP OF P&_AjB'rER-(2! COATS STEE,_ 080 CORE. EXTEND SLAWET 24' BEYOND C-OLL11" (GROUTL 1:1 o SCREED IrA' VNYL C-44AI"iIINEL 501=_ED RANGE 51DE 4 VV.Rr. ,,ICtNT1 8 RAP<pE Z40E GEND NOTES: (IORCIADE LATH 19 CIXLM' I �`�.i-� -SYMBOL LE RETAIL OIDE r 24' X 24' MECHAN!C4L cl RECESSED FLUOR, LIG+4T FIXTURE Glyr 80. 3 1 FOR SPECIFIC FIXTURE MILDIW-s FULLY SPRINKLED MTL STLOS at 24' O.C. ING L'i SUPPLY GRILL TUBE FLUORESCENT 13 SEE DESIGN F3UILC) ELECTRICAL. LAYOUT TO 15E OL15MITTED L'y' f 1) LAYERZ_�L�) m! rg LIGHT FIXTUFT= DESIGN/BUILD cr-NTRAcro" 11i !/2' ACCUSI I CAL BATT. 4 � p 4G� RECE66,15 n- INGANDESC.ENT (-,GWM EA 5:0E 5 1,7' C:NC TILT ?mNL L!GWT FIXTURE ON D11'*TIER MECHANICAL/ ELr=CTRI,::AL 16 DESIGN OF '-IN AC,"TICAL ri 24' x 241 MECH.-iNlf�AL MILD BY CONTRACTC-w_ LOCATION TIP LATEPAL BRACING DETAIL L A'T CEILNG TILE SUSPENDED FLUORESCENT OF FIXTURES 4 OUTLETf ARE -044OLN THROUGHOUT ALL CEILING SYSTEMS I* AIR -APACE 4 FURPItti LJ RETUR11i GRILL EMERGENCY LIGHT F-IXTURES LIGHT FIXTUIII-E. FOR INTENT ONLY CONIt"ACTOR TO SEE 4/A'1,01 E"IPLC*r EE DE Cwls' !�;DE AS PIFIR A2Vt SU15MIT " PERMITS SEPARATELY. PROVIDE ArZESS PATCHES AT (-AM CEILING A&&E7*Mo TYPE UNDER COUNTER LIGHT CEILING FAN CEILINGS A6 REQ'D 50ARr ♦ SEE 15/A.3oi PROVIDE INDEPENDENT SWITCHING A6.01 COATS TO ALL ROOM6 3-WAY SWITCH PArAT WALL sxI I SIGN TO ROOMS W1 MULTIPLE DOORS (D��14BLY TYPES MOLIJITED, $Twit- FL uomsecENT WALt.. ASSEMBLY TYPE. FIXTURE uji SL wE*"T SFE 5/A301 EXTERIOR WALL MOUNTED MATTE Vff�j"R LIGHT FIXTURE jot No. �6� SHIELD SEE LANDSCAPE -�A.Sr.At*. BLVD, 110"S etffl 94(,Yj 0 SIT 9444 77 32 J,vj MICRORLMED mm- "HAAS 41 MADE IN CHINA N 61 > 777 �_o L01 F ,> G= ! LINCA 455EME"IIE5 w,-rj MR 66.GV6 A*ffl Pon CatLpqa ,411404T6 /440 MAqMA" (A 4ATION WE 64M 16 kl Old 040 /,303 F,�* Z 7 1 G 00-YAC40D CN A GA f2' % oO.6*6 at 24' OG &W N 3 &ArT s . SUSPENDED 3/16' 8i-EEL PLATE 5ALL18TIC DEFLECTORS BY SIDE Ae STARE W&VAOC TO COORDINATE w TENANT, CONTRACTOR I 5US BE,_Oj" AT CZIL'014w 01)'009 4 p 2> UJ TRAP Cows 4 !"MI. J10*76 AS pom 6TIIIIIII-le" %.w ble, -y"t X_ due 4o4 _ELCeC' tL,*ft "E66 (7.-r* Ir t�Lfyjr_ 9P OWLTT LCAU L.A 8 E3 E3 E3 0 E3 8 E3 0 8 8 0 8 B 8 Ei B © a a a a a a a a a 8 8 RANGE LIGHTING BY TENANT 4 DEBIGNI MILE) CONTRACTOR LIGHT CONTROLS TO BE IN IND:VIDUAL PANEL AT EACH SHOOING WL' P WOOIF'G 6YS-V- e-W, POSITION, LIGHTING RM TO BE GANGED TOGETHER IN THE PUBLIC RANGE F4%OTECT4N 5C ON WjG,r, EAST UJE6T DIRECTION, FOR EA. LANE. (1)FOR THREE TAWIET POSITIONS AND (1) ABOVE THE SHOOTER INCANDESCENT LIGHTING NOUL. Oro-SW Ti4e$VIAL BAMRjEft ON DIMMERS. ALL INICAKr1r,":�T LIGHTING ON DIMMERS. ON PILIiLo DECKiwi ON 11111111COP TftAftb AD PER STMJCT, AC.4AATC_AL CELWm TILE IN 614�� 2IX4, CE L NG GWD SYSTEM OPEN T;03 TUBE lam STORAGE L FUTURE TENANT Ila 2j'-0' TA1,YjET LINE (INFIN15PEE) UJ4LL 465F415LIE5 I. PAINT OR PROVIDE MATT BLACK ACZE66ONr ITE?,* IL:J NOTES: D TO vTILU IN RAWAIE, UNLESS OT"Eftj6E NOTjjC,. 2. SEE .1-r-T4 A201 AND A401 FOR LOC-A"ONS IV'-0' TAR04151 LNE 3 VERIFY FRAPING 5123E AND 6PAr_tW3 UAT-4 .i-RUCI�.WL4,_, At-0 FNIS64ES WITH ROOM FNiSw SiCj4�r_ cr RETAIL SIDE b*' TYPE X' G'rP W 2.1/1' rl%. STUDS at 6' 0 SOFFIT 0 CAM SOFFIT OZ. 2-I,VAC0j6TICAL BATT NOULATCK (2) LAY-EMS b/8' TYPE ')(' GYP. 50. 9' m' AFF 0 CL 15'-4' AFF 2-1/2' MTL. STUDS at W OZ, 7-1/2' ACCU6TC.AL BATT r-Amil LANES VESTIBULE SIDE N-0AILATION, (2)LAYERS E3 3 8 E3 13 8 E3 13 3:)All 8 El El E3 -8 E3 E3 E_313 13 ca r-7:--- 1 \\ i (Ool (4) co (2) LAYERS 1/4' TYPE 'X' OFFICE K+1L EMPLOYEE CgYl-. 50. T.S. Cd- -Ur-N PER STRUCTURAL 6.6. COL. CLOSERS ,or P, Q (DASWLD) SEE PLANS DE_ 13 D C1 U- ED 13 [31 13 :3 FOR SIZE AND LOCATION 0 1133 13 oll ENTRY 1 136 'A' 1 0000" N� I Ab 04 8' ?TrL STUDS at Or. Al bAIS' TYPE 'X' GYP. 00. o W1 BAT`T EA SIDE, ACOU6TC.A&1_ 15ATr NbUL. TZ \vSR)FY PLUMISPI4 CLEARANCEA "....'o __— 0004=* INSULATION AND L6A" THk"IIIIE66 ,TEa aTE42, L Al zpi6' TYPE 'X' GYP. 50. EA- &IM, 6' MTL_ STUDS 3;QN SH IT-1 at 16' O.C, 3 1)2' AC4%*TICAL LU/ BATT BATT NbULATION INSULATION T I A3 AS A 03 5 1/2, r17L STUD6 a 16, c1c; 5/81 _YrE IXI GYP. Bo EACH DE W 3 1/2' 101 131 111 BATT BATT t�41ULATION JANITOR x171,6_44m OW/ II ime cLi cu 3 It2I tITTL bTLx;`S a ZPROVIDE DRIP GyyD. 0. EAC.4-4 SIDE W1 GM CEILING FRAMWx 105, EDGE ABOVE ENTRY (�)4 3 1/7' 5AT"r IN6ULATION CL3 SEE 6TRUCTUIRAL DRAWINGS RECES&ED ENI.?R-Y-. F-00-i LU/ BAT7. SEE roIA3.02 07 INSULATION ROOM SIDE MEN 61 5 15 MTL STLOS at 241 Or, 0 NORTH Mots dM/11111IIIIIII"54 • Of C�� MOCK Nil, 31/2' AC4)USTICAL BATT WALL (GROUTED 6011.10) A 4' 12, RANGE SIDE STEEL COLUM ALTERNATEC (GROUTED �kxfc)) 1:11oft $440426M T L, I- CEILING PLAN RISER WOMEN ROOM SIDE as 110 ASSEMBLY AND CEILING • 5/V GYP 50, 3 1,7' wow is TYPES ARE SYMMETRICAL AWOUT MTL STUDS at 24' 0,C, CENTERLINE OF RESTRC)OMS 3 In' ACOUSTICAL Po4TT FOLDNG PARTITION 8' WA4CREETE BLOCK BELOW, PROVICE WALL (5rROUTED SOLID SUPPORT SEE A201 MAGAZINE SIDE Titio DRAFT STOP CONSTRUCTION ( CEILr�tjPLAN i/VdALI15 ONE SIDE OF 3-5/8* MTL STI.,')S * 4'-0' OC BRACE DIAGONALLY TO STRUCTURE ABOv1E AS —PROVI">E BATT INSULATION IN RE6'D_ PROVIDE SAFIN�3 INSULATION TIGHT AT HALL SIVE 6' CONC;RETE MOCK WALL PERR`w_M, fR WALLS OF P:_UMBIWj CORE TOP TO STRUCTURAL [:',Er-K AND BOTTOM TO CEILING. SAjU CUT TOPTO C.OLUMk AND BATT PSLANKET 0'#SR TOP OF (GROUTED SM tO 1 3/81 BLANKET 24' BEYOND FC 7L -(2) COATS STEEL CORE. EXTk PLASTER CoLur-IIN 11110w.)UTED SOLID) SCREE 112' VN"-L C44ANNEL &CREEC� RANGE SIDE a VERT JOINTS RANCsE &tE>E s SYMBOL LEGEND (PROVIDE LATH 0 C0LjMK, X A A S t,11111L 72 NOTES: IIIIIIINTAIL SIDE 9441 24' X 14' MECHANICAL RECESSED FOX)k LIGHT FIXTURE 2'-O'x4'-O' (2) FOR SPECIFIC FIXTURE BUILDING FULLY SPRINKLED. 5 V W!o- 50. 3 12' 511 ✓ L. WPPLIr GRILL TU15E FLUORESCENT SEE DESIGN BUILD ELECTRICAL. LAYOUT TO 15E SUBMITTED 15) MTL STLL-16 at 24' OC, (1) LAI R - CEILING 13 RECESSED INCANDESCENT LIGHT FIXTURE DESIGN/MILD CONTRACTOR r f'�-1 3 1/2' ACOUSTIr-AL BATT,CDC-ALIB EIA SIDE coft'D U)" 2,-c1x4'-V LIGHT' FIXTURE ON DIMMER MECHANICAL/ ELECTRICAL 15 DESIGN $ IV CNIC TILT 1110IIIIIIII. LAY-N A,(- 2 I'-V'x4'-V' CHAIN BUILD BYWNTRACTOR. LOCAT:ON TYP LATERAL BRACING DETAIL .�X*TICAL 4' X 241 MECHANICAL SEILW.s TILE L'i RETURN GRILL ■ EMERIGENCY LIGHT FIxIURES SUSPENDED FLUORESCENT Or FIXTURES 4 OUTLETS ARE SHOWN THROUGHOUT ALL CEILING SYSTEMS V AIR SPACE 0 PUPWItt4l LIGHT FIXTURE. FOR INTENT ONLY CONTRACTOR TO SEE 41,41,101 OPP SVF AS PER A2AM SUBMIT FOR PERMITS SEPARATELY. oy 611VE VIM DRAFT 13TOP, UNDER COUNTER LIGHT PRI ACCESS HAT,.:�HES AT C-AM *EILING FAN -EILIW arpst," ISOAIRD SEE DTL 3/A601 L PROVIDE INDEPENDENT SWITCHING C PS AS IREQ'D I TO ALL F%Xw1b 3-WAY SWITCH pAltIT W1 (2) COATI Semi-COLOSS, P,%NT 1 A6.02 CEILIWI A66EMI5LY TYPE. EXIT SIGN TO ROOMS W1 MULTIPLE D00" &— SEE blA.30i WALL MOUNTED ASSEMBLY TYPES STRIP FLUL�, bCENT 2 A� CEILWCA FIXTURE W/ EXTERIOR WALL MOUNTED WALL A66"LY TYPE. MATTE DIFS"R L1044T FIXTURE 040a "E 5/A301 SHIELD SEE LANDSCAPE 107715 -A r,241 JIT 944035 ` a. 11AN 03 111q� MICROFILMED ill Jill , 11111jII1111 1111111 111111 1"m_ GLAM 4MADE IN CHINA IN 6 6 77 FE -•�'-••--_-••'-. .._•_.,....._.,.—....v-_._.-..I,_.+ ' GIA 8 T t E 1.. '� - Ift GUARGRA L _NLW G+ ltitl°Nm � �017 �ti�wt .... ._.._._......._ � � -••.�-. ''L...._._ F-... -"""'(GLOBE ENDS- "IEw ..•�:�MG ..,,. TACT►Ll 1 t 1 ;..Cat•c- WA D!�/If�r TU r;iJWr*J►fwOM �agl•�c1M1* A I { of t71' ew .�L r r f ,6& ,. AN LA. ^ TYPI As»: .Avg � 01.1 w ON% � 12" W� ybNT! I •F �,� �'..�� , 1 � �� . �: A HEEL CAr.rluTr.-.�- . ., . . .Y __ ��. . �,� AND I 4*00 .+w"11t��N.3 NE 6 rE C - 1 .- .-• ._ .-'-'''_' G IGrtk'� vp "T"`*" ASE R6%C" vc, t 1' IPE 6uFPORTS WELIU ' 1119T V %) 6- 'T A!k`�L ( '1'' iG' yERT 3TL 8uP1"ORT i� -_--• I / I �"1 Aria 2' DIA 8TL PIPS: (� I 3fib , RAIL (GLOBE FNT.Jb) -- I I V.A ..+t uew y .v IC.11 ADOR I h AT- -..,.y - ►I r .. f ! laJ'f GCJIfi./E K ;Mv"s: N IOc\' + wATCN Ns)k - _ — • _� i t 34'H L N45 U�L�� aCSTH lK.r+W�v �,\ MAM+��N "i A"D ,' �V'•E f � I ! r 1 PAINT ALL EXF08EC' / /i1�,It1�g,1y Rz!3ER �P � bTEEL . Set 1 .fIJR'Al _.__...__.� c _ Fl..'.( %c 8!w Olrsft+ `E -• . _ 'nAwRul++cIy• LLir, 'ice 54"-Olme•iG 8TL R ___ ~.. _ 3'8' 5TEE1. ROD 6,rIeaRT ul "h Wlls�.►t G ' :+rP u IAN l+ Ar-16 � �� SPACER (TYP) \ 4-m'uc OR�p uIIA AT •d'oG G CT4N Twit L,*DDRR 3 'o gG�lr Mri TA`L R� TO / FA.b'@4 .. � o06/RJC r' ' ti b. ATEC C' APRlTloN44.pN�+Y��i11s n.o[.;+ep �. . ", Eof%tiLK O 4 (2' 3,8' K 13,4' 8TL IQ ' 1 O�'O�'MIRRirTtR W'T•'w ( 5TEEL PIPE y vERT SUPPORTS UJELDEG e y "'4 r,•E . µ- MAAf 6Ajt6 ,� pMl1�l�TU vR "Dsr- T— ( � RAIL WELG'E� ! Tp I I/.'' DIA 9'fL, P11�2 Re 1'" 3TL le SUPPORTS AT TOP and Ai • Pt OYr"Fl_.- 4 - E - .ERT 9uFPCRT! \ I BOTTOM s O oc.. 4.V r;r_ Rr F'V' A • •-41•MAX. 6-D'G! E-A O/ 4' :%E ' / Mw�L�/ • -_._ - --_.-.--- , q (P'04 EA. 114:7 �+JRE .,,___,,,...•„___,_///' ArERA- DRA lNa Al 11 &C,- EACa, u� $ .- - ui MMi Il%j+EIR TO 6y%djC'rLM 6PfAk4 DR,6r. irG HC Vel OPAGE 6'D ESCUTCHEON PLATE ��'''•*�R ON WOOD FRAMING RETURN R�; - .� I I I - -_ Wi 3x1.11' LAG BOLTS ALAN OF 51CsN LAYOUT =s'`v E:.E VL.TiD�1 0 - �! FL�%R " --- I FLUSH CONNECTION : .>DDER ,IF' + PROVIDE BLC:�K.ING 'v aFE TT RC:- RIOR GUARDRAIL HANDRAIL A5 �D LATERAL B A ' 3 .___� / _ a R LING FOR SUSP. CL G HANDICAP PARKING SIGN ; STRIPING ` ' k 4' k 3 8 X - ` ._� 4' • r�tt PER IV UAG_G,iAPTER ♦i. ADLH 4':A ,, ;(c�c'F' -, I DENT PLATE •` -JELDED 'rC STRINGERS AND MEC-6.4, 5L S MEED �ASTENE^ 'C WA-,- ' ,AC.f?118TIGAL �� • !"rte_ _ . •f _ CEILING SY5. `C _ ! ] •4 / r- �:�v'CE 50L I:: OlF G111E9 CEILING I - —— - !a -V-:K!vc� BEE AbZl w • , 8 x FLAT _.- _� _ f __ - AT !�' cc I I FILLED bTEE.. l"M'!>r b 0040 x 1/b CONC. i1 EXTEND WALL15D. •I i I I ,....,--.,,,,,,-..._... � H' MIN. ABOVE GLG rn � BOWLLA D C7- SEn lu I I I I i ; BIG`•CLE FLACK � m! E L AND SC APE � i LUALL l5CARD __j , OR TO MATCH I � 3,4 ' DIA NOM Q � I� PARTITION TYPE. ' `•I SLIP RUNGS. EXTEND- 4n ARTITI.--_..._.__ I I I I U g.-#APED 5HACKLE r-wT �+-�' -HROt,Y�H STRINGERS Iv j K. •- IN I2'0 CONC.FO0T".Cj AND 1XLD � II � I 1 C� I f`'----- FOR FRAME 11 ONE urly 1-{ h WHEEL. (2-WHEEL ( 4 FRA'1E 511'1!L AR• - ,g (NIC) -w •I 3/4 ' PLYWOOD OVER qqu I Q L I ' ' GQrPSU'+ r EXTEND wIU , TYPICAL r: t I I A,. 9�W FRGI`i FL:?CR I� OF LUALL GALv,OFRN grAL. TWQ ii °,)113PEIK AG )UST'GAL U X 4 k 318 CEILING 8Y8 CEILING t�j 9 C� -- • ._DED DINT PLATE I-- TILES A8 IN&ATI, p x 4 TO STRINGERS '-' ON SHEET Ab ml i- - - 7 ( ANG FASTENED TO i I I� - - -_ __ BIKE RACK FOOTING I FLOO Z '�+ IR " � • � -__ I I I PER M.�NUFAGTURER .. XPAlVSiON BOLTS. TYP. `y I I �v SECTION A l:LerAT1oN D (7, TRANSITION DETAIL BIKE PARKING BOLLARD DET,(DN�.W -- J�y�QP�o g co DETAILS -- – ---- _ — �ANT w 0�02F.HAT.CH WIDE NE�#DRENE _ Z GE CE5 TO BE - - APPROVED • _ l `_ 120"Wn CONT BACKING RCG - - -. -- - -- r^ - � I AL TC 8-R.�-.> VJ NO SHIM % BOA C"� E.<ISTING CAULK T'YP -• -- ` - 44 t,r CTURE r12 WIRE GRID _�__ - ----'_ - -,� i 6'-m' CC. MAX. W TO PARTITION VERT I GONG. TILT PANELS I L i 3,4' ..��^ 1TILITIES }"fiJ3T ENTER I J 1 BT PIPE PAINTED NANCRAIL 1 . 2' DIA STEC,_ av WALL • TOP OR BOTTOM RE'UTBv r+ANDRAIL 12' PERP PIPE GUARL2A!L ( NO OUTLETS OR THINWALL AND -- ...__..__. _� -�. -- -LCSE ENC.. I � SHALL BE PAR' OF BOTH WALLS 3*,418.3 TURN DOWN �C � , t r r � . =-OOQ "-110 cITHER 5!'i--'E a Cc STAIRS. REFER TO PLANS �.. -... �' — 1-I D14. 5TE z° Q r-'IPE SUPPOR?Q WEl_G � 5r•»_w `�� ca TO VERT. BTL. •'.UPPORTS / . , ' and 2' DIA 3TL PIPE L• '-IFT,AL EDGE 'PrP. NTEWIED14TE DUTY T av I f;t RAIL (CLOSE ENCS) RUNNERS. FASTEN TO I ( I '✓ i'"`rPlCAL ' I PARTITION W! (2� •D SCREWS � � { t - 3,16 N EACH N rERSEC T ION. '� GRID NOTE I " - GRIND WELDS 5MOO'rH HO I r DUI;_ `w S'4N: 1 PAINT ALL EXPGS�i�' I I CE'. %v:j �.+�`R- 8' , :' 5' . lE STEEL f i , NCTE: 2) T. , 1-3,4' STL � CEILING AT TYP. PAIRTiTION RE1lEAL JOINT NEOPRE BETWEEN \ � .&� E ___...-.r._..._.-_._-- -• ' NEOPRENE BETWEEN � y \. 3!}6 ✓ERT SUPPCRTS WELDEG { TO I-I 2 D.A. fSTL. PIPE J, C — -- 4 ALL 1 - —' - INTER°aEDCT NG PARTITIONS _- - SUPPORTS AT TOP And = IO �c-'�„ 9 ----- BOTTOM g-,; e .4 cc e' S- ROD PIPE I-Il' , GUARDRAIL_ • 42' AFF 5OUND VEST-15ULE SIJPPOR? STL. PIPE PAINT TYP.-P-2 --- I jama i I-I/1' 61 PIPE 1-1/2' ST PIPE I f - i' ,:IA. HANDRAIL • 34 AFF, rsi1ARGRAIL 1e 42' L f� I ( STEEL "IPE RAIL _- - "-- Ir PAINT Tt P-P-2 PAINT TT'P.-P-2 %4&,2 +`? uE DED 'O STL. I 6' DIA. ESCUTCHEON _PLATE ON tUC�OD FRAM W NOTE 2' 30lldU BLANKET I 1 f sed CONTk,4CTOR TO VERIFY a I �r!/2' L,�G BOLTS, FLUSH ALL DIMENSIONS AT SITE CONNECTION PROVIDE _._.. .___ • 113` - E3LOCKING /S RE Q'D TYP 4... - � I I ».•. FILL ° L. (5WI'TGHit IG)T0�2' _ _ ---- �tY ") LAYERS AY _ - --• SLOPE ::I'a r ALL vOiC,e UNDER CEILING FAN X11 X' GYP BE MTJ HORZ. _,♦-ate O ,.T I L ER8 9.n1 TYPE c� r- s IRg, RAMPS RISER FINISH i RF-I WITH INSULATION IN I 1 VER' ALTERNATE L aro Gy T Olv Y A • LIEU OF SPRINKLER$ «. `� ' ( ' TLIERM05TAT - - - ---- DIRECTION AS SHC�I.ty _ ! �T.E: I �` ,.,__ o • '� STAIR TO BE GCNTRAGTOR DESIGNED �Z ._ _......_. ___ SWITCH ' J A 1 F v vF r''ROVIDE DETAILS AND CALCULATIONS GOOK i Z H CURD �(t�� / 7 ---a — +_- _.. --- - -- i e o . °a • u KNOBS.Y �'1 -?'• GUARDRAIL BEYOND W ►��1 eG � en awn QeU . ne en°opo nr.� on•�a�0 . o ,� I SHOILN GASHED HANDRAIL ( •:y��, I ` •0 °D 4 o ,ni.O ,gr°. ..,r I� . ° 0.r.e o!f O , n A . .. FOR CL AR._ _ _. _ - _. -. - - • 34' AFF �C.• e o T 0 c (bh�,• Oen a ' .0. a-c"0 °0 n � (1+ I r Yr wY T �— .,. 1— .—. ..— — — — — T...' ry0 ' c. , doo "n eG "O e( a�e0 oe0 o�°IO r .r'�L. E n • . _ \SEA • 5,-.m OF U I nr- ULSARR FILL OVER / AND�D.3,1,44 PHONE, �©E ET9 � 2' W'CE NEOPRENE AL vAPO%. BARRIER ON TO BE: LOCATED 12' AFF I 4' GR�tNULAR FILL STAIR TO BE BIDLr R DESIGNED, UNLESS NOTED OTHE Rtu15E TYPE B' FARTITION ' -. n ;VFa'n:a 2 1 s'-,4 ---•--.8•...--...1 Y�l.;i. � _„-- � NC I �� PROV'DE ✓ETAILS AND �.ALGULATIONS. � _ 1 1 1 1 .RUR W%0^01DEN STAIR/HANDRAIL STANDARD MOUNTING HEIGHTS C RAMP 2 • 11 '� ; A /7.01 �W�E$- � e _ � ; SOUND PARTITION (�3 -c I FPJa 94-0241,SIT 9$*M 24 rj4 32 c. JAN 0 3 1995 MICROHLRED # III III III 1 I III I I III III II ; I I I � I I I III I IjIII I I III I I III III All III III I � I I I I I II �, fes- (ate MrDE IN CHINA IN 1 1611 1 I f w T �r OFFbET ALUMINUMDOOR I , 6YST1EMxDEt ONE) I ____ _ _ - __ 1'�. ._ .. _-_ _ ( l'-m' x 1 3/4' - CLR HhLrMt •I -Pte._ ______ o POCM HARDWARE I�SYa _ 4 - Al T� 'A�111 TP_ C OLIA W OG s' IMA 3 -iV' x 1'-m' x 13/4' - PL_ WD 00-3 TP _ PANIC 10-31w A , IO2D 04 3'-@' x 1'-D" x 1 3/4' fL UG to-3 TPw P4kiC P-11 _ M_R G _ W 1G _ "� °'� �_ .. --�4 1__ __ ------••..,..•--- �! ALI.JHiNIJP1 I imy,-. 3'-ID x 1'-@ x 13/4' - FL WG r-9 TP Pddd -.__ ' _ __�.._.. �� IC P-3 w TI•IRE614OLD 10315 3'-0' x l' O' x 1 3/4' _ Rl W� _ P-3 TP P -y_ P I e�LDL� _ _. i _ _ -- iAlvlt; P�3 ML * �► SET IN FULL ~�• _ IfLlr 3'-m' x 1'-ia' x 13/4 F1G AI-t3'ICLR HILL TP-I 416GD ALJIM - _ P ^- •^ __ 1 - .. .. SEALANT' �+� 1@i 3;-@' ,� "I'-m' x 1 3/4° - Ft WL' P-3- -_ - _ P-3 �, -__ HTL 9 1 M®9 3 -@' x 9'-0' x 13/4' --- PL wo T P-! - - J Q _ _ _ _ r.. ........•�..._ ._._-......:�- ____.... - � .:.:�.+�' I 11@ 3'-@�x l'-@' x 13/4' R. WD - .�.�. SAI L �- _ �� III _ 3'-@' x 1'-0' x 13/4' - Fl UD P-g.._-. F'� _-__ L _ _-_ „Y "� •.••-_.._ - ___ ,iNBULATHC I v v 112A 3'-@' x l'-@' x 1 3/4' - tL _ UD F •. -_� - /° 3 MTL _- -_�_ i •` a ° 1 -w__r_ GLA") SIH v v vv 1128 3'-0' x 1'-@' x 1 3/4' - FL WD P-3 _ - _ - P-3 _ MTL - _ _ /�/� ��•- v r.-ONG. 114 _3'-@ x l'-(a x 1 3/4 '9fa FL--- LLG P-3 -_-- ---.-.._- P-3 - w MIN. A66ET'1D1_ •iillGJ►!L bG;. .TaM1�1C " , ! w v' SIDEWALK 115 �'-@' x 1'•@' x 1 3/4' - 10L_ WD P-3 - P-3 MTL, TYPE E T� PE 0)4 -- _— --- ---- 9EE 5TR.IC, URAL, �v - II&A 3'-0' x 1'-& x 1 3/4' - PL- WD P-3 _ - - P-3 -,_ MTL _- P G 1165 3'-@' x 1'-@' x 1 3/4' - FL UK.) P-3 _ - P,tWIC P-3 PTTL f /4'y _ `_ _ LLG P-3 - 3 - _MTL - cr - '�'�/ v DOOR 1 1 1 `S T E►^F'E RF D 6LA0 �: v -- -- - -- - _-- --- - --- -- _ -- o F 118A 3'-@' x 1'-m' x 1 3/•.' - FL_ WD P-3 _ -_ P•3 - MTL 1 -----+ 1 1/1' RIGID 1180 3'-@' x I'-& x 13/4' - RL WO P-3 �--- P-3 _ -- MTL -- - - ___ __.._.-__-___ INBUI_ATION ----- -----� 120 3'-@' x T-@' x 13/4# - FL WD F°-3 - F°-3 MTL r.. 22'16' - 21 I 122 Y-0' x 1'-0' x 13/4' - FL WD- P-3 - 3 MTL -r' �:.^. «. ' i• .: E.: '+� I. ti _5 "�'-5'-__ ._.. ._.$'-el,..__ --_$'-S'.__._ I/1' EXPANSION 123 3'-@" x 1'-@' x 13/4' T_ - FLL t'�i 10-3 - - P•3 L I JOINT MATERIAL - ! 124A. 3'-@' x 1'-0' x 13/4' - FL -_ WD P-3 - PANIC P-3 MT;_ - `� I I 124_8_ 10'-0' x 1'-@' x 13'4' - - FL WD P-3 - - - P-3 MTL 125A 3'-0' @' x 1 3/4' - F�. P-3 - - - - _ WG P 3 MTL . r _._. ._ ...-_........_ ._.....,._.-.... . FOUNDATION SLAB -- ----- , I I 1125D 3'-@ x 1'-@' x 1 :J/4' -_ ri. LLG P-3 - - P-3 MTL �� SEE STRUCTURAL I 126 3'-@' 1'-@' x I ;►/4' - - ;. FL WD F'-3 I Il_ w l�- _ `~ II _ r iv 121 3'-O' x 1'-@' x 13/4' - FL WD P-3 - - P-3 _ MTL _- r..- -- n i 1 - --._ - _ _ w 1 1 1 128 3'-m' x 1'-@' x 1 3/4' _ FL WD P-3 - - - � P-3 _. HOLD _ 'I I I F I MTL - JGG:42RF�� 29.4 3'•@' x 1'-@' x 13/4' - FL uti P-3 - - �3 MTL --- - O �� 1295 1'-b' x 1'-@' x 13/4' - FL WD P-3 - - 1 P-3 MTL - - , I a, I I // c .� l� NOTEf CONTRACTOR TO COORDINATE SOLID GROUTED DOOR FRAME./ACCESS BUZZER/TENAA'T REQU'IEM):NTB �+Nr' DEF5404 BUILD CONTI -ACTOR O rT O i TYPE '8' � � � � TYPE 'G' I _ i�JLATED I c0 ' (INSULATED `yam I COMPRESSIBLE 2 I-/1 STAND. MTL. 1' MSW ATEU, --- ---- - GLAW 91M F,IM GLASS) SIM j FILLER TYP. STUD LEG TRACK - SLIP TINTED, LOW-E GLASS FLOOR LR,�- -- - --------- -- - ------ --- ---- �- ---�- s----------- ------------------ ----�- - FIT TO STUD AND GYP BD AFFIX W/ 1/4' ■ ' ' POWDER DRIVEN ANCAORS --- -ALL2 I. OFFSET GLAZING ' l� CAULK TYP. �� 24' OC. TO C4I4C TILT SYSTEM f--3 m'-( r- c, _a „ _9 t :' - v (- • PNL OR 1/3' LAG 7, 4w" G .C.• . 2 2'-8 ° rt— �E<' 5 4,�1'-i I/ate I/4 2'-3 I/1' 2'-3 I f LTS Al WD. F1QAh11NG t 5 1/4 - 6 -©' ----- 5 1/4' GONG. f - --!' INSULATING GLASS a�. . 5 » . : � 3'� TILT PNL:— ~~ r'Iti. ( I 7F /� I II I t !I m as mn I i v I CONCEALED CLOSER ---� HORIZONTAL. MULLION OO �J O cv \�" v CAULK TYP. OR 1/ERT*=AL MULLION Al-UM. OFFSET L _ �_ `� N -/^ GLAZING . . CAULK TYP. 'r ; SYSTEM � 0 cv I i ALUM. ENTRY - I O , _' �0 ;a �D ,7a r DOORS r '� .1a ' ' .eC 'v I" �1 I -4 5 F� avfM SIM SIM , , I ' • r j I I -- - I 11 AIR 2 1/4' TEMPFRED---- --- - - in L! O I ' SPACE PLATE GLASS r FULL E DOOR FRAME I _JCR L,NE ----- --- -- -�- r--------- -----1---- ---- -- -- - --- . - PER SCHEDULE TYPE D' TYPE 'E' TYPE '�' TYPE 'C�' TYPE '1-I' ''.L � NARaa:ARE „• .;�- - c'E!"TPERED (INSULATED .,ate, {INSULATED (INSULATED o, % ' "' BE''„)EEN NOTE: CAL A" GLASS) GLASS) GI_'ASS) GLASS) • RETAIL/ IF NO STRUCTURE ABOVE, 0 CL '"NCE SIDE (ANBD OPPOSITE HAND) ;AND OPP09ITE HAND) O TEMPERED GLASS EMPLOYEE WALL CLOSE TD. W.ALL W1 � MTL WINDOW /� M '�`� TYPE 'Ei' C0WERS AND CAULKING ��IN�/VW TYPES 1 ES ��04ASSEHBLY�J � LAMINATED GLASS •y _ DEFLECTION HEAD ALUM. STORE MULLION HEAD • ALUM DOOR ` - NOTE: D203RF46 3' 1 - E" ;✓©42RF"h 3' = I' - C` CE42R�'3' 3' • ^.' Yo PROVIDE HRZ- MINI-BLINDS AT ALL EXTERIOR Das:¢JJ W DOORS AND WINDOWS l C'DNG. TILT I PAINT GRADE PNL t ... 11.x' TFa RIM WD. /." 1 n© BACKER ROD , ' '.. 4 PAINT GRADE SEALANT SHIM VESTIBULE SIDE IA2 HARD WD. TRIM CMU WALL AS REQ'D {� c 3• - - --Tq ( ___-,.� � GYP-TYPE �X� }--- / i SEE BTRLY:TUBAL -add) I ` EA SIDE I / I A �. I 3 SCHEDULE DOOR SHIM AS REOV. + AIR SPACEIL 5 1/2 BATT u \ HANG ON INTERIOR I + t INSULATION WALL - W I _ ��`' I ; / \ - 1' N"ATING 1/4' CONT. SEALANT � -.� CEILING SLPP,.7RT GLAZENG 8 STEM I T AL GLASS AND BACKER RM { Q \\�- tlJ 1' NEOPRENE BACKER ROD HOLLOW METAL- -- r I A i�A' I �\ -\ ! SEALANT i �i �- EQ DIREGTIC�!4 SEALANT SHIM FRAME GROUT Q SOLID 4 PAINT I /� 1 3 A HANG STOP ON AS REQ'D - : f E ►a, IY EXTERIOR U 5/8, GWB C:'FR HOLLOW MTL. i _ WALL HOLLOW M1L Q MTL. STUDS T --- FRAMME, ANCHOR �t I �=Y-�._- SEE NOTE IS/A.1 FLOOR FIND J DO(� SEE I '� - - FELT °vEPARATOR PER SCHEO SECURE fiTOP w,' pU;E W '1 e� E— PER MAF. PAINT. �n 1.. ., FLUSH 9CREW9 ! 1 ALUM. SILL WD. 5LKG.RETAIL SIDE TO WD. TRIM FLASHING Q HINT GRADE I BARD WOOD TRIM v v DOOR - SEE v FELT SEPARATOR SCHEDULE 5/8' GYP. BD, I I TYPE 'B' PARTITION e ADE 1, I 5/8' SC UND RESISTANT B i-- i I LAMINATED GL486 orswt[�'a.�P i ' 1 H I�iTL HEAD • MTL STUD DOOR �AM�BD ETAIL HEAD/JAMB and SILL H MTL HEAD • CMU �-- ---- -- I/1 saJND ♦/'� I 1 i RESISTANT - - C"'<'E3Rp4p - c' F 9 - ., a-, IVI Date. 08 V/54 LAMINATED GLASS � �� g j' . �' ALUMINUM STOREFRONT =`� r 61 I I Pict: 2'9 ;8� U-SHAPED (1') I - 1 I I BACKER ROD SALES EMPLOYEE 4 SEALANT SHIM j '~iW % i I NEOPRENE CHA C-L. -� ' I AS REQ'D HARD WOOD. TEM�'ERl: GD LCURE W1 ALLIM DOOR / 1 _m OR 8 _ i � HOLLOW MTL I FELT SEPARATOR TY 5/8' TYPE 'X' GUJB WINDOW FFkAME - F-- HOLLCIL PTL ?DOR OR P• C.N MTL STUDS 5/8 GYP. BD. ON STEEL STUDS 8EE BGHgOu,-= VI=AL TYP. FILL CORldeR I: / I.:" BLOCKING --- AT OF WALL. STUD AT _ W/ INERT I ^\- I' 1 ,4S CKIN A, ^ HOL.L..-W M% FRAME --- - �.__ ---- - f MATEa?IAL GROUT >'a?- D PAINT 81t nt{� Dti G� l4Jlh�?Ci BATT 1 ` --- " WD. BLOCK.IWI INSULATION ^ REG- AS REQUIRED I . . �• i BH1r", A9 - r7n\ \( _ C\ CCPr* sE Ai.NrT i ST CCLLR'M CEYOND. - ` �� \ / �1 ( 1 ( 26 GA. PREPAINTED METAL CAP r �I VANC44ORS EAC_+4 ---+ SEE STRUGTUFi4L l / 1 I /WITH HEMMED EDGES OVER BRIM r\� AMD D l v V AORZ. __ - -- 1/4 TEMPERED AS REQUIRED. FASTEN TO STUDS. L Jer I DLOCKING TYP, a - BLIND �-- GLASS V �� I WUi4GAVE POINT 1-1 WALL IdlEOP11tF_AlE TYP. t'� ! r-, �-- _I/1' BLACK NEOPRENE CLOSURE � e' Q'1l. LL.ALL jt�zvwt,, - I GROUTED SOLID ��, l''2'TYP. 7 BSEALANT SHIM OC) �� en 9TlQUCTU/?Ai GrJR R18EAt ' I v AS REQ D -- VERT 1 HORZ. I \. OC 4IRDULE ISASE CONT, SEALANT v \ VERT.4 H W/ BACKER ROD - -- I EA. SIDE SHIM B � =_ = __ _._�- -- L._�� AS REQ'D GL_ 1' INSULATED 6 ---- 5/8' TYPE 'X' MT SYSTEM. T bl"L TEMPERED C.LAee B CONC. 01 ER MTEA L 1N PAINS ADJACENT B I/2 pNL STUDS 16' oc. { GALLERY ,- �_ /------.------- RANGE -� (HOW t4 VERT.). A&01 SOUND WWWW SEC�N 12 HORZ. SECT. • STOREFRONT H W L WINDOW HEAD/JAMB and SILL (1:4: WLL TERMINATION • MULLION H MTL JAMB • C 13 ° ©, D(d�42R►'39 �� 3' ! O" CIOIiRP23 3' I' - E' �O-1.Rn31 15 3' i3:G'tRP33 I JOb IrID: 1�W I'VI�ADF BLVD, 107f, t".'n 94 r,;,�I !31T 94.17035 a °. .}f )2 J�,",r1 o MICHORLMED IIIII � I Illll f Dill I I � Illll Illll I lilll I Illli I I � III I Illll I Illllll I VIII IIIIIII 1 Flom- (PIAN 4 MADE 1,4 � CHINA � IN � � 116 11 1 f •**•weir...�...•-•-_.,,..•....'•..-.....•.,,..,,.,......•,.....,.,.....w..,._,..,._,. ,..�........�..M,_...�....._.�.. -�...........,..,.,_....,.._..._.......,..._._.... .._.�„•...._.._ �_. ___.....____ _... ._._.._.___._.._.__....._..._.,_._..._.�..__-_._.__.-_._.__.,..�._�.._.-._._....- . .... .,...._.___ ..._ .___ _.....�..._.�. .. �__�'- ..._..._,_.._..,r..__........_. ...... ..__._,..•..�._.._......._,_. ..,.,_ - ._,..__r......1.._-,.r..........._._._...�._.._.._.�,,...._.....,_..,...,.,_..•._....,.,.,._,�....•�..... R 411Tk: [TRIP/tlP IITMt}PrJ •' r.ai' k44tom? iskA8C'•["Tll b +-= x .I .._ t ar 4'•�" a.r A�[�+'F cs+rnw ww.l. f�1N s �. �tOP IIS tN1�'wI 1 a]I s •!' op la I/1 MA rHIMADW OM X 7-V T P `: V14 I,Q � CLgAR CTr IO/I•It r IAT OF R .AW W4ML ` • s s ii s i • xr,» ' 1 T♦T"R:.41i. P'DIJtt .7QAIT tT7) f2/'ML�M �/'i OL �r To GD comrmx A'4' MCW1 11IA4 I aptly 4 '+ • • 1 I • • • a TH"OilkEJI ?(nNf r /•ECCE ANGLE AT CVtk"E.Ap 6JGvR5 BtARM/fi PLAT[ - IA THICK UON AT PLAN. T!COLJ-% i '�'""•"w ! 10CA FO PAPiFL EDGE WTH 4. 3i4' GIA Dill 1.120 ANCHOR 910L T6 !ll y0 0 C0471 ago O11 GAMS Lbe *✓ (PA tAMOLT6 OR FQUAL)S Ll MINWAIIH • VU A /1111 s'DRh GR SIAC! T4 llrllll.tlld A lTMWu.I• I TAKM IMECIAL. CARE TO EkTE!FII^R 6RAUE Ir4' - / + �. • 1614 M 9 OATA�L1113 sit :� A-s P / AT MAN UOOR9 T ` d>rNT. bEE PLAN s 'r � O 1►w_JFZC.-'UGW.f GUMPACT // O O � y,� V PAvEI'VNT AND SLOPE SLAB V IN i'-It!" I IMP• /At GvE1�NE'AC' PJOR9 S 1 I - F'FIL: fE°Ct GOl.11'M FROM C0►1CIeEtE 6PLATiE�•. r y t Z •"Olid t. 6T111P $"KJJ..• ASL Tr1�,E 1� 9•./ . Ai•flirt :.v .t,'.. .ae•t* RL.L PL.OATKs C WACM �AC4anLL AT MCH BASE IN FRONT 100 1r,":T '. � i + -.lr� OF GN pOCR9 i BY I;eiHTL7 JJR,AP�PINrj WTH 1511c, DLL'G 'r• • 1 � OF WA" • UN i Ar�Ek TRIM FLU6►d WITH SLAB • .. "� T.+K G[G G4711ti 9 't O _ _ BLGGC out SLAB FOR CCLIl'N FI..L tri LAP W/ Ott 1!N • WET CONTROL JOINT r" RAii>< AT r'+r►oJr•• wattlplw _r .._ .� - --- 1 s: Q HJT �1111@ll4 Ale 9iTi�Mi� (AFTER C.OLu►^N IS PLACED / t w ♦' i1** MAX :kO'r! T4'M• ANC OL'T TC�r••i '�--i PAlli• • r / �.•^ • --BEND F"AivEL REINFORCING INTO t •.. ►VI:•Z Jdl'�(7G F¢.`1f 1 16 L?Ek �^R , ►•L" FIXE""XV lt•ET BTct'L` E � SLAB II" OVER •4 6 6•I� C�'�rI 'w r . :rw RE T E P.� TO PRE Vt N I - I :�__ i•a.. • 0 rC `IrF^ACTED SAND GRe TtM DMD LOOP A • r r Iii r 8« D / r4RA/E BACKFILL G / o.SER1c• * ,w C OI.ELLIPi• 0-4--o ''PANEL kEINFORGING. SEE 9NFFT X31 _ X ..v �, pia 1 i 6 (f/ r NGT f'II L WIT-4 CONCRETE °'t� �-- R � L►' R.>S`AA t%XXEC Efate 17ti _•__ r y �� KED, • _T I , 116 'r / > �� " • LOCATE K[� AT r.G • s • . ------ 1 ` FOOT1,45 SIZE ANG , ,•, $LA,d DEPTu � 9� 1 -'� --- - FOOTING SIZE AND `r • • • ^►� REINFORCING - SEE ` 1 :( '✓r REINFC)RGING AT ( 1 O J I I FOUNDATICN PLAN • F%XNDA110N PLANAll • -� _ _. 1 -� E' 2 SLATS AT WALL4 Ln y I ALL CQrTRUCTICk JOS(ti TO e[ COLD C VNTRa'. ..:1.5 `�01 w•• 0'-Y CLEAR L * Mit ►�Dal E �� I r • KE P�•AIVS ARS+ !F�C•1</CAT IOtv9 RC>R '••: :.�: 1 -------_._._ LCICATION 6111 o� I ' COLD KEYED CONTROL JOINT _ SooERSTROM ARCHITECTS. P C ML'* `3 51 -415 EDGE AT DOOR OPENING 4 INTERIOR COLUMN AT F-00'TINCs G5 FOUNDATION DETAIL N/.,r1•:'Y•1 .a...'•w /w1e,.1.11• 1•.1,11 51.2 �- 5FDN-I0 I" . I'-O,. 51.2 B:FDN-14 I" • I'-m' CJI,2 4'9'%.1 I' • I .tj• -., C IIM • •• .• .( .,• I.1••• •• ••1•• 1••11 111./• • 3 4• X I'-®• Sr•I YW GREASED PLACE TO SHOOT Iola \ DCUEL AT r•e'ON CENTERm1a V,1N OOMELEN/LWIJENGA I \ \\\ CsaNTFR � �-'1'B Mew1RRICLE/KNAUF o^ cJ-,u -REINF PER 3933 S.W. KELLY Av£11UE GENERAL NOT• r • • PIRT ANQ, ORE 003) 222-4453 DOLLEL TO 11ATCH >6 __• vERTICAL FEINF. - / qL . /CONCRETE SLAB R'ER PLAN �bEL.ED JCev' r.9TRuCTIc'Yv9: _ �.-,,,r,� ENCS C1 &4ARtD C0.EL TO REMCVI DEF1Cie 1InF! SEE ARGH. Ca-RERJLLt REALIGN BAR$ AFTER TROUELING SLAB TO INS BAR ;$PERPE%,C+CLLAR TO JOINT v o v o �1' 121CALL7 APD YER*'CALLY �-- • "V av 0� C� a • 3r1lSASE ONE EN^ c'R BAR ` w --GROUT Ct'AJ SOLID 4 ALL CONSTM CTION XWS TO BE COI:. (,O►;11d?. JO1N'4 5 . SEE PLANS AND SI'ECPICATiCY.L-S FOR TYPElegal I a LCC_ATICN CR JCINT - --- t COLD (DOWELED) CONTROL JOINT '�• ,- 4 SEE SCHEDULE T'I'P. CONTROL JOINTS BLILET TRAP ANCHOR I (�)•4 CONT. I SEE SCHEDULE L .`'I.2 SFCh-BG I ! .r C:I 7 34192-r IIA" • I'-m" ff 'f � FTCs. AT CMU WALL l( a: Z .; SI,G 34152-� 1• . 1'-�" V -1 0Qa I 0a �+ 04 I _ j STRUCTURAL NOTES ^ C r GENERAL 7. Provide C2) M4 cont;nucus bars at top and button and at discontinuous endshangers, (� 1 t TiZ1Lu / !/I 2. All br;d n bear,n hardware, block.n han ers, etc. that CO^meet tC the 1. Thl:se notes set minimum ;tnrdards Fer ccnstruct;Or. The drawings govern gi a 6 fl, 6 , Of al walls oasts small be per Trus Jast Corporation sta^dare detais co 4 M• over the general notes to the extent shown. 8. Provide (2) a5 x epen;ng d;mens;on plus 2'-0' each s.r'? around all edges of 3. Jost erector small exerc3e extreme care dur,rg erect,Cm or Acts :o ' I l � . r Weil , � s� 2. Contractor Shalt verify all dimensions and cOndih Ft On drawings and ;n openings larger than 15' x 1S' in structural slabs and place (1) M4 x 4'-0' prevent the oasts From buckling Laterally Ilse Spreader bcrS for 1,Ft.n W [�'- Field. Coordinate locations of openings through flocrs, roofs and walls p J g y g t['Y(tW4 / WO IL �� at 45 degrees to each corner. gists and provide Lateral brawn as necessary Remove any damn ea st r. _ w th orchAectw-al, mechnn;cal and electrical plans. Notify Van Dome:en / 0 g Y / g Jo 9 Prov de dowels From Footings to match nit vertical wall, pilaster, and From the job sate. DO not attempt to renfOrce damn ed as:. discrepancies, / McGnrrigte / K.nnuF Consulting Engineers (VLMK) of any r J P fl J column rrinFor_ing (poured-.n-place columns anal waits), Lap 30 diameters or 4, Shop drawingsand calculations shalt be subn,aed anal atonped by an er+g•neer 0 Z discrepancies. p 2'-0' minimum. 7t1101�' l'y'��r• 3. Contractor shall provide all necessary temporary support prior to conplet,on registered in the State of Oregon. 10 Alternate ends , = bars 12' in structural slabs whenever possible 5. The oast manufacturer ,s to inspect oil osts QF;pr they have Ceer free tea •�M ,�� •t#ADLQsDIwP'1Ed11pIJisD1:SLT of vertical and lateral load systems VLMK has not bran retained to provide 11 Alt wall re;nForc'n to be laced in center of wall unless shown otherw,se J , • n any services related to job site safety precautions, or to review the means, g p anal Floor and/or roof sheathing, br cig;mg, block;ng, a•c, as earn , 1iiislMiDWsmalma 00 milC11B,31GPaDma36.AM methods, techniques, sequences, or procedures For the contractor to perform an the drawings. ;nstolled. Manufacturer to submit Cert,F;cate to VLMK that tr+e ;nSrwCt.jx+ d Q 12 Contractor to provide design and add;t,Cna( reinforc,ng required For lifting was made and that oasts are .n acceptab:e Cond•t,Cm and meet the 1 work. Unless we are SpE�iF�cmlly retained and COmpersnted to do otherwise, tilt-walls. J • � 1 manufacturer's oes• n and ns•aliat;on rrqu,rememtS. our work ;5 limited t0 the design OF work described on our drawings for this g Q • 1'3 Provide shop drawings of tilt-up panels For review. VCOD CHORD OPEN WEB TRUSSES project. 4. Where reference is made to ASTM, AISC, ACI or other standards tie latest 1. All trusses shall be manufactured and desgmed by Trus JO-SI: Corporation or due small apply. 2 a rr,or approvea truss manufacturer to tre focow•ng, icad requ•re"antS I+ >`f ' 5. All work shall be in strict comptu..ce with the latest edition of the CONCRETE BLOCK I W Uniform Buitding Code (UBC) as amended by the State of Cregon Ord all other Design F'n = 1350 psi. RCCF TRUSSES state and local bu;tding requirements that apply 2. All CMU units to be Grade N Type 1 lightweight units per ASTM C90 Ory to Q. 25 psf live load (snow) • cir,Ft;ng 1 6. Design cr;teria intermediate humidity condition per Taber No. 1. b 10 psF dead load top chord ..., 3 Morte.r to be per UBC Table 24A, Type S or per manufacturer's reconnendd at;On c 5 psF dead Lcabottom chord•B PSF ndm ^ d.:iora( Shown at rpoF fraAg pin a. Basic roof lave land. .25 M/Sq. Ft. t0 reach correct strength. Grout t0 hove min,mum Strength to meet des n � i O 9 9 fl a Allowable increase ,n w�oa member stresses oue to O„rc:Cn of lcay.ng , b. Ftocr live Load...........250 M/Sq. Ft. strength and made with 3/8' minus aggregate, l5Y max �1 W M c '•I'ncl ......., ..,-UPC 80 mph Ex osure B W P P every tractor to prepare and test 3 gro,.ted prisms and 3 ungrouted prisms per a Uplift as spec F.ea n UBC d. Se sin c...... ..........ent, 3 5 All 5000 square Feet of wait, dur;ng construction. Zone4. On 1' 7. Mechanical equipment, mechanical and sprinkler pprng larger than 2' work shall conform to Section 2402 through Section 2412 OF the latest 2 Alt bridging, bear,n "."wore, block,n hanrees, etc, that connect to theJ W ' diameter or any other items produc�ng a hunger or support fond of over 50e: Unifor n Building Code, g r � ' S y y -pP Y Y 9 P P 9 9 trusses shaft be a Trus Joist Corporacion standard desats. 10 shall be nun b n s stem novel b VLMK. An hanger or support roduein P ' a lona over 200M shall have nddi'ciomat Framing installed to transfer these 6. RrnForcing far masonry to be ASTM ',1115 G•male 60 placed in center•; of teas 3. Truss erector snort exerc.se extreme care dur.ng ereet:on c= trssr s to • fonds to tre rain structural beans or wall unless otherwise approved,transfer as Follows (unless otherwise ind;cotlyd), prevent the trusses From buckling tote-ally Use spreader bars for Uft•ng < trusses and prov-de lateral brQC;ng ms necessary. Ret,ove any Oa*laged am 0 FOUNDATIONS n. Vertical, 1- MS 2 48' o.c. plus o MS's Full height trusses From the jco s-te. Do not attempt to rr-Fc) damaged trusses• �+a1wa♦♦ 1. Des;gn snit pressure 2000 psF LL plus DL per geo-echnical report prepared by each side of c#4's @, unless shown otherwise on drawings. 4 Snop drawings and calculations Snati toe subs,tted and stto-ped by an ling.netr VJ �119Zw. b HOri;;gntal 2- M4's 2 48' O.C• Cf;rst bond boon 48' From ground floor) re ,stored in the Stave OF Oregon Geotechnical Resources Inc dated June 24, 1994 g g tt •// plus 2- Ma's at top of wall and at each intermediate Floor, level. 5 Truss manufacturer to nspect mit trusses after they rave teen erected and !1 2. All foot•ngs to boa, l firm, undisturbed sal Or approved compacted fall c. Lintels Less tmmn 4'-0' wade---2- M4's in bottom of 8' deep untsl. Floor and/or roof sI,,eotr,n br,d n block.n c tc, has been instated. v }( ✓ minimum 18' below final grade. Not;Fy sods engineer before proceeding if any unusual 4'-0' To 6'-0' w de----2- M4's in bottom OF 16' deep lintel. Manufacturer to su0r,t ce 4c,F cn a flto VLMKgtnat the rspect,om was made a" MT/OR Cond;tions are encountered in the Footing excavations, I� t 3. Do not excavate Closer than 2�1 slope below footing excnvat;ons, d Corners and intersections 1- 24' x 24' corner bar of each that trusses are ;n aCCeptatl! Conal;tiCn and reit the naruFnCturer'S dls;gn I � y 4 Clean all footing excovat;ons of louse material by hand, bend beam sone size as horizontal reinforGn l Q t g and ;nstauot;on requirements K 5 Excovnt'ons any be made under continuous footings for pipes. Backfill to be 7, Etectr,cat boxes, condu;t and plumbng shot( not be placed in any tett that ca SODERSTROM ARCHITECTS. P.C. approved by sots engineer Contains re;nForang, STRUCTURAL 6 MISCELLANEOUS STEEL •".."• ••" I`I1f1 1..1,•1 8, See drawings for additional reinf)rcing. I DetQd;ng, Fabr,cat;on and erect•on snail conrorn t0 the steel construction t/ ,r1• •• n•v ••.•• •U •arms• •. I.N• (1111 fu•u„ CONCRETE �- - _ 1. Strength, Average concrete strength as determined by job cast lab cured 1 All masonry to be special inspection. manual of AISC. s`V1 •' wit cylinder to be 3000 psi at 28 days plus increase depending on the plant's 10 All drilled Anchor bolts installed in masonry to be 'Redmond Dynnbolt 2. ,11E steel to be A36 except as noted. PLACE TO SHOOT L Sleeve Anchor' by ITW/Ramset only Expansion bolts installed in masonry 3. Alt welds to be nude by cert f ed welders to AVS Standards with E70xx VAN OOMELEN/LOOI,lENGA standard devint on as specified ;n ACI 318-83 to be installed in fully grouted cells, in on area which leaves a mm,mum electrodes. t MCGARRIGLE/KNAUF 2. Minimum mix requirementsi 3 Inch distance to any edge of the masonry unit and a minimum clearance 4. Unless noted otherwise, bolts to be A325N For steel to steel Connections a"d 3933 S.W. AELLY A`4M LOcat;on Compressive Slump Min. Admixtures + ►IDItTL.Wp, ORE (!0.1) 1622-4+03 strength <a> cement of 1-1/2 inches to the center, of the cross web. Dr;ued anchors to be A307 For anchor bolts and connections with wood- Provide s:andnrd plate (psi) Content subst;tuteal For, cast anchor bolts with written adproval OF engineer, Only washers under ate bolt heads and nuts ;n Contact with wood Dr,ltea anchor t� WOOD FRAMING bolts to oe 'Par000lt', 'Kw,kbolt' or approved equal. Footings 3000 0-5 5 none 5. All structural tub,r+g to be ASTM A500 Grade S, Fy = 46 ks. All Steel Opt ✓y+ ,` -4 I! g 1. All lumber speces and grades to be as Follows (unless otherwise noted) to be ASTM A501 (Fy - 36 ks;) or ASTM A53, Typr, E or S, Grade B (Fy • 3` 9:-4 ^ lilts Slobs On 35CO 2-4' 5 1/2 WRA (b) a Jo-sts, beans and stringers.. ........Douglas Fir M2 ks;). i 1 G ' nom. Ann, greater beams and str;ngers. ie .Douglas F r M1 S. All tight gauge steel 16 gouge and heavier small be former from Sttet OF Group C.C.C•C, (d) �? b Bucks, black;ng, bridg;ng L misr,..,..,.Doug, Fir or Hem Fir 03 ASTM A57C Grade D w,tr. F; = 50 ks;. L-grt ga,.ge steel 18 gauge a^a lighttr G + Group c 2 X4 studs..............................Doug. fir 'studs' Or 'stdk'' 6 shall be Formed from A�' ^,611 Grade C with Fy s 33 ks; Detal and lC: Slobs on 3000 2-4' 5 1/2 WRA, AE (c) better Fabricate tight go.Zia Ste& per AISI standarys. - Grade d. 2 X 6 studs L larger.....................Douglas F.r M2 7. DO not oversize 1+.•AUed or purcmed holes w,th burning tWC01 (exterior) a Sills, ledgers, plates, etc. Embedded in or in contact w-th File? 94_14 SI concrete...,....,..Pressure treated Hem F;r 02 _ F. Posts.. ., ••••• .. • • •.•••Douglas Fir M1 SPECIAL INSPE^-,IONS Walls and 3000 2-+' S :i2 WRn/Pt20 (e) 2. Roof, r',cor and wall sheathing to be APA Rated Sheathrg, Exposure 1, The Following spec.al nscectons are required Provide emg!rep•• with CCCy of d ScJ i Columns conforming to APA performance standard PS 1-83 and to tCBO Ner-108• See all irspect;on rerorts. drawin£s For relv;red thickness OF sheathing and/or span rating. Install 1. Svecial ins ertion required dur.ng the tak-ng Of test spec,ners anal placa% 1 MisceUnnecus 3000 G_31 S WRA P roof And floor sheathing with long dimension perpendicular to supports and of all reinforced concrete. a. Stump excetding specified limits shall not be incorporate, in the stagger end joints (unless noted otherwise in drawings) Use spacer tool to 2. Special. Inspection required of alt concrete re,nfor-Cememt ar or to concre tt project exc+pt by written Loprovat From ergireer. provide 1/13' end and edge joints, including tongue and groove joints. placement. b• WRA = water reduc ng agent Install C Anr thicker IoLockmg at unsupported Joints in ,all sheathing, 3. Spec;W Inspection required of all Structural wetding „mess welding ;s done -+�----� Block rocr or Floor, sheath,ng where noted on drawings it an approved fabricators Shop. Alt (',aid welding rlqu;res speCat Sheet. Title [ c. AE = air entrainment 3 Framing anchors, joist hangers, post caps, etc Fo be S,npson' or °oproved inspection. Special inspection of ■el°Rng "ay be performed on a per'Od•c t d. Up to 1 1,2': cal, chlor de (GC.) Allowed alar ng cold weather. FC]UND4Ti0ty e Pozzotec 20 (PT20) required For concrete placed below 40 deg. F eqU°(' basis per ect;U.BC r-egv.m 306 f all .� wr 1 4. All bolt Wends and nuts bearing on wood t0 be p,'OvidPd with a washer 4. Special ;nSpeCt;t:n required Of all h.gh Strength bels (A325) •rStallgt-0^t- DETAILS AILS 3 Place and cure utl concrete per ACI codes and s'andards 5 All nat;ng to be per Table 250 of the U.BC mets called For on the Inspection shalt :+t performed after bolt installation is compArte per U.BZ 4 Provide control joints in oil nterior stabs on grade at 25'-0' o.c each drawings are to be common no ,s. Sect;om 306.(A)6. way maximum unless otherwislt shown on plans. Provde heavy (3!4') tooled 6. C-.,tt;ng and notching of jo,5ts not allowed. V diameter hole may be drilled 5. Special Inspection re%;u,red OF all dr'itect epoxy anehOrS in c0mtrete Oe -^ joints at 30'-0' C C. in all exterior walks anal Slnbs� in toe center 1/3 OF the member depth. All other holes to be approved. masonry 5 7 Studs may be notched ;n the lower 1/5 of the height O stud fpr electe-c and 6. Special inspection requ.red Of structural masonry as noted On draw;VS Sleeves, pipes or conduits of aluminum stall not be emoedoled in structural concrete unless eFFectivel coated pwmbng pees, but no part of the notch is to be deeper lana 25%: aF w.dth Required inspection small occur during the prypQrnt,on of masOrv'y prSms and _ I � 6 Aggregate ASTM C33 s ze to be 1 1%2' minus For slabs on grade. of s tui Moles of diameters up to 1/3 of w dth of stud nay be dr sled .n gecvt sal",Mes, ,nspect.om OF Cleanauts and reimfOrcement placement pr4Y t0 Q,Ef Ali Other concrete may use 3/4' mox size stud, grout,ng, and ,risvect.on during the grouting FrOceSs. COntruOVS inSClCt,om +olLet 8 All Iam,noted beans to be Douglas Fr with Fb : 24 ks, per A;TC 117 during mrsonry toy up not requ.red. b �2 REINFORCING SpeclFication Combination 24F - V4 For s,,ple span beams, all others 24F - Ii 1. At( renForcing steel to be ASTM A615 Grade 60, except ties, stirrups, and V8. Lamnoted columns to be any combnaG)n symbol and grade with Fe : 1500 SHOP DRAWINGS dowels to masonry to be Grade 40. ps. m mum and E = 1,800,000 psi mnimum. Appearance grocip to be Provide Shop draw,ngs for ail st••uCtural rroduCtS delivered til the OrOjOCt. ustr;al, unless otherwise noted on draw,ngs RITC or A.P A-E v S voop drawings OF b,dder desi ped items are to be prepares b. and hemi tl'1e 2 Fnbr cute and install reinforcing steel Accord ng to the nd Nmnual of Standard 9 9 Cer ,F;cutP requ.red. Use waterproof gtt,P Stan Of an Oregon licensed en neer (product am ,rte^) Such draw: ! Small a'- 4 PraCt�Ce for DetaCng Rein Forced Concrete Structures' ACl Standard 315 P fl G' P fl mfl � �, 3 Provide 2'-0' x 2'-0' Corner bars to match n7rizonta; re,rFprc,ng in poured Cert;Fy that the draw�rgs have not dev;aced From the VLMK 000.9m r any way, or 7� �� in-place watts and Footings at all corners and intersect;ors. WOO7 CHORD PLYWOOD WFB JOISTS shall call t0 the attent,or, Of VLMK that tat OeOduCt e^gin41r MOs dtv•attd frill+ z FS E 40 4 Splices n wait renForc'ng shall be topped 30 diameters (2'-0' m,nimum) and 1. At, jo;sts (T-11's) shall be manufactured and designed by Trus Joist the VLMK design drawings, Such deviation may be CauSV for re,ett•ng the Shop shalt be staggered at least 4' at alternate bars r t0 the follCwng load Corporation or a prior appruved Joist manufacturedrawings. •�r 7 �lJ.. 5. All openings smatter than 30' x 30' that disrupt re nForcing shote have an reyu;rements amount or reinforcing equal to the amount dsru:ited placed bath sides of ROOF JOISTS opening and extending 2'-0' each side of opening. a 25 psf live load (snow) + drFt,ng 6. Provide the Following re;nForc ng arpurd *at' open;ngs larger than 30 x b 10 psf dead load top chord 30' a (2) M5 over -pen;ng x onening wdth plus 2'-0' path side. c 5 psF den: lend bottom Chord d allowable incrtnse ;n wood ^e bPr stresses due to duration of lending B (2) 45 under opening x opening width plus 2'-0' encn side, • C (2) 105 earh side of opening x Full story height. 15': max;mu i D Provide 90 degree hook for bars at Openings X required exters;on past P Upt,Ft as soecir,ed in LIBC 1 opening cannot be obtained. BLVD.,10m INFORMATION ON THIS DOCUMENT IS NOT +`G '94 9.117 4 t•�� 4 0434: a,9"Pt,IffM APPROVED FOR CONSTRUCTION UNTIL A V7/2� 94L OT17 S r V OF 321 BUILDING PERMIT HAS BEEN ISSUED 94341512 7,'^R•'94 16 54 33 J"l I 0 MICRORLMED IIIIIII IIIII � VIII I I � III� MADE IN IIIII � VIII I VIII 11111 ► 111111 11111111 I VIII 11111 , 1 FlAF7tOILA- 4 CHINA IN 7 7 rpllll�w�/ F`,. < A/ E F <11r T 1Ap 4 4' , r t r 4 a5'A 24 e9 ♦ .G'' ! tib. `6' � I I� „ I�r' 1 � ,,.L... ��'�. / F VIEW *t 3 vwkssrs IV +rt of x I I W1606 T_. ' 1 _------ 09 __- - -- --- 3 cc I / — li •a ,� Q W '�- /m 0 -7 GIL t --- - -rL coW 1-4 ' 1 + J X 1 _.. � 4 . ... _., .. .__. ..._..._... __._. m W / _J a Go 'IH41A 4' ,.. ... ..._...,...__ r , Q Q /Zzz-Z- OL U ' T-TAT 7' G � co / � / Q A fl, / �/ � 00 <5> 52.z/ 52 \SIMPSON LSTA 8 IV 4'-C' ``�-0 I �- '9 y OVER 'ot 3 TRUSSES. T O•N• TP• a ', 4 j 11'-3 all Re ea / 1 ROOF FR,AMINC PLAN - 52.' 00, S in-et tip - - --- - 6 ROO: NOTES; PLAN C/E_ •: 3 '"5E5. I, D.S. INDICATES DOWNSPOUT LOCATION - I /T:O,F. INDICATES TOP GF FRAMING t-EVA-ICN (BOTTOM Or PLYWOOD) — X'-XX" INDICATES TOP OF WALL ELEVATION (Tc7P CF I've 4. ROOF SHEATHING TO BE EXrOSURE I APA RATED T. 1 G. SHEA*HIVG. MIN SPAN RATING ^9%24. NAIL W/ 10d NAILS AT r," O.C. ALL PANEL EDGES AND 10d NAILS AT I;!' O.G. IN FIELD AT 1-AT:HED AREAS BLOCK ALL EDGES III NAIL W/10d f ww� NAILS A 4 O-C- ALL PANEL EDGES AND 10d NAILS AT 12' O.G FIELD. i 5. -� -� INDICATES CONCRETE TILT WALL E >6N 6• INDICATES 8' CMU WALL . 96 i. TIZU55ES IN SHADED AREAS TO SE DESIGNED FOR AN ADDETIONAL LOAD OF 8 F-SF AT BOTTOM CHORD. (48 PSF TOTAL LOAD) $►.(. ; ,y��rbF!• i S2.1 VLMK PLOT OA'ES ' �i6 04 11 2d l4 X130 '94 l&44550 BLVD, 1Cf76 MFdttMAT1pN ON THIS DOCUMENT IS NOT 5/! •4 11 11 59 8UP� 024 1. SIT -0� APPROVED FOR C 1N$TRucTioN l�InL A n,/8 17.9,2? 11 �. ?r i , 9 6Tf 14,1 JQC BUILDING PERMIT HAS Hf;EV ISSUED. oa t1 943415-3 4�6, t 9.425 t JAN 0 3 j991) MICRORLMED IIIIII� IIIII � lilt , I I , IIIII � IIIII I VIII IIIIIII I VIII I VIII I Illlili � VIII IIIIIII ►'f9YJt- (SIN16 MADE IN CFIINA IN. 6 1 I -P.T. k TOP It W/ 1/2' OtA. AS, _....._ �� . J �1. ....A..•..» " i ►tT S M+ �'r► CCUNMNU IK At `-0 O.G. 2 TOP R W.ul �w bTi P tt�fl ti of • AT • �' `� SI1.Q'Si 'LTTCOMM ,C'' TIE AT 5' 4" C/ tj1.T-f/► ../�. ►' 1 ftt wdr. USE (&) 'OQ C47AAMiJN NA I r.5 A11*1 . • n' SPACTN,5 IN A LINE USE :W TAG+' $ a • j'' . .�. 50:T , 11�JMI Ln2W V38 AT i.4' 1/•j,�a I.T T 4' Ellii ANC'Ii4 R LfTI4'1 A w'd MAX. OC. / Jf[ ♦1 1�/C/�✓•ICJiI kL1.`. <' r• t :'� • •' `a +11r` ►A Vi a►�t / W tPACD✓ ht A 4I4 .PA � � r" ' �'__.... TOP R - `.I� C`EtAII •" y PL WG `:�1EA 1 HINu At AM s 4" dCIY f A1rG•K,i ll�. « r i ,:b/•'L.''w S r.►a� S TRW / r� • 4•$' A..'1lii sow i I —COMUWT* TILT .P PANES Lj ,Ar- s I •R\1r f►41ErthTt� _ _� _ _ kOM SoMANi PIP r. A. ? -M pi k,t �ft4THINu P.T. 2x 4 BLOCKING WTTH \ Ipd NAILS INTO LEDGIfR I loom JUI.1T "" � � •�� r y PER PL AN IT b" O.0 EILOGKINGi W— '�.)+�L N/ 1/7 BOLT 0 31 _ 11 NAILS AT >ST/Cs�+EREG i '/ a/ 6d NAIL: INTG v i* = r • r�",ItD>jt��1- , :,, � •..STEEL DM PF_R +SAN AT 41 O C -P-T 4 x 10 CONTINUOUS LEDGER Wi LEDGER AT SAMIF r I+ANdW ;Y;4I A. , 3i4'• x 0' DRILLED ANCHOR PAC, �� V'AGING AS D'�AF-i k*✓sM < r r• ki\� IST • F ER I L Ah AT 16" D.G. - 5 ACsCxEREG Ef/.AE NAI4..rwj I J 4V � \ _ sJ ` -^C ---- —..� __� ) __ ---- I p 4 • $ :Jh''I►tr.VS JRY%/sl'A ..1 lot I •^I • ry' i •_ 11 -- -- - I --- tT i' G: S'A/ss'Al '� Z '30.►' 7 2 . v P T LEDER N v \�- ROOF JOISr PER PLAN / 1 � 21 1 V t r• I!2'� x b E��'LT� AT 4'-p" O.G ``��,. 1 11 V CMU WALL • _�. j ( .► 1'l_ ROOF I()TST W � [� PER PLAN _ JOIST AT CONCRETE WALLPL _ YWOOD AT WALL 3 JOISTS AT CMU WALL ROOF JOIST AT BEAM _ 5 JOIST AT CONCRETE WALL_ c Vt 54-39 I" = 1'-0" r 54-42 4Z -,, 3/4' X I'-0' PLATE WITH 3/4' X 4' NELSON STUDS ON 9' PATTERN b STUDS /1 (8' PATERN AT SIM. CONN/ olsi o 4� - 3/8" PLATE 44TH 3/4" A325N j DOLTS 41< JIDGER WYOND - SH ♦-� - T F j r3/4 0 DOLTS BREAK OUT BLOCK (4 - - - IIIA SHELL AS kEQ'D TO A/ PLACE RIEINF. i GROUT 1 ' i3 TIES !D 8' ! o. m �► 1 _ I j/9• BACK P.A 3i fa' SIDE P`.A�S ±, _ — It 1�2'xC-OL DIM. ♦ 65a 'l K►� O AW) 3!B' DE GRT+G PLATE 4 - 'ji4'1 I BM. WI'J'Tr• OR. COL. DIM. �� / -(4)-S6 ANG�Gtt DOi.*S TO WA". rl' .iNICHEvER IS .BEATER " s ONE S=f W=s'N I t-. 3/I44 / 2- 'r El DDOLTS TrA?i•H BEAM 3'6 3/4" BOLt IN � i / SLOT A+CK W,.,d,TE r101.E5 h.ORIYONTIu. I '7 FLUSHSHELL % A;; T1.�(4}3 4' ^_A :3`� 50%.TS T ' 71 SOLID RUBBER EXP. JOINT MATERIAL. Aw - T STEEL BEAD I \ b- #4 TIES AT 4' CENTER FE4 PLAN 1. CMU WALL AT ON ENDED I/4 SIM. CONDITION � N;:'L ip 004ERE FlisilLl'r C!-aR• AT Olt 2- x4 X 4'-0" TOP AND I NEAR Pt.►,E- :GI>rT E/TEAG BACK +� ✓— BOTTOM _ _ PATE AS REa.VREZ TC 111,n9ili A MINDAUV OF 4 Y FROM BOL' } -_ TC EDr# OF fi 19 BM./BM. CONN. BM. COL. CONN, Kasiiii, GMU LINTEL DETAIL BM. :ONN AT WALL __9' I1/7 41521-3 1" _ "..0" C') "'' 4IS22-1 1 1/7 = I'-0' 2, FF-15 P = I-0" WIN s� r C:.L. BEAM AT TILT—UP WALL- 34 S•-110 _ -v �L P.'. 2 < C't' It cr w' V2`t ANCHOR 501 ;AVK'ER51W0 i AT 6-W CC. Q / - CO►+CRfTE T".,.'-.Y' W.Arl t A :.`, 1 .3/4x6 1/7x1'-9' W/ . 1i.. (3)-3/4 mx6" NELSON STUDS [5--yi __TT2V T:E AT S•-4 O.G. 1/4 JSE ( 4._ _� _ __._._ ' 1/4 6 SPAli IN A L.M. USE 12'0 3/4"xh" NELSON It3/4x1'-2"x1'-9" W/ Lbx4x3/8x1'-0" 4' EPDXY ANC--iii BOLT r� STUDS fl !6' O.G. (b -3/4"x4" NELSON /W/(3)-I/7x24 NDA _ _ SIJ SIM+°SON L�'T20 Sl) 4-0' C.C. l - i ; f L. STUNS ON 9' PATTERN \ ID 5'-6" O.C. 4'-0' .C. Ri ;a{Ar TiCWA PER PSJ.N 3 8 •_ -� rt _: ROOF 5A-fEATHZNG \1' DENT I�W/(4;-3/4'0 A D. i 1/4 - PER PLAN ROOF' :C 3T pER PL`♦ "� 1 1/7;:16" NDA j a . ! / / x,16• STGE�C'.W/ V4 .— 7 _ - A _ — ------ � P.T. LEDGER W/ ` x 4 (F1A*) STRUT = SIMPSON /! / - 3/4" A.B. 9 48' O.C. 12 CLIP - / SEE S2 FOR tv TYPIC.::. AT 4'-0�' C.C. ROOF JOIS' PER PLAN !v �6x4x3/8x1'-0 BEAM CONN. _ i-,,o R BY s \ I/4 SEE 53.1 JOIST MFR P.T. 4 x 6 CONTINUOUS LEDGER / W/ 3/4'0 x 8' DRILLED ANC!•0F. \4 1/" 4x10 P.T. LEDGER BOLTS AT 4'-100 O C. 1'.'. 4 x 10 CCNTINIUOUS 000 5R r.1 3 3/8' DEARIIrG !� *�'l -4/3/4 m A.B. t'1 3: O.C. 40 x B' DWsi.l� ANCHOR Ey^.TS , \\ AT 6' O.G. - STACR3ERED M 0 —! r 5M AT CMU WALL 12 CMU LINTEL CONN. TO STEEL. COL. 13 BEAM / WALL CONN. �4 FRAMING DETAIL W 4'S:-' = -'�" C�^ '94341 41S2i-2 1 1/2" ' :: I-0" 2 C", 41S22-13 - P ❑. I'-(c7" Q c. 2 5412-14 FRAMING DETAIL Q S45-'S W Q . tri U .l Drawn._ii 4LG. L1994 to' I� C 4 4 Q - 1rZ�4 RL1©F 'RM DETAILS i ,l�0 Itt 1 MAJ � r ea+nD yEs E II�R S1,F•o� (�D--rQr VLTAIt P10T DATA S2.2 "'4'�-Af3f 81/0 /07r�S 7/2 /94 1' 10 SS 'UA 0ADF T. D 7, 4 1 1t 4♦ INFORMATION ON THIS DOCUMENT IS NOT T�25 t1 a 3I EI Of.!? APPROVED FOR CONSTRUCTION UNTIL A 9;6 4 10 �� u1' �4;4 BUILDING PERMIT HAS BEEN ISSUED 94t41S22 9l6;'9� 15-3435 t . MICWRLMED 0 3 )1ig�1 ) lii � ) � ) i ) � I � i � i ) � ) li ) IC HI ) ) 1 ) 11 i ) SII ) �A" 1iIAl 10 4MAOE IN � CHINA � IN I I 1 atillOwwn • a 5 ` \4 ` 3 2 Tf,.41b CO^%AI/ P* SOTtp" � R.� I Cp P:+tirX.G Q • I'J P PJ - - 1 . V r..p+I 1lKYJe IIIY.U(. .._ r, P*MIt*Q PMO. r ,17 04 A' W rr GR1rTtw VA,-_ • VI' T►+!J[ #-A**. • 4,A.r V-0 1 u1• PA/r, .Z • ,b•pL t4+ ,,fir �. Te6xbxv4 } - I of �/J�1lr'.'laL s!w •tr:,. • e. 'l., s T ifs+ TOP O/ PM1iW1•4ri I • • . kk W P-F 6" CP OP4D4Wjb A' \ Climp4oc-6 Llee T►W4 3 -O Il• 1 FuTuft FUTURE Nnm D`�i/J•1xWA L� OPENING OPENINfi Q OPENING �SA� Oh'ENING \\� �W-1 PLS 15,-C F tl-I Y • !• � , yj l ---I � 'i�-- - � gyp• �.C)C.K • O••• �� !�n i 40 &T ICA& Allo e�ollcp_ OF AL, G40014t1ri6 E x-F•G 1` 7'•O' BE fGND aGEs C• O^•G 1 NORTH ELEV. ' e3! �JwEft � '`W*t• S 2< E pqwAv.":£ 83. va• . r-m" � � �• WOGK , p-�• ' 111 - -- - -�61� ------- ._ �� blt - 1I � r/" s•►.:T..i I�_oOR�.TB I ' C DE r: F -- — a BE BREL � 4 TYPICAL TILT UP PANEL y S FGN-I U4' . I'•m' PJ PJ PJ PJ PJ PJ /113 TIER • " OG --- ------_.. --- ------------------- 1 II 0'-3' X 3/6' x I'-0• FLAT DAR I i II WITH 7- In" DIA, X I'-b' hELSC1N DEFOR•TED BARS Br_*(T AROUND EXTRA •3 TIES • 12. OG VERTICAL 94 BAR BY 4 •0• LONG 2'-0" BEYOND OPENING q- !b" E:L)- II EA.--w SAGE GO � .. -_ - -- --� e' . 3nb' NOT OVER+4EAT 1 ' -m'-8' LCNCa FILLER ROD Br JOINT /' WIDTH . 1/8' .— _ �''� ? In" x 2 In•' x 3/8• x 1'-95" ANGLE WIT" 2- In" DIA. BY I'-b" h°LSrJN i' GE-FOR•'ED BARS BENT CvER EXTRA --` --�- -- - --- 04 eY •a'-T' VERTICAL ai Z EP. (2)-5 < 8 1 L S" THICK 1 1/4" THICK -- I LL ./4" TYPICAL Ix�E I O CRITIf"�I EXTERIOR FACE U. O N _ ADDIT!ONAL NOTES AT DETAI_ 6J Q 2 EAST ELEV. _ y � � 1 QI [ 5 PANEL CORNER CONN. 83. 5-DN-2 I "i" - ,_0. 2 3 4 5 6 LOCATE CONNECTION AT r'=-WEIGWT AND I'-0" BELOu _ TOP OF FRAMING (2 CONTIECTION.S PER P.:NEL JOINT) WHERE PANEL JOII'T OCCURS AT BEAT 6_NE, LOCATE ONE PANEL CCP(E�TION AT MID-WE'G►.T ONLY VJ �-----BUTTEQFLY CO"�ECTION, 1/4' PLATE x 0'•3' Q �� o X V.-8"W1TW 1/4' SLOT AND 'rl" DIA CENTER j PJ PJ P J PJ "OLE. BEND TOP AND BOTTOM LEGII IN OP""NG j DIRECTIONS TO FILL JOINT, iA ��■■ •� WELD EAC-4 LEG. ��1 (5)-05 EF. I DO NOT OVERHEAT 1, t 0 3 16' 4" 1■ , II 2 I/1' x 2 1r2' x 3/8" . -©' AJ,43LE ' 63.1 II OTW 2- V?" DIA. x i'-E' NELSON Q 1 BIM. INTERIOR FACE GEFCRMED ANCHOR BARS BENT (FJURED UP; OVER 04 x 4'-m' VERTICAL 0 --- _ _ 2- 51/2* v a -- I THICK , BACK UP ROD. � OF I (n EXTERIOR FAGS LL O K JOINT UJDTW, v� —� ' -- -- - -- - 3 14' CHAMFE R AT AL L -� CAULK JOINT eXPOSED PANEL EDGE! � 3A SPANDREl� TUNE 1 ! `FUTURE / • S Q S3rw_l • 1/8" I'-0" ADDITIONAL NOTES AT DETAIL 5 cl .A `J � ' Or°ENING + 0'-3" X 3/8" X 1'-0" FLAT BAR v WITH 2- In" DIA. X 1'-b" NELSON (o TYPICAL PANEL JOINT 11 I DEFORMED BARS BENT AROUND EXTRA I' VERTICAL 04 BAR BY 4'-0" LONG. t-3 5 FDN-3 I In• I'•0'EACH SIDE. j ;-OFT3/16" NOT OVERWEAT. 3 WEST ELEV. — 1/4— V8• (2)-•4x Lox 4x 3/8"x 1'-1 • oa.l 83• HAIRPINS RS/8"x 3"x I'•4" (2)-3/4"x b" o4ELSON STUDS Date- HAIRPINS ate- .�.,.......�._. _J I III 'II �—•-=-�- - -----.._ II �; _ � _ - - • ., or-els.—_— __ _ - I Y = sru RE NFC+ NG CAL LED OUT EAGW ` I' _- 2 In" X 2 I/?,� x 3/8" X I'-m" ANGLE ,t4: c�d,^,�:j>� FACE (E F LOCATE I' MAX CLEAR - — / Or- EACW PANEL FACE WITH 2- E C IA. S 1 I'-6"NELSON -- - 1 DEFORMED BARS BENt OVER EXTRA I I RQv9CCT �� I 1 y^ 1 In' CLEAR y �4 B7 4'-0" VERTICAL II . . I 3/4• GLR 6EE DET i --- ----— --- -- - - - ,i ADD'L INFO. „ : VI W A l3)-3;4 x 4 NELSON STUDS �---- - _-- r, U PANEL T-IICXN[SS (• AS SPE.IF E:. _ _- - - --- - ci .- _ L1 - _ —--- -- -- - - (2)-04x4' PANEL JOINT IN FIELD r ti I ,� 60532 9 1 1/7 1,0.. - S3 �� _ A c C.HGl iFER AT SURFACE ' -- -- -- -- - -At FACE U O IN -�' POURED DOW( V 3/8'x9'xl'-0" BENT !E ELEVATIONS 4. 43 VERTICAL BARS W/(2)-In'1xl-6" NELSON i /(b)-'2 TIES •6"3 WITH 03 TIES t IE3/4x4x1'-� W/(4)• r' ' ' �,Gti�L EGA E A i4"oar_ Uox ON PLAN CE''ORMED AlJG,JOR3 ttj ; : _ i i ` _r r-- -- - - -- - - I " " 1 l 1-P I H ti 3/4 1x4" NELSON! STIM (D'-8" LONG FILLER RCD BY �3ETlUEEN PANEL JOINTS JOINT WIDTH . I/8" "1 i n -— .•- ofA COOLED E:.GE A' - i ^.v ----—-—- -T -— - }�;RFAGE POURED UP - ----- r-� -- cI+ CLR I" CLEAR \\ I I ) - i - - ttf - - 3" x 3' X V4" ANGLE U1TH - GIA. X m'-W J-BOLTS _ . . \ �� I - - E.--EobC+t sArE U O N - - �- T O,��AG DCORS ' (FtA1 Mdal_! PULL ►�✓yrT A ALLr=-- molt + �' c � �►NE E"—GE Q",-sL= 3- 'S vERT,:AL - - 414, - � BARS EACW FACE ------- - -_- - I 1�l3.1 cF PANEL JORIT uu PANEL LECs AT OPENING ADC ' ^.:. N1pTEe AT DETAIL — - `. '3 TIES AT 24. OrG. �Q' V' �''•® (� ADDITIONAL NOTES AT CETAIL 3.1 vIFW _A AT 6IM. SWpETAIEXTRA PANEL REFORCii� AT BEAN LINE T !1 JOINT METAIL I P EL EDC ;,FpN-4 :".:o• cj3• S,FDN-i i v?" . I'-O' - 1Cd JOINT DETAIL. AT SEWED CIORNtR 53• 41631-II 11/2' • I'-m' ylhK PLOT DATE': I A4.• 53.' cJ3. PON41 I I/J" . I'-p" 7,'s wa 16 410 INFORMATION ON TWS DOCUMENT IS NO1 r/2�,>1/ 1� 1,i 4: APPROVED FOR CONSTRUCTION UNTIL T/27/94 !• 03' ,��• r,�gr/�pE�y(a• 10175 BUILDING PERMIT HAS BEEN ISSUED 94341 S31 7/2'/0 16 U FAJP 94.0241. WT 94.0035 ?�OT 32 't MICRORLMED IIIII �� IIIIII � VIII 11111111 I ; III � VIII � VIII I VIII 1111111 11111111 II 1111111 ` F1HFlt- (3" + 4 MADE IN Ci INA IN �I 1 16, 1111 1 I I xwa• -- - 7 A 8 C p E F 4 RECYCLIWj/TRAM+ U LrI 4 Q `t'C TRAP RGG�" 1AJ •� , • z O W r' r TAGTIGA_ RArrGE 2 2" i•� `. t s 3' TRAP ROOM fx 4. v PUBLIC RANGE ` ll I71 q WASTE/WATER RISER, ROOM 127-128 Q x STORAGE I� • r II o (r _ Q •'' o (L 1` I! (� a O `L 4 I FIRING LANES Z cf) Lr 2 VEST. L' 4 oo. - j OFFICE - JL - — 102 1 4 1:7 �� DELI ---- m3 I� it ms 7 J. y I L� LU 1 - 7 A .� LLERY rm �:+8 (9 D 000 t 0E ® C� � � c0 , t1/1 �c a MANAGER STAIR _ STAIR I - — _ Q -... .. - // d RAMP, -— ae ' ^`\ r_8i01 --I r- - _.---- BImO' IQimm RR RR n U y n �� n ns — BALES . -- I v .\ --- i mI —_ — ENTRY IIa 4 —_. —I -- - — �— - k .° 121 , SHOPS CLASSROOM V� U �, I Q 1 `J 1 I � ' , I RETAIL I :. I L 146 � I 'a5 CID . IOJV a, •l t � -__—.._-_- GUN QJI-I�� — ! �.. / � -, I jB t j� I MAGAZIN 4ee -- i j 114 [7� Datek 00/Di,94 r—_— _ �.. " SEE CIVIL _ _ l JAN coNnNUAnoN WA��iE/WATER RISER, ROOM 108-111 �� o, %',� _\ oma" ENTRY_ Ells_ »O44PL.M vvec._=_ CLASSROOM _Imm Re✓•ed: 9" _ 8 UIOM EMPLOYEE ' IR'I13Efi\ PILLMf / 4ee CHOE/ TMJATIara MWR A I 'F SEE CIVIL CONTW"TICN /4 ' T1 r. 34 j^ NORTITI 8h�tt Avner - PLUMBING PLAN �r n 41b, P_1 +, ' 1 ve•. r.m1 I W . ATE/WATER 1449ER, DELI v jol: p .. CI [H. 91} , t. a'. b IOIM .x 1 x JAN 0 3 1995 Lek II MICROL�(FIIILMED ��fII LO 1 11111161 n Illlll l� l °1s91'IIi11dMII �iIIIII1�lUWI1 � 01111RIIMIIII111MIIIMIIIIIvIIIII ■ VII � i�I ' k I I I I 4WA°�',y.. i `.�'- 'y... ;.i„n,,,y” 4...;��: .r ,; ...J.h.;0 r� •v¢.:,:...: ..,;.. u.., «. .. i;,.. , x-c•c.::r ._.. ,�,Y d' t. •i y; t *",# wr w sc 4 Ar-11 (4401 AA1 twow, OVI NAL d 1tiN W.It / A7LM."t t. 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ORTRUL .- D c (AUS EM E P �P E'14A.1.rN >r - - - -- , - ROOF TOP t d� y – 14 - - - - H 2 __ IO w -x c' mss.• �. l i y _ 1 `.p —_ HONEYWELL '11'1.'00 PWX;jtAMMABt.E THERA13T1T I r ICE IQv\ (i'r I ' r I •� � co - _- - - -- \ - - - 'T HONEYWELL T",3oc: PR[,L' hf0tAALT. THICIMSTAr W x: -- - - ENTRY *' I ALLER r MAKE UP AIR UNITS f l a. s, MAUI T'NRU 3 - INTfR:fsra iv .SINGLE TT300 PVDGkAM)4Ab,Z T'NSIM-STI6' follows /� _ - .- 0 .� 1 STAT To MAINTAIN / �'� •#1 1 ZZis P r � -- _ � �- � � t7t1RIHN�ICCUFIEU P1�tIODB Y�AIIS�TO RL'M OM?IIitY 3 L_0 � i ,• �'_ ri i+a I i - - -- - — - SFT TqP tH FOR HfJtT g111Y. 11r�`t► i f t _ :._ ,_ _-M- - — - - -- iu ,, •.,,-, / r' --�--- _ - --- - .,_---- --- -- - - _ __--. MAU♦ T'F,RU 7 - INTERLOCK TO SINGLE T7306 PROGRANMABLI3 THERfIc.` "*T' n7" T I N/ R.FWYrE SENSORS. SUPPLY FAME T`j PUN -'L`RTIM ,C�i�i4b I �8`� � I(�� '. I R 'Zo_ th I ,+110 tl�x� xlb IV�rI __-'- DURING OCCUPIED P®iICSP':. .HER/K�STA7 TV MAIN?J *'117-90F i S SET TUIPERATUR£ FOR H:&AT ONI-Y. ` l '` - -- r -- --- THF,RNUSTATS `T 14t T 1'11' TO BE LOCATED AT NACK NAZI. Or SALE.Q r^'.SJNT°�t. ....., ryv T F Y nEM4rE sEFtsoFtS To BE LCK�►rEU ON 13+)x A9ovE sHcxr!ER- BOoslts - r• � _. � r .„,. .., L,...., 101 I 1 I �� ._.. I- �F S _ x M In „1 � � � GVtU UNIT'S TO r,PF.RATE INDEPENDENT Or a/tHAI)sT rAAs DURING 7 • r 1�G r RE1 ,411- Iu, I' " -I" 1 Iu M%w I- T 3 I Iox1�1 ! -I f , I� Gam. =�• ��dl (X� ' ( 'L[� hy.� ) r �- _ UNOL�('UP_EU F'Fk10D5 f'OF. 4IGFrI [OM LIMST PURPOSES. y f KJ�V / 1 J�t wA ...../f '_T_-�'a•-AL..'- ��. •, ]i_ ^+-- --,..i-.,,. -t+_,..i.....a I I�...,.... i ._. __,._ r. _ - - - - j 1 Nrr� EXHAUST FANS r� Q' "� EI-1 TFOtI EF-3 TY", BE IHTERL(xKED WITH MAV-1 7+021' MAV-3 [A7FUIIh, •_. M OCCUPIED PERIODS. 11 r " z +�• _ . ... __._. It .. ..-- ZP M 1 - / zM _ ' CG11 EF-4 THRU EF-7 TO BE ISTERIOCKLT WITH FU.li . 3•'Rt: MAW-7 INJRIN.., ui Z�0 / 'T .. �M r 4,!5 1 i ` i IZ� / , I b 1 I p 1 / OCCUPIED UPIED PERIODS. L1 .�."� I _. P I' II I.. v (�'r1 EF-9 T%RL' EF-1. CONTROL WITH LIGHT SMITCFi q cd it I T f� TZ QIJ Gn UNIT HEAT}:R r 1 n I NTREGAI. WITH 1:,AU I F MEN7' V I f: A � 1 -.. OU►` '©�i `� �.__.._./ ZZ Off'Q' ENTRY EMPLOYEE c� I0F us, aAr t�'I�T r, i Imm i �g . i-,.. - �. ,��m A jd3 IZ ib A 11b awns G1_S !CT's ti �2o I4� :, — JC«/kP ;c° . r ' MEN NOR'.TI-I @'$ 0315A q ,. � 1 ,,•,�f ! RNEF:T NrrTE_S -__._.._.__-.-- CEILING PLAN I 11d ,WATT-0 GIN LEADING EDC, OF { J EXHAUST FANS EF-1 T?UIU EF-'P ;� r_ W H RISER t E EQUIRRID �,s 'qs 'ssedt 7 ELtdCfRICIAN TO PTI0VII3E OCCUPANCY 5Qt90R AND R � TO BNEROIZE MAU AND S%HAUS? FANS DURING OCCUPIED Paumv'r r DURING UNOCCUPIYD PERIODS POWIM To BE MAINTAINED AT IM6, t;NVM FOR NIGHT LOM LIMIT PURPOSES. r '. •a�r',LRICM NE AT1NG,INC � f i` 1, t C.'�r-�a.w.. +or�ro OUP 94.0241. 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