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10900 SW PACIFIC HIGHWAY ( • !� fff � A O N D I T ri L-1 Jr-4 1 T G I-+ G D �1 <_ E :"•�' � +� ' R[rwcE -„J,••L� Frll -- .,rr�,....�c,,, NEP-( nJ N14i -I Gw.I•W1 A N' 0a V t Wcrl faMa• +.Pkf La-al , , ^N+KvLE tYPe evf. ,.J RE•f>uiL A 6 5 �r FIL TERN we .111 MANUFa URER i EMArZwF� cr`esJ f �1�', I�.ar I 1 :-rM ke ,�,I. nIZIVE Kr'.N v •1 MIN. T.^TAL %v•"'I-IIJLt _.AeAu'(Y TTS IJPJt OJTfUT iLA IJD. SIZE. � ) AIJJ MODEL NpJ�., , I / V. fLA MOH AiH 1YtlIC Q C` vA6N69N1/vet ..� Iz -G 1,roe GIA4 10LT0 UZ .AC Pl ealc• 1,lNM Lot g ':OP '6 14.L K,OOIv OT04 ARI .orI01TIo,J4 PIAT. 1� ^� Y5.2 2a v?O* 1 LtNrJOR PROv,pE• LOuI AMP,,aN'r LO the esyvfllri,l. - 1 - III fn.fL. @ 9 ' C,As 550 .,..Ha• vkls RJV .! 1P rAa. �' = _ '� KOO ri yA; :a YcO r LENPInr r �tV'Oi- OALS-IS. Al y.A INTAJ(! Alwd• s,�q�.VaorPhj I `C`I �. ' La.RE _ ! `I.x KOOK •102 - t­ll ..t�. `�� 5 .1 O' 0L L' ®M e0fj _ :?b v 4?.d I'LO,� OTJH ARI L0:IGI TIONti `1 r' 4r„7 L Il.v ZOvL 2no0 cgJr u. 2v>EAGE r+fiAT 41L TN I/ R� `I_ 1,4 II�•\ _ _ p4i,[fr 1 N 1 9bC 4L2.'J y;;�3. 1756 -S'S'., ' W+` on I - - ((\\ FACP MJ•j Q<.b :SEL- 1575 5/4 .1d 17gcac' ItE4 ZOR - ri ;+ ILq .}a� BTUH@Awl siOrlO,fIOtU7 ±111- 170 112.5 51.5 Ilie20al L75 � ,p 1du• 15ovKJOM LOOLINL -' ' 15.1,, 141 OCb BTIJH 0- PRI (iOPlV 1,01-6 -_ __. r27.1 IUs 25a �q^ L X e�1 AMp1u�T LONr f P0.1014/ > [T 1 r1E0. O . di•' P1[ Ald ahwl. Q tom'A^Jb •table pN AL+• A./c UNlli NIC! FL _ 4uPPL�' iArl roP (AJTI)JUDL✓-� PPE[ATIA+. 6 -1 Mid Eq•Wfl•KM vU u �� q 07 4Ig . Q/MLAP bf,xAEu. LgJ•It. ' (�. ,yc�(bf ar134R•) l � I COCOS - GREASE EtN2UST HOOD MDTES 1 � N SG �+ � vJ � G rr^^'11 r y L , . MecAanlul contractor MUST p:`oride detail- N'.EG1-lA1Nl1C:AL � rC- '--•i l^N✓ APP12a,.. ad shop drawings of all ducts, plenums and I b{E MWxa r'tJ.4b - FWZ� '--ATI OF ht RV IDE TTft GfM ^.F RPM OR IN,e Hl' V �1' MLN11F [k M.L'6_L RE.M.ARvI.i equipment connecting to 9reasa II •cYMb Os. A66F4 VU•Tlwl CC4:RIr7 ,ON f Q I t{,Te ►[o eT rLWJN WEJT Final acceptance -till be 1I on approval - 7J� <,�. end compliance with shop drawings. 9 A 0 Ov%P'T A,A :IJsf I K11G WErl U71L1TY •. NLr+ YORK gMJN IROVIc�Ifgw I p/('(IM Pfllu D i __ ftJur etyj► Io lZ� 6ELT 3 Zed 3 'loo f[R►,f,µpalPk4WN, Aufn4aera �+cv�� Rai RtJa0A, 1 Hu00 hET PLR • OCO 2. Exhaust plenum shv11 be 220*. 10" 14 go. ® r y OUc s.. weldee gaiv. sheet metal . plenum .hall es- uOT_Lj� CEI L1nr, tRAC!WING tend through roof with above dimensions. KM. 107 110 .2s Ld70 OI REGT IW I � PfZLV 1-E- N/rm* .Alex+ OW15ii EAU tnWAOJ I' AIR CV,JT I. WNTILATFI7 DINA.tJST _I.1A.FT ;.INt,9 WITH FJ(P'OJJDFl� MtTAL_ .A11.1 VL AIGILK OfL 1)LAYtRK OFI MIG Arv16 V T -talo Once above root flasntnq spare to Dl arum tn- ® c q1 „ - td two (2) 11031,x Ig" Flenumv end taper at /TWW .,ANTS OL (1) IAYTdi Om sit; MIX VAA,r Tlyr_ �tPE' 9' LW M WMJ- W nr 11[AOLW,n:O 450 an Ern! piv M'� Y1 /Trip -171NFa. 1ci X1.10) ITO .25 (,90 OI RFLI r;,0 I tail Sem Detail O { Eon Sheet M-1 J9A OLrf41Jt AIR - AMPy VQ 1'- .gyp and Detail gen Sheet N-2. Top of plicae t. 1gWAULT CTJL.T vANALl 66 A MIN. d IL GA W/vd°1DEv OG 6fiM.dJ7 DIY.T JD14TS d Se►MS ON `F TIEAGtw Ir•1p shall be removable for clean out. 0I. , 43i_& 1(,1 GotlNtr:tlor-1 T IE FJiTEQK2 11I12OW-IL GI-I LI NCI RM. lif 90 .'f5 I1� v1 BELT Mtn 12O I VQT• �O •� - wJ. 4xWAtAST -, 'r'r•1A �s+SLL 0•. 'SI J!J3p ioR A, MIN. AJ V. VFyQGITY d I�fXJ FPM. i. Exhaust st duels goner than plenums shall b• / Pq NT Of Gollrl Ee.110rJ 4. li Pl_tNJr� eoN STK Je11aN HeoO >.��tl"IbLY `b P_,?L I6E SEE- WrXIL t• ®v s 16 to. welded al,. sheet metal with mint- ALL Wt'-C11d " TO 6L 00I EY ^'16tH . ,ON TK. , f GEILIIJG KM. IIS 1-10 .25 �o p,REL I' pap 1 1R40EW INo mum velocity 0 1500 T►M. Clean out door: Iy H AAVb V T• ,00 shall be provided where indicated and as -p'T- 2 cZ POoa _OJvtR w GSHvu L'TIL IfY specified. RroP 10.' .i 12q B ESELT I/4 1� I 150 rl[J YOMtc atgJlrc b ;^ . L MArJJ6L VOLUMt GAM?!R i VAIA 3 NOOu a>ar PR��vIJE-wielrt�v �Le.v- '�- --. GI?FASE �XHP.US` - vuc- Ize a. swpply plenpm shail b. ?s+Se'A loti" la qa. _ 17�Tt>1L , I-P wow 'for -n-149a v. sheet metal . Plenum shall extend m ArV fJhlOLE LINK GI4E, C3AMPlR ¢a.F ¢M.II% 1440 j* &do I fixITAIR4 f¢OVID!- W/GIRD • :1 . through roof with above dlmenslons. Once �=' ---"- - -- - T cuKE rif 8'E�T /b 12G I 125g .- s 5-1555 above roof flealinq separate plenum Into two (2) 112S,,u` x OY plenums and taper at -. TRArJ-j Ft0. 41¢ILLt 1� 450 angle similar to exhaust plenum. Son .1 Detail • on Sheet 14-1 , Detail D on Sheet M-3 and Detail E on Sh•et M-1 is similar. r S. Mechanical contractor sell provide eenwel _p „ONDEN7A'fe Cb.^II•J IO OA. 4TOISM Lq,{ Xs /, . volume dampers In supply duct to hoed where indicated. pp -'1 6. Sp Detail D -on Sheet M-1 for oleo flesh- -- �- RR RETJvlN RC41s'l!2 _. T_ JULY ing ®4- ER O.vHAJbT AtF14Ta2 �a A'.AI:l.. L4c,v11pN 9ECvK.G "Tr+L' -=M rti �. R'M "Jf- NP �. NEo.TI Nom, LJ,J '. � AG1090,9. /IlgN�=PLiJIZF.R •: O GG:..I I.�, 0IIP`rL560L. �#' „F„ ,wA KLA1AvRR�j �-,L_ DANT STtIP fTPE RIeE GLA WEk:rlli AN^ Mum'_ �c- 1 1NG:J UIJOGRLJT M ROC/ ITcW pAcK" -7L�S .S - 8C'(J 1-1-1 00 1 - __ - _ -_ I,000 Eh 31GK-W I100010�iY0 A7 f c:FM GUDIG itET PF.It MIriUTE MA K. HOot7 q1Y Cb rUTtaNdvu►Tldt K1<P- ,.�Yc.,[,rl rk 5, " rlc0 ,7 "Q C[LT -,n.-. r,:. 1-,, . '71C ESSICK - ION 1 1 6"4=Nmr,m GFy _ CJs51G PELT f15R HoJrK I ,_ _ EYIOT H fLNL LtTGNewAN Me-not wHrvL levw•A, -_ _ -. � i -2. Wtt16 af:rJ AL- NGTE� , l I. MtGr1A.4IArL LgJT12ALTLR 91tai.4 INFLY.NtcLcRG,1ATt. �,a 1NJ•.p.Al- __.__.-_. .__ _. .-._-._. w LE ! iWIJTAALfcet Aw w5iZE4 1 Of CgJIWAt,4T IS•sh he ofE ArLr . S TOt2M C0LLAKe l7s 2. ALL OW.TWORM 7r1Aw DE PtRioWWYD Irl AccORosrkE WIN ew1a"Fr �_ Lq'1evf0.UvtiaJ 1`1204 LPh. Miuf cONf'It. lbHALL WORK 004, NIaY-,LY _ I.Gm¢D,rJoTE- "/OTupK. ffLL:'r.'S 10 Avaio INTtRf6PCeuGtbTo - I I I / Ntdt fltnTl.G1 (i..QA AL.iY1.a1 TIMI. � iD1ALhT rLirlJli.-. o U 1, L S. n(�N. ml•IrAL �JwLL rrsPa+- 10 ARtGN,rE:GTulz..t. wrLaGraG nArY•-JP Alf _ :iIL11JG R.AN A02 OJSP.LT LdGATl01.' rJP Li:' JW4 GICpu09Rh -_ f1L•nIJ?'1. OJct 91ZL � MAT!LI f"AGTJRERaVU l-L44 I RMG14TtR4. ,LONTINUOu'S wavy _ iWtK LOCATION hERV k:E r''1°T G F M u=.Vv V . •" ' RC.MAK KS a lwCi k.L. T-4T►T Fi'-OII AlmsOI IAL.aotz /-,i^r ' IG GA. GALV. ROJN 4 W. H ANO rv'100EL �L �. / ' VEJ•IT LOL:-AR.. 4. IN6TALL MWUAJ. 4tlLUME 17CAAPE•J25 A6 SHo.'vN ON ONGs, M ELN. No RIZ . 1°70 4 PROM DIS- H99 .I TN LRM077AT 7E.1 i ROOK G. RM J"IT Hilt- A7 1.0. 4 47586 MOLkJTINr, bRAGKET 1� " L I/?'II�OSH -i1y Y[2iGN R N-L OUT51vfi MK INTAICit Ifi -- 1 iRF(I14AvLI",+T FAN.. li%GtPT .F'I ,' ru+v TuwN�t1� 31 A,.� P1FJltrlaara r�or ra[Twisr, rma �. W(F yyG OruFltwlbt su+ariu "� 11 • PISHWbSHr%r4 3 K,TLHBW NOOV6 tiI PjG s;(:reRl4q 6`f i" _ - N:j `y�lAED KITCHEN EGUIP'MGTrT �(.1foP'LI6i1. COr7rINI MU IAS hlur., AT N•. _ 7 In CORONA St v,., kab l.U2111 1 , 111 wPt AF,G Hwo E*L VLVT. rl, (I ' - M \ V-Ltmal[a. (i1L.�►yia5 oPDENw►u. AM sr",L- 5 MILD �. uAL11Hrc. 12'AMx. W&Y. 4 WI&V._S# 120V.-I:y gObV.•6 10ev_10 IZOV -1 12OV- 10 , DUCT FLASHI1n16 rGTl WL - ,TOT Ai11Y TIP Ptr1Lt1LGf. NA•t Wl tI4 f1/-7. 1.101-,G NTE.[VLK .V INTEL '•K W I E err Aymcuirp (� 0 \i �I [aLar3 nA•t y %GA5M6151UiGIf rh- 0Jt- ',r.n.iY. -m.. •t . YP1UvL� .K.EX• (i, 'iN'1'E � NrM p1.6M m UNE VOLTAGE WIRING La JriEl C To ?-^ rJ a ,J.iD Ynl I Tyr R► s. 1 af-7 .:a/,iR 6Y EI.EL.Tr1IC AL. Lm'TCA a ro 12 .•-�5wP[. Fw dIREJRf(.1�.T r' fc) pim-.G. bW. J RTt Irt(•.I LQ'.K i. _ _-_- Y ' U aUN I T(TYP!4k. wwAA 6TAT ll __ uW W7LTA.(!E WIItMILi 61" •• ^YldAYO ,�.•r0.(Nirl.-JlofE+l Wl I AL4 Ta rA I)A �Trra�vcRTa E . cowl-EALTOR e.g0 - -� I-ST►Gt loOL M 5v LM 11 � ti r N?o }WI¢ES l MA' I E 11-alai FusLNIbHaw 114srs"w %'(apo •! I LUW! aJr fAY.- �.� , ou•oPvaw. M n wrn.(ntMcq f'TL(,! HfJJnT �\ 7 - OIOc. !d Dllw. . SN. by eLiL. caN-T-2. �q„r hR /m' 0 ) - J E _ K AA _ __ ' �• VTAN. toaL. /rw'. i ' �. O 04rr \ � ' A 1.1r,1T I ♦ "-]-T _ ___ A.MRO6 �J IN'sRLaCrc Ef-I IAV [!•a �I ft$M PUr2Nr7NOW + IN'ST/vLLW ^rr c. au.. .,.eE0Al, but.c1 2,s•[J WJw � --.r s. RP- - CY M&C.H, I.ONT'Q. ` ,.1_ O W A t tr-vT Mw.l T11W A.M. * ITXM LOLA'!v 3 CONTI=OL M 1 y4TAAE NiA.T LOrITKJfb IN Ef•I 1 �41J 7lMV I� co •.MT SEE («r +K AxAGT Q(M I •S E 2Q71- TTICNIJ J ar av • -ON-17FR 1RN. W/ L_ f4v. M[iNG}ww 40WT�TO R [Y NA G&T SPT a� s 1 fl►NEL I ruc Ts Nwv 1 -JPM[ ,`i.id.b"". c s a t'YP.I 1"G.EaF- f-- car IAS.- ..-: /.6"J6TRyrr'EI>In A Ne H UNI , syv M' h[[ rlege HArkw[v ,. OI MIWC MANrl6t. AG- UNIT MAKE -car A,12 UNIT KI1GHEtJ I/E/V WIT EUHAusT F-'ANS 0.��` ,c� w , 6UPPis CY EXHAUST F/�N`_> i o axAcri. t em ww.[M RNH Y (nr n•Nrlw �" ' o� ( 5 •, .� $^, C©r 1TtZOL CSI_ , ILIM ug`°`c A SECTION _ 1: x716 POp lq !Aum j.4 A5.001- - RESTAURANT FOR FAR WEST SERVICES INC. > .w� ..p - Ao N FRO=" r- {,`1�ll WYE il•.ls / •mm�luae• wino mm�m U- l /"J1 , w .� /� --�=-1 G o G C "/ - -- L� Fel ✓ , / .mom�..-•..w. , r .w fm . •ev, 1(w Me a 111 1111 111 III 111 111 I I IIh111 111 I 1111 111 111 III 111 III 111 1 I III 111 111 I I III III III I , II III III I I I III 111 111� 111 11J I 1111 111 111 I I III 111 I'1 I I _�.���` x Is t[al .I MIS wl<Ara GEAR TnlhlNAN pompN) NIS mtN. IT Is 1111[ M Tri wulrr or TI[ onlcixu � RQU11, t [ t t l• Dt dl II L1 II 9l a[ 1 l II I • / L • f ♦ E uu uulml uuhm uullm IluViidl�uluu mduu mdml uu6lu mdlm IIIIhm 1IIIuII III11�lu„ ,,,1u uuluu m1 call mdI1NwIJ1111 Imluu lllllull mduli IuIVll1 mlhul uuluu auluu uulull uululi mi uu m:1u11 mdu11 mfimIS MAY 23 " , 1990 __ 1 v � Qv C � O CO Ub q� I �K C-00.G. A L r E.L.. , A46)k, lt III _T —U,!`I'1�IG M9GrlAr,1 I' L GL�`1=�L*O/� 4r+A,-L 1(�.. w(, .+;14'♦ rr:` j Lo��p,N♦1!. SPk,IrG, •CF AAIB \V►tir11�..''aµ (/r: I.:A►i I II^I ) X01414 1114 at✓laAI cap" GTofA �-� '1 v rf90 +KAD rJM"t D0cTwIP9rc -"/ W+*1,1aimWfs+ T AG(�'�"! ►IA�'ir (4, to L r2 ..OGAT1441t, I I 1 r,1/ 19 •,i LA.I. II .444+ IL► ♦p L -7 1 I a- + at r r _ I I • 1 I i ' \ f FGA ✓ 'IK� 1 r lei-50CY i I *A/ O a 6 AA CJ I K�x b-5.A c ;J•• ?I�K.I �•' '14x12RK 112 Jill, !�R� so $44r,• Tr✓ Ac I. ..a 14ew r�i 1621Z K1Ao { I+,• r ssr¢..rr) -or 9-ft, I 20x'1Cr r4s&I too �—' ro *a f) , tP) J r t t Iw 0 C � 1 a ,� � 451 1 --� I 90410 ''M{/•.. 7F>4 fywf 4,vj- ,•r.4t I,r .2 PJM14,i^ IW2 I 1 Io„•Q I - r` U17 tGGP� .JOOL7-IOGvl( (ir ,MI - '• `�• I�I 14•G'J i 1 ' �� G 1 t 12.:.i.. •/!��4■v .4. �.� �• ' f '� r{/IO.IU4 A 17 � •..mss .,• `— t�r6'•►�.1�.c .i'ov s.b r � I p TIdPAJ 0400 j I i Ax 12 Lip _ � D .1 r � 10..4 it AD J� 9'1aR11 f:CYC►P T.. I 'GJ K►J Irl 4 TrF� filler 4 - i I //. rr A�PRl��orROd9•P µwA I � 1-�. I I [-"-�. ' I � "� *Aft/ SI•G1+. 7AGK - -_ _j � vo IJO T USE. � b'"O G Irl • 174, 1.•+ �r[i sAD or IG w IL Gp I If�,Lib VZ. W%14.14 a.L �.A.�: J� ,.. r04-j 11 1 &O UF' rHIZU I 1:o'll'dx Id �x�+.t IJAI. I�ac,. 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C,Allfl>FIIAIA wW _ / SAUM 1 .CAU W Q� v / /� �• ,I�I�w, !.w•..t . .�...r. /� +.`afar' QAR / ` I /-+� `,A _- 1 V / fr✓ . •��w1��N �I�ww�• _L_'=� �� V �,.� - I m "OW 04I NMw. / f»�M�MN� *Do" rrr+ _ � Gaya s -__ ___ -- ---- -�_--_____ _ _ j_� �� ��� �_� •.�� �� �� � Z �.c ___�.rnt. u nr .,,, • 1Ir0 - — ' Ilf III 111 111 III 111 111 I I III ill III I I Ill III III III 111 III III I I ill Ill Ill I I Illllll III � I III 111 ill I I I I I I I�I I�jI I)I III Il' I I III III'IIII111 111 ill 11111 I ". " . NOTE: IF THIS MICROFILMED 4 IS LESS CLEAR THAN l .— OF 111111111110% DRAMING �__ _ _ _ �_ _ _ __ __ _ ✓✓1_____- _ _1___ ____� . THIS NOTICE, IT IS DUE TO T'i*E QUALITY OF THE ORICINAI rg Z Z LZ Z f11Z L L Z iZ L 8i i Ll l i T Eli' i II i 8 9 L 9 9 ► B L l„ ,. DRAW ING. Il�ll uillliii jllllljl� lllllllll ljlllj���IljTljj�j jllllll��►llijljlllllllll�l lllllllj�jlllll►llllllll ,!lll lllllllll�IlIIIIIII lllllllt�ul►II����I���III►�lll�llllll►l►�illl�lllllllll 1►llll►ll �Illl►l►�II►�IIII► lll,!IIIIIIUII���I �Il►I�I�►�llllllu lllll►Il► ll►►r� 30 - MAY 23 J990 ; .i.arr.. .,.vc„nr,.+.r -,,...,.y'NSE ,aYC�..;✓.:.r„a,.nlc rr._ .M,M.i!„iY.x�:. .. . „wrlwfl�. ... ..A.,Irrrl �M,�w+..r_�..�e...�.+..�r.._..rs...n.wrr..w._. _. .w,y-. i--. J� -,..... .. - ._.. ._.. --_ �- _ _.. _. _,__..-.--.. �-.r - 'As.11��6tl'1r-. Wn4M4�.-?+.. ,.r.4.„r T_ ., u+�. s.-<-.�ars._ ..-,.....w. `MW.owrw��Y.�ww...--+.+•�-..•.... ' J i i I V0 11) 1H IF JkA ! I "k MGT Wp Amb room IV 1 Ile Tit 7, , fvKGoMb. AA 140'--a ^vJu,j Ntla6+f Atv. I tr Itlla�-lacx-alu IS r��lc►* / ROOP A4 FLWJIR•& 4;TOR IMai HIP&H. I VtNTI: �►T�Ic /rs!+�c f�.ht�Nd t�J01w !,4zk., tTET�J 1. !7 � ' I ��T� I � 4'Or-�•P hoc G►�Fb I b '.ShD POJ KIR. wf T'h P row 'rJ !�K It R•�.O 04 f7/Op- IIIMY yl'Ar rMNI. 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Fid1J � � 1 _-� � 4,e�.,m�.� Nw.►,� � 004+092 :.4�•b IMPIAUTR caWYr'1,1rn+ur�I plMs"31..baID �- -� i r� ur+1T - �AEA J IM�. COWTDt . \ N � �I 7 MJ1M N�lraiU ' �YYM' }n�i) �---��-� OW M.1. 641044C2 owfp AJa F%A"UM\ I' '` !'L+IV • " T►+du ■11101 _ Lt7VMNlii6 MR'Wt9 f'Lkll M �t I++�rr�u.rv. _ �+arx�a«+ A,rot.. I !o.a n9� 'foac�M •! i `\ 11p<yH 'A D I I Ib•Zrj Web~ APWN "7 M liftm ►P-fl� wx" \ IWTto r1�A_ l � '�.IV�►p ihJ r!! ulhAT. ---- _ ---- Ilnl Cj1f'�Rb NJTl� - __ - l �1� �Qar 1 ItiM& ,?A (p" ~44. IrC — {D+I'Z - %&-,s z 4.►.v Goth.) 7 TO L>t1.I I T 4 (G r 14 TAI.14 _ , T` 11[iO1J Af�T T1/11 �� 1 �. I I �03D � �IAi�'1tu1` 1►f MSH.�nl'T'L' ���-., IGr.I T'i 4 r IP OPP Mx7t}1,�p�7 M6 r4iNt�M r--- rte*-..*�.--►------ -� I \ !OK 4►I►v t71J r f1►p � �. 1% T+ i!b.lo Iv. w N _ _; •� 1 Mao � � *wt actio F � prl p i 1 4A�1`f•11T yIr�9I t7M:1arv114ri[+ bt�GR�>l 1�r�1ll►1'1ON I I � I , LIL— HOOP I I 1 I ! l l + _ 1tdNM I HOW I. vu� �1► Limbo *1 1, ?q5L21*L4d4 wwlwd. 1 WP t• .9xH• +bur.IT 1► M►-i t�T.) t913L.T 'Ur 0 00ww- 00 NOT I ' N 61,Ift L"11144. �. alw PLNM�11�4 17�aJK I►.Lfaf ?i'AL ��t'�►/•MY.'''! bl?aJt�. j �RED .4 s �,Tvw�at K ..w W,��M � Fart 1"1 P461 it.L � wr-I, I � WILLIAM E f l►fXx K 4: �-J^ • I.W. C�UIP: ;z-t_ f ,7r.J 4rLl R.ICW/G7Op' /1t.ts�l��rR�. 40tT '!.1 MM6�IG I I NA 1?+3 I � CORONA LR fGAIIfPRNIa ,;_� OF Q?S !� 10 4 "12 ".AIC+FIGCcf'ICr !9F ;�7F.A -�fGi/[� G•►��A+L eAUM and /►SSOCIAI►�$ -- WI�II�fl1 bIYPOOk t► e/'r111N'� RESTAURANT FOR FAR WEST SERVICESINCE - p •rchlt�o6• planners M � WtT[ V•- // I /�/1 t --_ 7 C /• /] 2300 newport lxxdwver i 714 87.9-OMM �I ' n e w P o r t beach. ae +Iorn+• 92660 CSI►L. � J.. 4»p�L I`o" ll�Tt a 111}91111111'11 1111111 11111 11111111 Ilil!ii Ililll! 1111111 11!1111 11111 11111111 V III I IIIIIII VIII 11111111 lull I VIII 111111 11111111 111I�1� �Illlllllllllll 11111111111 I I MOTE: if THIS CLEAR THAN DRAMING IS LESS CLEAR THAN — THIS NOTICE, IT IS DILE TO _ _ THE QUALITY Of THE ORIGINAL � �� QL Z �b Tr.,TlgOT L I Lt 4�i Tt t 1<t 1 t tDRAMING. _- 1111111111►11 lulhllit,.,„,lu 11111111 Ililllll�lllii�lllli►lulllli�rn�fIII IIIIIIIII III►11111►11111111 lllllilu 1111111u 111111111111111111111►1111111111111►�111h11111111ii� ll►IC�II MAY 23 , 1990 -- .. _ u Bei+. -t'-. r . .. ✓. _. .1Y.. 'BYO T4�ya,..a.;w'. .•N..v'��" ... ' _fir . . .. •, , c RE TAURA NT 1 • FGR .I F wT S S R V 1C E S 1 N C . 'MOVED FOR CONSTRUCTION , i CITY OF TIGARD SITE ADDRESS rt w r I P RM tfia'C11111WAS PR• B ALL SPAC7!z " T, ISS1T�.tED PRIOR TO 'G PERMIT IPLMTNG Dr' 1 PUBLIC WC, j. 1 —Dat C. R BUILDING D D to R O TUALAT71T p, ; 'LDat FIRE DLit... • a''RUCTION WilhWAY MAX.GRADE 1421 -ti __t;ARD ADDRES�m0 S i - - �9pc CXA BY� u�'_TITLE • U17'?/n4 ;3 DATE—2_:/ 7� :, _2_/ N : GENERAL CONTRACTORS & SUB-CONTRACa Building must 60 Completed QRS MUST HAVE CITY BUSINESS LICENSE • according to city coc'es and Air ALL NECESSARY CITY PERMITS PRIOR final inspection made before occupancy. TL PERFORMING SERVICES. CITY OF TIGARD o. - T_ IN DE X ARCHIT' ECT' URAL ST RUlCTURAL MECHANICAL 1 ELECTRICAL I ��1' PLAN 51TE D�TAIL� 5- I nPI GAL DETAILS 4 C�E�!' tZA� NOTE5 M - 1 I F_OW V EEti7 5C H EDULE5, DETAILS , DIA�G2AMS - i I �l-EG, 57r- PLAN, SINE DIACvj FIXT 56WED., 5`(MWLSUTII-ITY C A FLOOR PLAN 5 .2 FOUNDATION PLAN M-2 I MECuANiGAL FLOOE PLAN E-2 l L C44TINGf 1=L00Z PLAN, DIMMEQ 6INET,_ DM 5CNEDUL.E A-3 REFLECTED ML.ING PLAN : 5.3 ROOF FRAMING PL04 M-3 ME.CNA,NICAL QOOF PLAN , E-3 POWEV. PLAN * NOTE`S, GOMPEES51102 Q,, CK A-A ROOF PLAN - -_ _ - - - _ — ; 5.4 ; 5`GT I ONS DETAILS 1 I E-4 ELeC. 2OOF PLAN, PANEL 'a" '5CHE LLE A-5 ELEVATIONS - p - I LEGEND, 5C ' ; -DULES, GENEIZAL NOTES DETAllS E-5 �fo►NE� 5GNEDULES, M7AILS A -4 5ECTIONS } P-2 PLUME31NG FLO 01Z PLA A-7 IN""'M2 09 MLEVATIONS ; P- 3 PLUMBING ROOD PIAN A-8 SG�NEDIILES �ZAILS Ar 9 DETAILS i T=1Ts ! I -PARS M& re is ... r► 11T► ,r �... .,,•Rrwl•°�n.,i�7M�1R'�M-`-.....,;.. ..-w"tr�n«v...•v�.. r. III III iii iii iIi iii iIl I i IIS iii IIi i i iIi iIl III iI� IIi iii iii i i i�i� li iIi 1Ii iii i��;i�� i i 111 111 11� 111 I i �I1I111 1I� I�� 1�� i�I�i I iii iii ilili�i III III iI1IiL1 NOTE: IF THIS MICROFILMED I I I I I �I I I II I I 14 I I I DRAWING IS LESS CLEAR THAN - -I------- `------1 -------- - --- v�-._-_�L __- ✓-�- -- -- L�_� THIS NOTICE. IT IS DUE TOTHE 777--- IWALITY of THE ORIGINAL g L L LZ t 4L L L L iL L i I Lt I flt 9t t 6r, t I i� t 8 8 L 19 9 ► E �L ��,. �. I — �I�� I111111�I Ilillllll IIIIIi�II i��ll►��1►I►�I�II� ►1�iI�iI1 �1�►I1►I 1��111 ����I�T�11� ►uillill 11I►IIlll�r „�lI1II���►1►�� �Illlull►�I11►1�{uI►11:11 IM1111I111111uIIII �III1u ul111111 l IlII��III�11I►11II�III1�111lIIIIIIuiI►I►iliiii 11111u11►uIIIIIi II I��i�� MAY 2 #90 ""'T" J990 e _ app fL.r �a �.681ShL�I�IGnr3 .-'1�s.L C-b'r�: NO'itii�' �� I ._� /�.GFN.vING �a"K. oP.°•LL U-nLrn CS ..rAow.: Ali Ll� l_ /.P1� At1°1�'7diM/rrO.M1�GDNTli�t02:'� 2AG tLINA'1'll t•tG s."R IH OK4AVATP-i AHW -EPA iCMIHi CA"L IL �"'' LAr+PiCMNG TRIG ris FIM AVOID N qE LL>Xflfiw YwLi7�4fFIIP aldiflhli PIPIN6014 GxrLfTJITC.TFb 110Fr qqw, Ie -- �' TNK.40H6, q►v1NG A411ol ioT or i FWVQZIt Ri " fb'e CaA.T4'Te J._ `` aa- LAI LAW, r•1�rTinon+9E++WJC 'Ms lr..tsrna-1 ac uHolP trnv �-1 - - V%PAH*cN JON•rf CY.t� JGti•*r GR 1•tJf Orr r1+ QE KDTAIL✓•t2I4--4t7 /«D \` IN�ITAU-� OY ANY pTFl i� GDHTR3 ALL G'Ix' CICl.6Vl MID Fr1t fAL e5o"l� Ptvr(H,rI 'Ni 4*TKAOMAM *HALL Iwwiw� AT%&Lry t e go w`Po At�E j;-P4' HAST"Ar+D Gw'rfAls ra�A rtbr CI'�7T Ir+�t'Ir6) 1�nr -rl♦v ow-ow- s kmw-o -alar ksH'we .-UrM Ig7�r�ll.��' _ _ . 1 ... 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A otm.ter _ T P • ?q° CG RAVVv pBH'T -n W. • TOP CF WALA, S ECT I ON 6; �E'tNGE y L d, �I: t- (z-, ,GOAL y`d � E S?OP G f at s, a Q: •Fw I e►•.I r+ If.C. • +rwg�� Iia 7.7P JW W- _ +2'-LA"481 "LEAN IwJLE � • P - %t a" le .y - � - 2XG 044-51irINVa2t•KIJ ' -Ij,1iY $° PIPE SPacEe.3EnnA'_ Mli TO MATLI-1 WALL ----- - c- _ j" 1' WALL BEIJNO QfL4FlS�W1•'_ _ - ' i i _�{1f-__-: IIrI __ G4K. f IRU4 WME¢it OG�IIR'• 6cs'wlE 6,L4sTlJccI • '' �, Dx 411 �4512''OL Ac•v �d � 11j12 576.TUD1 AjG6Id i I+ u R (k 1tM,EWW6aD V4 I CONC MM 8' -PAINT '1 - 2 I. Rq� :. 4 SLOB 00 19 KLAT aLreek 19 LANCM4. a , tT•i I I I , i A F¢Ee sAwD1uG RMS ~, L ®15t _ m :9 A4 mpisew 'E I I 'y cN4v YAIGFE ND4Z _ur I ItA Q oOTTpM N _ T _ ! _l t _!._ 114 ,1 t � / oaFa. e1.sP C .,*W �! y F147VIOE AWVM4OM,�.L a J 1 s-f R.tADsTP p? �' II4 GAN• I OV� P LOrP GL+1V[LOC� 'LL Fe>nT NG L;l.Bo.VO 6,�a1R,rI6 'tIg4FS _ * - - TO WD --J BL6vAcT+o eLay TI IN 4-11 Ilu C ' , u' r -s' - � NI -J Ii 1 \ a 4'cor4c, i1I�11dJE- I I 49j i✓li��Nl{4.p�JAt�r 7- t (J' PV•ly �pl1[�T _. \ _ I 4iI, n A.0IGnG IOhU .�wP �FN�hI S//„G• • Tilt OI,:P�. � _� / L EWINE@ I•IG ' I I wrEN�iQ4ulr 4yf4+y _ „'y, INA" \ II 1 ' T----fir\-- K4J Ta.OLSI ar.'.uE. 11 TRP1�iFCRa FLD Y '�- - D�'E�II10 1 .•�rJ.B ypo 4, MAP ':r•- Ary1v M/✓ n�+LLiT i4t✓ � � \ \•'� �¢ `Y-', WNG (9� __-__ C4.- ... ca-b. cula� �Q�c ci'4sAl t la �• _.. J LI ''� I ` \ 1 I I `I --I —1 - 6�SIJ ___ _. - - r_ a LINE OFF'- O - - � ` 1 I, ' I -r' -_ - 101. HUrg; RODE OilERr4N JH LJL-ju CWP2<b , I/rya 6' Qr+ 4w. P11�_ mriG. GrrG.+ LEA5E LME._ 9 - J721 �SGQ, I G•w�PrEOcAF�.+aer*gam 1 -T •r 1 / L LWE Udev r-7 � �I..EtJ. 1R w Le �7 q I I I j o CON c, cuRe o ' Gor-Ic CATGN B �I>-I u. '•�, - I -- Vj� I I I TOP d WALL ELEV. -- GOP- Srrc n. N �� ��L.LAW PAlrtR717 �� � -� � � � l - I ♦ -Ri." IUJMP1iTONI G� Lr�'�.• (� r f - '. - ` • _ '- _ aw--- Q7ING. 14 e.y...J:. �� _ . • i __ _. ,R TQI2 fit -- ww1w r+a+.ac u Q -O. O. RA 4r,G. . OMT ANG I /A.GPAYiM�a / -� T. Sv,_ o Sw G9T AVE TV. I VLu , ilu`e _ L- j: L L _� at / Sc+at: %161,. 1oN LE�3AL DESG21PT10N ' OnHi WA• A trxt of land nitnaWd 1n the Nnr•theA9t qit ter of SR 3DWnehip riff 9nuth, 11 ne nnn- Wrat Of tM WillmMtte Itirltllan baro) I ���\� I row ParLldularly Odrerkad he Inlln l , IlY • .. ODg1�.ninq at the EDnt OIm.yDeL tar f%1 koermm-lios of raid Suctinn '36X Monte b:. 49-1* V Along the C;xt•Wmt rarltrrlihe of Dald 5eetirvr % e dial earn of '164.19 rMDty Tnm¢a N Ur IID' W a dletannb pf 2111.38 fnGti fie{va G LO?Al' W a dlatanee of 36:61 fent to tela trine point or orgtnvi FIC^•!��A��'F�T��s1 t OW�.IRYJf+ rv'F � �' p ThnitDa Continuing & 89"29' W n dletnnaa nr IIX1.00 foot{ IYP + 6 O } �AIM nreucq N qP40' W b dl ntanre o/ 120.(p teak{ TDwi N IH"l17' E a distaire of 1100.01) feet{ 1henee S OU"40' E a dlatonca er 1471.89 feet to : '- holnt nl' be:7lmioq. - PLi�N`E-¢ Corti 12,E1m1 Q', nu Not M/L. ' \ 7 k wllll•ml bluf'ook O eraer REVISIONS A ; OGO I'I:�Ti\URANT - FeAll WEST 3E1'Vit.I:S INS.. architects, °•rtners DATESITImm PLAN \• DRAWN Ne 2300 nawPo�-t neWeva,<L 714 673-0300 — ne•,Por't beach, cw.,-1 82660 t'♦•• Dam l0e NO. I-mi 1 AOTE: IF NIS MICmFIUMED 111111111 II VIII VIII II VIII 11111111 .It ,�IjI 1111111 II III II ggipllllll1l III II II 11111 III 111111 VIII 11111111 1I�I1 I VIII 1 II111 I IIIly1JII IJ11 It1WIg1I1p 1pI{q1 III IIII Ip11 Ite1 -_�.- _" _. - o lm IS LESS C,L AR MIN I �I 1 "I 1 4� 1 U�I "I I =4�1 I "a•1 '-1__!__RVI I 111 I •!.I , •, MIS NOTIM, It IS DUE re ME QUALITY ONE ORIGINAL � �Ra.IM' E IIII 111111111111111111111111111111111111 IIIIIIIII 111111111 IIIIIIIII 111111111 uIIIIu IIIIIIIII 111111CdIIIIlllll�,�'�!;I I iIIIIIII 111111111IIIIIIIIHIAI�IIII 1�111111111111111IIIIIIIII 11111111111111111111111I1�111111111111111111111111111111111111111111111IIIIIIIII III�III MAY 23 ' , 1990 r JYF y�c R= � rz�v►c= c ¢e �F-� n�-r TczCv-.�C�:T t� 3� ,� �.� J 8 v T N - 2p� P"t �.4 P_.c''�- m� .lz ���� - - T / -- - - --- _.. •-•--.._._.... ..._.._--___- ._ ._ .._ Ar o� �� _oaf � G• �-�- `2 2''~� t"J rz-L �� -fin !=> T•, _� _ A. 8 -G �' _ r: oma E r7 G R�.O + t ~" - r -�_•�" . ._ "QW-le "Q 'riE 44 M•u. 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DATE � ",;. r i•„•` P N OJ It C T C ALPHA KNIGINBEININO !NC --_ -..-- F DAW N ., •C A t l! ”- ,t_.r �- '' `~ R 1 7 60 f W. 1 K Y L,M 1 B LV 0. wl " ,�.. _. n� ► �, , I �'` �- yr CHECK OOOJf Ct N• 74 - ..,� ..r l /t!.'. l., ► ,,_ / __.r<... ... �, r.. h FOKTI AND, OOZOOM •f171 ^` f MA ( 503 1 292 - •f 11 Appeovir ORION cY• +M .«,H (afwllr c•w. « � t . r •••C,y ,ti k, N � p ,, �, 'r +.. �,"; ,iMr•_r; " r' dltY�R+� f sa: ',.!'' 1. :.5' '� r +' ♦ 'yr ' x ' .+•. 1 1 K '� � ` Y. 7 WNW 14 {�i1{� !li� ilil i� ililili�ili� l I � il{� �Ii� iIILI i�lll �lll�lll I�ili �ili � lli �lll � lll� lll� i� lli � � i � i �iI � Il � � ili� iliill� lll � �� l ��� � � � '�� � 'lUllllllllllllll IIIIIIIIIIIIL -...-"`____._ .. ...� NOTE: IF THIS MICROFILMED l5 1 _ z� 31____1 1 � DRAWING IS LESS CLEAR THAN -�-- __-_-_ THIS NOTICE, IT IS DUE TO ___ THE QUALITY OF THE ORIGINAL DRAWING. 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Ii r' , 1 z t n�' a ". ,ate' �Rr � w...®. • ,� tit '' ,r• R � � '� � ' � � •, 111 � �i ' „ ;. i'{�, S�Yry :t ' j,fy�y'y tf ,����• Y "a! ` �,�, i `f y, -M'1� 1 1 �iJl 1 l i S 'ul'. y �I�'r"• ;. i ' e ���1 •�ik •:4 � , - z{ ,1i• ,, �) }I � 1 •�� - ��v , r i'�Prwr;� t 'Y:S � "+ �� 4�'t'" �• 1+j'e9P k? , .� 4 •j' IAF " k� •� � i�r � yYYE ��•' I ,� ' � y q .J !n IMa II Jxi r '31 � t�,� - �•,:dt '! � . .1.1•� .h_ �E ,: � � / „� ' per, „ ,. "�.�. yr•yWrM+^' wRr ,M ' �•. to ,.. id"t .' r t•t .. f �'• ,� 1�� � 1 .�.Q1 �•�'!�BL'4 le � �V r '"/. N'7Y Y,4V 1!.! r :Yt;,'w , RV' '�'� 9 �y^F � i At �. Ihi.r'"+i►:'�w�P'1 !N ��+�i � •' .t.#O �:•. '+lvl �,� 1. '*ri. ��• � .i'.' e , �'r11't'i.r,i.rrp�asr. ,r . •117t. rw, r } e� ���✓�qi >h;�' �f; t nJ`C -. � . `` ' 'x� 1 �. r 0 { 7 , _ w R 1�1�••iiiiii ME-1W4 f, T 4`r !R"'J„j :{i r �'' 'y1I'n Gr•1.'..R' /n ( �' + 1 1 1 1 1 1. 1.4 FOR PIFES IN THIS -T� FTG. DWL5. SHALL MATCH 1.2.6 + D E=c T-4R, UGH AREA LOVI F7G. I l WALL REINF. IN 3 L UAL. n FTG• -GROUND LINE rCOTING SO THAT PIPES PASS z I I _G CEPRESSirJN TH TG. w L i SIZE AND NUMBER O --- -- -7 f ROUGH F A I I ��_ FIN �aFZ:ADE OR #¢ CONT ,it 17� 1 EACK FILL I I -!- 1 t A � I I FORM AS REq,D. REINF. SHALL MATCH D� - - � I RAVI NG - „ __ -. --- - SEE PLANS , T •SLAG ON ��OJ PER SPECS. E►1CH� I_�_ - - - -- - -� - - -_ - ) LONGITUDINAL 7"P _ � -"--E CAV. I T;->l \ I _ _ - -- __ FTG. BARS IN CJNT. KEY GRADE REINF G. MIN � � I 1 \ -� - - ^ SIZE AND NUMBER . ---- - I��OG _1� 01' ~ Z CONSTRUCTION JOI NT � bOTTOM OF Tf�EN `H i I - - - rt - -- x 12 ' CUT BACK Ex Q �7 N' EXCAVATION SMALL NOT � I I � ` SPALL I • I I -� yc JTOI�NTS TO DEPTHEoF '/4 AT EXTERIOR SLAtyS EXTEND 5ELOW 7H15 LINE ' ,� I ; NEAT CUT TRENCH - I GNIN-)' I 0 SLOPE -' JOINT MATERIAL- / yD''AT INTERIOR SLAW - CONT. CLEAN __ -- - --- ---� - '� t•I `-� O OUT. STAKESL k -, -- - t - �- COMPACTED FILL. 1• - � -� I � -�� -_L n 1. 3 CLR. _ t - I D OF FOOTING WIDTH „ NOT PERMITTED 31-0"MIN. I ��'`�- ' ` M I N. �o /° CENSITY - �0 „�-� � h �+ SLEEVE -_ �N r SHOWN ON DWGS t? t WITHIN FTG. + - - -- 2¢GA. GAL'J. STEEL KEYED FORM STRIP 5HALL C' _EVES LARGER In+ l'_ " AREA I N =�- SHOWN ON PLAN bE L.EFT IN PLACE. SET BELOW TOP OF TNAti +^.D C)F PIPES � � �TEN_�-, � INDICATES THIS POINT SLAB. STEEL FORM SHALL. NOT BE USED _000 : THE c ALL EXCAVATION sHA1-- u NOTE : FOOTINGS POURED AGAINST LAP OF THE STEPPED FTG. AS A SCREED. �UORDINATE ALL EXCAVATION OPERATIONS IV- 7E : Oft PIPES -O OK LESS 5ELOW EANTH AFiE SLIDJECT TO APPivJVAL OF CONTROL JOINT tNITH bU'LDING FOUNDATION REgUIKEMENTS. FTSS. p�;viDE SLEEVE AND C.ONCrF_7E AS STRUCTU"L ENGINEER S4OWN : MORE THAN 3'-O'' 'JSE STEPPED FTG. CWHERE CONTINUOUS POU\ 15 USECa) 5'-A�- NITwiN 3'-O'' LIMIT. EXCAVATIO�� PARALLEL . 'EXCA>>AT' ON �'` RF ENDiCULAR FOc��'INGS POURED JOINTS_ DEPRESSED SLA� TO 500TI NGS O TC 'FOO?"; N GS 2 GAI NST EARTH D STEPPED FOOTING \J - GRA c' ON GRADE � LA8 EDG E O A S P SLA� ON DE O S O r ��T 4 d or" 4.1.1 3.I.3 3.1.2 ,---�f LINTEL Ft E I N E s} MIN. �o (""-EN END MOCKS 1 11 MIN PL. SPLICE � � n ------ s -- - ►- ,� 1=J�e�r�nnENr 2• *BAT OFNG• LP-65 THAN 5-O BREAK SHELL.OF BLOCK FRAMING CLIP -�- bLKG. c 2- o W/ ,2- 16 d Y>- -- XT JOi NT. F I LL W 40 DIA 4o DIAMD w��-id a } �- i -1( 1 MGAT OPNG• 5'- O' TO -7'-0" AT INTERSECTING FACE - SIMPSON A34 N - EA. BL K. FROM EA.SIDE 70 p z MINIMUM POLYSULPH IDE SEALANT 1 �� TO ALLOW FOR FLOW - m 2- #7 AT OPNG. MORE THAN �-O �►- ------ - ----� EA 'M SIDE _ OF GROUT - _- - � LINTEL(SOLiD q0°HOOK _ 190° HOOK ' WHERE EXTENSION 15 D = 6d FOR +►3 To Mg <nf ARCH DOLT. > -�-- `�- - BUILT- UP OR ad FOR a9 TO K I I - - - -z �A• M) �I N6 ►MP0.95IbLE, EXTEND b/►RS - -- L_ AS FAR AS "SIDLE AND 2-►6d ! A5 PER PLAN D - IOd FOi, # I a M 18 -�- OK TY I L. y 4 -,�- - HO PCA , PRINCIPAL REINFORCING - -- .� N " -- rt 2 EKG.GHT _ - U - tt ° (A o �`.. OPEN END I- 11' 5 MIN• ON 18H0IMAX. I �- Irod@f2" -- ------ SOLI D - BUILT UP , ' N .^,CNC. � BLOCK - STAGG. o t,�I N. r� m 11A2 M FOR 4 3 NKSOfI RY - ---_:-- - 3�. I ,�►� _ oP E N E N D LINTEL SCHEDULE BLOCK Q i DBL 5T UD P R un G R 5S U E MIN. D s � �� �4 rs � � �QU� �� TRE.ATE .F. I WNEi�1 OPNG. SOLID BUILT- UP SPAN o MIN. p - 2%l" FOR11c t5 15ARS KEY KOLD -' o l7 PLAN � D D _-_ bOLTSIZE EMDEDMENT p / _ �. SILL. w 5/B"x 12" I EXCEEDS '-O" '2 x �k - -- r �- JOINT FULL = �w�N / 4 65 UP TO Co-O � /2 " - H'---IG HT' _ �t CORNER OA INTEF%15ECTiON O A.b.@ 4' o" I JACK STUD _ %�-__ __--_- - _-_- - -�_--- " 90°HOOK 1350 1 0100�. I [ -- STOP HORI Z. I �rg _-- - - b 2 x 8 s_ 6.o To 6.O �-�� - 9j4 G' _ REI Now AS SHOWN PLAN 1' P - '- -- -- W-x 10--- -�x Ips 8=O�To 1p- TIF_- OR STIRRUP MAX. OFFSET SND 7/b' -7" _ NOTES 2- ftE6ARS AT HEAD NOTES: -DOWELS TO MATO 4 SEE WALL EL.EV. IMF I ''17RYPACJC 5 MIN. W = �L� w i pTM N_JTE5. __ "_- _._._ 8" I. PF OVIDE JOINTS AT INTERVALS NOT EX'END JA'M6 BARS JAMB BARB, TYP. 1 I - #G FULL HIrIGHT AT 1rMAX• I. INSTALL I XO DIAGONAL L.ET- IN BRACE S 25�o" I, ALL DENPC SHALL t3E MADE COLD. TO EXCEED 30 FT. FULL HEIGHT OF WAD- WHEN WIDTH ENO OF WAL!S AND AT EA• END IN ALL WALTZ NOT PLYWOOD -- - - _ 2. HOK17. KEINK AT FLOOR LINTS SHALL FU OPENING 'S MORE THAN 4'-0". HEAD .JAMB, SILL *WHERE TROWELED SURF�CE IS SHEATHED• MAX. SLOPE OF DIAGONAL SHALL EE --- 5E CONrNUOUS THRU JOINT. ELEVATION OR EN WAl.at„ O LEVEL C V0 MAX. IN 4'-0"1 TWO VERTICAL TO ONE HORIZONTAL. DRYPAC IS NOT REgU If%ED. 8 E50LT EMP5EDMENT � CONCRETE $LOCK : 10 CONCRETE BLOCK : II 12 AR 6ENOS - O SCHEDULE O CONTROL JOINT O OPENINGS CORNERS AND INTERSECTIONS O STUD WALL FRAMING Q 5.1.10 6.1. II S.I.IS Z 1 5.?.?. '2 x 3 BRIDGING SHEATHING - JOISTS I?x SOLID bLKG. 5 , 'SHEATI�iNG 2 - fad EA. END S - DOUKE JOIST OR• RAFTER ----�I-) EDGE NAILc OALLEDGES OF � � �T� � SHEATHED WALL SCHEDULE --�- "-' ALL PLYWOOD SHEETS � AT SU p�T 12x5 HANGERS I �_il __ ALL JOISTS - raI 6d J015/ I /!I I II I - I'- II Ut�I STUD MARK THICKNESS ECCE NAIL SILL BOLTS - __ _ II 11 li it �) FIELDNARIL9 SUPPO�NSE -CL.G. JOISTS 2 / T r. l II �I I II ( x rJ� " O 1211 {D� @4'I of/4xl' �"�'2��� - ' 2 STuosIra `t JL_JL__� JL SIZE AS E:taE NAiLS. I xCo STKONGDACK I T�� --1 -lI 1 " I I I 112 I I I 2 I� �}"" „ � � x II II �� L ONCy DIM. OF PLY. S+•IALL RUN dj PAFTER SOLID 13LKG. WNeRE I A @ r.,-o w/ II I� 1 11I 1�,- �1 i I}� I DICY�'AcK -- - I; II ` �AcR095 JOISTS OR RAFTERS. �} PIPING OCcU1C'3 _ 1�__ll_ 2- ad�6Rca I I `moi /C' I I II II� FIN. FLOOR r _JL _JL_JL: " _ J ( I ¢ 348 MIN. EDGE DISTANCE FOR WOOD !I i t/- � I I I I I ` '�' O JOiST HANGER OPENING`• tyo� --��- - NAILS. I 2>{ 4 CLC. JOIST - - �= L- -. J `� HOLD DOWN ANCHOR \ U II I I II I I 5 N,' '. " SHTG '2 HALF LENGTH 8d EA END 'l r 3 HANGERS -4 0 -- --�L� Ido" w/ ? Iwd� ra" ` -��": - - WHERE OGCUIIIs - - \� a II II I, II ( �.-o X4.O MIN. SIZE OF - - - -- ---- ,STAGGER AS SHOWN HANGEN. AT SPLICS 51L.L DOLTS • SEE SCf1E0 SEE PLAN 4/OR PLYWOOD SHEET. N �t__�l___�L_JL HANGER PLAN SECTION �A usE 2 X I'-4-a,' LONG SILL PL. 12 WALL ELEVATIONS (" (�1f- r (�o� 1�1AIL5 SHALL NOT EE OVER- CAD W/2- IG el c:ON r- x w EP EN EDGE NAILI I (E.N.) AT ALL ECIEES OF ALL PLYWOOD __ ; i; �I 41 DRIVEN THRU PLl'WOJD. 1Co :,A. RUST RESIST��+NT C'RICGING W� 'Z' Irc�/STUP 5 "A.E �4'-p"-- % SHEETS - SEE SCHEDULE . 0711 - �11 �. SEE PLAN FOR PLYWOOD v �\ THICKNESS It EDGE NAiLS. 'v 1-L C.J. - 2x bLKC3. C.J. FIELD NAILING @ 12' NAILS SAME BILE AS E0.GE NAILS. L�OU�LE J019T OR RAFTER F� AFTERS METAL - OPTIONAL AT ROOF_ - r_ OK JOISTS ` � 2"souDl3LocKINcS MAY BE '`- / SU55TITUTED FOR X-BFCIDGINCB. 5►MPSON .43d.N � • / �� MIN. EDGE DISTANCE FOR NAILS SHALL PSE �8" MAXIMUM SPACING OF 1bRIDGING FOR •r ANCHOR _� 3x4 FLAT bE SPECIFIED. P,' L J0I573 INURE THAN b IN DEPTH CONN. AT CONN. AT WSONRV \ ) FACE GRAIN MAY t HORIZONTAL OR VERTICAL. FLOc.; JOISTS 8'- O" O.C. 105 WHERE SPECIFIED. ROOF Jb1:TS - IO'- O" a c• STUD WALL1 OR CONE. WALL CJ �5 SEE PLAN FOR LOCATION OF PLYWOOD SHEATHING WOOD FRAMING : 13 I,¢ �I� OPENING IN HORIZONTAL I� 17 ' R RI I O WOOD HANGERS FORSUSPENDED CEILING O Y SHEATHING - WALLS Q W D F R 1 N O OSS DG NG PL , WOOD Hl NG OO FRAMING PLYWOOD Q ��, AHORI Z P Y D -r- GENERAL NOTES 5TRUCTUR >L STEEL WOOD 1 . FRAMING LUMBER SHALL BE DOUGLAS FIR NO. 1 GRADE, UNLESS OTHER- FOUNDATION WiSE NOTED. STUDS SHALL RE DOUGLAS FiR STUDS GRADE FOR 2 X 4, 1 . THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. 1 . STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED AND NO. 2 GRADE FOR LARGER PIECES, UNLESS OTHERWISE NOTED. 1.. FOUNDATION DESIGN BASED ON SOIL REPORT BY THE FOLLOWING COMPANY: 2. THE DETAILS ON THIS SHEET SHALL BE USED WHEREJER APPLICABLE, UNLESS IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, 2. ALL PLYWOOD SHALL BE GD EXT• GLUL CONFORMING TU PRODUCT Nn�-THwm-It TESTIt-4c LAS �fvs. GR;E , OTHERWISE INDICATED ON THE DRAWINGS. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS STANDARD PS 1-74•. USE PLYWOOD NAILS SAME GA OR LA'<b'"R AS 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE (LATEST EDITION AND SUPPLEMENTS). COMMON WIRE NAILS, WITH LENGTHS AT LEAST EQUAL TO 1/2 LENGTH 4115 N, M,�;,1�,:.1W1 AvE ;'o2ZI_A�dv C5�3) 288-ZC��n UNIFORM BUILDING CODE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASFM DESIGNATION OF COMMON NAIL REQUIRED PLUS PLYWOOD THICKNESS. Q?2�` 4, ALL A.S.T.M. DESIGNATIONS SHALL 9E AMENDED TO DATE UNLESS OTHERWISE A-36 UNLESS OTHERWISF i-4UTED. 3. BOLT HOLES SHALL BE 1/16 iN. LARGER THAN THE BOLT :SIZE. 2. SOiL BEARiNGV A%LU _C���JAG-TFjJ F=IC.-L. NOTED. 3. PIPE LOLUMNS SHALL ;,ONFORM TO AN21TM DESIGNATION A-53, GRADE RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. I 4. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS ' 5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING B ALL STEEL TU.,ES SMALL CONFO►:M TO ASTM A-36 OR A-501 . 31�CDPSF - ►�' BELOW GRADE MINIMUM. DRAWINGS AND/OR THE SPECIFICATIONS SHALL BE BROUGHT TO ,.1E ATTENTION 4. ALL BOLTS SHALL CONFORM TO ASTM A-307, GRADE 'A' EXCEPT AS AGAINST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS FOR OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE ?ROCEEDING WITH ANY NOTED. _ ALL BOLTS DESIGNED TO ACT IN TENSION. SEE DRAWINGS FOR LOCA- 3. CONTRACTOR TO PROVIDE FOR DE-WATERiNG OF EXCAVATIONS FROM EITHER WORK 50 INVOLVED. 5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TiON. SURFACE WATER, GROJND WATER OR SEEPAGE. OF ALL STEEL FOR ARCHITECTS REVIEW BEFORE FABRICATION. HEt.VY PLATE WASHER SIZES SHALL BE AS FOLLOWS,: CONCRETE 6. BOLT HALES IN STEL-L Si.'ALL BE 1/16 IN. LARGER DIAMETER' THAN 5/8 IN. BOLT . . . . . . . . . . . . . 2-1/2 X 2-1/2 X 1j4 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL NOMINAL SIZE OF BOLT USED. 3/4 iN. BOLT . . . . . . . . . . . . . 3 X 3 X I'4 CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE 1 . THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (FIC) OF CONCRETE AT 28 DAYS 7 . ALL STRUCTURAL STEE- SURFACES THAT ARF ENCASED IN CONCRETE 7/8 IN. BOLT . . . . . . . . . . . . . 3-1/2 X 3-1/2 X 5/111 EARTH BANKS. SHALL BE 2000 PSI . OR MASONRY OR ARE t'NCASEU BY BUILDING FINISH, SHALL BE LEFT 1 IN. BOLT . . . . . . . . . . . 4 X 4 X 3/8 2. ALL CEMENT USED SHALL BE TESTED AND SHALL CONFORM TO A.S.T.M. C-150. UNPAINTED. 5. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE 5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE FOUNDATION 3 . FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C••33. MAXIMUM 8. ALL WELDS SI-ALL BE IN COIIFORMITY WiTH THE CODE FOR WELDING PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 9 IN. ENGINEER PRiOR TO PLACING THE CONCRETE AND REINFORCING. CON- AGGREGATE SIZE : 1-1/2" UNLESS OTHERWISE NOTED. IN BUILDING CONSTRvCilON 'AWS D1 .0-69) OF THE AMERICAN WELD- FROM THE END OF A PLATE, OR FROM A NOTCH GREATER THAN 1/2 THE TRACTOR TO NOTIFY FOUNDATION ENGINEER WHEN INSPECTION OF 4. CONCRETE MIX: SEE SPECIFICATIONS. ING SOCIETY. WiDTH OF A PLATE, AND SPACED AT INTERVALS NOTED. EXCAVA, iON i5 READY. FOUNDATION ENGINEER TO SUBMIT LETTER OF 5. LOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE APP:G'v'FD BY THE 6. DO NOT NOTCH JOISTS RAFTERS OR BEAMS. OBTAIN ENGINEERS' � CUMPLIAN(:F TO THE OWNER. STRUCTURAL ENGINEER. CONCRETE BLOCK MA5%INRY APPROVAL FOR ANY HOLES OR NOTCF,ES NOT DETAILED. HOLES THROUGH 6. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, 8L SHALL NOT SILLS, PLA•.TES, STUDS AND DOUBLE PLATES IN INTERIOR, BEARING 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BE EMBEDDED THEREIN. 1 . CONCRETE BLOCK SHALL CONFORM TO A.S.T,M. C-90, GRADE A UNIT.. (SEE AND SHEAR WALLS SHALL NOT EXCEED 1/3 TIE PLATE WiDTH. USE BORED BACKFIL.L BEHIND RETAINING WALLS BEFORE WALL HAS ATTAINED FULL 7 . REFER TO ARCHITECTURAL DRAWINGS FOR MOULDS, GROOVES, ORNAMENTS, SLIPS ARCH. FOR TYPE, PATTERN AND JOINT DETAILS). HOLES LOCATED IN THE CENTER OF THE STU ) OR PLATE. DESIGN STRENGTH. CONTRACTOR SHALL BRACE Ok PROTECT ALL BUILDING OR GROUNDS REQUIRED TO BE CAST iN CONCRETE, AND FOR LOCATION OF FLOOR 1. PORTLAND CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 7. NAILED CONNECTIONS SHALL CONFORM TO THE. MINIMUM NAILING SCHE- AND PIT WALLS BELOW GRADE. CONTRACTOR SHALL PROVIDE FOR DESIGN, FINISHES AND SLAB DEPRESSIONS. 3. AGGREGATE SHALL CONFORM TO A.S.T.M. C-144 (MORTAR) AND A.S. T.M. DULE BELOW, EXCEPT AS OTHERWiSE NO 6D. ALL NAILS SHALL BE COMMON PERMITS AND INSTALLATION OF SUCH BRACING. If C-404 (GROUT). WiRE NAILS. WHERE DRIVING OF NAiLS CAUSE SPLITTING, HOLES FOR !1 REINFORCING STEEL (FOR CONCRETE AND MASONRY) 4. MORTAR SHALL BE 1800 PSI AT 78 DAYS: THE NAiLS SHALL BE SUB-DRILLED. 7. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN I PART PORTLAND CEMENT JOISTS OR RAFTERS TO SIDE OF Si'UDS: ON DRAWINGS. SHOULD SOiL ENCOUNTERED AT THESE DEPTHS NOT BE 1 . REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF r,. TM A-615 4 PARTS SAND 8 IN JOISTS OR LESS . . . . . , . . . . 3 - 16D NAILS Q APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS WiLL BE GRADE 40. 1/4 MIN. TO 1/2 MAX. PART HYDRATED LIME OR '.iME PUTTY. FOR EA.ADDiTIONAL 4 INCHES IN DEPTH OF JOIST 1 - 16D NAILS ALTERED BY CHANGE ORDER. 5. GROUT SHALL BE 2000 PSI AT 28 DAYS: JOISTS OR RAFTERS AT ALL BEARINGS, 2 . ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 1 PART PORTLAND CEMENT TOE NAILS, EACH SIDE . . . . . . . . . . . 2 -- IOD NAILS 8. FOOTING BACKFILL AND JTILITY TRENCH BACKFILL WITHIN BUILDING AREA 3 PARTS SAND STUDS TO BEARINGS -- TOE NAiLS, EACH SiDE 2 - IOD NAILS SHALL BE MECHANICALLY COMPACTED 1N LAfERS, TO THE APPR()V'-AL OF THE 3. -OWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME 2 PARTS PEA GRAVEL BLOCKING BETWEEN JOISTS OR RAFTERS FOUNDATION ENGINEER. FLOODING WiLL NOT BE PERMITTED. GRADE, SIZE AND SPACING. OR NUMBER AS THE VERTICAL REINFORCING, WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS. T1 JOIST OR RAFTERS, TOE NAiLS EACH SIDE, RESPECTIVELY. 6. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MiNiMUM UNOBSTRUCT- Eb,CH END . . . . . . . . . . . . . . . 2 - IOD IAA IL': ED CORE OF 3" X 3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH TO JOIST OR RAFTER BEARINGS, TOE NAILS, 4, ALL BARS SHALL BE MARKED SO THEiR IDENTIFICATION CAN BE MADE CORES CONTAINING REINFORCING. EACH SIDE . . . . . . . . . . . . 2 - IOD NAILS WHEN THE FINAL IN-PLACE INSPECTION iS MADE. 7 . ALL CELLS CONTAINING REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED CROSSBRIDGING BETWEEN JOISTS OR RAFTERS SOLID WITH GROUT. TOE NAILS, EACH END . . . . . . . . . . . . 2 - 8D NAILS 8. CONCRFTE SURFACES SHALL BE CLEANED UF ALL LAITANCF PRIOR TO SETTING HERRINGBONE BLOCKING . . . . . . 2 - IOD NAILS BLOCKS. RIBBONS TO STUDS - ONE INCH RIBBONS . , . . . 2 - 8D NAILS 9. SEE ARCH. DRAWINGS FOR TYPES OF UNITS, LAYING PATTERN AND JOiNT TWO INCH RiBBONS . . . . . 2 - 16D NAILS DETAILS. DOUBLE TOP PLATES (MIN. 4 FEET LAP) LOWER PLATE TO TOP OF STUDS . . . . . . . . 2 - 20D NAILS UPPER PLATE TO LOWER PLATE . . . . . . . . 16D AT 16 O.C . AT EA.- SIDE OF ,THE 4 FT.MiN. LAP 8 - 16D NAILS MULTIPLE STUDS, STAGGER FOR WIDTHS OF MORE. THAN 4 INCHES I 16D AT 18 0.C . LIQ/ �' ,c. KEST Ab RANT FOR F A fZ WEST S E R V I C E i tic-. 7 Y F iCAL DI-TAILS STRUCTURAL ENGINEERS * � MARTIN•TR.4kNB#\RGER ' uAm &-Z(o-�5 G lJ C.. to ' � T 1 � A � D O 9, E Ci O CiENERAL NOTES wr�r,ar .r•, a�n au ORAMrN *L.. J OF own im Awl r ' 111 III III III III III 111 I I III III 111 I I III III III 111 III III III � IIIII III IiI � � 111 III III I � III III III � � III I � III I I 1 1. 111 II111 I III III 1111111 III III 111 I I =•"'rr"-^."' --.. .._...,.. . Iii ii3 4if �b ilIil ��I - NOTE: IF THIS MLEERCROFTHANMED l 1 -- --- - I -L- -�- ` -- J DRAWING IS LESS CLEAR SHAH L--- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE DRi(,iNAI. L 1 TSL t T t j �l 111 �t I 8 �Q ]1. 9 Q i ► }.' `L �l H u DRAN,NG. IIII III(Ilfltll IIIIIIIII IIIIIIiII Illlllil �llllllllllllllllllllillllllllllllll IIIIIIIiI IIIIIIIIIIIIIIhIu� 1;llllllllllllu �Illlllli�lll�! I� I►III�IIII IIII!IIII�IIIIIIIIIIIIII ►1IIIIIIIIIIIIIIIItllllll �llllllll��lll III111IiiIII�{ Illllllr�llllilllilllllrlll . MAY 23 919901 .,uu-n,,;a.i ..rn+wmtY�u�'�M."'.^T6. - • 'u�i�.uu. '�1"'A:.:.wYe^.'. !i��. R aiy. ..y...r.yawr-..., ..... .Mi.Y.... ---. Jr - .:: _...., _ - � -__.......,. , .. ]F71."�m�!�pl�, k . ter. .. i1A", .•._.-. _ _.__ � �. 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PLAN2�- CJ 1 � A R E _5 T A U P, T aAL slim . . _N .._.. .__ F A W S T S f�. u I C✓ E S N C. willism blw'-eok a parthor-* SE-CTI `JNS DETAILS C 0 � o ..� s ! architects plannwrr`� �� T 16 A,2.,D 1 ©� . a O 1.4 c , PI-I G 111 12 I$ 93C'4 newpom boulavdrd 714 673-oam , n e woo r� b o"o h, /, o e I I f o r n I• 92660 OF swM r'. ry4:'. .. 1!• �. ail 1. til, ' F .I ��' S, (•�• 1 '+ 1f ••IN A who r .. ' IOQ ow, '. 'Rl!. _...,... _iA: _. .-•-- -- --- " _,r.. .....r !il i►.... .- Y,_r."'h.:..312Jfi�' - III Illi��l'ill SII III III � I III 111 III I , III IIi III III III III IIII 1111 III 111 I , III III 111 I I III III 111 I I I I I I III I I II I, 111 JI,I I , III III 111 III III III 1111, 1 NOTE: 1 � � ilii ilii i1 � 4 ilii ilii II �� i' Il � .�.� lb � f4b � 1 �1 1111 IF THIS MICR)♦TIMED -'- -� - -- . - ---- -1-- �_ L I --- -- ---L ----' pRAMIPG 1� l F�5 (!i AR THAN - - ♦1118 NGl 1( I 1 Is DUE FO M QUALITY OF THE ORIGINAL "9 -I­-RT7--1T1Z- L 4 Z Z ClZ Il T 1L 9 9Illlllll IIIIIII►1 IIIII1111 IIIIIIII►'llll ►III IIII IIII 111111111 IIII�IJI 1111111111;.'!,lIIIIIII'IjIIIIiIIIII1111111111H�IIIIIIIII��III����l�;r �Ijll Illllljll -11 11111 IIIII►111 II►II►►Ij IIIIIIIII Ilulllll IIIIIIIIIIIII►IIIIIIIII►IIIIII MAY 23 J990 - .r ��'r -'- - �=�-""""enae r..-_.___ 1•�- --- ,.._.. _ �fw1b<'S?r .a4 !k. .n9f,i,.. . ..,y..•:........ ..,�.......w. .._,....wr....... n _ f J s A I-`4 65' 4) C" ►k,N 51,nrrt Duc-T Nt I N I'/F�. TO FAN 6"w- -a A.1Z.rJ Haw 1 ► 4 a ` E�� ,r� T L I ' vvti4WT MAi-JUFAc.i�JK , 02 �� tar ',':Y � • ' ..' r _ •.� - .,, LJ�J i 1" n E-, 1'.�Krte-„ F J-C.tJ'T J ( r E,•T KF ►` a �. I ►J t'cl T o�1f'+J1 F (Lt's-'.) A' MOS- /•' H r' L r ' t ' N VJ 1 ✓D,f,s. I .1 "7 r r M b H M b H FLA N-' r:OO t-' G'TJ-I !.k I .. Jrl�1 110 c Ilb�' 1 c "j ► '��'` tai o2 �,E.. i,L^ �7 �O' la4 2'fyt' �7V _ �';. ,' I ;.%} .�-.• �' Tl1rl .aicl 7� �S.Z x a>�i0 1-!�''N JO'��c pfKO�yV�11G�'EI%'• GE A'G. 'a`G-MI'!5��jj �4..P gj/. �iVv''hr`ATKK�C II.M7Ir/.M�,iF,. �� ` 4 _w' f1 i ! ~ P �_-I 4 - <7 CKA1 GJ C�i r oh�:� 2 Y. -_ -._► _ . t_F , �r,. t r ►� c t �W rJ 3 A;"p�I c N T C�iNT R'O s . .•..., t^ O 11'7`ti." - -'-' r - --y--- F �� »OPM _ ` � I.j'1C� ?''w 10 �;. r•'E. v - _ � '1 4CCY> e,IL.1t1 ( 6 1 v��rJ0T• JL'), 1+ v 0,C> II; �; ? IJ I Ili1LIZOV, I G7�J L t rj x IF - hl ISN�E !?r�a %olGi 1 Y_;frn_ , LOA y I Ka rz �t zE or tx N sol lir „,�4 . tl-- c 1 ."p �•'> ' bYvN ARI liJt�V T.:^h1: ^ 1° - - -- ?'3. 1 Ivr2i I 31x AMr wI r :ON r ,e 10%436 fLb.NG1 � ►"l�lJW yss I o1� +':r.�Ac•� GNA`i •'1 cP I r2Glof r +r t raTE P :r'v G'E art► v4 '-:402V tior rl'�Cr • �- \ XP61D •V*K 0% 4A, A r, 6Jr+1116. W Ice G,tJFPI.Y` FAr� ��f= �I'11NIJG�.1 G'i•'Eehh?'k�t.. ' Alts TALC 3'N1J►.�- IZ"IWp►�. ON ALL I DE-� /�tTt•1 tEr) \M 1 OLJCTHAF-T 1,�A,LL_ COCOS GREASL EXHAUST HOOD NOTE`? 1L i C r GbIUK11Jh �'T G..-- ,.� �� � ._ �- 1 Mechanical contractor MUST provide detail - �-1 �1 � ...�� L U' l • � ��`'�O - _ ed she,,, drawings of all Curt % , plenums and aPt'K�` equlpwtnt connecting to grease hood( % ) . �YM� :7 Afk .,E ,'„►T nl Gh- Kr ,r­ 7 , r r I ' ^� ^' �r' f ' r i �la.�l,��_ �� tE-► E`F.ti1/'1'=►'.'';' Final a, eptance will be based on approval -� �I�L�IL. E. 1 T r.,�- .., = _ Lr� 1.i E' i i '�I. ,� 1 and coml, l ,ance with shop drawings. ® A .. CUrP1►T ,IK ;,�1�� C1= ►C'T�•NEaJ UrILI ' Y � •.ILS. `rGC'� eYLOr„d IKtj✓,L,�.:fA� �. pp"'pM l%L'L'S•A.t•..� t �•G 1�Q, 0**1 I,an. VV k,0a , AZL kS V NpM1 w 4CMV--_- , n KM,� �� EKhaust p , enum shall be 22C%�jx 10" 14 qa . ® K a V (,�T��►J > r. �IJ.•1 ,v s Q Dov . welded a v . sheet metal . Plenum shall ex- KA. L SIL. • , _ 4<; /:^ I:. TR,Ac Ew ; 1G I h : v .�.- N/KG�i �I►LiG 151nJ�` .?.E!`1J tend through roof with above dimensions. ; A L, e, �,J ;' D ►:, LsJ.-Y 1 x t ► I O-7 10 L I R fti 1 I AMJ- � 7 . 2G� Once above roof flashing Separate plenum in- I. VfrNTILb.TEtJ �iHAUST �•-+AFT ..INFO NITN �ll'"t►1•JpFL �'rp� .,p.TH � �Lds.•`1'Elt �. �2� U►YF� O� rL • �"i'1v' - _ to too 1 ) II ;`�,�,` A 10" plenums and taper at GYP my WA" wtrwev JctNTS 00- 0) 'J:ila OV 51!; =124& 4_•1'1nVL- WS' X L4'fV t7iL`( WA4L W/TW-V .p IMT- y 'ri,t•r, t. :C: 450 angle. See Detail B b E on Sheet M- I 70 lc ''`� ' OIRL;T I I and Detail 0 on Sheet M-2. Top of plenun - 2. emAUS- CuLr 6kk.A.. 66 A MIN. GP 14 4A WNW, 'L7 nrz 1512 VLY-T Jo11.1T'� � bJJ1S ON VO - xpL) shall be removable for clean out. I;i 6�L►• ;d:-� L'Ik=1 GorJrKIL�.TIOe� TME ��21 ���-t ,r r- 2C' •.Iv �.�.Ert �. �XH T "t.M SHAaLI.• -5L 51 zF.It� F IDIZ A M.I N. WIZ VF1�C.1 Td aC 11jrX� FIRM. _ r4 LI t r/� lis `-'� Z�� � � L)If�Ec Exhaust. ducts other than plenums shall be ��� �p� ►oL1;-4J1~ Ga!•I � Tr<J�" i✓N NOJO A.` ��E_I"IULY �;EQUENGE .-Er C)E"rA'` E O 1 ;�. r+, vaT - ,v � Po c: � IST JF L01���F�'flo�-1 g. ` 16 ga. welded gale . sheet metal with miri - A.L.L. � ' 'O P_-t GGNI=i uY `-1EG GH . OHTK . -1 M- L�i�L_C1rl.; 1 mum veloc i ty of 1500 FPM. Clean out doers r� t i.- I -�' I shall be provided where 'indicated )rd a- 1 TY I _ specified . .% 10 1110 ^;Fln , KP t.a_..4•E ' I ' ^/�151t2V =�C.1Z�fJJ �/{�L:J/V'�E ✓L►M�t� ���^ �X�I''��'.U` ��A.) �.• ��L�� I :-T /4 I 1 s';.►t �� f- v C . Supply plenum shall be, 224►% x 1OV' 14 ga. V_;7 ►J� ''7✓ `JET N/�lale. gals. sheet metal . Plenum shall extend AFU 1!.Jr_'I�+LE L,tr1r� r ��E- GC MF�L�. -•--•---._ _._..____. _-.. ._.. -- _ _ ---_-- ._ _ -.__ -- {� ZP0r- Tod �- I ExITA.iQE *'KU�"�'E .J e-1 f-_ �-r'�'� 1' Y% through roof with above dimension,- Once ¢.a,�" ¢til. I I Z 125 _ LL.ILG �..� �_Icf�a1 above roof fleshing separate plenum Into '1";;1 TMZor-1;, F�a- G IL.LE two (2) 1125L� x 10+," plenums and taper at '~ 450 angle similar to exhaust plenum. See 1 Detail B on Sheet M-1 . Detail D on Sheet Ox,,J 1 1 ►Jo• '( `.'i0T v4ri-9MC'!; vT M- 3 and Detail E on Sheet M-1 is similar. I 1 - I �JIJGT p "oNL-BN�ATE Got Ir{ ILoGA_ ST04'&A 60"AiL 5. Mechanical contractor shall provide manual volume dampers in supply duct to hood where indicated. 6. See Detail D on Sheet M-1 for plenum flash- ing, lash- @--}- FZHi 12�T�J,i►J 4tCtIGi11=►2- - r I i n g. ® 1 - E µ_ E�H�•J•��'• IC F.s=�1 ST4iZ \� �, HEATI N� L1rJ; r ffit,HJ, -TUIZF_R I /DAVN NT S7-m1P N,bJ�J I.OG %-r r1 ';" 1v _t f. , _ ►i� K,1E H� V. It Ml~ M6 �EMaKres .,....�.__- 1' UG I" lJG I It-JC:LJ t�FJL�GRLLJT t1PE R►oE ,r� o� FLA, wEIGf+IT AtJ0 AAC,COGL.- , NA * _ � ._ _. To Ot ,1gW A� P GFM GtJC�Ic� FWT et-A MIt.JIITe sL OO 1�4�M� GIS 5 BELT I �� I,JOO Eh:`+I G K G1► I I DSO 1 I R N u o D �P1L'T oo hk�.�� �.wo'W �,. 1�patH1 It cx7ENt,r C.IJeLG- FEf-T I`-tK He-do•�r1p(� ,C 1 ra { t AG r />(1 E 4 I 1ef -- �CTf l Z V "tI.-J HG-1 I 01 r�TV.P L PA-k E-L J- P I. iy1`k.►�A+J�►L .;rhJ T►:D.0 Tc�t !'�{0•i-t. ,r�Gc t�jL,..:+'�A rJPTt '"I.:�E►.>P-►'�►t•- __.,_�_ -. ._ .. �-i r C �.` Gr 11(aAGT:�It A;,�. �izE VCr�TIOi of �;L11Pme;< eA*., v(EN�rJK:*,. STD�2M GOIrL.�.►"c VGT/'`.`; ,.r. WOW P_ • ILL. L '1.ioKK �NAI,I. DE Pt.�Fc�wt,^1tp 111 o��:oRDAtk-E v�/114 GII�+zE►JT ✓C't 1�1112L1.'1'Ic�J �l►+G?-I j. �NE..N. �Ol+tf'K. 4►-1�LL w�K N�2M..�Ni LY ,.iCt:4217 r•IOTA- `"�p-f NG 12 'r"L�'� 'f0 4S, �I V I r J rC-R 1�E-fQ�rJ (`7 Tc l4LJ- �`N J H. ' M t�T FWr•7'CGT Go�M FLET'.^rJ •rI M G. _ MA�� G. 1 ` I �-- C 3. l.Fs'l. ►JG PI.Aty QLrJv t-a'-,AQs-�+ ��F-T�IL1►.:G C717� J4 jl rti J G1ZIl.LFsS t t''rvhl�T'f�. GONT1Al000'� Wl:L.!� 1 OLlC•T --:)119:. iNAr4LJJ'A„'TtJO�gk r r '_ , IG GA, GD.i v. P_OJN MARK Loc,,.TIorJ R� IGF '('-fly F,ti r 'v1 y, Kt-MAIZ f: 4, MoU�T A,,L . T :,Tb.T .� A OVE 1`1_04 iL - ,A/ 1 1 Ad tJ�: V10V 1-• 1 I/�•r 11/Z.•I/4 S'.-BELL VENT' �-OL'<<-.CZ . � M E�� . N o RI Z . INSTALL IYLt.j!U 1>'•L• VIOI.0 ME L''bJdV°EtZ`a b6 5E+47w N O N J W G�5. B,p� I �`3 R./K t1iJlT NtR• I�c20b I I�-L� "N•D'A AT tv• .I;%�56 MOtJrITIr�, t'�K :KT�j G. 1N.�T4Lj, 1/1MrdS�H C4A4_V- �,(2.FGN AA-. OUT51vCs ASI¢ INTA.K6s - e SXH b•Ur�1 FAN.+ Sx6 PT RF-I DUe T`*C LK 5i-IAI.J,, MNF TQJ *rL 7"2F ft7W"?-4 ttaOF llrm"144 JWL�x D-r"Eawlsr,I M J -- 4 •,� �h. ... a �MNVi11.SHE,►Z !� KITLHeN HC�O't76 �-ID►L1.. PSE 41.1'I�OrL.tEt� 6`( E /� � I _ _ `' KITGH�N 6QUIPN►C�-T' `�.IPF'LIbt2. � •tZlaOFiNlr , I ll_.M r � ;� v I al X141 a tti Gr�►NT 'S-1tJ rr, I i t^ CON .r ' DEl AtA4 :�uF:�lFNu p I. c.u¢s LA Gi2S OF t?fZ`(WA{,L - tJI'L SrA14P_- 3 MIN VM a U AL . 1 H tr,. 12" WAX. wbv.-'54� I WV.- 4 ".otb v• 5 ?ae v I♦ 12 o V. -' 120V- I _ t./u -T F l�ASE I til G t��Tp.l�. ScALE %7".'r Rfl{,K►`I' To 4'II:�CL,tz� 1 t4►•'�' eJ/ A t!r` ". I I I 'i fFALv`r_ W "� " -2' W.4 GONN TO pNLilJ I 41 - i_ _I j Kt Y __ M -1_-1 ` A H n eAo E I T brc>�AR:Eic- E. 1� I l � �Y�F'I C.:,L 1 1 J 14 11C��L W1E J.�'1'��5. � _. > MOVAbt.E lRl�'s M�larJ/rTIG - AJ >. W,}TAII^'� , L_INE'_ 'JfaLTAGE W;rZ1tJL. 10'(-TYr'� / OUT Tv eP (o 4 k•7 -mentor- � 6•r E L Et-r a 16 16L• ewwTw&diro rz �' bW. 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W/ - - 24�- McIJJG e0V4T¢oLLeR EL Mb��.� T(-+ A0 IV sr �` 1 Pb.►�El. 1W)TL1. L- SMUV I 4 low � I .. -,I r . 'A ! MIN ot•J AG- UNIT MAKE - Ur A,ICz UW1-7 KIT&HEW H00t�' UQ IT HEANTEIZ �.�!�'IA�s F'�15 �;� � III ALL S,qG CF• Hoop �UPhL�' �XHA.UST AWA s Gt?-tbe5� HOOo (6Y 4"}+GW� ,i N �ti r._ E C_�'T 10 t-� B/'jM and ASSOCIATES - FOR FAR WEST EAVi E IId °. � , .,.� �„'. . par""" ECJUIPMEE JT,.,,���,r,�r�eAurrl .nR,ne�rsA RESTAURANT ba REVISIONS •r•ehlseet• planners DATE s •7S II A �.•� ,..._ ,_ NOW nHu�r+�er.rw r"vL.�Qr'V�.�. f / - _-._�- - -- _.-_ _ _. T l �-'t l 1 r../ �• �� t �� I v newse.• �eee♦+. i eeufar";@ sseo /� }�•� --.�.._.....�,�... OF DRAWN TZ.I_• ✓ ._/ 1...• ,./ , �__._--------- - - � / � �� L f'`V��1 V) .,. 3 �►+Itlm YMK U.LLI•lulu l.rNvll� �A ♦7 rU/. . 5�0 1.17 Joe No. 1 bt ' III III III III III III iII I I III III III I�jI III III ill III III IIIIIII Illlll III III I I III IIIIIIIII I ill III III I I I I I I III I 111, 111 Illll I III 111 IIIIIII III III VIII 1 NOTE: IF THIS MICROFIL►NE I ( ' I I I 1 bI I I 11 I 1 1� DRAWING IS LESS CLEAR THAN -_ -__--_- -�_.-.__.___ 1. Y1_._ __ ►_ _- _1�. l _ _l_ _� THIS NOTICE, IT IS DUE TO t THE QUALITY OF 14 ORIGINAL £ L Z LZ T 4L L L L lL L i l Ll t i t , Flt I t l tt I T i8 f L ti ► E Z It„ „ URANIN( , �I1I IIIIIIIII 111111111 III11111131111 lllll1 111 Illllilll IIIIIIIII III111111 IIIII!II1 III111111 IIIIIIIII illlllill, .Alt. 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MOTOR IIJ9rAU.`0 2. r-jZr_ 70 MRcHA.QicA_ OCALJIW GA For 5-T^m TER: c6IJTCOI- VOL_7AGk-, eeF OFFWL® aeaJZeoL wlo ic, 6Y 6LGC7CKti- ceLF rx�eDR TYP fE01L4 5 ALL CIM. J17 DGU M,6G bH^" HAV£ P00Vr=o0W`S FDC LOCISIWGI " IN THE 'OFFL F05ITI00. 4. PROVIDE ENGIRAVED N4MEPLATM I'C•. 6ACH c1ecJIT maAo;CC d C OTA"k iI VICATIh.4 MECHANICAL- Gn�UIPMSW COI-11`44W,60. YLE�'7�IL:AL• �rx�F'�.AN I.K'Trj�g , ff. ARC I VEGi!Y CKA- N. LGCA7IOCr ALL MEk:HAWICAL EQUIFIH8Nr SVA 0/-) KC0r PLAN PKJOR• In IWVTAL.ATCIw OF cowDurr r '1 Ali EQUIF AtE -7 AWD AIIN00 OW ILOOP SHALL DB wEATHek- ' 3. AL.L VJI" ". PBOHAWICAL EQUIPMBW U4HT51 AWD CD IFOLO � I ;� Ow ROOF 'elHA.A- HAVE TYPE "THHWI :7�•C IOWLAT100. 4. A . . "14 WM)-.A '6@ sWcl-bq-4e-e. Fu--C LJrrH 'CUES FkETMWo F"Flb sma AS Ec.OI-T ISSWMM GY( K Fy.IJIJ F�°G TJ�JC. DK.C.SI.JI'X,Lj 15HALL E� TED IILJI Lacohl r � I-II!rTl" Coc Q c.LG•LNY_E PWh11Gp-¢Wills. PANEL IIE " SCHEDULE NCT, •ES E L E C T FZ I CAL go U F P LAN MARTIN t♦ AISOCIAT1f. 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Lc. ,•. � I .� -'"''"k/ 1 ,. �' ___�--�.r.__. .j J oco I � t-!�.e.TLra.. L� � �•,,T� A((o PL GA P-Irl. N.1. a L'S I P e.T U RC- r A(a5 1 r-I L r C_.Aldl.4LT LCO 2 PIGTvI�s, 7yTArp4 1 GHA,I F;_ L-1 I P1 CTUp-w I 12 x1 - '-� WOMEiN 101 A(oxi 1 l_) lti. 1 1 I CI'L - r r ve -- -- - A(Po ® "P1l-o-rake- D ti rJa c l"*I Rs (oL NCYT'S HoWN� \ L J �, ~ �• 1 �l A(07 1 eAZoS FiDAA=' 4SIF� N.I.G (War Slsowy.l I I =11T A46 SPAft-6 I WIN!!. =IbP1W44iifi C I � NtA•D AND CoMR7NE�MT All I R-E CI-I-I IJ RILR'wl�.l'! 70^. Al t I LoT Pi1�- R.Acm a I e-e ^pAtL& IQ I 1 C.C�IJNTU^ A1°,� I GI C��sIRI�'TTi tvi"HiNS N•I.G. /�, YC ---- I - -L— ---- -------� wo Won I — - l y �/l `�' UENERAL NC TES (C4QI I t . 1..� � I+.. ! ' A L- 1. REFLH TJ THI 101 CHITECTUHAL PLANS ANU rHE OWNkN FOR INFORMATION NOT Y_ a�rlbul a 101 , I � � I I __._.-_--..______�.. __.-_._._..___-________.. _. _ -. -__�,___,_-__-_._ PEHIAINING DIRECTLY TO THE EQUIPMENT TO BF 5OPhllEb BY RAYGAL DESIGN ASSOCIATES,INC -%t4lf- Ut•-11T WrN 0M-WL RACK-04D aMIiL� 2. THE GENERAL CONTRACTOR IS TO PROVIDE NON COMRIJSTISL�WALLS,CEILINGS a1A Q A-� AND FLOORS (STEEL STUDS, CONCRETE ALAS, ETC.1 BEHIND ABOVE AND BELOW ~d ALL EQUIPMENT f,00KING AND GREASE EXHAUST HOODS AND DUCTS 1'O COMPLY I� ___ �3 I DIt�,HWAft.HR F+�IGJ� W.TH LOCAL LODES UENEI G DI I P.l�{• I GtiZ"!�JE`�d I�L IPr'11Lwr K&rrA"O FIELD I I- CONTRACTOR SHOl1Lf THE if HAS(,P DESIGN ASSOCIATES,I Rf FOR -T- �• ,r'" FIELD INSPECTION JUST BEFORE THE ELAS IS POURED AND .(UST BE FC RE THE g� I CCW'##."A CAVI NT1360L WALLS ARE CLOSED f 4. GENERAL CONTRACTOR OR GENEF AL C'ONTRACTOR'S OR SUR CONTRACTORS ARE IN I E!>(27 I �� INruU1�►TRG� �G] N"r 1�'Pt�l l+{ CIL TO RECEIVE RAYGAL DESIGN ASSOCIATES, INC, EOOIPMENT IF RAYGAL DESIGN 7 I NSrA Lt.�►T-!oT.t 4� 'I d'' I'Tl�(�I ASSOCIATE,INC.CONTRACTORS ARE NOT AT THE JON SITE AT TIME OF UELIVERY /1 I 13 s PROVIDING THE BUILDING CAN BESECUAED. v �r� __ _ - - - - - 4 - ---- --- - - - 5. IF THE CONDENSING UNITS ARE LOCATED IN AN ENCLOSED ROLL(THE GENERAL j - V_�, CONTRACTOR SHALL. PRO\'IDE. COOL AND OR Wit-, AIR AT THC A:IT! OF 1200 A _ _-- - - -- -_- r'1 CFM'S PER HORSEPOWER ACROSS TME C.ONDENSEh... THE TFMPEP.TUBE OR THE , ROOM MUST NOT RE BELOW t�--F ON NO' OVER 1tI0� V IF THE CONDENSING UNITS ARE LOCATED OUTSIDE THE PL,ILpING OR ON THE /�/ ,�� r■ ROOF, THE GENERAL CQN?RACTOR SHELL PROVIDE. A PAD AND HOUSING WITH e•.. 1✓ SUFFICIENT AIR MOVEMENT ACROSS THI: CONDENSERS UNLESS OTHERWISE SPECT. 1 I FIFO ON RAY6A�OESIGN ASSOCIATES,INC PLANS. I` ti THE C,ENERAL CONTRACTOR IS TO PROVIDE PROTECTICN TO CO;;GcNSINQ UNIT J I I OPEN FANS OR MOVING PARTS AS MAY Bf REQUIRED RV LOCAL CODES 1 \ \ \ ( � �' ` — 7 IFSPRINKLERHEADS ARS REQUIRED INT WALK IN FREEZER, 10,F GENERAL J J J J \ -'- - --- - - ------- CL NTRAC.TOR SHALL AQEUUATEI Y PROTECT A(TAINST FREEZING LINE c I - �J''G �i01�h P. WHEN DINING AREAS ARE ADJACENT NOISY OR VIBRATING EQUIPMENT THE GEN- C'2_ I IC-MGc UP JD g �IIG� /Ntj�a, ERAL CONTRACTOR SHALL DOL.IBLE-STUD ANO SOUNDPROOF WALLS 'I. THE GENERAL CONHACTOR SHALL PROVIDE BROOM CLEAN AREAS WHERE EQUIP- �� MENS IS TO BE ESPO SIB A7 START UR TY OF_L A T PM THE GENERAL SITE. AC- 1 .� c4 I Qlul Gs CdL'ty TEN SHALL BE RESPONSIBLE FOR SECURITY 1 EQUIPMENT ON THE JOB SITE.THIS GENERAL CCMTRAL'TOR SHA(l OE RESPON51H1[ CI)H CLEAN UP AND DISPOSAL Of CAR1`.)NS.TRASH,CHAT FS,IIEPRIS r11 .FIt R THF INSTALLATION OF FIXTURES. .a 4 >* 5­0 c9 I i2ALvF�.AC- �1'ANL7 I,I eAI%W#=t--IWrNr PI_As t,4 C,I V 2 11S L A N ED @ r 1 G:G1E:1'RE 54_ P1-UM e:A P.)G PL- }4 G I I ( �l*0k%v 1 C 1L STA t^ 0 09��j �`T1- GT1�I GA L- P t..A-14 GI 2 _& M MNU N E'_� <44 S:l.�►gl's a•r+a t�'-�-A�M,I*!c& P L_Aad L G 15 1 I~LTA L4.&71 a N .01 - 'C--'' 1 T@w••'I S WL 05 11�'w c�I'.1�.A flees r� GSL M-I Q� R,AC.I'c. ply�•+ 1 x 1�`? c>L ALN v►,-i ->•r-I I_ d � Kia PIKTi Ft ML MIL7'N"is � J C1 I Za WOVILN `r4�O e5L1'•14S k>I }�IKTU�•.� 1>A!� ate L_A (� k• 13 PIGMY rix`R1R� nETa,�L� (f� C� � �� >=I I� �:7INhJ Cf ARRA cAa•P�-- — U�-��. �, C�► n to t Job Number K = 1 Shoot Number. 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RGMOK'S N T 11 aH - - -- I t R G/L� WYATGIK t/Fl 1 )�f'LIB6 t)Prlea 1)P+a9Z 2- NN611'IONb 5&E TE Ig 7 �trARGLLIj - , _ - --- --------- -- - _ 14 S ## ' -_._ _- 1111 __ - sfJIRC'� _._-_ - � GoR -_4'LEve_ H' -_ - --- _ ___ _-.------____-___ ___ _- . -_.______-_ F� 'j F I _ 11 _ 61,911M it x■ij} W ��` _Z •B GdNNI✓sLT '1'�i�►6 el 41 t8 I A&I WOO` N � y a-� •Ib�rJK,. - - - --- _"'•� ._._ ._.^. _- 1/`Z + I/ tj.) �ALI,;�6 PR4Y►I�r'P SINK UNIT Aeo ►4 I He WA 0 I/>'d ♦t0 (2) FAuc>r`f5 P1t0V1000 - G - -- --- (4�.I� I� _ - _ K 4 _ ___ ___ I >t r -' _ _ :�__ - 1 _ _ _. 15 ► HOT WATER 3/4_ +�- 140 I COMIC I�A'(YrR AZ/ ���;j�iZ�ss� � * Sc41 �I Ir�na9 �Rm n`if•�MI r-.a�� 17 1- a"_eTwAst`ae. Q! Ism -r- uNC� { 16 I NA11.&L 4A6 - -•10+ Z3 G,FN �IhHWAhwEI� TANK NEAT A22 {j 1 � lid! 19 FLOOR SINK 12 M SQ, FWF 600yT�K ►(tFAllrlf AZA -- IL 11 LAV. WITH HO69 [ ` -- - � G 1 H4=7 WhT�'R• �Z" •+ 1� a16NWASNIi� FILL I -- --- --- -- - -- ('j9 Alt __ t1Z■1PJti' #4 10 # i 001L c" W+► r .r + - � a �•IB Ao; TO, '_Q I 22 I t�1,414-TYAW a +2'7" 4xv= o�+N lk Weis- X1.1' #sTUC+ 'T1�CA•f� UN�RR.. S u t _ es.�ra_ f _ �'R. W�sT`t�. Tt7ta116., pis • --�-� c�w WA►'T1es� - w -+Iv"' \&A ' - r -`' -1�•`�r_'-r� f'�o►� plCl YY-- 25 1 FST' Imo. eT'R.. �11�►N 'I"17.�,1a. AZ! ,�" I I �.�._ coEJc_ r �-► V�t►'7�i► WA%TI!L SaNIT1 -_ A2 1 - " ' I BS O�=.Ir--, r•!p'T'•TI E �-�`- ZG bPAI�i►- _ �' '� 47 l_Oft TO FLOOR __ i. �.- �' 17 1 G;iLO WAT�•R 1/2" +,o" GAMd 4A-fdOf A 9 5;•JK-'JEE F/uc 4 -0 48. � g /4/,�,Q,Q��,� GN �- Of r PA N --, - 1 N (r 149 YIN G2 I bAJIO dA" --- N 3S I PIP,►�Gr �j/4 t t33 q � � 9�G♦I4M "K"� k4 �KOt Ltd' � _ y AI,7 _- - _. _ ____ - 51 1 Lel. (A�is - -' ,�L._ - _ Io' a'� ►t7 ¢M 1 NA1l�IGd1►. 4 - rt�l1 'dD,IdO 61` LNrr6h� M�L'fE� A40 OD _ - - . _ . ,l, -4 - - - _�_. 5Z �t +►ou 1 .0_,000 Stu a AoWb. I�lo ,el ' 11•� ; 1 SME A/1'_1 _--__-'- .r•---._ _.--- __---�-_ � , � �� ' 41 I DIr1E►J�Ion1 y, T,AKwJ Sit 1 id41/1� 811;K 12 FROM pR.Y'WiLI_ QR i SES r-JOTl . Eldlfr�1f t? G MI.E .1 EE pJo'Ti� 14 _ 2 �I I I 1 cc(kR-�rE L ock, IJrrr ( 3�) 1 3 H 34 i I �'k ►2��q'• PIN I. Y +�► G°°K S I�� F�S�IR y FQorM T-6 1NE'�E rvsLcy �- �.1 `_' -- SEE r►Id'fE 14 05 I FLDD� �,I►IIK 12 4+4. F W.I OE, KoT& # 14-, 01 44 56 0A leg "ot ),3� 57 I 1114 v W59 1/1, �i LA 'FILLER PROVJIDF-O (II.IISS illa.Ew � 1 _ O -" �`" >� 1 `LOOP �a14JiC It bA. �W.F, � - � �;�•- .--__-----_ LGL° F15tN _ � I Y ! �, • .. N 4i 144 a.rWF7 199t.60G -- t► f LA2W 6ilr K 12", St F W F OW4 Now,V p+ AA#q'AD (REF XI6. J o 4L1 FLDJ h11.lK IZI�^ W IP PAN I _ _ INhULA� LI!•1Pr i5 ICG 01N NOf6 (< d 43 I GOt.G ah4'f�if { i fu t3 FII_LF-RE, FVO\ lvMAO (2)4I-A46 FILI.6R5 4q ~w _ L1Nro ur -fN14u 6e.AhW 1�E <EA 06PU65ole AqP I - CB) _ _ _ 44 1 ,:aLV 'A/krglf If2'' t1oN DLLEi� PR0��1p�c> 4tA5�- - - - - -4 t ., 45 �- I 46 _ 4p !ta65 ICE MAGIWINE 131N A4 • - - I c�Nr.► Ic6 ►�Ai��luE �Ra�N� �(G i�.E gIN s71cA1N Gude AGE MAGNINE_______ A4 - - --- -- -�_�=-- ' - _:a __ ( +7 1 Gov VASIf 1/4" �At" �u1c� v►tiP1�NSE� A14 ,f 4.0--( GOt.p WATT '1/'2" +AZ" N4'f 0WAT6 r;lApEtIhG C A41 .4 I -49 2 Cd1 V .WAfr,r,? +411'`A _f2 Lorr" MAKES Alt ci0 1 FLDOK 6INK 12"GJF FWF. 49r. NA1Fi Irl WALK-IN �DOLE� 640WE>'� (DIV J2_ • I I? C- PLUMBING SYMBOLS 'G - L ICE B1N CII 0 Y .-►��41C.g1. FIS, f 6,1TFMI6AL- TAMK 1 . 1. v� A - rrr+Ks� _ ♦+ cola_wAT>rR ---- -._N C.1� ��� f. 0111 HOT wATSK I 1 M•f K LOAD a A.-L., •E'D AIjrK, IZO Ax"ro I 10 T F_::5 a. H 1!T wA T s E ( 1 f O f. ) - PLLFMBINO NOTES ¢ I 1 = K". LOAV 6A I;Z) VOLTS --'-�" '-- T, ALI PL(IMBINLi OIJT'1 CTS(RO41')HAN AND C(MNFCtIONSISHOWN ON tHIS►LAN AHE d I KsLESGTK'G/1L 60N NVI& -I TO INTl7ot--e l-INwT �. NATURAL OAS FOR EUUIPME•iT TO BE SIJ7•tIED FIY RAYGAL DESIGN ASS47CLATES INC. OR THP 10. A.S14UT IS TO L VIS AS THE IPIED y c { 1 Irl L1 _ _ _ GOMION�IYTh Ah INI71GI''-�17. •`}i� DRY GMI'iN11- A.9NUTOFF VAl VIS AS REQUIRED p�C(11)E W640-9WIT611 ANP WLFt•101D OWNER AS 31/OWN ON THE EQUIPMENT PLAN FROM AVAILABLE INFORMATION d47Nni CIAL- T/iNK. WCf N MI r!. S WAUf 6H0(I(iT4�P8 1NO WOOS OR ECIUAL)ON GLASS FILLERS 6, V_ Dj t!=C I' WAa I E FINAL OUTLETS ANO LOCATIONS ARf PENDING FINAL LAMS THE W E R AND C ALL FAUCETS FOR SINKS UN1 E59 OTNERW(SE NOTED ON -A V� K'Ei ✓O(�-1F.17 `NHEKIG tiNJWN .. .► AND ARFIANGE.M,••NTS REFER TO THE ARC HITfCTURAI PLANS THE OWNER AND O ALL VALVES TRIM PRESSURE REGULATORS, TEMPSRATURS AND RREBBURE VIGHT ON PLAN. B PLEIQIN 9IN1[ THE GENERAL Ci!Y:"IAALTOR FOR ADDITIONAL PLUMR!NG REOUTAEMENT5 AIL /,1 WUAK MUST C•OMPtY WITH Alf APPLICARIE CODES SAF TY RELEASE. VALVES, ETC. AS REQUIRED BV THE (hIINER,ARCHITECT ON 1 DE �--1Z0 ✓o�T (i0N?Ro1i ` t'�RI,MIH 6l.ITTON G.PLUMbItAO a:0^+TICh(,TOR TO IE`IhTALL •-C?(.-�►,1,71(J - ---- --- --- - - - ]. All. HORIZONTAL UIM(iNS1ONFi FOR ROUIiH IN$ ARF FROM FINISHED WAI L:, OR O 1 W1RA/i t ����LL O�WITGH -7 N �M LINr- IN/,pO✓JNG GIDIN�T. '1. r FLOOR 61111[ ( with halt eover ) SuRfAus OR rENTER LINE OF OUTLETS TO CENTER I NE OF OUTLETS UN(F-SS TI CONNI RSH AHPROVIDECHROMEILATEDPMESANF+FIHITE EFOPALlER►cr1E0 \ -� 3 T ® CONNECTING RUNS AS RlOUTAEO BY TFIS OWNEA',IR ARCHITECT \ I Y , -- OTHERWISE NOTEOUN THIS Pf AN UR RAYGAL DESIGN AS_SgCIATF4.INC Df?A1f5 CONDUIT "l�" t�I� �AYCJ L D�hl(a1T AhfiOGIIT�F�i N v hU�L� 7. ALL HE IGHI DIMFNS17N5 OF ROUGH IHS ION ROWiH IN DIMENSIONS INOICATho 17 WASTE A TRAP l)NESR 1�ME SLASA.SHERA AND POT WAF;HfAS I0 STUB WT OF FLOOR WITH THISF-ML-OWING: D. (� FLOOR SINK ( wltb full eower ) -� BY -) ARF. FROM THE FIN15HfDFLOOR(NOTTIOPOFCUFIS) T(OTHE TINTER IIMF _ 5 1 T I 1 OF THE OuTLE r t \ ' Y 1 OPI1l4 ONLY MIGKO hW1T(�M 11 WASTE LINES POR DISPOSERS TO RUN A! DIRECT AS►OBSIB►E WITH A MAXIMUM r t ALL PIPE OR I UBF TYPE ROU(i 11.INe TO S1UPS UU1 OF THE WA I S f-1 hORS ('ELL _ FALL ` _ L I /IIrcOTII;( R. Y I�EhIZT 9. FLOOR DRAIN �- I",TOP OF CURBETC 4INCHESOUT OF FINISHEDSURFACES f• \ ` T M GLAD'GM 0)0N.ONOID ^,\Ilf U PLUMhER TO CONNEI'l AND RUN Att.'JA IN f INES FROM REFRIGERATURS FROM V \ T _J rLJFl '•!LY • I)'+fN1!1)Iff ib.__ PIPING IN WALLA! ( lensb-In ) 5. REFER TO THE ARCHi7C(.TURAL PLANS AND THE (;ENERAL CON*RACIOR TO LO BLOWER COILS THROUGH THE SLEEVES (PROVIDFDI AND TO THE FLOOR SINKS. IM' a' [ATE WAII.S OR STA UCIURF5 NOT FRF!C'IED WHI(H LOCATE OUTI.FTS At SWIWN y ^ 1AY /)Et- _ squirgp f.,, per, YI,-_- ri rlPfa OUTBIDS Di< l3/ALLS ( f Inal eeaneetlon) B ALNLTFLOOR SINKS INDICATED HAL F IN AND HALF UU1 OF(:ORBS TO RE AT FINISH HIS Pt AN 15 PLUMBER NTO PRIOVI--?71R" NAR[COPPER TUSINCTDRA N EIDRAIN E ]A 1OCNES DOWN e Of"FT I w /YRT�I I� by <�1 NI/4L 15yVrLOV1 5U "j5# i19, [ISI VACUUM �R�Aj!<R EO FLOOR IENK ALL FLOF)R SINKS AND HALF SLIAROUNDCfI $r CURBINI RE FINISHED CEILING IAT SLOWER CF4oILS N WALK IN REFRIGERATORS AND FREEI \ L�� _ ___� _-._ -- AT TOP OF FINISHED CURB "T FI O(OR SINKS FLUSH WITH FINISHEO FLUOR 100 EAST CONNECT 10 FLOWER 11 COIL S RUN TO49'ELBOW AND RUN AT A MINIMUM FALL - �1 �f• �? EOL N VOID VA LV R ABOVE OR NFL"FLOOR IF REOUIPED BY THE LOCAI C'7051. OF 1 INCHES PIT(14 PER MNL INCHES RUN TO FI_U0R SINK INSTAL l DRAIN LINER BE r % -- FORE WALL!ARE INSULATED DRAIN RUNS IN FREFZER MUST of A MINIMUM RUN to ,•y y .` 14• CON NSCTION 7 PROVIDE FI()OR DRAINS AS RE(]VIRED. SET FLO(IR DRA(NA TO ALLOW FLOORS TO TO PREVENT FRFETING 1♦/r. S.Opt SET FLOOR DRAINS IN DE PTOES-SIOFIS TO SiOI`F IN AN t6 O z INCH OIAM(TEN / ��""•Oiv i ��- DISH AROUND THE FLOOR GRAIN ,R PLUMBER 15 TO RUN At L WASTE LINES FOR ICE SINS WITH Comm NO SMALLER \� 88• SHUT- OFF VALVg -� THAN THE CONNECTIUNSILF INBULATEOWITH AMINIMUMOF k,INCH INSULATION `� PLUMBER Iy 10 CONFIRM CLSANaUT LOCATIONS WITH RATGAL ')ESION ASSO TO PREVENT COfVOENRATT GRIP^1NG U 111. ROUGH" IIS NUMSSR CIAtfS INC FOR ACCESSIBILITY 1 PtompeI5 TO PROVIUE A r INCH INSUO LATFRECIRCULATING � HOT WATER SYS ,r y FRY [. I'QW 6U► _ _ __ p PLUMBER IS TO MAKE ALL CONNECTIONS TO EOUIFT(EENT MIO PROVIDE ALL(LATER CCM TO OE LIVER 1001 WATER AT 19 POUNDS FLC1W PAESSUR! AT THF RECXIIREO I•ItpM 1jj;LAI t7. TWT F. FLUSH WITH rINIAN!<D FLOOR CONNE,:tING PAAIS UNLESS SP`FCIFICALLY SPECIFIED ON THIS PLAN INTERCON f1PH TO THE DISHWASHER.AND(OAPOt.-'A%HE$1 DAF-f`K�-a-• ,.(7• •►C��_7R Ntl.'::NG PARTS RPc CI(�ED ON TH1S PLAN TO fE SUPPLIED B\'RAYGAL 01SION AS -- -- - - - --_ _-� SOCIATSt,15�1;.gNnl l BE INSTALLED W THE/WMSFR L 1B. THQ GENERAL- C.ONTR4CIT)R IS TU VERIF'. All OUTLET L(h;AT10N8 BEFORE THE y �. _ - �. lf. FIR, /QUART SLAB IS POURED AND BEFORE THIS WALLS ANQ4MILO"S AMP CLGBBIICOROtRM. �1. INO LOCATI(ONSCOOROINATINO ALL OTHER T'RAOE LOCATtnIVE ) w- P1 PI►1c} PWud&H-IHS IH WALL PRY CHvAi4 L g�'�1. ■�wfr II ( - LCYvf)Larr e) It GO+DUIT - r y N4 RevisIOU Dat:A f` l /" 1� - YY+cwTr CY "Al lBYJ1t�FBT VALYL` F P.r E p f RY BK _ zi'Ift6JLL 1iECfdR 4� 1 4J4 IV N&UIPY O1.1'f low E.11Y It , 's mum suaboor r 1 . / - •. r-r..-.�Lw-r,.i.r.■wa� '. 1■Y116JIWIN■��.iidl■W.I■IOt♦■a�I11�41... ... ..... III III III III KIK III III I I III III III ( I'III III III III III 1111111 I I III III IIIiI I KII III III I I III 111'111 I 1111 11411 ILK 1V1-1111111 I III III II,I I I III III 1111111IT I 1I � I41I , i � l � i � �bI � 11 � l� NOTE: 1 F THIS F!TCFlOf l I_MED DRAWING IS LESS CLEAR THAN - ---- '-- - --- THIS NOTICE, IT IS DUE. TO THE QUALITY OF THE ORIG.NAI ti L L L L Z Q Z L L L I L L 81 I L L i 1 i [ Ib�1 I I I 1 8 B L 9 , tT11111111IT1111111 l> I.DRAWING. _T II III �� � lllll illl�l!II IIII�IIII IIIIIIIILr �lllll I!II�IIII illllll►IIiIRI!►N IIIIIII!illllllllll I!II�IiII Illi�llll IIIIIIIII VIII IIIIIIIIIIIIIII II►illlll Illllllll I��III��I IIIIIIIII IIIIIIIII MAY 23 J990 Y • .' .. rWrrr•w...._rY w.-r•I■n......r-.wr. _.•...-,.._+s_+-... wr♦Nti �n °•inA� J.+MIl�'M/��,':�Y ... _ •._._r- r-. /M �, � ` a. Te• 1�1■I.■IA•%e0rt•I�• •..•r,.+_i i......___ _ _.,_rr..rr.ur,....,■1.,■■.�1.., n -._,,N•y�,- SLAB AND FkAMING SYMBOLS STUD WALL (SEE ARCHT'L PLANT x�E'§`�sg •a s _ -_. ] STEEL STUD WALL (SEE ARCHT'L PLAN)2. �yooc 3 MASONRY (SEE ARCHT'L PLAN) � - agy6E = g• r ---- AooRwAY I�oR c�.Iv�+Y PAINT IN r611. ilii ..`_ -><�a �gm i i \ or c:IJ1PNEr1T - ` PRO-FAB w4K-ItJ - ---_, s1_LL-€ E 1 : I c G N-r LZ AG T\ / �Y CaN f�aX�lh7 Fl agtt °¢ o�+° - ` r' J _ �, ------ -----_- - _-- --___ BACKING SEE NOTE S n I•--_u £ �° fi 4' CONCRETE CURB IN GENERAL CONTRACT '- s r A 1�t;DEPRESSION At CURB CURB NOTCHED AROUND FLOOR SINK _._ _. I /,/• FIN16t1[7 •I,gOR A1JD r 1 's ��'oSoE � -_ —SLAB AND FRAMING NOTES • GO'VGi� 6A8,FIN !#.I�ERAI. �E. "�o -_ I cLlrrrzc.c.T IW$Ire '4- j p p a 1� 2" F�G 6LEEVi6 t 12'� I I - T�r'�� Tti I aJjY�fD� 1. ALL DIMEN610NS ARE FROM F INc;,,t U �UHI AGES UNLESS nTHERWISE NOTED ON E a i E g 5 a mens THIS PLAN. GENERAL CONTRACTOR SHALL MAKE ALLOWANCES FOR FLOOR AND £bG.F-EvF_ rr4 GrErJERA1_ s I ` WALL FINISHES. FSR �� G I 7 ALL CURBS TO BE FINISHED SMOOTH ANC LEVEL ON TOP SURFAC'I S AT TOP OF !Al^. $ ga p I • .� I - CURB AT WALL AND OUTER CORNERS CURB 15 TO BE SQUARE. v �' d��f C. AIMING FI>{TURQ _ -�� l N ' ►' -- • �. 3. PROVIDE A%INCH RADIUS COVE WHERE FACE OF CURB INTERSECTS THE FINISHED <n�•°5 t c- Y 1� f --'TE- r'-- ----- FLOOR AND WHERE VERTICAL SURFACE OF CURB INTERSECTS FINISHEU WACI C e'4 I - IS_o _ I ��J � II►� [ I rr A, CANTILEVER BRACKETS FUN EOUIPPAENT PROVIDED BY RAYGAL DESIGN ASSG .0 4oO a fl �I'r Er` CIATES.INC,SHALL BE INSTALLED BY THE GENERAL CONTRACTOR IN ACCORDANCE �� c i¢� � C Q^ • WITH SPECIFICATIONS AND DIMENSIONSPHOVIDEOBYRAYGALDESIGN ASSOCIATES, 1%811 wpoSS10H I INC a`~ a oy lit G 1 _ I "__�_ _ _ 4�_ j S THE GENERAL CONTRACTOR SHALL PROVIDE BACKINC' AT ALL WALL OR CEILING E 11¢; _ - ---� _ 6 -_ _ - 1 )SE CTI O N MOUNTED EQUIPMENT BACKING MUST BE AT LEAST X FOR WOOD OR 11 GAUGE �a¢c i FOR METAL BACKING TO BE UNDER WALL OR CEILING FINISH RAYQAL DESIGN o c°A r c n;1911 i I I 1 11 1 11 ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR WALL OR CEILING s°°Y 6E b c' a •2 - I - MOUNTED FIXTURES COMING LOOSE BECAUSE BACKING WAS NOT PROVIDED be 1 ' 13. CONCRETE CURBS TO BE NOTCHED AROUND FLOOR SINKS .I \ E¢L.lE7Y�ffpE�� �o A ' - - uEE FLAN FOW LAM I /\ � a�§ a i"1.2 ! I 4 ' e` -- I P -- 1 hI�D�Ai GTrfEF C',el- aaas- Qo3 r = bo � F - -- - - - ----- --------- � ----_---_ -- --- �-'a �- 2'1- IYe Al�r! Ia. \ gad�'(orgo� oh! � � b�-��.�g" I 'Z K6 TNG aT'+55� -._ 91 o i 'r0 TOP 1"E. NoY9 M 5 L J- PSI -- ---- `. -r,F I ' -11J ?rll�a AR�o. oJIrJIC WK� �� � 41 i I e, FoR DLJC?'toNMF_cT14r1, { L' D T I\it, D14N '(C �� DST l+l 1. WO ORA Ir, co I� uR* P ` s oPE1J 1rJm 14 Irv;ro :Z ---——n G (7��G I 0 _— - in/ - _— / ' . I j-f,r! fe,rkL D t ® / __ZJ __._._w. .y ,�/4d* I_D�I 'h�• t' Or — Thr I s ?I pvc C,4 Cd 2'' PJc IIS W^I.L p I - s 10RYWAL4 To ORYwA.L_ , I -'/ ��. .,. 'n. - '` •�_ - ° �, w�.r. 1.11 . Ir�IN CWvIL:E __ — ----- ;e')((, of _ - Z'' f'V.G.hl.t�,E\�'INRU I,UA(,L. 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