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14610 SW SEQUOIA PARKWAY-1 .. i' '.�,:� .r fL�"�T•�; `, .•��, :.'J.:$ q a'I ._ �,.. ��. •K4. .�A♦ �,N•tk.. �:.f�t.��P,,llf: r:'Y-"l - I ._ •--.y.�..__.. PL _liL ....-. Sr - ASA& � t "'i�tri.�• ._. _..__ _ . .1.....__._�-.,_.._... III �ti, � � T = � f/C. .24.s•�-.ei �--�_I..-.1'"�. .��'1�T_. �+ w"..---^-----+ 'L__1 ! �llGfl��'Y�T��/,PO•c' L IE I -P' __ _... _�_ - --w ... . sr t2 I - A CIT 4F WARP""""_'---•---- tt.�.Ar.�iwrG _ 3, .•�+�_.v�.�v { '�- Pl�ravpd• .....,.... ` _ "R Corition 1 •�.t. �cR...!.. tall �� sr tF �, -- - - T__ �� - For Only the Workdesc in........ . ........ ,11 i jT/ � ' �"" _► :RMrr NO. +,bed,rt Iger ; � ;/�/; 600 letter to: -�-- --__ c 1 r, �, f` ,� -s . '__s __ _ _ �►ow....... ............. ....• w ` /'�./�� /// _ __ ..._._, k Oto i r yrs ^N ,► -/ i'� ---- —•�.,-- _�–�--� b Aakirel� Al ........ _Date: Ong t _ tC� .'(�Y� ,��i 1 i if F T t A R D _ "_•� OURNAM NV"— ry' i Ar)OrbV@d. '�-tiw-t [ a .I y __ _ Far o y they:work iar d I I-, )Durham W – PRMIT NO. C _ '�^l.r, AL ��-- - �! - cllcw 1zrUA�Al1N �' t �, ac. : --- Alth. [ ). ------1• - N __ Job Addrecs: C--- [ I 3Y �L�Glcs ' Date �/�^U1Cl � JTY 30 3?F _z�_e I d S 1 TE I NF=CDRr1A r I CSN ra s TOTAL S I TE0. A. SITE AREA - APPPDXI ATELY 73,800 SF - 1 .70 ACRES o I B. at I I LD I NG AREA - 1 . EXISTING BUILDING - 14,280 SF, 2. PROPOSED NEW BU i LD I NG - 31,630 SF. i ZX i T.7tXdi. �. _ _.v�,�c nar'ENAM I h1.S BREW P'1.18 PORT I txr OF S f Tt SMETOD WAR80M,,.SPACE 14,M SF. A. SITE AREA - APPROXIMATELY 29,000 SF. 0.57 ACRES B. BU,LD I NG AREA - TOTAL - -4,630 SF. i ( 1 . BREWERY - KITCHEN W REL.A-.ED SPACE •- 1 ,206 SF. I I ( 2. REST ROOMS - 204 SF. �. ! ! 3. DINING AREA - 2,000 - BAR SERVICE AREA = 1 ,692 SF. C. PARKING REQUIREMENTS G SCB= • _ 1 . PARKING REQU I RFJ�IENTS BASED ON DINING AREj, t o DINING AREA - 1,692 SF OR 34 PARKING SPACES RF_Cl. 2. EMPLOYEES - ASSUME 8 EMPLOYEES - 4 PARKING SPACES REQ. I I 3. TOTAL PARK I NG SPACES REWIRED - 38 SPACES. D. PARKING ALLOCATED TO MC ENAMI NS - 39 SPACES. saw SMETS MANUFACTURING AND WAREHOUSE PORTION OF S 1 TE IorR A SITE TE AREA - APPROXIMATELY I MATELY 44,800 SF 1 03 ACRES. S. BUILDING AREA TOTAL - 14,280 SF. C. PARKING RATIO _ 1.4 PER 1,0G3 SF. .. o G 3••c�? �� ' ' � D. 14.28 X l .-' - 19 SPACES. 04 .uccrr.�reds:.crs l 1 LL.J VA` r .-.._— �.'�' ri► 7.c7 V 147- �•^ �t7'.. �' _` • 4 - 9 sr�cca ;,+Q.=e "` ..--. ___ ---_i sac&s = p 1. - • 0 MA I L All I - i I E Y ---r- '^ + _l____ _ GENERAL S I TE I NFOFMAT I ON .•1 .,► A. SITE I S LEVE t - L WITH TH A MAXIMUM t•'1<.M SLOP OF 1.5' FROM EAST G WEST AND 1 0 T .0' NORTH TO SOUTH � : t MCMENAMI Fly __ I• " . � , � s ` 8. DRQ I NAGE OF PARKING AREAS TO BE T t IED TO EX t S-1'I NG . I1 � , 0� STORM SEWER. IC. WHEHRE POSS I BLE ON SITE DR,*,,NAGE T, BE DRA I NIED THRU - GRASS SWALES PRIOR TO DRAINAGE INTO STORM SEWER. I D. ACCESS DR 1 VES USE EXISTING DRIVE: WAY NORTH S I WJE 16 PROPERTY. RELOCATE EXISTING CNS 1 VE WAY WEST S f DE OF PROPERTY. (;SECTION 18-108) E. EXISTING TREES i O REMAIN WHERE NOTED AND ADDED TO 11D/� P"�►�' - 3 G/rte ri' f I i AS INDICATED ON THE LANDSCAPE PL/INS. (SECTION 18-100) svr�irc� ' I F. EX I ST I NG COWL RETe PARK I NG I • -y.: [?tl'lT�� , ••,•,; I � I i AREAS /tiPD DR VE WAYS TO • y " ' - _ 1 - I RE.MA I N. NE ASPHALT PAY I NQ PARK!NG AK't? DRIVE WAYS y y - ` 9.G s �'_ " I ^R •' I y ! W 1 LL BE I NS,TALLED TO DEVELOP SITE DRAINING. H A M H L I N H A1 T A►N ' S I DNEWf E'WAI.KS W i LL BE INSTALLED (X> IEC'r I hK� l=J(1 ST I NG ARCHITECTS A I A Eo, iG!Q' e D. N ""'�- �• I �� . - - 4 p, •y I SIDEWALK TO BUILDING. (SECT I QN 18-108-050)C:LE R �^'+�N.E. 12?►`�i►.��LrtT'E el 11 / yj' I jar/aGLI. H. aiCY W PORT�ANO, OR 97230 I - — � e•a!�' - - _._.,...__-_ _--__..__._ RACKSWILL BE INSTALLED AT OUTDOOR PATIO. PHONE: B O 3-2 5 7- 7 (18-106-020) ''� 332 r / ,� r. (• �. _ _.___ _. r_ �..F, ,G. Is:A _ ___ _ __ - " - '- - --~ p i j I . ONSITE PARK I NC1 EXCEEDS REQU I RE'hENTS OF THE s>'o atit SlFtrY BUILDING (SECTION 18-106.030) J. S1Cis WILL 3E INSTALLED iN ACC ORDANEDEVELOPEN CODE. D - - . '�. DESIGNS WILL BE SUE31M I TTE �77 _ CITY By THE 4 S I aN rxaNT'RA�'•TOR FOR APPROIVAL �~ t --1 �\ ,� �.'-•,1'�:�1 ZAP I WITH SE T...._� _I_�7. ------- r----c�rP _ j �-T___ I ---T--- -r- r_- -- - K. DIOSP05AL M10 SOLID WAWILL [ i _ 11 I I --�--y---- _'-r- --_ ENCLOSURE W I -1 -- - -- I 1 1._.1_.__ �_- _..4__._.__.___._ ___.___ .___ ___. 1 _._J_ __ ___.__� �. - ' .,._I ! t" I 1 L_�?.��' '►t+--� IN AC�OORDANC.'E WITH WASTE 18-11 LL BE RIDE t1CTEG SECTION 6-060 Al+llf7 PRIDE - DISPOSAL CONTRACTOR. ~ Hid 7knE` _!`�'A/E1ti''dx.'�Y'J'1,3+f/ /tH/.�F�AG��G.c_ ,._...�..�/� N ,�.rV L�1GQN..T CITY OF TCS -_.' ��vr� gees Z Z A 30' O~ � Kral. - _ Approved Conditionally Apprcivod ........................................••� 1� � - .._. •yaf.virQ.2 y'fEJ __._ __-._..._____. _ _...._... _. _,_. .__� ._._. _ For only they wart rc described In: ., .. SEQU31 A PARKWAY Atiu0......... ..... ............................ Cdlyy lr o,� ,Bvs�►l�+ R flf artL .Job Address C J08 NO. .h itBB -R-114 ttSdTliis V`� 0 A T E: J&L V/9 13,5- -_"jmg�{-41110w!.Y Ie0-i� '�!a'a?,IV�,G/{/�• _/ _, +�?y� 1•►G 3E NC�'1'E9 �INAI.L 8TI!'+JLATE THE MINIMUM S!•1WD)1RD9 �1F' [�Oi4STNUC'TIOR, AND THE DRMtNgs ^I+hLL GOVERN ' OVER THE W 'EIi IN ALL MATTERS SPACIrIC.:ALLY STATr4. VFRIrY DIMENSIONS AND EXISTIN�t cONUITIONS, J Am) NOT'Il�'Y AArnITECT OR ENOINFER Or 01?1;"EPANCILH HE;F�ORE PROC>;EUIIKi. THP f'ON'!RAl1'(1N is � i� G�` RF:3PONgIBLf Fglt SAFE CONOIYIONB AT THE ,)OF)BXTE, AND FOR TEMPaRAR! fft)FFcyftT of TN: 0 .y I F F C I I t I►K; FRIoR 1 TO THE CZMPLETION OF THE VERTICAL AND LATERAL LOAD SYSTEKS. ALL WORK SHALL 1.tyM (iltM TO THE LATE.-;T Or THE UNIt?"M BUILDING CODE. `:i h-i E E T NO ICLARMSFIUM ACBTR" AAEAs FLOA I•L - 4o P9r CORRI"S, STA?R3 i EXITS 1.1, - 100 PqF VIASIG ka)F F-tvE LOAD - 25 Per VN1'FORM N/ I5N wooD tITRt:88 INt REASC 17R(NIND SNOW LrAD - 25 Psr N/ ROUT D''IFTING PER UBC 23 APPENDIX R� I MIND LOAD - ' Mph ZONE. EXPOSURE 9 SEISMIC PER UfK ZONE d ")TING ML*vGk SOIL PRFSBURE - 1590 PS!' TOTAL Lr.> D MINIMUM BEARING PREPSURC IAA9UWEC1 . � DTNATE LOADS Or MiCAN HICJU. F.QUIPI'0111, SPRIWLIIR SYSTEMOM S AND LOADS FRt>PH" TRf c NOR T Rw 5 04ft7 ON THS STRUMIRAL URANINGS. LOADS Or cmEm!' THAN 104 POUNDS SHALL DE SOR UPPTtV VIA AN APPROV" [� 4;^iv 1 610 IT 9�i 003'1,ELC 9. CIORSUPPORT nCVICK. PROVIDE ADDITIONAL FRAMING MV409R8 TO TRANSFER MS LOADS TO MAIN BEA . �IRDFRS t* 1 AFC 4)�i-02f;yI COLUMNS/WALLS ALL LOADS IN EXCESS OF 250 POUNDS UNLESS APPROVED BT FNt.INC[k, i , -..6.'.. ..... ':r:I. • 'a.«...rriRY4��/1f1.� �.�.�rJi .,...,i.�.,.�W-.4�..w � • , .'i ':� .. ......... .._ ._.. _ _.. ,._,,,...i:,L.r.++.•.....,.......«,..._.r...-..-....Mwk:....:..w.w-uM.M�.�d-�. .a.,4..i...-w.:Yarat. «.-...,._ ...._ .- ��. .. .._�.."�.L. ...a�'. • ��. I ','-� � , II' this nolice appears clearer (11;111 file document, the document is of marginal IIiII � III (!(I I�I(f�,III�(� ILI�I(��I(I�i � I.�1(I(I�I(I(I�III( I(IIIII(I(I I IIII�II� I (i(i 11(l(I(ill(Ijl I IIIII(I �I(I(III (I (I(I �►IIII I I(III(I�IIi(I�I I �llll��►{��I 11'I►II�� ,III INCH MADE W CHINA II! �,• """, "� -i �ii�ll IIIIIIIIIIIIIIIIIHIIlfIll,llllilfi li�1 IilfIY1�I t i l fIIIIIIIIIINIIIIIIIiIIIIIfIIIIIIIIIIIIIIIIIIiIIIIIIIIIiIIIIIIIIIIIiIIIfIIIIIIIIIIiIIIIIIIiIIiII(((Ilii(IiIIIIIIIIIIUIIIIIIIIIIIIIfIIllfll IIIIIIIIIIIfI(IIIN (IIIIIIi(Ifltfll[flhfilf T[if1 i�(�[�I { t �f[11,ilflillN.'� 1 __•.._r_r...o Vraw..•w_r.wnrrl+4r..__...,r..�.._._u _ • ' ��_.^N.'� 1 c. vJt �.vic,Q� -- .s-�f f r-r �_.._.._,r._•„ 2 05 IN TWO CELLS _ ----.._.._..__._. .__ ,_ � 1 --- d? ! j �..Ga�.'ee__.P's=�•� ,� 1 ' ....._.................,•_._.. -•� EACH SIDE OF OPEN I NCl �. � 2 05 IN TWO C)Ei. ' , of OF -- -- __........... N-X EACH SI OPENIN3 Ct�il1 F2 E 1 N FORE I rJc3 SC- -IF OUt_F I I I i SPEC:I F I CA T I ONS 1 ----}---- _ -.+---- � 1 1 . fm' - 1500 PS► • 1 ! j 2. Grout - 2000 Psi with 3/83 Max, aggregate. 3. Mcrt3.r - Type S. 4. Spec i a 1 Inspection not required. r REINFORCING -rep Q" CJ WALL (U.N•O. ) I p VERTICAL REINFORRCING I 1. 05 VERT. at 48 O.C. In center of cells. j I I 2. #5 VERT. at all wall turners. I I N I ( ( 3. 05 VERT. at and of walls. HORIZONTAL REINFORCING 05 HOR I Z. at 48" o.c. in 8" ' grouted __-� j 2. bond HOR 1�2. i n l b" Ban .. d Beam at ledgers, f loon and roof. . i i •__ _ _ __-.._- __ _______ _______ _ ___ _ _ __ _ 3. • i j b AT WINDOW NDOW ANo 000li OPEN I N3S a• Openings less than 6' 0" Wide. 2 5 lintel dteep grouted l i - (Extend lintel 2a" oast sides) 2 X 6 BEAR r NO WALL - -- 2 1tS VERT. Each Jamb - ast®r►d►es 1 1 ht. 18 �( 12' DEEP THICKENED I (- f Openings rom 6 0 to 13' 0 Wide. �+ 9 SLAP FOOT OF- 3 WITH 2 M4 + I 2 06 HORIZ. in 32" deep grouted lintel . { 1 �p,� OF HOTTOM ^!�-= � + 0 � I (E:a�d lintel nteJ l 2a" ' past sides) j ! 2 05 VERT. in 2 filled i lad cells aa. jamb, J i (Extend Jamb bars full ht. typical) C. Openinga larger thay a' 0" wide. (See drawings and details) 4• OONTWX JO I NTS a. Stop horizontal reinfor i c ng at control fat t Joints. Provide 2 #5 each aids of joint. -C-O) ,taSi9vF�,-xl��YivY _ _ .�'l�Ttr-'F,c�.� ✓!.s/.+C%,�''..smell/ � I 1!!!! - SEE COAL_ FLC�Ft SL...AB RE t NF'C'7RG 1 NQ 4" TH i CK CONCRETE SLAB WIT!; CLEAR OF 6 x b W1.4 x W 1.4 14MMF E TOP SURFACE. 1 a I I PLACE SLAB ON 2" SAND FILL OVER VAPOR BARRIER OVEP C�OMACTED GRANULAR BASE PER SPEC I F I CAT I ONS. PROViVE OONTROL JOINTS PER DETAILS AT 20 FOOT MAX. I R - •:_ N TWO CELLS ' SPAC _ __ _• -- _ _ ____ _ �-rc_ f- i 2 N5 I EACH S i DE OF OPEN I Nf3 ' 1 NQ OR AS SHOWN ON PLANS. 2 65 IN TWO CELLS ; • -- ---- _- _.._.,�._ __.. .._._._._._._..__....._.� _--_.7 L_._._ EI+C.�i SIDE OF OPENING NQ I W_ 1 HAMBLIN HATTAN N I�• ARCHITECTS AIA R NGS 3H REAR aN FIRM 11NOISTURBED SOIL OR PNOPERLY COMPACTED ENOINEERED FII,:, PIAC:FD I)Vt;fl 11 n'2 N.E.. 1QQN0.9UITE 19111 PROPERLY PREPARED SUSGRADES. COMPLY WITH REQUIRE'IENTS OF SOIL REPMT CANCERNINO S/iIL PREPARATi(m PORTLAND, tOR 979,a'3 _ I AND BEARING LEVEL. THE BEARING HCRIZOM OF R'AAIN3 SHALL BE L(Y-ATt 19 INCHES MINIMUM BF1X" 'PHF. PHONE: "503-2157-733J� • 2� �'� TOP OF THE INTERIOR FIAQR SLi83 OR 24 INCHES NElof Ai3JAC:RNT EXTERN G!ADC. ,Z 4e i s _ w (X+ NCA' &K(AVATE CLOGrR THE 1 112 TO I SLOPE BELM x7fTOM OF FOOTING. OX+'KFILL ALL PIPs: TRENI:N OTHER EXCAVATIONti BELOW FOVPINOS AND BLABS WF.H MATE,RI^L SUITABLE FOR CCIFIPAL'TI(x1. (,'OMPA(-r _ �•_2.'�cisr is';.."'1r..ti'es-l.�i�i�"�,rr .2F�iS. �.__--- FILL TO 90{ OF MODIFIED PROCTER DAY OCNBITY (ASTM 0I557 OR AASH'J T-[c•t>! @F:L.OW Z F'EFT FROM 'PA-Aft _. - SURFACE, AND TO 951 A9' TiFE UPPER 1 FEE?. � ,�� A . INSTALL ALL 3I?E PI LLS lt,M[7ER STRU,=RAL ELEMENTS IN ACC(Aft WITH RF:QUIRFACNTS OF E1PF:CIFIC.Af1ONS. WHERE NOT OTHERWI86 NOTED, COMPACT TO DGNSITY OF 954 OF MODIFIED PROCTOR DRY DENSITY IA8'1«I D1a57 OR AASFIO T-1801 IN LIFTS MOT TO EXCEED B INCH THICKNESS. PROVIDE 1 INCH MINIMUM TNtCKNZ$S t_x"rACPED GRANULAR BASL UNDER CONCRETE SLAB ON GRADE AND INCRLASE WIIERE "'ED. lit .r R.,...."'- ?XG ►�d .4_l• - ... . _ __ - .._ t ETM! ALL ITEMS NOT SPECIPI.CJILLY COVERED ON THE DRAWINU3 AN P I SHALL 8E FULLUMEO ACI STANDARD SPECIFICATION FOR 9T1tUC"PUItAL CQf1L7tET$ F21R BUiLU1NG'T ACI IU V � F» /'�• � ..___. ARF MI I D b FCIFICA?ION$• ,l, j J N MiJM G."PRESSIVU STRENGTH OF C(" RETE SHALL Ott -- - _. _- ' - /,S:•�ii(r� _... .....�,..._._�... .� __•__. C PSI FOR WALLS FOO? 31101 , IMGs AND OTHER CONCRETE ' 3500 PSI FL1R CONCRETE SLABS ON WADE t C Sa.tF6' d✓o-3'.Q , e , ..• t MAXIMUM SLUMP SPALL 9F: 3 112 INCHES MA &LABS ON GRADE AND A THCHV:, FOR CYPHER C4:"rAETf.. immoVILIC � ' :`-•� - w - �,. �+ ) I � F„'� • ,� � , �I. { AIR ENTRAINMEN? FOR CONCRETE EXPJ4E� "O LItTLRIOk CONDI'f2CtN8. ,.7 e� '� -� -- Q CO•(/J'i� GT. G.P.41.� �.. �;_,_ • p =' ! ,r. 'r��c � PROVIDE ()ON'['RC11, JOINTS FOR COFSCRf.TE SLABS ON tiRACIE IN AC,'C'CNt[:IIV+t;E WITH '1C:TAJLB AND t9P9V.;IFu3 SNfbRI �t1Vc�L� /•?ArC/Y S�: ON DRAWIN(;S- WHLRE PACING ISMRMATiON I8 LM7K1NG, SPACE: ;701NT ATA ,;;IMUM OF 20 rEcT !N F•Ae H �--• __!.._._.-...... „�.: ��, �,._`�/1,,.�.-.�nr,,,r�t.�__ � � ��" � i `.S/.�"�"��''oi4G��flC�, ----_ `� i .._...� .o , �, 7i..�� .z�"Qa �..�....,-- A.._C_ :a____.__. DIREr�'I(vd. iieA 'RETE MAMDLIIko. PI.ACF.MENI' ANI) t"UN,INC3 SHALI, BE 1N riC[:CMtIVW,:E: WITH T91F. �-PECIFIGITTtJNB tIR 1CI-301 T I NOT O'PHF:RMISF. NCtTE::D. \� I t`-/.rP. OF syC7T1►'e7.N 4�M • �'0� f�r 1 7f''�/ ,dam- -` --X,YtICXtr OR PF!?•Ipt.LYti tN!!!!R.RLL SIiiY r . At 11/4 0/11 i pr• A X IYrR' , 4'c[J►r TR ON wr�F JOWTS 11V �aR Cr c• d► 1C• it7110/6 X6il �r r "' •1KLI.CtErlltlFmJOtt► .tiT D�!'/�t1'• O+f/, ... ... ..y. JCJe DATE: J�•�y i�9S ----� •• �._. - .�Azy" ,� oor'�k-Teu sr+1 1 iF-' PLL C>E'T"�► t 1._. _ ,,� J� ��'' rsr{wort +r�Tar'u°ea."E 11- roves rrs c�t+s�rn ar�c,c n,Fw, L7tr TA t t- rlaw U�-rA I t.-. -_. _. .•'�.Ii_.F,L�I � -- .._.._...._-_,»-._....,._..�` .,._._ � ��t�� -V'f'D14 x 7.O 111'It7tL7►►1 SHEM" NO. -e cow-wm'3,An ON W"m tt{1u - �- At]K't 1C_C AM To p MMW Ct e) • x 6 • i0 r(0 x A Iat.4 x VA)wit � �l FV1lr�a,ct.»!�►ta r ALJGd�I7 AT I tn['1-[rj{R tt 9 f' !HE[L M !G 91 M AM t71•M.+1'!M0IM iJIP 3TLICt ALL CON P:NUt)US EARS A MINIMUM OF 48 BAR bI141ETERs [tM (i1l+1UF: rt0 RLaF1FY)lii-'INti ANi) d PAR -11491 ' '�RR ftft TO TFFF REQUIKEWNTS Or ftc",PICJN .105 OF THEA UNIFOW RUILDING , 0M 1' Q UTAi1RTCR8 Ft)R GIiAUC 10 REINFORCING, t7R A,9 NOTED UFI DRAWINGS. SPLICES OF TOF' BARS TH 141011 M!'fi6.�19' SHALL � RfQt11RBD DURING TH6 C�0119TRUt"IION Of THl. FOt.i.0r11N0: YONEG AND OTHER SIMILAR RICH MOMENT SPLICES SMALL CONFORM TO THE SPECIrIC F4-VJIRF:MFNT,� or pit AI"1 C-Cf' '�I.1)W& arJad1ASL T il-- ' t Sequoia Pkwy, 14610 SIT 95-0034, FLC'95-0487 AND UDC Ct`UF.S. UOIJBLf. BARS :H A.I, WALLS AFi)l1Nt OPENINGS, PROVTI>E 2,-0, k 2`_(7" C'C7RNF:R EARA Or WRINrs TAKING OF 'PEST SPECIMUMS, UPON PLM'171ENT OF REINFURr-INO AHj) T11r, PI.11,'IN,.; ►iiM4 tF41L 1�71lT I SAMO M1 L P11yyt�F I,'�l' .I 1pLl� C1vtA iY C7MrACT�C► C rMxNJ BUP 95 0321, A1EC 95 026H 'fIZE AND APACINtT *O MATCH IICrR2tUFITAL BAP AT ALL INTERSECTIONS L,F "ALL." AND PCxrTTH(1¢I. PROVIDE OF qN ""` t�' lRLTF. EJIC6PT FOUNDATION COMCAC'f$ Of t'c 2500 PST OA 1.&38. F :CADT2MCt LICAJF,I.r; kv (F ::IIF. AND 9I•ACINt I'll :dlTthl VE:Pt'ICAI. tTAR9 IN HALLS AND rM,UMN9 � . 2 n 29 latest Vm 11 If Ilik notice appears clear"I. 111,111 the tloctllTTent, Ille 11m,mitem is Ulf marl;ival JIP � i�i ;1;;�[1riliJili1i1i1i i iIi �i��►�� ,ilil►�il. l�t� . 4.1.1� ��lt�il�li 13 �_. _ IIIiIIIIIIIIIIIII fINIfNI Illi�ill I i* i► i i Ilnlllll Iillln11j1�nIn1llnnillnli1i11111'IiIiiI�l111h1111,1111 111,11114111,11111 24X IIiI+ii11 IIIII1111Iiilllllli N1�1111.1111+1itllifi � ��nhnl� .._ � ' �, L'��'� .P'�j��} 1r��S� ..i M1 7II:� �� fY R• .'•NY� 'o ..� r _A'0. !�1 '.Y`1 ,I.'% '�• 'Li•�,•4� - • - .r Q S 'Y i. Sm � . VW I rx RE I WOW IC7 NNS ° .a t O�� R SCS-1ECJlJI_!f AND OPENQ SW 1 NS W 1 NL'x:)w 60"Kout-.E 1. 05 VERT, h[•�td at 48" w O.C.I In centt.1- of ce I i>t. NO. S I ZI: ON. TYPE FQ. TvK low. TYPE wuut SIZE TYPR NE�1tARIcs ..y �. iMS VERT. at e,l 1 wall cx�r1•+era. •1. r 3, 05 VERT. at end of +«a i j*. .. � ! 1 PR 3' X 7' X 1 3/4" A - W A tM UP. A 1 1.33 X 6.61 VINYL OR MTL. FIXED LIN 1 T - VERIFY SITE HM I WNTAL RE i WoRc I NG 2 PI' 3' X 7' X 1 .11/4" A _ Fri - mm OP• A t Z A X 15 V(NYL OR MTL F 1 XED LIN 11 -• 3 SECT I ONS i 1. bo NC R 12. at 48" O.C. i n ® � grouted A nd bemns. 3 3' x I' x 1 3/4" fl - lid fl « mm OP. R &UPPORTED BY TUBE STEEL f 4 2 X 6 MYL F RAW FIXED LW I T - WILT W 1 TH i DOOR FRAME _ `�•. 2• 2 Ilig Fof1 I Z. in 16"� 80I1d t�a1n at I a, � 4 3; x x 1 3/4" C - Ii'1 Q " Iit W. O 6 4 X 6 VIM NYL OR FtTL FIXED XED UNIT - VERIFY FY S I xE flow prod roof. �.- 3. AT WINDOW AND 5 3 x x 1 3/4" 0 - 11p 0 - W OP. a _ ODp2 OPEN f Id3g• 5 3.13 X 4 V 1 NYl OR MTL FIXED tAJ I T - AR(31ED WOW. � r� a, a. OWif't88 less that) 6' 0" Wido. c 3' x 1' x 1 3/4" 0 - WD 0 - m Cr. 0 AEKWE - VERIFY SIZE 96my-Ame goo" "1 Z, in 16" deep 3roijted 1 into i 6 6 X 1.67 NTL FRA!* ARCHED WINDOW OVER ENTRY (Extw'W lintel 24" 7 3' x 7' x 1 3/4" E - 00 E - m OP. E -� past s i dal1, naw - vER I FY a 1 z>< • ? 7 3^ X 4 MTL FRAME STOPPED 1N 3-ASS - INTER I(m >>f5 VERT. Ea�c�1 .1►ftttlb - Extend full hL. a 3' x 7' x 1 3/4" E _ WD E - m OP. c b. P30 i-qs f ra11 6' n" to a, 0" Wide. a 3.33 x 6 MTL FRAW STOPP90 IN QLASS - INTERIOR 2 *6 inR1Z, in OPE 32 x 7' x 1 3/4" E - w0 It * NM . �� deep Rrout.od lintel .. 9 3' (Extend 1 i nt:e P 24" past aid") 10 3' x T' rim ER rAXA NOTE: 0011iMAGTOR TO VERIFY JOB C1M i T I ONS R* WIN" INSTALLATION 2 M5 VERT. in 2 f i 1 i ed c:a l l s as. jamb. I NSTALLAT ION OF W I NDIM IN A OlIDANCIE WITH MMUFACTLJRER's (Extend ,1a vt bars full ht. typ i u i) - t 11 3' a" x T' 4" 11ASOWY OPEN�NO 1 N6111UL.'T IONS. - �/ �"'/.0 T//L .l TT✓G .��'1�t,�. c• �1 i� larger that' $' 0" w i Cie. � ( wi N131Wr 3 TO BE A PPORM tY H A I ZONTAL TU K STEEL OETWEEN A (Sae, draw i i 12 3' 4'" X 1' 4" MASONRY OPEN I NO " frr 1 NDOWS. nga and Beta i 1�1) ;Y 4. OONTRM `DINTS 13 4' 8" X 9' 4'• MASOMY OPEN INO , a. Stop horizontal rsinforcint at control ( ' a" " Joints. Pros i de 2 IIS each side of joint. 14 9 x 9' aNAsuNar OPENING __..a . • M, .��. iS 9' 4" X 9" 1" MASC1wlY CIPENINQ I • __.. ._._. 16 6' 8'" x 9' 4' Maws.' OPENING f i - U ,.;�,. 40 dr- CwArx'm_ Awe 4 e- 01; 0z lam'_J - A''`; WAL L S�C3-4E0L JL_E W r - _ �--. -• � _ .__________.___ WALL A - 8" CMJ WALL - 4" 0•t1 VENEER - SPL I1 FACE EXl'ER1C11i ' 2 X 4 FRNIE WALL INTCRiCR 0 1 �_../ ! ! I NSL AT I ON R-11 5/a GYPSUM IlOAR� -- i <SQbT.aIY /.G � _ - NTER I DR 40 f3 8' CMJ WALL SPLIT FACE ALL SIAMES ' 1 ► WALL C - 8" CMJ WALL - 4" CKJ A_.1 VENEER - SK IT FACE EXPG6EQ SURFACES 'I '�• WALL D - 2 X FRMS WALL - 5/EI'• GYP BOARD BOTH SIDES �!1 �r�CA 1~> -� i LATER 1oR F t,{sHEs __ A. WALLS z 1. M P SUM BOARD PAINTED 2. CMJ PA I WED """ `-✓ - - --•-_'-- .-__-..r. 4 } W S - Pf2E F{N I SHED S. CEILING R7�1' Ii�CM � 3 1 h10CJw 1. GYPSUM BOARD PAINTED • �3Z t T ,r _ -r ' `. '_ _ 2. MISCELLANEOUS A U STRL CTURAL STEEL - PA f NTED I � I ,�, ��_-. i ,T \ \` �� %/� i• '�J _ _-l_._""�-�_..- /�' _ V C. FLOOR _ ET OR SHEET V1 __ ( , CONCRETE CARP VINYL _. FT 5 COOLER i ti.6i•r/fd.t r � I 1 - 1 ' i rr } 4 i y _ ` 23 �, 1 I x HATTAN f,, - r. v ' i .-1�'x �?' w - H A M L LI N H�4 T . . . - r } i _� _;sem sire�.P`:a _ .. .. A A t:H t T !�I E) A I A 1'122 N E. 122ND,�3LJITE !3'111 � PORTLANO, OR 97230 ONE, 503-257-7332 - cnmima f 1371"7RAt"�' i 111_-._..._..__._ 7 ' . -.. -- - 1 / _ .. __ _._..._..-...... _._- .....__._.._ .. .�._ .-_.._. _ .� '•- j 1 .� l�. y � I f 1� S�� Jam./- �4 �G•a� � I � ._..... _ _._.... __. �! 1 .-'.....� i ,...// S .� r i • PL . T V1wu 1 Rm? ROM PWD PREP. • ! �� r ...,.__.,.,_. - •.-..+.. ..-_ ....ter yr.�.�•ra.r_....! J l_./8 N O. L ! a 3 BATE: • '�sG'�' 9'S r _ ... ..... . . SHEET N f�1 FL.C}! _PIL.AN Sequoia Pkwy, 14610 SIT 95-0034, ELC 95.0487 BUP 95-0321,MEC 95.0268 ��.,��,.�.�.�.•.. ^N 3 of 29 iil r :� • ri a _ . .. - a iA�y.' `h`.iM..,w/4.n8 '.Yrwu'. •dA NL. ... •. _-w.r�M..•-.. '��'. Il' Illis notice :11111e;tr•s cleaver- 01su1 (lir clocUntrn(, (Ire clorllrurrlt is of 111:u•1;in;11 ;�ij� ;i � ;i ;!ji1ili�iji� ijiji i iji��fi�i�i�i i i.��iji�iii�►li i�ij!jiliiiji i ij !I!li� !jij! i i�ijiii'ijiji t ij !jiji � ijili i ijilili�!lili' i'iiii.ij!!!I!li1! i ►�ili�il�l�j!,►I►I!li�il►li x A^,- INCH ' MADE tN CHINA , t' L 1 1 �T'f- 'tf!!i!!!II!!III!►!!I!!!II!I!!!u!!lii!ti!!t!�i+!II!II(IIIIII!!I!I!II! !II!III!! Iil!I!I!!Ifl!!(i!�I!!u!I!!III!!!!I!!!!!i!!!I!!!il!!!!I!!!!I!!!!f!!!!Ii!!!I!!Iii!!!!I!II!►!I!!li!!!i!!u!!•n!!!�!illll,�I!!I!I�!I!!!IIIIn!!!I!II!!�►!n!I!n!!ni!Illnitnlf�nil�ll�hn�ii�i��if111�i��flrll,nnL111!I� <r _ 4 i • '.fir. 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T _--.__JD___. _ .. -Y 4 �e.a• __ _ 1 ,SOUTH_ELEVATION ifPicca is axe. �Yacc� TV75; MMTECEVA7YOJtlt -. --- y- o ya'< /-o• HAtdIBLIN !-iATTAN �py�»� ygNr��rt �EB�1Ry ARCHITECTS A I A :-AtTc�'PCS&i tTitlr9� 112E N.��.I@pNO.aUrM Bill Y NAIL BL Itcp1UN NEIOHT OR LIS:R NEIDNT UNITS CEMfo,N'NO To AM �� CLSt146 �L F'ORTL,ANO. OR B72S3Q :10 O#ADL N-l. !N' ,IIUUy K 601,E 'f0 1500 Paz µD SM•CIAL INaKCfICM MALL NOT M REQIIIRLD. RHONE: X03-267-733E Mrs,yV,I CAL 911 IN TNREILLBp HOD1NP1p1RTIVN U1' N!C•NCYr APRIL iONTMBI M MTH AAn2 NORTM SXALN RETE UI M UBC tYK e, AND OAWr SHALL BP HIONLY FWID 2000 PBI MI N{IIDN C0IPRBP�L�A OM PW�,RILNt SRIu.1.Yc<tIRIRNATp NHR11TCfU NN[CV II RP UNTB IWTP/IMLL�I N�BE LE%RTNLr:INtlxY @PTII I r —� . . . - / .-r oRPRf 1116 �I•( 61 TITO iRABLtBNNNIPPiIt h'rNATCNS 011 ASA CR('BED[NC DESICII Y/1L10iR6 ACBJVE A M N}JMi or NIYNOUT PAiOR APPMNAL. BBR DRAMINDB bR D[[K pY IM.I�I P�nRBD11 E0 NBLRL ULp1B 10 �'I{ GDBB 0 IXMCI16T6 Ow:ENT SOLTOE 90 TN11T 6%WU1LSG MRCS DOER t LDO . 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Ir-• IAP BPLICL ALL yYa JAMB --'---- _— ZINS MboUR n SIXIID P11101,c«cAL^'N$NNOKD w pwTNQT� 1% DRAM of @AIA iN HIGH 1PIo1Lm . •T iWE1 +NO IA'NfR 91NILM 111011 MCALH} t D DPt11iNO8. PIOVED[ 21-0.C (A 9QUI%s0. OANNSP of THEe1F 1 •�O ,JR•�/ Z p• AND UBC COURS. OCULLN RARE IN ALL Bltt µp OWL" TO NRTCN NOR E(NTI1L Ar ALL INPLRUCPIMS OP SIKJ.9 µD MOPIHW � PRWIK KOfINO MUSES OT SITE •N° RP}I,'INS TO TLAITIGL WS IN HALLS PITY 1OLLWH. . _ ; J06 NO. war t •1^ULTU^•N• sINLL M yowaw To ON 36. 'Bale MS L'DpIT1AW PO ARM AID) RAD IML4 H11" + 1 DATE: ✓4eP/, ?DS f O"' 86µ0,4D LVY Xw MNRRt EEaIIND TSI IINaPUDIND Sq�ZM_WH ANCKA fSl. WITAID Mtl' 1 REVISION: JIG7M'/g<_�.- PA�RIGTL NJ, STtLL rglYRt ADODAtiMD ,IAD M/ONRR ; I�LWNp Nly ,,Cplf Tp—rima 61µ0M01. NR1Pt0L.vK SHOP CMT Q Al IyL f;PTfR HIMTli( STYtl. 04 9NALL SE So KSI TISLb IN! 1TLR iN8 Tp RBpI ' OP RISC.e/tal OT Al P06 •ALU-POBtNIttLepDeA6P9MI, STRUCTUAAL Mp16E60• �eILL2F BARS Ono tt DIE1bt 4A, DSR OIIAtt a OS 4a.' 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Lig I ' L: WALL 'SECTION I x, .4 02 15A �t?� +fid^ S � Ad,1'� / �� __... • - -�.._� r y' :e'•3a.�rrr/Gdr�Y.yt,� O►�w6 ityl+�K ,LrtiY7�• ,� r_ _ ' ` •-_ 4) HAMBLIN HATTAN ARCHITECTS AIA 11L32 N.E. 12t?NIT O, SUE J3111 : 97230 PHONE: 503-237. 7332 -- _ l lJ ON 117$ •; ,� /%' �i� f I �I' � �Sy_��.��` � _ ;�f a _ __.G � I � �� r.•t.�� L1f,�{�li 1 �'ti•1 low �C�il.Vtil, Oh''"J ' t' ,�rsarirfD - Gf . . r . _ • __ '- w, _ . •, I .. - Y• ' 11! j� { S {I I 1'�'' 1Tt1: '( I 11' 1 ', MI , � /,r �✓ OF, low L] Gt. c:Ir t. r �_ t I I hVOdt!/ /i''�YT •r s . t1 ll • T ' - JOEI NO I 'Y' a.aysr�tcr ,__ _ I ( MATE- ..ru4V,`495 1t PREVISION AA • t 1 mm Wan gum '-'�. ,,,�.�w+r• •�w•�,�ll�Y�• 1R.•r�. e..w�.r \ rrw. rr...r. -_,- _ 'c- SHEET NO 4W.0 aW_ SECTION, a /t SECTION ,equole pkwy, 14610 SIT 95-0034, ELL 95 04q7 BUP 95-0321,MEC,95-026+ ' 5 of 29 If this nolic"• appears clearer Ilt;ln the document, the document is of ma,ginai ► �� +�� {l��tltlt ' Ii Ip1l1ill1�1�!� �1�1►� i!��i Il�j�j�� i �I�� 1 ��i��li� i ��i i � �l►1��1�1� �� ,�� y��l�!�l��l�l�f� t�lll�l !{ I t��,��i INC MAN IN as 9LR2. 4 X C D ;j. t 7--� -�'- �r�lilli+I�i1111rn11mcl�+rtlir�ri�Irr r +�i ��► � i��r�i�il�n1 IIiIInIl�ii�1In11�in�i11nI11111i1ii►il��lii�ll1iI11i11iI�1ilhi�I�iinII1nI111iI�1�i�Illllilil��Ililillii�lillilnll�r�lni� ii111nn�imll�i� !11►�!�rllnnllli;►Ir�l#�irl�i�ri�rr r � �i 111111111. t �SAA19 SNAIL K MGM1rE TURA[ APPILAA K, ONADL MKk, EXPOSED, WD IWIWTUIRE. • U*R GNACLS EEITJ.L K M FOI.IQIS, AXCEM M W)TED ON DMNING6: APPEARNECE N.ABI WILAL AAKTALEB, O06111LAP FIR DWKYIND KITH Ali, 111-19 QUOOiX J[4T,AYY' D. P/KR JOIST, MFTEIIS \ a TENON SCHEME, GrAHS 13 UMq, D0.X:U.S FIX STAESP IN 11111HUlm SHALI. K IL . 24N PSI FEES KNe/ IS INCINIS AND DE2PM, AND f0 • 2W0 SII na xEWi 13 tit INCYILS 1AMP AND 12PP N SHALL K EQUAL TO 166 PPI. GW$ Sikp: A OF A MTIAPOW POSTS a 6 1NCEI WRINAL SEMS II GPAUE u(MELM FIA TYKE. FMLTIfLL AND CANTILEVER PMN KEANS II U., HAV$ FULL STRIPS CATAC.ITY AT TOP Or MAN NKRC TUP IS SYAIiSPO IN TEMSTM, AND PNN.L RE LCMIMTIIM 24f-YS M 20F-VI RSD["" TO KRN NOTSD 2A4 FgAIIIMG a BNOS •` SND GM01 EDDGLAB figPREVIAESLY. PROVED[ STANDARD C ft W 2000 POOLRAO2uL VIE, $GPIS NOT urwomIIE AHED. WAftO ' 2.6 LMOE! Plum 62 (OAK 0011OLA9 FEN ^,'. TI .TTES" [SEEMED DY TK 1MAIPA(ITWILR '1'u "sin THE LOADS 011088, HIgG1t I1N )J•U BUILDING Il OPAOE DOUOIhS FIX � METHODS IN THC DLSIAS MKO SSLn PWt ADDIT MALS p"%D L(WK, ACODROING TO NSIITCD - nkTW)IlE MD YTSSnPL9 N APW4VCD /Y 1C80. PSON'1 A HINEWl1 Cr TAER film OP K1OP EMINENCES FOR • PLATIF 4 SILtd ON ODFI c PE. IN. DWGLM F"Ik A RPVICM AND W/MITTAL IV TNS WUILDIIINi DLPMTN[NT FQR�/POK PAN IUITIM. NA rf AEA HALL lN1 TL / U .LLL HIC'LIINAY INFDWWAT;O, ON KIOTIM AND ARMING rU PRWID[ FOR A SUITABLE INetALLATIM. -- 8•C•J/II X�,�e-� �G�.��{Yi:�P.T � �� ,.�./ !R6 I1LC11ING COM. OILMC D.f. CE NLN-[IA NN MJ41TECT tq V RIVIUM IRER 14'JITIOx, WE IOHT NICE DLMOWIOx OF NGMb ICA[ UNITS DE A WI VITTAI UM J�.fIVN �_ -iC�+�(r�2SLK 4T•�l� tP+t/r.�•_ / -- \ 5/8 NCH HOOF SHEATHING DW"'AOM r,tOY{011 SOLID DIA)MINO MR JOIST AND RAFTERS .1T ALL KMIN�i MIa,P MD NEL MS. PM)VIIN: 1HELMING IM"PONT TO R. 1ANUfAND M 81A1. INIPALT THAT LO 1111 ARng. C IM AND fi11A1.L PROVIDE r WIFE, T1 AND EIMSTOPPING N REO)ISEO BY LOpL. kEEa RMOAPCHIRR AND PMGINI LN INDICATING THAT E/]1INEHR ME IMetALLkJ RN AOC(KDAVt KITA THELIA _ ®1046•Cy(/U.4'/« , Qj 8—_S� r}•O.MN��a. a POOP bEwrwNG ro C! '.ID• oRN'+IIHI *"xbmo ,no) W JI1 D)s• V • St��T-�-�-- [� �7' GOX KTL1001) IFR�hAT1MRiC (TINE P4E1 x x0/201 YiBI ALLlD 800[, HALL AND FIatM PNFATHIWi EWLLL ID:IAPA MTCl1 NEAiH LNG ELP(WUPC t UP C[K OR 9TkUCT1Ml 33 OW O.G. i�,Gl T, �`S' — WLM LOFT OHENDION OF PAI♦d AR TO •„yPPOFF'6 PLYWOOD KTN IXTLRLM OWL. SEE DMN(F:IM FOA PANEL INDEA. INRALIAT[Oi, AND MRILIHO AND WT11 END EN PANOF STAGOPEOV Wl PRAM IA COTPONT MERE3RLIENTS. WAILING .'NDICT110 DN 011ANIIWS t0 K WITH COFILIK MILS. SHEMNIP l eEEMTXING PIALI. • I I Nt —_ A O I" 14 D Of f5Y 1 $/d L171N0 STAPLED ATV W. AT K INSTALLED WITH JOINTS SLOCIOD MUM OTWRWISC NOTED. UM KTIRtM TYPE PLYY FOR EXPDSLO —/ LFXATI(lH9 PINDI M SOFFITS. PARLD 00143 AND At I I OK AT R/2STAP BIpF+6KT3. • - —_ ,:AIL .WL NEHEERB WITH HINT" MtLIXG TO WNEOM TO TASLL 125-0 OP THE USI AND INCREASE "CAL r , .- 5 P�rPLRT LS MPASTENEM D AND /SD NN�=S. LNOTED tT1 THL DAM11411 S B WNL[ TUNIAB OPU AVTWGON TVIIILL-TIC 6!/A 1�lU/!<. / L!!O LQ4//J[ P TpALL �Iv�T NOITSS Y INNER H Tilt HAYING C 91 YNLENT - \ Q'/ MLf(MWNOATl MB WITH HAILINII IN ALL AVAILABLE HORS. WITH 1N[ 1ACTURCR , CUTTING OR NOTCHING Of MMS. JOISTS, KAM`M AND UY,IIMS NOT AL OWCE W1THOLIT PHIMTAPPRWAL. — -- . — i JEI RR ANO ABRIN AX RAVE CI IDT OSDLIDING 011 $% NTH LL[D At MLR Of OfJ NLI BODS IN MAXINK) ABLY MT K NOT KX 0 NOT p /3 Of M 2$\ CT DEPTH AT TOP AND M]TTGM 1M I A7 Of HEIGHT W MY MVI A CINCU VNI EWLL NOf CACKOIXO 1/] W HOfLN OLRx DRILLED At CUITEF AT MY AFS V II i ` ` P w/l LmIF n,v >cw Eli, r' 1 2 Lc .__ — I I YJ a 6 ro II i ry 1 Ij s _ ILII 1 - - -- -- i - a,RLC1Y.D.AB 0E - --- , 1 ' - - -._... _ .._� O � - - —]•}' AL-L�A+•fU.-bYNO/�' N..t .. _ . L UNA E• o - _— - 4 M 5 FL AT h 040iTL DqNA V � � I � 1 V � � � ' I � s - .. N _fY.Yr T1w.C. a'W..YJ 4►11,\MA• 91 4C - ----- - - '- TT�� , i --- I '__-- _. _ _ _ ...._ �- .EMIL•.. �'. r. / I q li :G��c Af.co a..Parc�wr -- - — "44 4 v ---.� �---- a W — ti � �" 4 u — r• i 1 ii �1 N '4 I 9rbr9 testiff'hrl, ergos i — N —_ -- _ - ` rep = �� — .._cxore rc cis c.zdE,e �zFr . ' �O ,� T � I dXG CG". ✓e/3r5 IS r,Iw s q • moi., s� e. Q � � A C _: tri i �rsmsl aDz'e_- � — �-- 1—: �j�=r_o• HAMEILIN 1 IATT AN ARCHITECTS ARCHITEC7Et AIAIA 8 POq TLAN1129 NEB.I DO.ORUB 8111 830 5 �Ir • 5 PHONE: 1503-2077-7338 a�8" tri env ttl $ nwsX',vT�.ar sys fir.T•.`J f� ±'�,r --. . a}' .Ov[t�Id/.OPs�oat Y�f.LT— _ ._.. ��. st t 1178 I �7X'':ZIdY.C1SCGlN6 sr�®to�ia6 orvGG .ICGQ21►lS. �I �:o — � ' f7 O TAAMt1�tCs ---- - -_-�aH ` ro- - -- -- -- _�' .iii /f.47•;rri�',y��,COI�saRy 1::. L �.eP,r-I •x 9M GYIa eP 9Di mixer'/e —.--�_ / Gwaea.P�s • —._ shot .P,P Jam,,, Y: I Q!/L�.�C'C .4,pjr_. � ��' ��JIA/P�� S_OPOL��S.:Q_Z� Gl-CE/rF�OC//91A77[! 4•� E E • •�'•.tldf (MY..t._ /f/�CCL � tTG_ Y y r .. 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Ili•'= /I�.. %77e"=na- 1 SAGWIa Pk1'ry, 14610 ,S T 95-0034,ELC 95.0482 �' t ....... .. ..........uHM BJP 950321,MEC 95.0208 I f 60129 } If alis nAlice Appears deme( 114111 ale gillal VIII i IIOIr11111{lliII1111fDrIl1't1I4Ittll 11fiD11Il tllll 111111131111111 VIII 1 1 1 lil r 1 1 1 1 1 1 1 1 1111111 III;I I I III IIIItII 1111111 111Jtt �t tNll ILII III Wat la 14 1 I I I I , III 1 1 1 1 1 1 1 ,r lI I I I I D ilnlunlmdtin mdrnl�miNnnrlm ThAI m6m mdllntllu4uniludnnlludmllmlllm ludmduulull lndmtlmdnulmdumlulllutlmdunlilnllm unhnllnninn Halon mdnmmfm nn�ii I `f;l + nuliml n. - 1 g - f _ a , 1111101 36 w a b 4 5 y 4 r t y , f IR 7�z WA ,'-fit „!•• f '- " r' v , 'SRS ' . t 1b I t111t'WOW C'�11J aw 11�M'a 1 NM !be iMac M A too f � I. ,' .. �••� 42+tpbtilllberM rM{A } 1. IRS► >B L^wlr/J.�Y Ks!,.?GC ti , i'�• ••wry...r. L • ,.if ..yam.• - .• - r• '_•-:""'^'•"'; ..—a_•r __.. ....__— _ I ✓fir fig _ALG G•Frr�/rlGs ___ i _ • 4 dQC� t !1 � � � '`�If.�.QL? �d/itlT _....., ' �� -_•..._..__ �� _�_.. _.._.�._ ..�. 1 � �-��- I�3 w .. --------------- HIAMBLIN RATTAN ARCHITECTS AIA 1 1112%N.E.I W21S40,SLIME 19111 PORTLAND, OR e7E30 +�•d D -'t'.�'dfi ►/i1rG PHONE. 503-257-733e (61 ll �v�� -. .r_-...._....._.�.•*w,..,..— .r.• �•+r ,-....- -. - ... __... .._..w..�.._w..w.... /�~ri• �• 4� � ) ��I...-��.__., ' .. ' {�,,, � I\I\\••Y//III 1'{tY• r /� Boom L MAI ow le � tj "IZ40r— CAW _ IVA 47 r , _ r.5'• carte .�.,revkawev..� JCIES NO. r ¢ DATE: 5' .. 149E ' 4 1 �-. SHEC T NO. Elm y YT 95-0034, ELC 95.MR7 . r' ,eyuoia Pkwy, 14610 F11JP 95-0321,MEC 95-071�R �• of 29 a. - -_ _�..�::_.. rte.-' �..J In7W�-� ....�-.�.iI.Z. :•, 3`-:�1�IR_r :.. ` - .. If this 1141lice appears clearer 111;111 the doclinlenl, the cloe•11ment is of tnll,L611,11 qua1:;y. CYR ,cN�� I �� i��!I!!�!ii!l!I;�n �i��l�fnli�nitni�-' . i��r�� i�i f!i�l�n� ��i�fniili�nliii�I�inl��il��iliiiiliiirli��iln��lini�lt�rlii��nnln!iiniilil�i�inilii��li�lin��nnl�n+ I�i1�i�Il iii�lili�Iimhr� illilitil I1I�IIIii,�i�if�l� -� � � ��i1t►11��1� •� h • a �'. ...T^! 4• ..1. .. 11'9v�, �. .. ,. fib.}T 7. ..n:T'^W..^ i"f.. "r...,s..i T .J.: .P'. ^'.✓•.w.}, t't rl I - - - e , . - .j•"'a tf r- _"...,,, ..j,'7 . Y f+ I Z~r J Fes. •I' `Zr ! 0*41AJI jm_ lrjgL_:� rto _�.`_?r c— --- ,I/ I lGyyX� _ _ - /r`s"'C'cG' • QG�f:Ctk� I AWACt^Y.Ck5Re C"- A_ " Now d1 r! -i Air-/ _ _ - - - � SEs'crp' _.. _ �4!4eo1f• iwWQ�c r ydfr�1 I . ,. i ;O _ _G - �- Ll 1. ._ I 1 !t - �•r. eco. - - I //Z c;[r 1 �t4'tKli" 9►"b/Y.Q .�~ fti"C-/ ! //z-4 H A M B LI N HA TTAN 1 4 ARCHITECTS AIA GaS j • Y� 11c32 h,',.E.1QQNQ,SINTE 19111 PORTLAND, OR 971430 me DE c.o. PHONE: !103-f21'S 7-7332 — , Schedule P t"� h MART: DESCRIPTIbN C.W. H.W. V W REMARKS " 1 1 Plumbing Fixture Connection L-1 COUNTER LAVATORY 1/2' 2" " " t1r�i �...,1r. ,,•"? WC-1 WATER CLOSET 1" 2" 3" HANDICAPPED PL_UPIB I NCI NnTES WC-2 WATER CLOSET 1" 2" 3" • � j+ + ,� ' 1 . PLLM3 I NC1 CONTRACTOR RESPONS I SLE FOR VR-1 URINAL 7." 2" 2" WALL HUNG APPLICATION AND PA'(MENT OF ALL FEES AND � PERMITS APPLICABLE TO PLUMBING PORTION RS-1 RINSE SINK 1 2" 1/2" 2" 2" COUNTER TOP Olt OF THE WORK. / 0 SINK 2. PLU"B I NCS CONTRACTOR TO VERIFY L(XAT i CA DU DISH WASHER 3/4" 3/4" ORE NOTE NO. 1 OF ALL UT't_ITIES. 3. ALL WORK TO INSTALLED IN STRICT ACCORDANCE HS- 1 HAND :SINK 1/2" 1/2" 2" 2" WX.L HUNG LAVATORY -I.A why*.-•Y' WITH ALL APPLICABLE C70D'�S AND OROINANCF• . 4. PLUMBING CONTRACTOR TO VERIFY TYPE OF HS HAND SINK 1,12" 1/2" 2" 2" COUNTER TOP SINK FIX1`URES AND LOC,.ATION WITH GENERAL ON". VEG.S VEGETABLE SINK 1/2" 1/2" 2" 2 COUNTER TOP SINK ' 5. INSTALLATION OF FIXTURES At;D EQU I PM"ENT } IN ACCORDANCE WITH OWNERS STANDARD PROCEDURE FS FLOOR SINK SEE NOTE NO. 2 FOR L%Y(XJT OF K I TC HEN, BREWERY SERVICE AREA AND RELATED SPACES. FD-1 FLOOR DRAIN " 1 HS MOP SINK 1/2" 1/2" 2" ?" JOB NO. i I 0A TE: .iut f- 99"s Tp TRENCH DRAIN SEE NOTE NO. 2 REVISION- 5*)OT.' /"0' � HB-1 HOSE BIB 3/4" FROST PROOF HB-2 HOSE BIB 3,/4" 3/4" ' NOTES• SHEET NO, 1. DISCHARGE WASTE INDIRECTLY INTO FLOOR SINK ' 2. SHE PLAN FOR SIZES - VBPIFY WITH OWNER ON SIZE AND LOCATION 3. ALL HOT AND COLD WATER PIPING TO BE TYPE L COPPER PIPE WITH ' 1/2' FIBSR-GLASS• INSULATION. 4 . ALL WASTE AND VENT PIPING TO BE A.B.S. ' P '0 5. ALL WORK INSTALL IN STRICT ACCORDANCE WITH UNIFORM PLUMBING CODS. ' 5 . VERIFY WITH PUBLIC UTILITY FOR LOCATION OF GAS MMR AND SIZE OF Sequoia Pkwy, 14610 SIT 95 0034, ELC 95 0487 PIPING REQUIRVD FOR EQUIPMENT - SBE SHEET 8-2 FOR LIST OF lF OUP 95-0321,MEC 95-0268 BQUIPMSNT. 9 of 29 If this police appe;lrs clearer 111,111 the document, the document is of m;1rgin,11 I'iljlj! Iljlilil lililil�l1lil l lilililtlilil' I I.ilililllililil liliijl�ljlil I Ijllf ll l I�Ijljl � li;jl i ll �jiji �ij� ji i ! i� jii��illl! ! �Illill�llil�ll � ►��!l��i�{�� illlli�li�li INCH 24X MADE tl CH ' �� 1 —i� 13 1 1 tl -T1 1� --to tt It— Iflllllliillujilil lnlllnlii►ni►Irt ii f1�r�z I fr11111111111111111 ilIlnillnllullIIIl1iIlulllli�fll�l!lli�iii!I!nllclillil!!IlllljllnllllljllllllllijtlllllllijllllllllljlllilllllilllllllllilllllilHiflll 111I�tlll Iltl�lllllfiiiiifrrtmr iriillr•i ' I IInllrnil l r . �aAr: �_r--•-••rte,.-.•.-,_•_--•,... I _ X. R i Ali FIX. tI FIX. . I G. __.._.: __. I % ._.�_. _ I , ' •_. FIX. A FIX._ _ I A • 1 F XiD ��PII co L FIX. L E .43 FIX. A FIX. A FIX. A i Fix, -9. IF- '$IX. D •a 01� i ;1 . FIX- FIX. A PAX, �►', FIX. A lip FIX. A � I SLB P#ti All aA3 I i 5 A7 �-- x r PIX. I i ---. - - »ri.>¢c. ssRvlcs HANkBLIPV' MATTA N -FIX x "'�'"` ARCHITECTS AIA 771 1122 N.E. 12RNa surra im 11 PORTLAND, OR 97230 PHONE: 503-1257-7332 FIXTURE SCHEDULE' . .e rrE .rl�rrp��W s • PIXTUR9 A - PLtJORZ;6{:E'N7 OR INCA1�'U>tSSCENT FIXTURF: - SU5Pl��;NDI3D L�'GNT/it!'G � . �'' .,,,�• v d ` PI]LTU;ltE 6 - INCANDESCENT FIXTURE - CHANOB,.II?R - SUSPENDED FIXTURE C' INCANDESCENT FIXTL►t?G - CHANDELIER - SUSPENDED FIXTURED INCANUBSCElliT FIXTURE - WALL MOUNTED (,POT LG>bCRTi'G+Nr. S pl.�£CT, L?.Y FIXTURN 8 - INCANDESCENT FIXrjR13 - WALL Ih0(Jmm) .45� I"IXTURIi P - INCANDBSCE'fT FIXTURE - CBILINq EXHAUST FAN "XTURN G - INCAVD28CENT FIXTURE - CEILINGi MOUNTED Ilra: F IxTURF H -' INCANDESCENT FIXTURE - CiRI L T NG MOUNTED J0® NO. PIXTUFt® I - LIgHT FIXTURE - COOLER - PURNISf+r,U WITH COOI,BR OATS: Yu IXTVRS J - LZ(3HT FIXTURE - PAN(;R NaUU - FURNISHED WITH H00D- , REVISION: !1;t--pr. 1395 ;* FIXTURE K - INCANDESCBNT FIXTURE - 2XTRRI0R NALL MOUNT PD PIXTIT,t)r Is - INCANDEISCANT FIXTVRN - MRCHANICAL SPACE FlxTUILE M ' I.1 r.NT POLE_Z; (P 1YAl.K SHEET NO. ;:IXTUREN - PATIO LIGHTINC, • ?77.FF Fix ruRE Q • I.4t`IpSc.'Op L I M'f ING 1 Sequoia Pkvry, 14610 SIT 95-0034, ELC 95-0487 • 6l)rl 95-0321,MEC 95-0268 9 of 29 t a�•a.w . .. W.•4H�N 1{7N� 1. If this wificc appeal's cleaver 111;111 the document, tllc docu►ncnl is of nlar�jrlal gasp",'. Iil�lnlllliIilCinN IIH�tHRIAQilEli�Mi/!IQl�tI fTi1��,,� I r� N 111111.�1I"�II��;InIIllIi InIl�lIln�(llnrl(llfl�i�illl�lII�Ii�l�I��I�IIl IlIf��I(I�i1ln�llIIMIl�I�1 fTll�l�i �l�1l�i11 111 i �l� _8i�IiII�IiII�IIiI�IIi I w # __ 1- f4 ill 11111ill� 111jillii1j1l1IIIIIIIj1III Ilh�llll IIIIIIIIIiIllllfth 111111111 i!!llli!Ihfil li I I I�Il�jnlf 1 t 1 yi 4 1 1 ~ ; ' f.', • t I� 1 I ' Q • 1 a r f F BOUIWMSNT SCHEDULE I ` THE FOLLOWING IS A LIST OF SPECIAL PURPOSE PLUS A4JIM- 1 j DIRECT WIRED EQUIPMENT TQ BE INSTALLED. COl'TRAC"TpR TO VlSRIFY CoNNBCTIi7N AND LOAD RBQUIRSMOM FOR EAt:N I PTICR OF EQUIPMENT. ITEM 1 POWER Tr COGLER COMPRESSOR AND RELA'T'ED POWER RSQUIRE►MEiNTS FOR COOLER. ITEM 1 OLPTDOC-A CONDENSING UNIT CU-1 - 208V 3PH. , ITEM 4 - OUTDOOR CONDENSING UNIT CIU-3 - 208V 3PH. \ - - - ITEM 5 - OU OORNC - - \ E F1 13 .3 AMPS 1PH. ITEM 6 GAS FURNACE:. F2 - 13 .3 AMPS - 1p{. ITSM 7 - PAN COIL F3 - 13.b AMPS - :PH. I ` ITEM 8 - EXHAUST FAN F 1-GREASE HOOD - 2 0 8 V 3 HP. t j ITEM 9 - EXHAUST FAN P2-13REWERf - 3.9 AMPS - 1PH. 1 ITEM 10 - BOOSTER FAN F3 - 1 .51 AMPS - 111P. I ITEM 11 - REST ROOM EXAAUST FAN F4 - 1.0 AMPS - 1} ?. ITEM 12 - REST ROOM EXHAUST PAN P5 - 1.0 AMPS - .i• P. ITEM 13 - DUCT MTRNA.CS - GDF-1 - 208V. ITEM 14 - MAKE-UP A IR ITEM 15 - DUCT PANS- I 1 115V 1/I2MP 11PH -1H4. 150N. ITEM 16 - UNDER COUNTER DISH WASHERS - 3 IWUS. 4 ITEM{ 17 - OUTLET - SOUP WARMER - V15R3 FY W..:. J REOMTS. I _ ITEM 18 - SPECIAL PURPOSE OUTLET - 20 AMP. • • ITEM 19 - LLEC?'RICAL CC*"r%OLS - CJIS WATER HBATPR, ITEM 20 - ICE MACHINE - VERIFY LOAD RSCMT5. 1 I ; I f ITEM 21 - ELECTRICAL ;;ONTROLS FOR GAS KETTLE - VERICY. ITEM 23 - ELE TRICAL CONTROLS - MASHER - VERIFY. ITEM 24 - E16C111ICAL CONTROLS - CASH REGISTZkS •• VERIFY. ITEM 25 - UNDER COUNTER ELECTRICAL RIWRICBRAT'OR. DUPLEX OUTLETS - 6 CIRCUITS - 20 ACIP. EXTERIOR LIGHTING - FUT11RE 3 CIRIVITS. sum ALL BLECTRICAL WORK IK STRICT ACCORDANCE WITH ALL APPLICABLE. f I j CODES AND 0RDI),IANCES. E'LECMIC'AL CONTRACTOR TO COORDINATE WITH PUBLIC UTILITY CONCERNING - AVAILABLE ELECTRICAL SERVICE AND R1:Q![JIRDiBsM 1� FOR PANELS AND DISCONNECTS. Alb i I �? /j ' ELE:CrRICAL CONTRACTOR To COORDINATE WITH OWNER AS Tb I ':•LY.✓=T TELEPHONE, SECURITY AND SPtA"R RBQDIitEtd"KN'i'R pOR THE BUILDING. A14 A6 Al2 1 - ® 017 ! /J n^ A10 ''� /Z �3 21 A2 1 HAMBLIN HATTAN ARCHITECTS AIA 11122 N.E. 1 Q2r%RM EI LsT'E 8111 PORTLAND. OR 971230 PHONE: L'l03-1257-. 3312 j 'i ELECTRICAL 1'QWR __ 91D 444 1178 I EI.-.EtZ�TR I C'AL_ NO-17ES : I 1 . ALL WORK TO BE FURN I SPED AND INSTALLED 0r IN STRICT AOC')ROANr)E WITH ALL APPLICABLEELECTRICAL LOAD CALCULATIONS rF CODES AM) OitD I NANCE5. L1GH i Rlti-3,520 SFX 1.0 W PER FTX 1.25 4,323 W , 2. PLAN yy;, APPRCGX I MATE' LAYOUT OF L I CIW I NO ` AND OUTLETS, CONTRACTOR TO VERIFY LOCATION AND TYPE OF F I XTI)RES WITH OWNER. � KITCHEN . ESTIMATF,D 15.0w W 3. ELECTRICAL CONTkACTM TO CLXjRfj I NAIL SERVICE H(W-UP w I TH PUBLIC UTILITY. Lm�'y._�.__ .��a4o`' �o•�' mss'- PZFRIGERATION -ESTIMATED 5,000 W 4. ELECTRICAL SERVICE IJK)kR ROUND.. �i �SlF ',S'r�11�id5G� OUTLETS-34 X 180 W a L 5. TELEPHOWF SERVICE UPIUrcRC�'XJND. ! .� _._._ .�___._._.. _ .11E 6. 0C7C.I.JF'I ED ARTA - CnNC1U I T OOI"K:EALr D. 7; ELECTR I CAL. CONTRACTOR RESPONS i OLE FOR HVAC GP X 2 X 4.3 ICa!� ! R APPL i CATION AND PAYMENT OF ALL FEES AND 2,500'dV - PERMITS APPI.I GAAt.E TO ELECTRICAL PORTION EXHAUST FANS ESTIIV�J OF Tl-E WORK M.A.U.-ESiTrMATED 1. 00 W JOIE NU. TOTAL 43,343 W ReVI®ION: "QcPT. 1-425 ,, 5 ,, .. 3 PHASE 4-WIRE 12W208V L i 23 AMPS) (6 I-PHASE 3 WIRE 1201240V (189 AMPS) r PROPOSE A 3 PHR\SE,4 WME,4".01208 V 4M AMP SERVICE 1. C0NT.RA,CTQR TO VERIFY LOADS AND COORDINATU DM'AIA-ATM WITH PUKIC flHElT NO. UTILITY. �. COP:i1tNrT0R TO REVIEW WITH OWNER FOR OTHER RM17LICAL HOOK-UP KEQU[p '.LNTS. A, SECURITY SY9:t'fEM B. SOUND SYSTEM ,equuia Pkwy, 14610 SIT 95.0034,ELC 95-1)4H7 C. EXTERIOR LI13HTING REQUIREMENTS (jUP X)5.0321,MEG 95-0268 D.TELEPHONE'iYS1F.lb1 i fi nt:'9 If Iilis Office appears clearer Ili:ul the I document, file docuftwilt is of marginal qu;►�:;�, !�! c<<��1�!�!j! !��i►!��i�! � !�ij! �i�i�!�!�t !�!�i ! !� ��!� ��!�� ! i�!�!�!�i �� i ! ilii►i!�!I!I! !�!I!I!i!�!I!I! !I!!!1�>1►!ii!t � '>r��a�� _� :�� ;:�� ,!�!1!I! INCIi Mme 0 cm 13 w ' 24XI1��lim► ";r'�--'."" ....�. .:+-s..arwrrv-....s•r•. ......_r,..•a..we.w..•.ww....+...�..,••,,.r.........+rr..••-...,�..- -.�,v•..._.......... .. . I A , t fit,. I I �t I �_� , t- I � I , 14-3 I , c!I t 1 t 1 1 1 h ' �O Q� C` N s Q ` Z co 6 ? �� _ �• .��_ .-__. _._. - `� ____ lob ��• 0 � ) IE•160.0 12_9 I I I I Lj t i i !_" �_.., I 511NG E I I ` i I. 107 LF I EXCONCRE ' 6 ' i I 6" DIA 5L O B OSEQ I PPUILDING I ct- I \�ti \b2 +►�-- - - --- -+a-- - - j 163.4L> 6A?0 I 1 x x T x1 CB j I RIMy162. I SWR 64.5% IE■159.01 - I (WNEEL STOPS I -� SERVJC TO �15 LF_. I ►63.1___ IJ63.1 L ROOF- - - --� - 163.1- 1631 4 t- . 8' DIA UI?AINS IS■ /. -- - - ---- - -- J IE■ 157.6JO x-100 LF BJOSWALE S■1% BASE•1.0'_ _ _" - _� __ XEXISTING GRADE�v80 LF 6•• 01A I ,L�a J 1t ' �tta`a- S• - rFq- ING Fall bra �� 6C PROPOSED GRADE ! �J ,11 . _ _ W.M. S••3•/, lE•t59.0 -- ` -- -- __ _ —� _ — EXISTING. SIDE ( n W ,A@ I\ t�'1�� (°. 6 - s� - ---� -- -- _-- I 6�' �� — \6 .h /! a a�• EDC h� awr ar-s ra4x r--•_ �'� .tea- r•-_a .w►. cv�. �� asm l�v ..�. yam- ri•�sa- area. - - _-��• .IC�a --_..� s� raa w� sr�-• �` i p DRiVEWA�'-RE'?LACE V EXLSTIIy -`--- ---__-..- W ----- - - -- - ---- --- •- --- I WITH CURB 8 GUTTED CURB 1 REPLACE. SIDEWALK CONSTRUCT I r v� DRIVE WAY i f lu� i -.�. __-. •- -- - —•�----____._-__._..._- - - ------Ski• -- ___-- � -�� `IE■154.3 (PER CITY ASSUILTS) 111 SFOUOIA P4RKW4 Y CON5VIRUCT I/?' TO — ABASE_ ' • `— SEE ( 3/4 RAo�sLIP� x•-a' uAx. ,o'-o` wN PLAN �1.5' MIN I I rONSTRL+G� t1slnTwAr APRON MMI. JrSAWCVr AIJ\ - 'Aye (SEF rA&IS) - 3 3 I II V 6 _ 57PLG DPo WAY BIOFIL TRA TI 1 YAWS MAOM V4AI[S FACE ORNkAf BLOC1f0UT j ON SWALE DETAIL { ,'��• •a,,.. . . •� (SEE TABS) MA ORAL',[ 1 FT CE RUTH J` t.U. PLASTIC ` J VANES a• PIPE w/COVPUf10 1 -MAT i�MQTH 1' BATTER -WHEEL STOPS W/ GAPS � / �- amw ALOW, ` �� 1• Ht )• R Gf�.]SS ,_ TO .ALLOW DRAINA ;E a,AB AA10 GUTTltn rOrrfwfp 1St c F TO -v A rine uN£ ...., ,�,j , THICK 30000 PSIGREY HEA'��Y ; . '`-T Iz' 2 SWALE_ PAVEMENT I _� E�AN9trh H)` % e' • ' DUTY CAST IRON GRATE (TENSIc.):Sm NOT[ 4 . ' CURB AND CUTTER JDW TS- 1 D GA. ME9H L_ •'., •. MAX 3/4 t UP TO ' Jcwn rfAc n t]N 90cwA X BASE COURSE--�2 r ulvr nrx aR�T A"0 , (- �'ca+sTwurr oRntwtr A�o�l f — - � I, SECTION A-A A I FACE of afRs I. FtJR USE ALONG MEDIANS, GUTTM: MAY BE REDUCED VATH PRIOR .- ; I : • o- • �.. �_, s'-o WN. I e-tr uw. APMOVAL FROM H. •• Via- • -o'-s'-D' u,ut tS'-_o' THE an E>rdNEtR. •,�� .-. - `'' - -ELM i c:�►1c>REic T) HAVE A BREAKING STRQICTH OF IOCY, P,S.1, AFTER 21 DAri OV T T •�}r�"�' OR �kIG p�AM JC T a• EJ3�M/S10N PUCE ADNLW ALONG AMN mu M1rJ C, j -)_,/7• EXPOSURE A. TO BE PROVIDED: _ PAMYENT SECTM •Ok 40 "VIT IFLY PR)OII 10 ---� _ ,� Al EA(7� c'pNT GE TANfw•NC1' M T)HE CL:R9. PC)UfTYMi MC1M COI1(:fHETE — _ 2 AT EACH Cq,D JORHT. J AT EACH W. OF INLET STRUCTURES, STANDARD CURB eLEYAnoH -B Q Fill NETH 4� AT Ewal 1710 Or DRIAwAYS. , -- -- -112• ABDVE BASE a AT LOCA T►'7f1S wECF.ssARY ro UA1Ir s+PAafHo TO 4� fTIT. i xsra3; o' e, MATERIAL TO aE rRE-MOLDED. AP HN T 90ftCMATI D. NON EXTRIA W4 I SAWO-7 THROLICH CUTTER PLATE SMALL BE MADE AS CLOSE S r �� _ + VATH A °�'4 1n !O GA.STEEL COA TED TO CIiRe FACE As f�OSS18L _ • ooNnurncTN iDlferSa INSIDE ANO our W/ 13O1p SFP- !U`�`a I 7. r.OAAPLETE CURB AND =TER SHALL NOT 9F- REWAX UNLF$$ •' • l DIRECTED e1 THE f14CINI:E.R. :. ' " '�' j '' � SPAMO ro 9E NOT MORE THAs to FW. ASPHALTUM PAINT L r of COMPACTED 3/4•-C' A=tEGATr a THE MTN of THE JOINT WALL K AT LEAST 1 sn IN01�x _ N�� { 3. WHEN STRAIGHT a,RTTs Ant: REMwEo, A �af�Ml�r, OF z tlQlJ;3 SECTION A-A a 9ASf ROLL t•-o OR �•4•-O, ssx ccTMPAH;TIDTA BASE floc Sf1ALL BE To N �'• "��6�NFER Gfy� ISCQ:e I"•2D� Lac' f'AITAIETII F7�M T}Hf /,ICE OF CURfH SHOULII fHF Rf.MgVT.D SUSOLADE CO STREET YTRUCTURC OR 4' M OEl r4. MA•cHEN" IS OREAML t1, INE \\ ANLL Pt rr :®• I. CONCRETE SHALL BG; COMMERCIAL MIX. i alRe /fllNr sHAu 9E A TROMATIm JOINT MATH A MINuU14 1/z• RAL)NIs R. DRAMAGE NLOCXOUT - 3' (NAME'" PL,-MC PIPE 24 SGR. J ' 4. PAVt EKTIRE LL BE PUTT IS REIItl�fI TTHE OLIT14 r, ALONG BAM � Cvag. ..__ , `IZl wn �JJ -� PAVF}�ENT SHALL BE C'J' CTE AND A !r NEW U TTF CONCRE7F A I.D. PLA'ITIC PMS[ MATH CQ1PlINQ Q SUPPORT SHALL 9E PAVEMENT, (S W`TH T11E NEW CLXT ?D P9t 0M.. 3' EXPANSION JOINTS SHALL BF. 'Ir PRFM()LM AW4AI-T IMPRf;CNATFD B. DRAINAGE ACCESS TIMOUt7H E>osTrrlo Q1ReS lNN.L BE COAs OA1L1ID h1 CU71R G OON - $UPPOR( UNOFJt P'AVEMENi. (5� VALLEY OLIrTFJt l)EfMly). MATEWAL OR EOUAf E)fTGlt)INU fRCM1 SUDCRADf T� FW1�,7{ pt,Ap� SAMA CUT -]I lTCM-LY IB' f.A01 WE OF r~ AND REpQAED 10 FUL DEPTH OF Q1R8. �� b � 4 i CURB KNOCKOUT --- �, cry°�, ' �� Ef 6-�c-9c. 1 � •� COMMERCIAL DRIVEWAY /� TRgFy1�+Ev ��,AN �. h�� Ija) FOR DRIVEWAYS _ CARE, AND GUTTER INLET DETAIL- ShneIt Et►ou�ACM Arr.oKn ...-....�.�... i � N4wA0AC[ A�o�IA bum III' I CITY of 'TIGARD M „, w qx oraxr CITr OF- TIGARD 'A"; 0O" -- �� QTY OF T1GAR0 �• •• M.. AAYLLL MR p4 ►� _--._—_ tYi 7-�-tl ttI[TM7lQIw�lo�i � OLT T.tiy a0eTA0.fWt•Mf70r OnR o.a.raR I SD uoitl Pk 61T 95 0034,ELC b5-0467 A�Ls�awa aue� q Pkwy 14610 ""'�+�•�• Blip 95•:1321,MEC 95-0266 11 Of 29 ----• i If tisk nolice appear dearer Lh;In file document, the document is of marp,Jnal I(I � I �I ?�? fi�� ►Iffi► tllll I ! 'Jill i1I11 ► ? (?(? ?Jill lig1I CD _ iNCN kAait tlr a - It�ll(I�i►IIIIliili mllitii � �� ..• ti1t��It i+ ii1►�iil�iiillilli!:l+4iiiiilliiiliel�lrlll? ►iililllinllllilililil!IInIIIIiIIIII?iIIIIn IIIiiIInI+IIInIlnlhtliir�lnil iiiihiti iiNhiiiliiii�if�i ii�itii ollit, " thin, l 2 4 X i i • i I + f ! W � 1ILU r r t C1 ALJ c' fI t"•• � y _ � f ! � I ; 1l i C • y Ir ti ` � i I� r CC GRAVEL CONSTRUCTION £N TRANCE -- - I , i Seo 0 0 I � ----'' 16 �U t I y / SWALE �+ = — , ___I STRAW BALES OR f � } 1 I`` �y� Y -----� s• sn ,. 1 G rSEDIMENT FENCE SWALE STRAW BALES SEDIMENT FENCE 0iOR SEDIENFENCE ppK — """` ^"" r. .•...� � 5 1 i r� Mor- Mier a c ma errs SFoyoIA P4RK�N4 Y us*s'°u" w cttacn Pk•�win rinse to � swaJo or ditch - 9"40>ric were II 1"by 2-ry 14 e•.win rr.i•r 'r . fabric or•quiv. � �lipCl�� t � � f b&ied Nr or straw' �t��sI?V 12'On CtR I i j 4�Jt CCOS r I r rftier � ' "+�!�-,, '��4�� a`�b�•. ��,^ � j a I i � �•�.J Q 9f:�° .,t: ..,... MftVMW +1.........................•..................... . i , f't+..e=•� ��r.a Vit: . ;� - - 1 � �L,. plan , � . .� ( ! C Max. 1 , Notes. f pQa, d v�. -1 �/ i ! ; ► , w •Embed ba1r.s 1 ro b enc hrs. � ! / • •o o'pQ�s� "• Radius.25'm:n. o•p •+ Z"by a'wpori�ri r, , •� + / atandartlor'.dsero� I •� 1 •t7rlre stakes minimum 12" 1 eqal slirv.rta:Sad into around surfa,r. Clean Pit Rur or 2"-1Kirtos Gravel fayut�0 `./ Su rade Reinforcement depth � Notes �g rt:e t'P Ceotextil Provide F' 'Bury bottom of fitter e,u Required u11 Width material in$"try 12- 2..2"x2`x3'peas(rich bale of Ingress/Egress Area* wrench �/' •20'min.for single family and duplex residential lather fabric ! 2"b 11 a.win ! fabric or aqui 6 (D r Deb?p SEPT 1995 jsection ov'rlap sda�f � ��:af��iGirdEe�t�'�' .kale� f!•X20• a � !,�/� . •�, --' a.'1rt..•-� Drawn L,1,1 Straw 88JP Sediment Barriers MOON�) C j In Ditches or Swales p 3o Joh 95- 46 ' t ;-ans Figure .3AB Cur,rol P Erosion Control Plans - —--- + i i Techni a' Guidance Handbook Straw Bale Sediment Barrier Technical GuShr�l Guidance Handbook Gravel Construction Entrance Fsrosion Control Plans Fi ue 3-3 1 Sequoia Pkwy, 14610 SIT 95-0034,ELC 95-0487 i Technical Gltidante t�undbt' Sediment Fence BUP95-0321,MEC 95-0269 !! 12 of 29 raa�+�urr ws•,�L�� i .. a _ _ -..-. ....w... ..................,»..�....,..-.,.,,. ....,..,w...�... . .. .,..-...•.,....�.».._ ....•_ .,._.. «•... ____..._....-,...__�..._._._,_ .... ._._......_..____._.-.,..w,......... �.�.:.. __.-:�,,_, .,..... ,;�+tR i�..1r�e!ug�?� .31t �!;�. __�'��!?. .' rai�'1�w�1F-00�� ss' If this no(ice appears clearer (11;111 the document, the document is of marginal (I jy. 2iji !i�i{�{ij� ��t1�at � � � � •E �� i��i{i�i!i{i!� i{iji�i�ijiji i Tjijiji� ijl{� i ijijiji �ijiii � ijijiji �ijiji � i{iji{��►{I{I�L�!I�l{�•�t{ij�f u�;�� }��1��{� (tMCM 14AOt t:,mt ter. " .•.: •1�111►Ilff!�if Inf!I�ir' �`��r; - � �� +�1il�nl «n!IfnIIIlflflli,�Illflilfflfllllllllilflflllltllllllflfli�lfil►fllllfiilflflflffilfflllfllilfflln�llfl� I�nll�il ill�lln i i�ihit► f�N ►1 ttil�►�� h� . ,_ =� m!fn , 1v l i t I , FWAP Celli%fry Fan net oriel 1Brom361 _(input _000 f1+11►r _ """'^--- " 1 _._-- CFM dm 0 25"S.P. output) W.000 6w Electrical 115 volt, 100 watt.1.0 air - 1!)50 cpm �'S"5•P _ ------- - ----- --- Ope ri W'QM 15.0 Ibs _ -— _. Sones •3 _ 115 vdt 1 pha+N, 19 -• .____ r - O�eratirt W*0111 Ibs- —_ Make Up Air Unit Acoessoriestt►etmoslotw>th rm del Phoen►x PoSSW _ CC-1 _ lrE�IiZ011b1 Coot .,•—�-' _ -----.____ M "S P. 4.000 drn 0 7" r CO3AOW l r �► c.F 3 - - ---- __. __ -__ - - C;� 60.000 beth�s-1r. a• - -- _ -.r.._____ Eledncal 1i5voh 1 phase. 1 H.P. � _�Ibs - _ _ .-..._ _ Wry _ -- O rat r Wai ht 618 lbs '309 Ibs dry) AooesswiM __.- -_-_. mator,yurnpAfloat ktt 1►1 ` " ) I High Efrciertc7 F#aizar>�al '� l t' i" .aaur -t�f 1 Ind r WI Gas Duct Furace Moa.1 _ Owi.r saw►v115-1 w__ ,---___ _ _ E300SG09 -- _... R��..,�ca eL Model 1 � Modine DJ Healin�Capr�tines-.w. 1181,000 Btu ,,,., -...._.•.. ••--,.---_ .__.. 10Xto CLIE" a Headn�(Inputs 900000btuh Hes4n�C.apac l( ut) to let N 1.11 wifi3,r + � �. HaatinQ(outputL _. I Z40 000 btt►h —"__'_.__ CFM _ 1 t n �. _ Ou r - - ____ AFUE. sm ,�p. �0� � ` ,/� A.G.A.Etfid.nc�► �a0— �- f Electrical yo,k Elecbrtcal _ 118 v�olt._l �ht __._._._-- ,>}0 4 O rest We ht 26�I Ibr 25 wk thermostat O rafir H. I N' a E ,;rku, _ _ _ _ _ _ - M tA. r .a OLE -1 `1 Accessories Med+tltlpl Mtxfulatsng Gas Velars Accessories MrerrnoWt �A •---- _ _. __ �_. v`^^^7e ECAN - wM Stainless 31ss1 Hutt Exd►arr�er OC-? 3A06-0 -- I Irlirte Centrifugal Duct _ � 6o.Uoo beth 116-" Fan0 W4 so ItE.AlE(( - �rtc�� k.tiL.s Lw.�,,;.t_ •It)1'S) Modell KanaflalctKB� _'A•1.-- 7 CP 1296 dm�3M'S.P. _ .. r► �' > .._.. _. __�. .._._. Electrical_ — -_ __ . ___.- _ M.P. — lettrical 115 volt 150 watt N ! � , , � 10.6 lbs Accessories� ht (Variable s control _ ._--_- _ __ -P° Electrical 27i10Yo12. ase, Sones 3.2 _---•--•-•--------- Accessories _ itharmostvt __�__—._-- r _ CU.-1 & CU4 Outdoor Condensing . ?Ila ` I �/ Model/ Carrier 38C.'K060 --+-- � Elt:ctttcal 3 Ph+�! =' Uoolin� OQObtuh _ ra�n 248 SEER— I _ Wilk or Conde Model 1 _ Carrier38CKQ18 trio t •cwlincapacity . ' rating Wei _ 1121bs_ SEER __- _ _.._ 10.0 ____ _. ___._ - _ _—___:_.__- -•• dw Type I Grease-Rood I I 210 elf _ _ Haltors K1/E-1 168"x�"X 211' — — - - - - - - - - f CFM S.P. _ 4.200 dm t�1.75• s ` I Dud Fuser$ 13"x,,r()a)exhaust: r x 711 Do I I �•�' - . back nless 51ae1 filters Aooessones 3`standoff� .KSA stat __ I / i •StauMess steal hro cabinet remota located) incandlasatM, , �►nSW 8-102 Fire S_u�ressw_^ l �1,��+:r_ _ r ✓ f I i I r�, i _.__ *Tab Capturo Jet Fars __•�~- _._._._...._ ' aSA POT 12¢ 1 I .,q i. I �l Grt' Exhaust Fan Model# _ Loren Cook C21 OVHI OB ! D ��v o ,Ick ls)Att (nv,t1 /405 I - `__ (-rip �) Cha I �M(�"S ®13/4 SP. _ 3 H.P. Eler�rical �volt s-- �10 1oQ5 I O�eratint. 274 The - I Zoe t---- \ I 1 ,� �1 � \ l • Sones � -- Accessories � NAav rPlr.lrJr• nsasetsrminatvrextracbr �--�, x I X + ,,,, g� zlo Lo-State In4m Exh"Fan - t _ _ -- j1� Ie Model,t Brown 637s IC46� FF? \ I I I CFM �"S:P. 706 cpm @ .25-- S.P. r►1 i \ I�'� P' F Electrical --- - - 115 volt.4.'35 watts.3.9 O~ rata --Wei ht 37 The x� _ y _.____-_---•--.- -. - . I � `c ?. I � i , tlAtlrlsi� r�liMr.l I '^ sones 110.3 llV f fZ� r _.. r, I - , -`1Aa1J .I" ir, wdy,ip IJ Aii � •v" r_=....F,., ? ... . •, - 1 I � IA .IYAr b l..'d►u Id nl :( .t• ..��, F) ..4 I(1.,\1. ( ,, I _ _ _. ._ I�r--' _ _ ____ _... __.. __ __ - - --' — — --' -- _- Bower an -- - --j ' I - - -- -- - - _ --- _ � I Modal R _ �Temlund M -2- •.. . CFM -S.P. 235 dm I - _ y ----- ----�-. Electrical 115 voit_1.51 amp I ] O resin Wea t .6 The I •• k s I I ' w� + Marx B f11F�100' 500.000 btuh -- - -- CAV Ehw.*Fan ..... l _ -N•1 ++' I � '� , .x------ ,�,c� �. _.+_____.__.____.---_ � s t V(?i t'2�3 Model I" _. Br�oan 361 134 tfm 2a�i S.P �� >, Elec�rip_J _ ..__ 115 volt 100wMt.1.0 .� ._ _._.- . .--• c. �:'R�1� an Svc � I N•,'Nnr N ILvt: 6,) r�Rr s, E;r rW A�._._��R,1�t;.._l.eOperating W_e�M 15.0 iris Ikrlr 1� - r �.!-I I + cwt wA I, _ I N;` _ ._._ _. 8t6 I� Sones 4. QI'fY OPr 1'I�ARI� I _ y _ " - tam r� -C:,hF•I I �n ✓j ' , r l�f'S'Vp�r C..'Al'o Il:4C•.Tr hqr , '1�IrD 11 qM+rtr,...•..•.....,r111111111r.•r,rir.•.:tltit 11111:title/li ifs f .�, ± .',: I I , i.) E8PIdItIbnA11Y APafdved uluu.nn r:r:::rnnrr:unll+ulultl� Of 61`11 "Mea W06 a9 dill0bed'�' I I I 6/if>I!woof tas follow ............ ( ]: AftiCh................ -.....r..................... �t I �``•=' - — -- - — - 11 � '� l ,,� /{. 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MN•r+•.•-irMl.i.+► ! •. =- ' r ..e.-._r_,r,y. -- --_'_ s.. - ....-..-.__..... --. .._. _.-.r__:.._. �- .. _- / /�' �� •..•.••-..r••_ '+R} � a' o SI o , INCORPORATED � MCMENAMINS BREW PUB C r APPROVED QY: SCALE' /I DRAWN OY 7 DATE: m r i Sequoia Pkwy, 14610 SIT 95-00.34, ELC 95-0487 �+ R /►�� DRA,wsao Numwp z F3UP 95-03?_1,MEC 95-023ii { IC�ARa SJR• d 1 ' 13 of 29 _wnl m1 If flik imlice Itppears cleat-er th iji Ilse document, fisc document is of mat•gin;sl qus�r;;y. l►�0��j�ji m1111jl'I1i11 IjlJill 111111 Ij111EI1I11IIf 2, 4 X C D lll�lni111fl�lililn+ilttliilir1►11 i ilillfi�lft� i 1111i111111111i111111IIII1IIIIIIIIIIm"IIII IIIIIIIIIIIIIIIIIIIIIIIII!II1IIIIIIIIIIII111IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIfII!II IIfIIIIIIIIiIllllllfllll�(III 11r�f111 t11�i1�11l ! t n�lnl s„ I 1 I 1 i i I l 1 { Y I i I 1 c1..ts •;F R1+ 12GT 9pf 514 Nrn I �)(�� >✓((-...•..,.1�.�r.b 1.� r I 1 O S F�uE cx l r51 of R 1� I zO s� O t ( 0 a� 7G I 1 • 1 L r,un_ Kr�c,Il5t I I — • AV. 'il n 1 1 I1VAV MC•IAPOAATEO r 1 MCMEMAM9NS BREV N8 0 n SCAL E: I Ar�F woven BY: DMAWN BY ogre e' �f, iS IRtV11ltD r r x Sequoia Pkwy. 14610 SIT 95-0034,EIC 9 -0487 13UP 95-0321,MEC r 0268 14 of 2.9 CDRAW"NuMmt1' n If Ellis 11olice appears clearer 111,111 file docunlenf, file document is of marginal ia�l��ili��► l'!1111111111 > >1If{+111111l Iill 1'!'!111111 1 11111111112 X lil�li{�III{hfi� I►�illiN i�1i ►�1 � ,(�i�ii1�1111 (IIIIIIIiIIIIII{I{fIi111I{I{{I{{1{IIIIfliflll{{UhIIII(I({IIII(IIIIIII{IIII{IIIIIIIIIIiIIIIIIIIIIIIIiI(IIIIIII{IIIIIII Ilglllll IIIIR(IIIIIIiIItt�l Ii�Ii11 111�1fff � � . i11I1►tll I1 I 1 P �f ttq 1 F-3 CU-1 THRU CU-3 Physical data and dimensions Dimensions .a, .:. _ ,• , 1.(J\ '. __ <,...,. = INK° ,law..M.i..WAR..`NARAA•*ala s•.IAL � IYII)nAIIIOIIIYwON.H NA w�lier�il mmrn nxl•a.ru lln w.l•m •T4 • . ' '� I -. .,. . awww.mll liW 1Am lana n,l4wrNl*L•A/It ' ® � I UNEN1 RRO R LACI. ,m w1ACNF°,ATER'E 5°111 ,LLT! •.• • .- Y'r.m.Y .l .epn ;-_ Ij It aW N9aE 5 T10NS I7J +� ., il'11064.1 vosTIIE' LpNp UIE cow N) "•°O°'al Bm a If�j I I .Tri J I I O 1Cm WrIfE �� CdL WITN,1KURlTER .. ..--Aa. L L_T—yy ShWo f COwgh mIRIN4 :it s fO,r1 t 1 � .— . tw(E REOl11 FOR ACCESS AAO SERVICE — . ..) I =* 210 T/CR•HP DIMENSION EULE .wlw ,xs,u. I yll.� 1. v m..1v.•1 ,4r.R Sin A • C OI T411. Motor - _ 210 25-12 45-1/S 30.5/8 3. 3D T--220 Ru C.F.Y.) 6 rI rwYs'Ir m•+u F- 1AODEL IDaA ou o:1 am A ;tiR'.wtt� 90 0 0 BH= .210 VCR-HP UL LISTED HIGH PRESSURE UPBlllST CENTRIFUGAL ROOF VENTILATOR CAPAClTy CHART OPERATING WT 101 )0 e6 REal1q.CONI __ I rll' Illy ant i• PAQUIN r+Yfu9 YOIa fn nR I 3�•T I 1 Tt101 22, s AWYi.Ip L mm C .W Melo RoMilim LoXII10, (1Yllller W Auu11AW 4,yp0 No.• 56 6t _ 67 •ATT rlp ra r• _ DN. Is11P 11.Ipn. ml•i IA )76 IMI �6 1 ZII 1 I Colo Acta] 101X1 raR{ I 1 ,1 RwI gnvm 3 1[ J I• 4 1A 19 T70 4953 I F,c1 Al*11p n) t f>D 2 01 2 01 FAN 12 /00 1798 .3 . p. RI (a-yN*01 16561150 1 \ 1{16 353 Aw A3i 8. & p ,0R„W 1¢+azmty 1 .1 N. I1. I I f 1 NOnRR0 C1m 975 X10 11.5 925 eRBS d 19 1 RSC 10101 MO I 115 OMENS1pN6 1 SI B II 11. 1 11 Cmw116K.1 X314 1 1 M L.RiPs A 2,.I's °40-vb WR3a, p 2.219 owAar. A • C D I I 0 M J K L H • r 31 am 31 1 C 'JIPI/2 Il'IUII LL N. In .,. K K K K K K K K K K 30CKOI• '• o lu am x1In0 wn N 0.414 1014 Iww a.w ILN Iwle a ne IaN Iav1 av4 am 11 3 OIAd Ou5A1Io-K.) D 122 2.2 ' E U6 C 117 a.1* 2,.17.,4 1111 N 1vn4 INA 1N•, •2.111 10.14 =6 aqN I"d I0.111 NS, I 1 10TI 0 M a-,n xL1•IE X1110 N IIIb 10141 'A3Y xbll, IA.as M1N1 aln4 10.N 10.1R 1", IOVH MAE& 5136 NaN,aN e,Nis,s1I F IR nl G 1-I L9118109d 0 IM 2:1141121.101, ix ]N 111/w WN 197., 22,11. I,Qn ILe11 22.,IN IoW w1r I1-I4 3p 1 EIQI /11 1115 3151 0 IM a lss,ws 1n. Is Lln 2114 V.,. ASV a 21dn0 ,011 141`2 4 11 1 I I 1 1 .1 1, CpMNCE04(h) 1 ,a 0.14 ,..1016 ",a N 111n1 ILq 11AA a.v 4.11 Iwo 0.111, 101A tap lalN 1 51D5 1 1 1131 - �A(' SAR,co^{•r, N 5'5 1A I Its rip r wa we N Nln6 ws IAL, M". Il.az MY11 sa'S6 ,DLI ATI, IavA 1 . 1 1 1. 1 1. t .p 1 WI 16.9 LIQ,In.{AE RYm J No 111 22-1`2w1w, "Is N 11NA 14.1417. 22-1. IILI '"T, 01/11 lain W4 IRS. 112 31 (�. • IE61 {5(9 11 4 t C4r1a,IwNIMPT n,wa•1 K Y4 I 41 22.14 WINN a o N MAI 11,14 1117., anM 434 I1HIn4 211111 10.1. 10 114. •ob{ 1 . .1 1 .I I . ;.1 1 1 . I .I 16. 1 I -RSI.woo is fix M)15,�r0.Ax INy1t�,l y�Npn N1 CMIDFN1lIX1.PNIcE,n On gipaci w M g1T4 uM10N1 must w II,FN9b E,siss.w R EsEo, 1 117 1,-141 MINIS 37.14 ]N 111116 111* I03I 22.11. 1,.11 11011 22.14, 10 N 35 OM•5 1 4691 1 1 G'J x ,w a M104 Sv1 24 ala a@ V.,. Mi'. a 0.p, Mn1 14p ,4m u.14 2092 I 19006 q 1 4 t �, 1 DI a x1441 1W In ,14 22+4 a v1 M14 a Amt Ma16 1114 N N 1 215 N 31615X4 11. IN 114 M14 anM ]AYA a O.Inr Mae ,114 I• 17 lia1 T] a 27.,014 221. )n 01R 014 OIM MY, E. xLIN M0r5 Wn MR, 7114 38CK060y 2.14 20 No M101, 11N N all[ MIn 0-1M x,7., a xLN1 MY14 1114 I4"4 w. I x`"•00{ 3 rj96 1 4161 1 .{). 16 1. L. tl4 >em 222° . sIm s9 a .w o9 3 694 9101 5615 11 - 1. 21. 11 0 I 10/108 wN6 816) Ii 9R91 I6 1 i e6a el 1 I u 1 , w1� 2 . o I am 6192 '0 4 1. Ns 11 2 • M1,1wRksw N•4Id11K �•• 0 2 . 1 ° MODAL: KVE IrK IMI n1A, 1C .OVIf11 OF MI. MCIl ttm •O .m. •INY* I. pv1.lRnsm . p.y tl s* veY1oAIbm nouIRMRI2 of THE •,yr14X1)r ww14R 4Is KA„IK1.,IUlWea'.VI,1p,lunm.b,,,11•Y. T�,, (Two SETS OF COLLARS) J"'1Sp1CL1O1 Al fIE W •A't FEATURES *rrAti.rlla,..• UVtt�Il) Thea heavy duty air coolers of commercial-quality hotdipped are specifically designed to galvanized steel Ready-to miscall 48ta_- S.S. FILTERS CKSA) e EF-1 COOK C210VH10B Discharge meet the rigorous demands of special heavy duty motor. High commercial, industrial and efficiency filter pads. Long last FLUORESCENT LIGHTS institutional installations. ing, electrostatically applied, INSULATION Features include a sturdy Q' lUM Iniad,your choicei double steel cornered abinsize: et of 9 75M to 21,000 CFM. —� SUPPIv FIRE DAMPER ! 35}" 381" OPTIONS s 414w>MAw w rN� 1 .1 , , .. 4 .,_ _ 1311 ® �'1- INCANDESCENT LIGHTS f µ tT 111111 t NRY w W. I Nee, Ilr r ••a ,.I. w r1, x , e , x r 1 , 1 A 4 a w. •� ww ww ww ww ww ww ww SWITCH PANEL R iY•t Ir a • A• I 14 Itom • n m w n RRals, . ft w w rI - _Z 2, r r m > x11 ,r r w r I�1 w n • AR w M•• • • w w al ,A w M .w lRN Re IN " w f• w w w M w low r w w w a FIRE PROTECTION R ►1•R u R e u • 0.11, • • • w w wp • [I• w w w r ,x 11• a lw r w r w P M a w w w a, - 7• NM 111 0 e N l is • • • w w w tw • M w w w a 'x wawa w D w w Ira al r w > 12„ U.L. LISTED 11M Or 0 • ,I, • nM • • • w w w a • ON w w al M It w a waw a waw a IN,a •II As 1()8" V/D EXIIR{J$T DRIN[R 7111 7711 V/ [XHAU$f DAMER 12", VM 0 s 22 1 • 11R W s • • 1w Jw w 1w n M w 1 n N Re 12 w 1, Nr M w In Fa •1 w 1, 11, IAM s • s N • RAW • • • ,w W w w • w w r s IN N 1,•M wr w s> a IRS 12x10000•- SIDE SKIRTS 6400 s • • u • . 4KW • • • 1. 400 w Yn w w r s r 4 a4$•1•lr wr s1, bM1100w1'00w I -� � CEILING CLOSURE IR00 al• • • a .RW • • • www M . n1. w r s M u I•INMww wr wr a w .n re111.1A•R s4O•M ayRTN ovnaT nllcT Ld STD. RACKSPLASH I0 13" I \ I ® 7• INSULATED BACKSPLA$H J T—.. STAND-OFF-end i bacli 5'� PHOENIX are baNI sed teas xnd prose- 351' � 381MATERIAL MANUFACTURING, INC. duces performed in accordance I nnW3• Lertifies that evapVe with.AMCA Fvbliatian 211 and 1 _ coolersshown on Page 4 are comply with the EXPOSED SURFACES Ilcrosed t6 bear the,MCA requirements of the 18 GA 304 S.S. A seal. The ratings showndAMCA Certified Jig: 112tings Pr•ogCM ALL 18 GA. 304 S.S. RE-FUSE COMMENTS, ii I I SS Fire Cabinet on end r A 1 lA 1,,w•wwr 1�y41 �' 24" w w w w ww ww ILA. ,11•x,1411• I Rw PKIA Is of • IRM , a • 4 - S S ESA IRI • IRr , m e _ --- FILTERS 1 1.1I • I1WN I A 1 IN e jwr Mw 1 , • TO AIR f a N 1 • ,s 4 w • DATE DWG. NO, ITEM NO. EXHAUST AIR INrDRMATION . . IG 1 E1� 10/2e/94 _ CrM SP YL SP f 1 • cfa &a1 0 • � I • Mat AN lwAN w. w w1 w • PROJE[TI McMenniaen,• Yub 7733 ,64" / ._1 e411.e04I I1DT IfiL11C60NY{L06i6-rRlEwaarYlaD ^- ";T UEs LOCATION, Coluable River CAPTURE AIR INFORMATION R,rRRTl MAU-1 PHOENIX PD8800 CFM _ SP MCMENAMINS BREW PUB — SCITE. I nooveu Fr. nw..wN eT SUBMITTED BY. Reliance Marketing 256 .9g" H�'L�IA oA16 ___- Rxoleeo — SUP 0111 95-021 MEO,D SIT 95.°D34,EL095-046 H- 1 HALTON KVE-1 TIGARD, OREGON ` SUP B5-°321,MEC 850256 750198 w ], .L IP1ttlC OM MO 111p(N CIIImrI11M M3 If Ilfis ooliee appeals clearer than the docnnleNl, the document is of mat gival qualay. 1 T24X pp1IIIl I�f1f�I`kilr��1111 } I!iI� I�r►ifl�iflli�rlllil��Ifil1 I rlrflli�ifn� ilifii��ilillifillll�Iflll�lflfifl�lfll �lff } - I{li�l�ll C. . lilun N11h�t nnll� ` ' I inn mdinl mduutidnnlni�indlni luflunlmdintlnlnll nllll'� nnlnmunhlnlinhlnl imilnl mlhm nu tilil Ih nhnl� F- 1 F-2 CARRIER 58RAV115-20 EF-3 TJERNLUND HST-2 DimenSio ns - T.� _- __�- HST-2 POWER VENTER SPECIFICATIONS DESCRIPTION OF APPLICA!ION. M(YR)R SPECOICATIONS ed as a means of gide Wan Venting 24 CLEARANCES (In. Performance curves Us ! fiLEC11tICAL DATA - volt coalrolled aWeanc:as which require Vutrc 1 iS - a Post Purge cycle This Poww Venter ,.OTEIITII');esaare 4MVF AT TOTAL SYShes TEM STATIC PFIESSUPA am)at Tsclod o ci1NVE L Atx)38 stir Includes a Post Purge Timor Relay --- �W(V' � 'x fou HORIZONTAL(In AIIfYt,AlIcc'o,of Crawl Specs.) Hrru Ml IX)MPENSATE FGn VENT NOOO ANO WWU REa1STANCE and a Fan Proving ::witch Sltfsa - t1ls t+N•t^ 1 C tildes• 1 0 RKI KWO _ 1ipe Is 1 DnruMe-ftM Vom 0 0 tlatk 0 0 wale Ibb Note. T� seor rnlund Products, Inc. � ves tnu MODEL HST-2 right to maMe changes to specifications without �ack 0 0 Top--!ictal.-fts Vern 1 1 _ Imo' --- - _ I Mrtps ISI - -- 1--- t 1 notification._ - T>r(,e d•1 Double-SMafl Vent 1 1 �T Ther I. Pro-, Yu t 411 •tont•- 3*400•W4e Votes � V --- 61 6i____- IKIQ ,-Srlyle_Wan Vett _taF,t 61 61 1EF(HANI('A: y�{yUy MM lENBTN(FT) .DATA �W bl s•1 Doubt*-WON V" 3T _ 3T T"w B t Doue-il"V31 3i "'°'` A1YT1C1H1 EF-4&5 BROAN 361 EF-2 BROAN B375 Wel-tifrs/b-WIaB Wen _ 6 6 Vont--Sirsgl•'WaM Vint_ 8 6 UE SC:RIPrIgN 1.20 -- _ -__.- --- - -- ►N►MINERi F'1•E INPUT -) - MOOEI YttNT aTWMtB PC" Spill C'.-7 Yrs 4W'E OM. ata Olt ((yy�� [(�(�(''�� (y� r Type a 1 DI°E,Ob ttM.•t tuewt t 1 Types B t 00ubie WaN Ve111 1 I _5W:� 708.4 IM°F iM•f 100/160CFM�l Irl ,, L.l1ll/3�1� 1.170 FIpEO FNIEO ' ' _ open Ycs � ��•��T T h T � `/�* � / Provider FSIORe�ONTAL (In!total) � _ I t - - - - - LV,7LJIVE®`�1+171�ft LJL1Jt/� V rlrr 1 Ravtds 30'n k,nt lsssranpe for servtcrtg M open door n hunt of tfte Ins Fan C.Ydr d N.. �••�+� ft ��Cin M" v"a ragtararrsent CASING __ __ rLJIJf�TV V L' 2 A rTtr11111utn Claarall'tpa d 3 n rik/!rt be provided n trout of the funtace escM _".'_ -- _�- - 3 3 Gwnrar (LU { {3 .80 -- - --- - - - - - 7aa,N0 1N' 101' IM' �+a+-oar,...a NO tar O0rTit"b0n air and 101.ae1 tel' 180' proper oFe►etlLxt. Top-ti,rtgte Wap Vent 2 2 I Noon Leat', (In) 4 SII 4",M I011, IN, 67, - w••1 Ualble•WraY vent 2 2 sFiAl-'t 60 :4M,80,M1 tM• 72 Slrtgle Wod Vont 6 6 Type:6-1 DewWe•ekaN!lsrt 3 3 ths"icter do 313 tJM,10a 1D' Vent-Singb-Wag Vent 6 6 Ncwn I.,n#ih (in) 1 15 .40 - - -- - -- -- - ---- Nff? Type e i Doubb Wsl9 Vent�1 t BEAP.INUS 7MSM lYs -M• 1011, Iss,MB 1N' 1N' 1M' ?<s _ _ _..-.-- -_------- -- -- - -- 8" •I ositates supply or return sides when furnace is in Ills horizontal Type Skew 4M,8M IM' 100' 1M' posnlun Material Sintered Iron W,MB 1M' 1N' 1 Clslvartc:s shown is for outbt end.The Inlet end rrnrst maintain 6-in. mins- '� .-_II iM,MB q' •�' ;� "+�s mum clearance from the vent to Lxembu;nble materials when using COMPONENT DLSCNIFTIOIV t r.IFMtsId arj 5U 1cx) t5o 200 ?SD 300 350 400 -- S Minim m 1 Ver11 Tum14111 PC1:ly tMinlmum 18-in Irons cleaftEnce required IOf aknve 1a/I ISV I S Men AJiuslahk Jetty T '� tjS/B -- ---•----1i--04WER AOJUYT4F:NT MIM[Y ! } YRIH•NII•r YI.•ural W. R� rAN MOVER SENSOR 6 DIA. --� -- Modals 360 Fan Proving Switch /� j �I- - 361 3� 1F'l.A, 181 Role ? rAN ►Race. rResauR. ' 4l 1 0 VAC 1 ve / AOMTAscE DAIArcR - - ' Models 314 -._ .... -- ----- --- - - sw,TCN 3 I Modsis 365 363 ` f 383 375 6 I.D.f Model 360 LoSone Ventilator Model 362 LoSone Ventilator Model 365[,.)Sone Ventilator ■100(:FM, I.5 Sones(I fVf) 020 CFM,2.0,2.5 Sores(1 VI) 046 CFM,45 Sones(HVI) 2 v•. • t` II - -_- ■120 volts,0.7 amps ■120 volts, 1.3 amp- ■120 wits,3.0 amps t 6 I.D. t _ _ i lite ■5'/4"dia.x 3"deep blower wheel ■Two 51/."dia. x 3"dein blower wheels 0 White enameled stcvl grille '" ' I 1 i� I 0 Fits 3'/i'x 10"duct ■Fits 3'/4"x 10"duct ■Fits T'duct --A- oo� V2 DIA DIMLIJSIONS (In.) l '11'0""�"' ■Use with Brown Moele157W,57V ■Use with Bromi Model 57W,57V •Use with Broan Model 57W,57V 9114 r c ' �M�f.T 5 _ O- -- - j DAV ©ectronic Speed Control for variable Ela'crcni peed Control for variable Elemortic Speed Control for va'ia'ole 'y" ,Y4 • a R•IRENttr, VENT ?Ile I Gtr. MOTOR } _--_� A 0 E CONN; � -- • « 14.1tt6 12.9116 12.11,16 4 ! ` ' " - 3 - , blower speed and sound level blower speed end sound level blower speed and soltnd level sel on hon selection AncaawRr I 14-3/16 12-9116 12-11,16 a \\ _ ! ■Me al grille kit(Model 88)--available ■Metal grille kit(Model 89"vailable ■Use Model 95(available se rate! ) ,IWIF _._ at►4e .w w •au ! 14-3116 12.9116 1.,0-1 v 16 4 j \\ . t 1 I i pa Y :,,OEM ENTRY l__._l_ _-_-._- - - -eel° view-. - separately separately fo:to-line applications c, - 14-31.h 12-ft✓18 t 2•n/18 4 -- -- .__-_. ._.._----__-- _ pa' y Pa y I t7•tl2 t�-716 16 4 --SIDE VIE*-- - ---' �.- ave -� ■Use Model 93(available separately') ■Use:Mode194(available separately) NoErIr,lna R OA3EATRr LISTED L 4s/e ___� for in-line apT•"_ations far in-line applications Model 375 LoSone�lentil:�tor 17.1/2 15.7/8 16 4 F IVO •,aa,w _1 ' I ~'"'Ma1O1r �li �• - --PLAN vltw-. P/N 850-0908 Model 361 LoSone Ventilator ■'50 CF'-'�1, '.0/6 5 Scores, ) _ 17•tl2 tb-7/8 16 4 nn arc, , Model 363 LoSone Ventilator ■120 volts,3.9 amps ■Use with BrTaan Model 72 W,72V ''"E /E.r;.� ,,,.E ''I' wE 21 tq-315 t9-1;2 4 - AOW ■160 CFM,3.10/3-5Sones(NVF) Electronic S • �'1 •"'"rt- -? ' ■300 CFTt,'t.0/4S Sones(HVI) Contort for -A-- I,nY -+� .+,,w 24.112 24.7!0 23 5 ■1600 RPM, 120 volts,1.0 amps 0 120volts,2.3 amps peed o ■Other features same as Model 360 OCther features same as Model 362 variable blower speed and �� `*�cw Row �� Anaa acs�•'�� SOtirid 1 c'VE'1 selection �C".,�TEO M M ro►•I..if rc>rl�waER aceta N RACl6, A,D apiTOy.tJlrt w..oYY:arr+,Y-r�a,ncw `Refer to the furnace InstaBatecn Instruct ens for proper ventng Model 383 LoSone Ventilator ■Other fu36.5tures same ar Model A u. Procedures 111111316 CFM,45/5.0 Sones(l-fVl) ., Models 380 I� ! 361 ■May be installed over cooking equipment(does not include r insulation m housing) �� 82 ■Aluminum filter(99010137)--available \ 4 separate'. M,)dsls 365 ,I ■Other features same as Model W 375 GDF-1 MODINE DJE300SG09 i r Models 314 � EQUIPMENT DIMENSIONS --- DUCT FURNACES362 393 � 83 363 owl D /' So_.,u, „r r i I 1Z I Duct furnace rYw Dirrionsions (in inches) I' �1 rDimenuiow%l MOREL NUy18ERS I f _51W- - - c 5yrnbd OJE75 DAIOII 125 W�000+DJEZn JE2e0 DJE300I DJE400 ❑ •ei:'e� - 4K-Es- A-- -- 24% 27'/. 32Y. 38'1. MT O VENT SIZE 1'4torr, UTO NfnEal 0 _ 31)14 3 4 369M1 4191 41% 4156 44% 45% .wet N•III OY.I•--- _ -_ ,•, 1 I�V_ 1- -- _O -2011. 20 221A 25 iS 2b`A 25 25'A25'14 17/• 21 A _23% 2.4% 26% 313x. 37'A E 15'/se 15'/11 19'M ' � ,_ _ 23/t• 23/la 23/6 23/h 23/Sa I f 1436 1 5. + �,,•,. �,,: ' oucT slzE I _. . 6 21 23/. 23/. 31 V4 37% w.s� win 1,*;• e.IAINRl11 --Ellie- J I! Q 17Lh 17'Aa 19'A- 22Y,Y 221/6 22'A. 221A 22'/,. >n a sw a,r••.Ir 8 B 0 10 10 • --,+ ._ No's O 0 1 t_ J 2'A 2'A 3'/. 4_ 4 4 4 FR QNT ---_, ___ K 15 17 2111. 23% 231,-5 2a'A 31'li 37'Y• I- K A91736 _- 1. 15_% 15'A 17"/1E 20% 20% 20311 2o20% 2054_ --' 0 Gas 'A 14 'A 'A 3'. 34 Model CD3A Coil Dimensions Conneclion °/i IPS Qr Shiro-xpping 87 102 14< 163 199 216 (284 302 shipping \ Wlblghl 11 For natural gas. Q Vvalghl;re pounds >> Duct furnaces using singce-stage gas controls can be installed with a Category I vent system.Units utilizing two-stage or modulating controls rt•galre a Category 11 vent TYM& SPECIFICATIONS system Table 1 - CD3A i,oil Physical Data A _ _ 87C --- - r D _E SNIPPING WGT.-- SERIES (IN.) 1 sin) -(IN.) (rTwn) (IN) (#.It") (1N.) (rum) (lel.) (rltn) LDS. Kg. A 23 13116' 605.0 21" 533.3 14 3118' 360 5 20 518- 524' 5+8" 1588 40 1814 - A_ 23 13116' 805.0 21' 533.3 14 3,16• 3605 2('518' 524 5 518' 1586 -`42 1905 - A 23 13116' 305 0 21' 533 J 14 3/18' 360 S 20 5/8' 52.4 5 314, 1903 45 2087 A 087A -30 13/16' 782 5 21, 533.3 17 112' 4.14.5 20 Still' 5245 3.4" 19.05 54 24 49 A ;,O 15/16' 7825 11" 533.3 21' 5335 20518- 524 5 L8' 2223 6c'� 27 22 A 30 135- 782 5 1 21' 5TJ 3 21" 533.5 2O 51R- 524 5 Lo' 22.23 ',2 28 12 -- A 30 13+18' 782.ti 24- 809.3 -;t 1/21, 6225 23 518- 6o05 7 8' 22 23 3402 - MCMENAMINS BREW PUB 51 Ate. --- APrnavFU 9Y. -_ DgAWK ay DATE REVISED Sequoia Pkwy, 14610 St 95-0034, ELC 96 0487 �+ / B4O321,MEC 95-g26R 6of 2- DRAW N MQItiR 7'IGARD9 OREGON 2 38 74 . 1. „MNT$9 OI•N') 1,N1M/r'.1rAgl•RI•IT M4 II' this police appears Clearer 01:111 the docunleut, tide docuruent is of marginal qua!:ty., i41111l111„01l111l.1ft ll ► E I} ��I�I�I��il►1► r �!��i!i�i�i�i �1�1i1��1�1�i �ji�f��.>y��i�L� i � ��1�r�1�1� �iliiliinl)�i�li�� f(!��firif►�i� ti ��T �� INS tf�il►n� �n�l��(i�i�nllin�+i�ilii�itut�imiliiiii�iii�n�tln�l;�iul�►��Iu��h�i�liiniiiiil�I�ilni�lnii�<<�i!nil �(nlnn )iiilmilitirhtr� rrii�ilil ric�it�� t�rr .�. ; - H. iilinl� Ir ,i I I ' 1 1 I I I y ' , Ilk A/ �J\ C LA Y 1 , r.8 CVW..I 1 I IE.160.0 .mc+=[�1 t LLJ t ' , "OM 6A c SL I r E%IRE ke � .` . 6 >. `f s.0.1% USED I 0 F• _ t � F- cr_ J* 163A k6AZ0 1 C) 00 RIM-162. F37 J . I I SWR 6"RJ% IE•159.0 WhEEL STOPS 1 SERVIL TO R OF 13 LF_ 163J 163J 1631 RAINS B .Iw S.1/ LF OIOSWALE S.1% BASEMLO' lC I 1 'l�p0 .. 1 p - 1E• IST 10 6,. I x%%1<x EXISTING GRADE CTTY OF TXiMNt8O LF 6" 6 S•O.5•R Dl4 \6 20 LF 8" IN } 6yb xx PROPOSED GRADE .'AppT'ovbH ..,..,•,•,•,.,..•,•..............�1 F a \ \ OIL — _ — — — -- R n tnE� v, �•rlsea In NO S!Ottt�WALK� W� • —�,`6T +i 6�r-- - — — —`65•�� e00101mrto:Follow.. . . ... ............... .............. ., g ! — _ _ e �— __ ' \J— t EMOVE Ex1571NG L --_ '� •/ l A f' �., ( k pRIVEWd Y-REPLACE IS MI '-- \.! -- -- --- --' �/•-- --- J�D MGr�� J- f i i WITH CURB 8 GUTTER REPLACE SIDEWALK CURB IN CONSTRUCT // • �� 0.^Tr. DRIVEWAY Y Wy j• J1IA (PER pTY AsBtaLTSI 4Jpgnt!gp P(4NS ATIi$?RE QN w�iH SITE � 1 SFOUOIA PARKWAY l/ re v BASE l Lr' . SEE al. S 1YMCUr Akp r w oNntvA- A•IgN W-0• NAA. ,v-o' Iyl. _ J� PLAN 1.5' MIN MTII[K Ma11r (YE TAKES) 3 T EIOS1Y10 OMKwAY .. ;,i•. �. vMQs BIOFILTRATION SWALE DETAIL i•: /�.4: ��. ,.:.., aY11N vYYn onuNAa LYapar lr . .. (YL TARIM .YE M_GR P' J' lo. "m VANE! 1 [• "P[ w/COI"c ?j —��__ __ LO YATOI "ON r' CAlIQ - ! f to I A eoAo r P [ 1• ■ WHEEL STOPS W/ GAPS Q YYI[ 4 � ML. CPANlNI r A r y�. 11• 2 • iHlr :0,000 PS)GREY HEAVY GRASS �TO ALLOW DRAINAGE • ` �� ANII � ,o[ITs 16" 001C04 � ,• " '!' I OUTYCAST IRON GRATE ITENSILl SWALE PAVEMENT -J aprY /� cdnUen EC�TI'T•"Y•'i�'.. •.i'r.YdA • t 1/. MW�T'V N JOwR aoniu ' Ci— W[ Y1 Ow 1e' CI YU G,' •'� r .I L SECTION A-A �W �Yl .• LU T7 FACE Q CLM ,. rofl US[ KPIc YLnMi P1T1pIf YAr K NDII® YM PN01 !'-r rY. J'-c'Yw. AroflwAL nlPl LN[ arr nlPnmt • y p1 er 2 CGNf11E1[ M NAW A MUIMO STVDIOM A :'IW P.SL MTP X oAK c'Nfl B Dt1TLET m �5[ ry�ryq (T9Myq[ i OVN190N AMTS ' �ON SlNl11T NUfl a WSN,p / [ MY49.E ,YANG YI,N r 1-1/E• [ypyyl([ A To eC PNONC@ JPM IYytDNldr pN,'1 ,0 - 1) AT [ACV COLD Q• TM'OI(.Y IF III[ (,,Ili PMOUrt eCLT14M PPN"0 M[Y CCMCNLC - ]) AT [Atli COLD AYI. _ J) AT Ud 90[ OI MLT SIITo WT srHlCwo Cam 9 EVAMI B-B o aA W�y1 •3 AT U ' IIID v MAITA'n -I/i' AlgV[ u¢ s AT 1xAnPl3 M[ossYlr ro wT lAOlq ro u raT. nom r i NA"A, To K Pft. fEl, ASINALI YINa JIARD, NPI [[muo"[, ,. v CURB P P M&L TE AMl1 W WOE M CDs[ . VIN A IIIoa,m 3 a Ln rlGl 10 GA.STEEL COA TED a '""� INSWEANOOUTW/ _ �DOte SFPT 1995 1. L'RE •lE CUBO ANO INCER. alIE1 Mf 9E NILATD UNLLSS s.`'�'[:y:�1 A swao To er MOT YOU 1WM Le IIIT. ASPNA LTUM PAINT _� ``PEp PNOffs/,... GQCCIEO W LaE fN0[YE9. �•�Y•�{1�a1 Y OE CTAPACTm J/Cd AOUQMIE B. II[ apM R TME .OI! f1AI1 t AT ILtT 1 I/1 ,NPI[: N rte\ e812tf �\ i J M,EII 4TIINCIR CtXlNS ME Q]IP20. A 41MIYUY or 1 rCET 8Gd! YELLON � r T1'JYE ! `- Di PAYEMISII nLOY l,lE LACE Oi dMM Jf,>uyD BE flF)+0\(D M{ CO�'DTIOI 8AR flOc7 „'� � 10 Y $EOip I c2Q ,. CCNPQTL •IAI1 K COYp1OK YI[. SNOIAQ[ oI [TPQT 1AIC11[K A .• Y OPM MIIP.TKII If W[ATIA AI1U mruc®. - YI•'SOR. I(I"' .. N'Ngl OnflF -MM PLATE IF ROIENU THE EIOSTINO 2- V'IflB r SIINL B[ A AtlA(LEp AMr MTN A MNYw I e, blMua ioaaT - J' PoaClp NA(„' of ' �rvEsiwr awl aL cvr A Mo A r Ynaamac eoncmTE uarw'�"Aa Cf CUNT n' A'Dus w In. A,unc =,P[ .,N casL.elQ aS. I IDTown . lJJ - SNUN R AW,,,'J�YCfEED wnl THE "ENT CUITEII TO PPP.10E 1 EYP•VISM! Jy�R eNALL Z L/y PREIADFC ASPVAIT ILMQ(NAILU e. (YIAwAQ ACCE95 IIrP10N [I[tmo tlasf ftul ![ CPQ OflllID Pr na! oll[ooM ` 1 =JPpaYT UNDER PAVpYM. (S[E VNLLY q)IIpL p[YM$). 4AIW/y all [aAL Fll[xow0 INW sueW uE *�I rw,91 PALE LAY ar MpilGylr le• LAOI SpL a PII11 Nq NEppgm ro I11y. oITIM CURB KNOCKOUT ///�� yo'0�k 30, t� / 6 r 9a 1 / \ — -TRAPPEv MA�1. NkP�” ;Joh 95.96<_. . 6�[►,, CON— AL DRIVEWAY ` FOR DRI ✓EWAYS Em2i CUR. AND GUTTER INLET OETAIL- I sneer CI IY OF T!GARD "' .M �. " '�" ° "" eQ" arY aF TIGARO w OREGON aJa �[ ue y,wo SIT 850034,ELC 85-0487,G•. Of OF ncARC) •'•` `~� w Sequoia Pkwy,14810 I / ._ L •u r-A.y •�,rn fAE0011 cN< an o•Q ru SUP 95.0321,MEI:95-0288 I • f ra r-•- •m.AAw•►mTw 1]0128 I If Ulis nulice appears cleael. Ihan Ille clocunlen(.. Ole document is 9I' n1;11.ginal quaSiy. IIIIIII�Ililll !'i 1 IIi ItN �ha� IJI�I�I�I�I�I� Ip�I�I�I�i�I i�l�l�l�r�l 11ll�ljill�I1I1I11Jill�IjIiI�I�I�I�I�I - 4 x union unhrh lenl k - tllpl craws � induu aldmllmduupudllnlliulm'�mdml ruluu�liulnnluniunhl'indunumllmlmdnn !I>Ill�il 11 �l!II(mdl '�!t,r,��L iidin(I s — , i - wM i i I I I , I 400, , � � t^ l � I Cc t~ i GRAVEL CONSTRUCTION ENTRANCE ��,,,, y I y ;b u� o o $8c0 I + I SW4LE — r _._. STRAW BALES OR SF7lMt N l FENCE r ,, NALE 1 i r STRAW 84L ES . C + — — --- --- ' Q -- ` SEDIMENT FENCE OR SEDIMENT FENCE D� t� �� — -- i I I SFOU014 PaRKwa Y w"i1 p, uw sub or win rings to '-1 , anacA it-we or dash � fabnc win ({ 2 by 2'by 14 qa,%in fob.ic or eqW v. A ^, i " 104 led Ney or stnw 1 17 on.anter Q+Jr. rC4� o. �OltPQQ� V a O,a 16 04•.p t •L�.w�` / d t:'r GC�r.o�Qt"�l'!'a1 � •-••-.+!. ............................................fiL..... �J e t•. ?PeeO- 6' .pian 0q ".z. ' • - 4 ii � � VOleg: 'd i "U 1 •Embod bales 4 to 6 wchn. fL ° s OW dius•25'm ' in. a F' L' 2'try wood ppousst.• tundard or beher or i •Dnve sok'm,nlmuat lr � i equal alterrrte:Steel r ` { into 6roumd surdtce. j Clean Pit Run or 2--Minus Gravel fe1p po,tt ----.. 8"ruin. i Subgrade Reinforcement depth Notes Geotextile,u Required Provide Full �f3ury banom orfilter •r•/ Width may bai in 8- i f ler I 2-rxrx3'pep wch baletrench Of ingress/Egress Area rnate �/ •\ 20'min.for single family and duplex Alter fttbric _S y p ex resiaential matertal _t ` M r by rby14ga.wim fabric or oquwjv nn�o SF_PT 1995 / section t,.:41f'hnfb, ayelaprl9" %jGIHEE`AScoie 4 8912 Straw Bale Sediment Barnn P ` oarr-nk 95- 462 � in L)itMlles Or SWal,ps Job ...,.. ,r, CUnt;(A Plans Figure 3-4B Erosion Control Plans Figure 3-2 Sh et i.r l;cilllc@ Hand',x�ok Straw 13a�e Sediment Bar*i�r Technical Guidance Handbook Gravel Construction Entrance FT-.)Sion Control Plans r Figure 3-3 Sequoia Pk-v, 14610 SIT 95-0034,ELC 95-0487 I Tech-nice. .juldance Handbook Sediment Fence 13UP 95-0321,MEC 95-0268 n ~ W i 18 of 29 1 r anwtw www. -__ __ --- ••..____.,.._.... ... _.__. ____ _ .. _ - ._. __ .._._,.._ of Sn�.,t If this ntllice appears Clearer 111,111 the docuntellt, the doc11n1ellt is of tllar�jll al 41 111�Il11IJIJIj fJ111j111lill i ilIIillI1I1i4i 1111111 lllli i ii1Jill 1111 �I�I�I�+�l�l� t _ � E�I�y�iil► ---C D � III ! � ! ► i ► ll ► l — lll �lln ! ! 1ll � r1n ,1nl11 r1 1161 M rib , ?`e � , T .•� i Y ` - _ i . I,' I _iC'•e" u sv ,�}-aas tY•-.-.- -r—^— -- crr�asrrtt C:7 .I. --- -- r k� igar Sr r AFL r ZiM9 .Ity ... " urham 1< 1l1GLLVl 'Y-. PLAN ® raLQN, leavistoe/2 O P1:A�iV �26v�srri.N�) S 1 TE I NFORMA-F 1 ON _m ao► _ L :a• s TOTAL SITE f 1 / i--- O I A. SITE AREA - APPROXIMATELY 73,800 Sr - 1 .70 ACRES B. BUILDING AREA - / 1. EXISTING BUILDING - 14,280 SF. - -\\ 2. PROPOSED NEW BUILDING - 3,630 SF. _. / X ')^•rot.VE.YGt. i 3. TOTAL. AREA - 1 ,910 SF. I 7 '» � i/� INS BRIM PUB PORTION OF SITE % j SlRfCD MMISOt7S;lrACE 14.29G OF, t A. SITE AREA - APPROXIMATELY 29,000 SF. 0.67 ACRES ir lit .:.3 8. BUILDING AREA - TOTAL - 3,630 SF. 'h 1. BREWERY - KITCHEN MID RELATED SPACE - 1,206 SF. ;r 2. REST ROCMLS - 204 SF. I . 3. DINING AREA - 2.000 -' BAR SERVICE AREA x 1 ,s;92 ]F. l •a'G C[_ .G$.f�� __ C. PARKIN3 REQUIREMENTS aat I I + IYfl1 1 • • , G: G G7r - - i 1 . DINING REQUIREMENTS BASED ON DINING AREA ` o I DINING AREA - 1,692 SF OR 34 PARKING SPACES REQ. 2. EMPLOYEES - ASSIK 8 EMPLOYEES - 4 PARKING SPACER REG, ( 1 Z 1 j _ ^ 3. TOTAL PARKING SPACES REQUIRED - 38 SPACES, r o',It ? L' " D. PARKING ALLOCATED TO MO£NAMINS - 39 SPACES. -w SHEET!' MALFACTUtING AND WAREHOUSE PORTION OF SITE LQr� a s .ec N_ srs arc ) -- /Av*—rr+'G Uf.V�3 I p A. SITE AREA - APPROXIMATELY 44,800 SF. 1.03 ACRES. ,. BUILDING AREA - TOTAL - 14.280 SF. t' _ :pp S. % -- tl D. 1�BNX 1.410 1.4 PER SPACES. 1,000 9F. � I (XJ/(AZ•G' - R2: �cvr�Xwwrurs /.�. . _ i . T I ' a MAIL _- ., _.—. .. ' '• :• E/✓;,T. r _o re1.Q' c _ V 1 I i .. GENERAL SITE IWQFMNTICII I _" !GT?• �J � " - _ , ••� __... ___�_ Q _ A. SITE IS LEVEL W,TH A MAXIM,.M SLOPE OF 1 .5' FROM EAST - i TO WEST AND 1.0' NORTH TO SOUTH. *r ! I M P� •I r _._. �'� '. I B. DRAINAGE OF PAIRING AREAS TO BE TIED TO EXISTING j - - . � A.A. •4 _ r � � rive—... NEr)ees h 57041 SEWER. - ,ssAAqt��,,✓� tt • - h1 j C. WHERE P(�I BLE (1J S I TE DRA I NAGE TO BE DRA I NED THRU : GRASS SHALES PHIQR TO DRAINAGE INTO STORM SEW-A. • F . •t_ . : . . _._. IL;MG�e(�.y,Qb(/�T ___ a D. ACCESS DRIVES - USE EXISTING DRIVEN WAY WAY SIDE - PROPERTY. RELOCATE EXIS NO DR VE A WEST SIDE 1 I . - '. ': . _ tiE ^!p,.PERTY. (SECTION 18-108) r E. EX I STI NO TREES TO REMA 1 N WHERE NOTED AND ADDED TO- . .. AS INDICATED ON THE LANDSCAPE PLANS SECTION 18-100) t . �.. - _. `(jTJrxd._. "/ '=� —� �• F. EXISTING CONCRETE PARKING AREAS AND DRIVE WAYST TOt� •:. , O WILL IN.BE IN�STTASPHALT ALLED TO PDEVELOPPS SITE DRA INIAND wE WAYS 'TAN >� HAM LIN HAl I axudvr - ARCHITECTS AIA O O. NEW SIDEWALKS Wtll 1E INSTALLED ODMECTING EXISTING _._ ._ _�__ ., _ ,�� ._ \ SIDEWALK TO WILDING, (SECTION 18-108-050) !___ '_` � � �� - - d v ~ � � TTPQ N.E. T22MNC,BUTTE 8111 I PORTLANO, OR J97230 H. BICYCLE RACKS WILL BE INSTALLED AT OUTDOOR PATIO. PHONE: 603-207-7332 .. I . ON SITE PARKING EXCEEDS RECLAREE ENTS OF THE `• _ - _ ei _Gi. DEVELOPMENT CODE. (SECT ION 18-106.030) � � • �� _,�r.. \ �. ...�.-_._-�. _ I J. BUIIDIND SIC#15 WILL BE INSTALLED IN AOOORDANfZ \ \ - R - - _._- - _ '. _ TO H SECTION TY 818-11 -130. DESIGNS WILL BE SUBMITTED C_ J ' / LVGP ,__.._._ _ _ _ _ SEG I I ON 4 J// I i T. --•-^- r-r-�---. � ��-ter- �! CI THE SIGN CONTRACTOR FOR APPROVAL. 7173 !' \ K. ��-s�+�-� � �-r-.---r---T-,---+•-�-- 0I5Po6AL NO salD WASTE EHCLofitAE wlu. BE atatsTnlLcrEv � 1 fxsa�n L IN ACCORDANCE WITH SECTION 18-116-M AND PRIDE -- �� DISPOSAL CONTRACTOR. 90' a' v Javiri a r ea) I a d ��/ �.• �•�mayy _ . . {7• •�v. .IG _ y., 2o'.a•; a GiEEBG6 r.RULtlnuu. �SSi .J09 NO DATE J4C7/995 / IIDr'�t SRALL BTIWLATE THE MNINWI MMIW M OI IXNeTRDLTtJN. Aeo THE tl1ANIM98 aHAu aOTItM REVISION. l 4N 5 r tNltiBt (4+12 B.Q.BO�S S/rYF IJ,Fa/NO(G6 OKR T'Mk.NOELS 1M !H•L IY+TTW n�C[fIGLLT /SATcn. z" oIN6Nsrtl4 Ar.. uteri" M'DITTWB. 1'T APINITt4T OR LNOjIKED Or n78CRBNBYLIca Arrdn iMCBBD m. THE D iRI,,OTDR IB ... RLSPo1nIM4 IM BATS WNDI 0 AT TH¢ JLMBtTc, MD MOR TOIP'IHMT Wippo" M THE Rnt1AIND,Mq= -- TO THE OONMLTION 08 THE VIRTII7V, ANO ,wam 1410 rvv"W ALL WORK mm'. C'JxjDA1 To TNS UNSBI LD1TIM Or Twit JNIIOAI But LDIND Wqt. SHEET NO. ' "-'rROCW AREAE Tiepl LL . ID r{r I CONNIVERS, 1TAIRA 1 RITA LL . to, r8r N "OLIN ROOF LTK I.CIW t8 MT UNII.NM 711 ( 1M MVOV BTRSIt iNCR8Au1 , RROUND INCHAD - LOAD . t5 rtr W Rt LWI RINB NEN HBC Ba ION MIND ND . 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' I. 1. 9R%V 1RY -• KIT*" AND R"TW SPAM - 1,206 GF. • - . % ,. f :' I � . # Z. REST ROOMS 204 Sh. -,. F�, tGL. .tri3• ' ___._ ► . D I N I NCI AREat - 2,OCJC1 - BAR S£RY i CLr AdRF.Ik - 1,692 :SF. , . I I I � S . V I . 1. • . , S �y 4 r 1, PAW i AIS .RMI1 .t' 0IIEWS I AS D ON 01 N 9 t1• M" I 1 J - - __- C k N l I+b - , 4R 34 PARK 3F . f _ 1 �. 4 rr ASA 1sZ s Ihr3 Act . t I 2. OVL,CYMS �t►55'1„thi B 1WLOYEESw- t ( ING V*CES t#61'Q.'' .. I *. I 3. TMAL. PAitK I ND SPAMS ' I REa i111Ci8. . I . 11 .. . n t. ` ftj� , . .. 'I mss• 11 r �, �,. n •,.A- 1111. _-n,. __ ..?I- 1 A►. �It iL I . a t - - • �►" .. PARKING Nt3 ALLOCII '� MIC!'ENAM I Nss 39'� - , __T_ _ _ ,' 11 �1A�1 �IG'"P I I#it ' l�01lT lak a�; ' ' t 7 4 L' }, $r M yirw► k' # Sao ; ` .i(3 IiG 4 ._. . . r. - 4, , M. . _. _._ lao�r 'Z�. 1 t , r ''; .. . . , +-,•,r v.0.1/ . . }h31 - _. .�, . .. >.. " i4, a i'l . .ate . ..___ . �. 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I I 3. 05 VERT. at and of wa1Is. ! 1 HOR I ZONTAL RE I NFORC I N13 1' 05 Hl7R1Z, at 48" o,c. in 8" grouted ' ( X11 I I { �.. .f •'�-- �____�.----_____ � 2. 2 FIs t�I z. i n i 6" Br�r►d E3e>alrnlodgers, .• ! .Greve at f 1 Cor and roof. ' I `. . ..__._ . _- ._ _.._.__`_,_____ 1 �• { I >,� 3• AT WINDOW AND DOOR OPEN Openings less than 8' 0 Wide. 2 05 NOR I Z. in 16 doW grouted lintel (Extend lintel 24' past elides) . 2 X 6 BEARiNOWALL __ - ,- --• WALL -----• . ..__ --•- -- -----• -- t.../ 18" X 12" I 2 IIS VERT. Each orb Extend f u 1 l ht. - I i b. Openings from 6' 0" to 8' 0" Wide. t>EEP THICKENED � � SLJ1S FORT'I tdO N I T1i 2 g4 i 2116 MOR i Z. in 32" deep grouted lintel . • 3"��lE%�R^OF .igTT+411 - b (Extend )into) 24" past s idss) i 2 #5 VERT. in 2 f i l led cells• aa. jamb. 4W I %JI 1 (Extend � � full ht. t ical - C. Openings l arae" they C7. ,011 w tori. ) (SI drawatrrd elekafla) aA, Stop hor iz'onta l 14i'N0*0at.• tnlpFlfaro l 405 oack.wdlkef E - n _Q%e,�z�,e sc rr .C6/rf/ ✓/1�Y' ' ` ' 'TYP i CAL- 1=1-CX>R -SLI .RE i NFFt?R0:1, IIT I , 4" THICK CONCRETE SLAB WITH 6 x 6 W1.4 X W1.4 WaliF I :AV=.A. `� ( I MW OF TOP St WACE II •k I _ ! ( q e• I I .. i PLACE >sl.AB ON $" .+AME' F 1 LL OVER VAPOR BARR 1 ER OVEJi �` •• MWACTM WWA.t.AR !SASE M SPEC i f ICAY Ids`. PROVIDE OONTRIOL JOINTS PER DETAILS AT 20 FOOT MAX. I --- -- - F-a e �» ! s 1N�TwcLLa I SPAiC 1 No OR AS SHOWN ON PLANS. . ~•t L. OF MEN I Na 71 1,FFF 2115 1 N TWO CELLS _ _.. EACH S I OE OF OPEN I NCI ----- •_. _ HAMBLIN RATTAN 1- 7 7I ARCHITECTS, AIIA . r• WN 1120 NA. 'IPPO In.•.AirrE&111 <, Yx?•1 9 L BEAR tJ24 f'IIiM UNDISTURBED SOIL OR PROPE1t1.Y C[Y41iJlt'TE8 ItN1+INCf ItCD CIL( PLAC1tD 01f161t _._ _ .._._... PRUPERLY PREPARED SU1I6RADES. COMPLY WITH itEQUIREWATS Or 901L REPORT CCNCBWIINO'SOIL PRCPAMTIOh PORTLAND, OR 87230, i THE INTERIOR FLOOR SLA89 1NCHE9 BELOW A. CRT EXTERIOR GRADE 9 1!INI tiL1lM .ItR P : � 7 AND BBJ41tIN43 LKV1'I. THE 13G.ARING H()RIAON OF ii009'IN6 IA1,L BL' LOCATED 14 INI MUM B HfiON@: ��-Ql15 -73;�l� ' Tot' or z • ATTIC CLO39A THE 1 1/2 TO 1 SLOPE BELM B47"iY>rt OF 1.100 'IN G. tiq XFILL ALL PI?% TR04G1t " �' ��_•• �6 G"�.�4`�i?.C: 1.�4' .� 7"/ �... _. ~ D OMfe14 9=VATUW0 ilP<LON FCx7P*,l4O:1 AND SLI 011TH MATERIAL SUIT.'18LE '!'Oft 1'WPACTIUN. (XVIPACr ri1` '��/'V�'��CI"K� ��'�'/��G� �� .� 'r.S. FILL TO '$01 of NWIrz4D PROMM DRY wxsITY (AS"If4 01557 OR AA8140 T•-IAD) NIANR,ET FRC'V4 R*FAGE, AM TO VSO AT THE U N f y I141(rALL ALL slTE FILLS VNCCR STRUCTURAL ELCMP,NTS XN ACXCAtD WITH 1k%WI Itr.MEMTB rtATIOW. 16109 NOT OTHERKS& NOTED, CMPACT TO DMSZTY CW 494 Of W411'I P*bt'7l* Mir A".j .f7Ki!'!f dSM7 ON MSHO 7-1801 IN LIFTS WJ? TO tXC*D 6 IW:N "ICK14699. "411M 4 INCE_ MxIf1'1!P,11(''1H*C w t' C0 WAf,VZD QPA1RlLA11 Ri1Bti UNDER CON4�TE aR11I7E AND +KKR iifln'kp.� 10!+1!0 r<II'1 I OW WC SG.044 � 1 ••• �TAHOARO f1PECIfiCAlXOM MR A'Itit1CTURN. QONCIUCT4; fm0u1'LDI1ltiff Ac'I #QI SH1►LL BK..i"Qt,l�ffll5ll_ V , `�► � ! -- '-'' -.1. �� _ _ _..a ._arc �T,�y� iKG' Fri.�+�id FOR ALL ITFMS NOt SPECIFICALLY COVEMI) UN THE DIFAiMINW AND,SPectrICA'PION�. c� 1 o ! _.�? , ilYtIjMUM C1flMFRCi$IYS 3TKCW43TH OF COWMETL 11V11ri. U � ++ b _....... _.._ s .__ _- �. __............ ...... _..., _," ..�.._..�. �'. v3000 PSI K* WUM. E+WTTWae ANL" UTWA c t+t c _ ..� a ecsswca�asa_ i it .....�.. i .........� _ . ..,"^..�'�' 3500 Por Im G(fN&11 $we t o 0*1% � tFR114 Sum 3 �/2 SHALL 89 11111M i 1tE8 rOd YLMN ON [AA0Z AMO 4 90 FOR Mftfk CONCRIE7%. JI�11l1DIC Zoo 6_011147AC ? # SAiR ENTRAIPf PIT Ft* Eft txM(i+�rF,f1 TO tIXT6R;OR CGpD17ION8. ---~_' ! 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INmHh¢ ' MADE t1!CHINA , !IIII;IIIiIIIIIIIIIII!!IIIIII!!illhll!il!li�i'1►I IIfINIIIII!IRf�N11I1!IIIIIII IIIIIIIIIIIIIII!IIIIIIII'IIIIIIIIIIIIIIIIIIII!!IIIIIIIIII!IIIIIIIIII!IIII!!IlliilllllllllllflllllllllllllIIII!I!IIIIIIIIIit((II(!II!IIIIIIIIIIII('I!!! iil►lllf_ !�Ilfl!IIt!(f!(illtiti�(iilt�lllt►if f�j�(j`i{►t1I(II(iflFi�� y r , Nts�ptN•0� • / L tlNttau•Cr ,• f �. i.• 1 .i_ .�r•w►w+rYM••il ••fwM�..Y..�l,r•I'M•I�IIy x111.• �01 .1 I.I.rr1••Ir W�- - - - � ' • • „ WWI vow"V� Grab ow at womw LAMM 42 oak d*0114 00 Sir opmwhm op IF 01 I VF AT 61 • • • • ••• • • O • • ' �• , • • • • • • • 1 --_-'• � '+.-wry��w�..._._r ... .•r r.r I rrw_ . .. - - , . A• ! • 'rslri0�0. iY41I4-/T'• __• f _.._._....��._.�•..._.. _�.....-. , J7r� ` - r o I o o a Ar 040V O 0. • �_____.. _ �..- HAMBLIN HAT"T•AN ARCHITECTS AIA _ i 122 N.E. 111040,SLATE 61 _..._... �. PORTL.ANOI OR 9711230 �S Ldo •r �'y/M7� , e' PHONE: d03-t�Cf7r-7332 SAN �. ..-•....,..,r-.e .-.__...•._.... _.._ _.. .. .. ... ..._ ....._, .� '-~•. �� dniN(rY"' 1r. I+�nww -- ,. I -- - - .... '�'��'• .�'^ ~ .,... a.- I .. C11 MV �' •`yA w -- 5*946%�i:. ."s 7;'t •�� _-,..1...,...,•�,,. �,-,r�,wr•�,<.'.'��ii.7G�' 1 ( r 1 �-�- ...-.+.,...•.wa.•..... ....w....-_.._. — L •. .. �'.. � `'� .. _ ! � , JOIS NO. I� N t 'r o ra min Ifs` 8H*6=T NO. ....r....r. mSequoia Pkwy, 14610 •SIT 95-0034. ELC 95-0487 J. . .• a4N►•H "l11rIM loom BUP 95 0321, MEC 95-0268 • 26 0129 Y. .. ., _ .,_ ...w ....., .. ._...�.a:... .•... ...,._•• .... .,.... ,.... .. ....... l.,.r., ..,I. a.,_.•._...r... •.,... _.wa,,,,... ..i+ti•W.-wr--�r,f.slu.r.�..w•. .. ♦ —Ir,iW.-.. .-, .•'A�•_ 1...__. � _.. ,_.r.... ...... ....,_ .... ......._ .. ..._ .... ..�. - ...... . .. ..._,w. ....... .. ...... , � ... If this notice appears clearer 111:111 file docilnlcnl, file document is of marginal qua':; '• I�Ijljl� l�l�ljl IJIIIjllljljl ( I � � lIJIjIJIJI'IjIJI INCH MADE IN CHINA I ijIJI�III�IJI Illjljljl� l;lj ! ! I; I�IjI� IIIJIJI I I�IJI�I�IjIjI IJijijl(Ijljl�i L24X M It » 1s f -!i 1 ro �f tt moi'- T r !1 so jllllliliilll�llllllllllllluill►nll�nl�l�1111!!IIIII�Iililllllllllll!Illlllllllll�llllllil��lllllllllllllill�lli(IIIiIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIiIIiIIIIIIIiiIIIIIIIIIIIiIiIIIIiIIIIiIIItIIIIIIIIIIIIIIIUIIlili111IlIIIItIIIilIi11lIIIlI�Ii111JiI��IlI�li11 1 s� A0 OAF G•l i 2 f X.Y. •i 1 2" ow ACIKraw ro. ra rT �• 111 � . I /sus AVI -TF 1 L"z I L ' Uwt. . f -A 0. a•---'- ' - .^_�� SII -. 1 i ,..` �_�___ ._._ .� ... • diW Plow,r G45 .t.,o PCORTL.AN0. OR 871230 o&TS/DE C.4. v PHANIE: 1509-26 -7332-73''31? Schedule MARK DESCRIF'TZONJJf ` �Fixture �.rOtf"1rIHCitiiOh C.W. H.W. V W REMARKS Plumbing L 1 COUNTER "+,., 1:•,78 COUNTER LAVATORY 1/1" 1/2" 2" Z" [a.LL�,{.� WC-3- WATER CLOSI~'I 2" 2" 3" HANDICAPPED iF'l_UME3 1 N(23 N•FcJTE S a NC-2 NATIRR GLOSSY 1" 2" 3" � I. PL,LJhE t NCS CONTRACTOR RESP'QNS I!3i_h FOR ►• :. UR-1 URINAL 1• 2" 2" WALL, HUNG '"`ja p. a•. i' ARPL I CAT t UN AND PAYMENT OF ALL FEES AND' J ,•'� , ."t�"' PERMITS APPLICABLE TO PLl3"1gIhG PORTION OF THE WORK, RS-1 RI@QS8 SINK 1/2" 1/2" 2" 2" ODLWTER TOP 9IN1C '?'� i•',' , 2. PLUI B',MD CONTRACTOR TO VERIFY LOCATION ON DISH WASH,?R 3/4" 3/4" SIM NOTE tuO. 1 OF ALL UTILITIES. 3. ALL WORK TO INSTALLED IN STRICT AOOMANC3E Fig-1 HAND SINK 1/1" 1/2" 2" 2" WALL HUNG LAVAT RY ` WITH ALL APPLICABLE CODES AND QRDINANO". 4. PLUMB 1 NO OONTRACTQR TO VERIFY TYPE OF HS HAND SINK 1/2" '1/10 2" 2" CO[!tf'I'ER TOP SINK FIXTURES AND LOCATION WITH GEWRAL OOM'TR. VFKi.S VSGSTABLS SINK 1/2" l/?' 2" 2 COQNTSR TOP 'SINK S. I N'STALLAT I ON OF FIXTURES AFD EQU I PCENT IN ACCORDANCE WITH OWNERS STANI)ARD PROCEDURE PIS f1iL301ft SINK Sts son W). 2 ' FOP LAYOUT 6F K I Tta•EN, CRY SERV I CE AREA AhS7 RELATED SPACES. f'F?-1 IELC)OR pRATt1 IM$ MOP SINX 1/2* 1/20 Z" 3" JoId NO. Q39 NOTE Ft10. 2 '1<'D TRENCH DRAIN •"'" _ .. _ AEVI810fV; HB-1 MOSS Bra 3/4" FROST PROOF ' 148-2 HOSE 818 3/4" 3/4" i Il�rab 19HIEET INCE•, x 1. DIP;,'HMGE WASTE INDIRECTLY INTO FLOOR SINK 'I �► 2- SO PLAN POR SIZ13S - VRAIFrY WITH OWMR ON SIZ8 MW LOC'AT'Il.Ht � .3 . ALL HOT AND COLD NATU PAPINa 70 89 TYPE L COPPi1kR, PIPE WITH 1/2" F19SX-GLASS INSULA130111. 4. ALL WA$TB ANn %')aNT Pa1►IF11yIF 'i'0 g!s A.B.S. • „ . ', �,.,.: ;,:, f . S. ALL WORK INSTALL IN F111'Rlr '1<' A[:COItma WITH UNIPOFMF MIMING CODE. Sequoia Pkwy, 14610 SIT 95 0034,ELC 95 0487 6. VERIFY WITH PUBLIC U'TILM PDR LOC11AT100 OF CUS MFt4'1sA AND SIZE of S � ,• iSeq oia Pk � MEC ss nese PIPING RFIIQUINW FOR KPZ"WR' - SEN 8HICST E-2 FOR LY#T OF 27 of 29 ., 1SQtJ21?MENT. �, ,• t r .- Y, 11' this 11ulice appe:lrs cle;u'cr 111;111 the docume11l, file docun►e11t is of' 111;11'ki11al 1111;11;;1'. IIIIIIJIIIJlilll I�NCH I �,E��I�f(1l�1_ ! 1�i�l�I�I�I�i 11.1illJill 1111111111111111111I I IIII111I11III I III I I III III J! I iIIII�± iili�i I I�Illli�l�l�l 1 l�ili�i�lll�l�l ! I,J��I #$! l l�i�lllll�� „+ c41 m 1 1 1 1 4 1 — 1 1 1—'�� II�IIIIIIIIIIIIiI 11111111111 Jill III llll I11f�llll 24XIIIIIIIIIIIIII�IIIIII111�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�111lIIIIIiIIlllllll�lllllflllll11111111�111X111IIIIIIIIIIIIIII111111!IllIlIII11I111111i11�fi1t' nTfi�ltf �' i11n11�1I11 rr�rlr r 1 _ O 1 i r m. a — ►u. .A FIX: i m. A rli. A im 1 � - i FIX. A FIX. A FIX. 'X , 77] z — ^�— F -77 . _FIX: a— _ Fla._r ° fur I FIX All clac. SERVICE ! - — HAMBLIN HAT" AN s :ac A22N.e iTQQEnaSUII Emill PORTLANO, OR 87290 — - - - PHONE: 400-257-7992 r FIXTURE scwaDvis .. rLXTVRE a - Fu30R98caNr Or, NDAI 3NCA1CAEr r3ztuRe - susPaRDaD . FIXTURE A - INCANDESCENT P 77 TRE - CNANOELIE2 - aVSPSND2U FIXTURE C - INCAWNSCRNT rIXTVRa - C/IAEDFLIER - SUSPAND21) i FIXTMII D - IMCJY1738Ce11T FIXTURE WALL NOUR'IED SPOT rIXTIRti E IECANDsSciorr rIXTaRE - NALL NOI1N'm FIXTURE r - IUCANDASCENT FIXTURE _ CEILING 2XIIAVAT IAN FIX7UAE 0 - 3TECWRECENT FIXTURE - CULrKo NMwTaa • . FIXTURE R - IECANnsacear F3xtuRa - CAILINe MODI7IEu JO® NO. I J3XGATE: NRE - LIOMI' IIXTURr REVISION: COOp,Ep - PORNISNEO EITH COOLER FIXTURE J - LICK FIXTURE - RAM NOOD.- pORIIIBND II ITR ROOD FIXTURE X - INCAMDESCpR FIXTnRa - MITER IOR RALL JOIJW7" FIEYuI! L - INCAMDaSCAYT ►IXTSIRE - IEIG!UAICAL ErACE' - SHEET NO. FF Sequoia Pkwy, 14610 SIi)50/67 DUP 95.0321,MEG 95 D268 28 o129 ....... .. ruw�re a MNM wpm-i•�� If lhis rulice appears elearer Ihva Ilse ducumenl, the dorumeal is of 111:11 !iaal ±jl� {I�Ililili I{I{±j±�rj±{± II±�{t�rj±{I l Ia(jI{rill±jl�I{i�nl�±lljl r ±jII±�Ijrj�ll�Illlili�±{Ilr. ilI{i{i�({,I± ilill{i�(IIII I ill�l±��lilif t �1N�tff�b �►N{!�il�l� D IroA rArc r eR _ — i6�'J — 24X C ull lm andrnr nulre ±�nt��itnrluu uuh uumhurinllhmlmduil(Indlm Iminuinuhullun6nlluulnulnnlnumlilnnmldnu mdnn mdnnnudrre mfim unlnmifnn , ld±ilnroll� J "Nam V400ROMM l.:1 , '.Me ..r �r ' ,� r `� r�7.'��?Sn..rllli� #..t•_ I.,... AI � � I F i d S� n{ ,:rqa n►#:'UP{r ogee�,:a�t a,,: y�. rar�t::.'?:7 5.:a Z yrs��s•,i �.-.• �,n"�e�'rsW / .1. -�J•• -t i�,'y. 7R'' ,•.l.�k'K ��. '� _ _-�`r�'�-mow_'_+- y r f�.�,•��r r `'mss_--• ��--_—•••'-'- ._ -,f'• �- -...-_._-� -"" • r � ' 1!, $W1 PHZNT SCHEDULi? •70 P0O,,LClM1NG IS A LIST OF SPECIAL, 11111mmi PLIJg '.rt '..?fir�+ :. Y.• ;'"•-p t#i aCT wx1i11;D zoUZPMEITT TO a8 INSTALLED, CQl�7RJIL.'3°CDfk + i IP 11CR OPY i''QWRCTION AND LQAD Ri QUIitL�tll;iT�'S P0J.k >r swI>~11FT + i \\ �• � I� � I?!1!t 1 - POt~iSR '1V C`OUt+SR CQdPR8SS0R AND R91+A7TIL1 c' \. POWER RSQUIRSHMITS FOR CCIGLSR. I J ITEM 2 - OUTDOCi CONDa11EING UNIT CIJ-i - 208V 309. � IT04 3 OUTDOOR COHDUNSINO UNIT til-2 - 200V 3PH- ITEM 4 - OUTDOOR COUDENStNO UNIT CU-3 - 208V YPH. ITIN 5 - ftAS i:URHT.CB 01 - 13. 3 MPS - 1QH. w; \ • _ - IT01 d - GAS FURNACR F2 - 13.3 AMPS 1 PH. IT04 7' `•-.' �� _ - r ' w� ITlrN 8 - FAR aXl{AUSTI]11t It'l COIL �(3RRA.ilIi)SDJIPiI. t; a y .a I + tT%H 1A - 5W9nT PARI PAX p3"RFiI.51VAMPS'9 AMP. - 1pf1•, f ` �•j - TTtiM 11 - t1<SST P •]11 1'1UlAI»T PAiI Pi - 1.0 AMII+S - lltP. �.. ITON 12 - REST . 44 VX11AUS'l FAN FS - %.0 AN" - 1RV, GDP- Z IIIN 14 - MAKS-UP UKIINW-1- I It5V 1PH -IMP. op 17*4 IS - DUCT FAN S-1 - 11SV 1/12HP - 15ow. `A w IT04 16 LRIDIR '.XXh nM DISH WASHR RS - 3 Tpt S. I (1 I ITEM 11 OUTLET - SOUP WA1tMRR - VERIFY LOAD Rll>Qh?B. r rm; 16 - S PSC iAL PURPOSE OLITLET - 20 AMP. ' ITIM 19 - (ELECTRICAL. CONTROLS - GM iAATRR .HLATCR. I *rM 20 - ICE MACHINE - VIMIFY 1.CW >RII'I�4TS. y I - _ "U/iTA'OLS POR GAS Ir�'i'TL8 v62I fYlf. ITEM 27. SLtsLTRICAL u S'M ;1 - RLACTR I CAI, COWMOLS GAS WX.'!IR WUrM - VER I P Y. ` x 2TIM 23 - ELXCTA]CAL C[A+I?IItOLS - NSHBR - VERB y,. R S 0 • I i ITEM 24 - ELECTRICAL CCr1'ROLS - CASH MISTBAS 6 - .vaSIZtY. ITEM 25 UNDn COUNT%R EL19CMIt:AL RMIGNAAIM._ r �OIP4U OOTL1:'T9 - 6 C I RCUI'rs 20 l4MPa` IMI RIOR LIGHTING - FUTURIL - 3 CIRCUITS... VA RL8(.-MTAL WORK IN STRICT ACCORDARCR KITH JORtL APITL2CASL6:' ,, I C=S AM Ok')INA14 RS. ► '�4(�(y 9 / syr-- , + 2L1I=IGI. COHTRAC1'C,R TO CO01IItDI"Ta IIII", Pmrc UTZ.. i �-•� COIOCBiiDIUM - AVMM„"111 llLii=CM4 A,MVICj'AND , R* PAIi>cl8 AJiD U73ECtsplfltt:'Tt. / Alf r ( SL$LTRZGL CON?RACEM 70 COORDIXM Vn3A 011111111111111t,AS, 7b A SWIA / 1 , C •�t4al�T I I TaLRP>F> >R t ITY ND ' - "^`'.�+�� LJ + Ip > l 'Pili. LI A► AG ® /3 _ 'o AS A10 ---- ---- - -_ 1l--- fr�'� A R C hi T E C T B A i A QRNM IBI.JITE!1111 e 11�N.1N.1 PORTLAND. 064 97230 PHONIC. 1503-1257-7332 ELECTRICAL POWER �D 1 173 i EE1_ECTF2 1 GAL_ NOTES - ,•, w .` �'t ALL WO/arc To 13E FUIRh1 t Steri) AND t Ids T aLL® I IN STRICT AOOC)siDANCE W 1 TH ALL APi'L I CABLE 1 IE4 - D OODES AND ORDiMAS. 2. " SHOWS APPROXIMATE LAYOUT OF L I GHT I N13 I,tQHTiNO-3,520 SFX !A W PER FTX 115 4.u3 W ` '..11... AW) Q,"►'LETS. CONTRACTOR TO VERIFY LOCATION AN) � K1Tf„HEN- ESTiMATE:D ►�+11,000 W ��•` TYPE OF F I w—j jRES WITH TH OWNER. ..__.._.� s, 3. ELECTR I CAL OJNTRACTOR TO 00ORD I NATr SERVICE HOOK-UP p w 1 TF 1 PSL I C t1T 1 L I TY. , REFRIGERATION- tr STIMATED s ON w 4. iE-LCTR I CJJ.. VRV I CE UNDERi3ROU D. 5. TELEPHONE SERV I OE UNMAGR L00. t,r. �P•� ��►.�,ose. �� M MEETS-30 180 W *1120W i S. OC)GUP i ED AREA - 0ONDU I T CaONCEALED. ;1 7; ELECTRICAL OONTRACTOR RESPOWIOLE FOR APPL I CAT ION AND PAYMENT fes' ALL MS AND HVAC QP X 2 X 4.S KW 9,000�' t .•, pmI TS All.l C/JfL,E TO EIt+CTR i CAL FORT I ON EXHAUST FANS-ESTIMTED 2.500 W OR THE 11111COK. M.A.U.-E3S71MA'I iD 1,200 W JOB NO. _ DATE. TOTAL 43,345 W FIEVISION: @ 3 PHASE 4-WIRES I20WSV (123 AkfM t 46 1-PHASE 3 WIRE 1204240V PROPOSE A 3 PHASE,4 WME, 120i108 V AIN AMP MVCG$ l3NEET til©. •i' 1. CO�y•*n1T�RA/CT'QIt'til VERIFY LOAN.MID Cd )ADt�iATE 1'�'�'A�r1+A�'1.�'1"H"04C 2. CONTRACToR TO REVMW WTI'H bN R FtQ1t OTM 91,96*31CAL"WK-op A. SE4CURM SSM B. Sot1M11D M. • SIT 95 0034,ELC 95-0487 C. maratiot Ik.�t3H ve RIE QU IREMENTII S�uoia pkwy, 14610 BUP 95.0321.MEC 95-0268 �` -g S r'1 29 fl t+ .•.,e.tw .• •,•Mur a Nl�M , �rwr�..a.rw�. ... If Ihi� uolicc alll►ellrs clearer than the (locumellf, the document is of marginal civa':;y. �jijij� � i �i �iji f��j�ji�ijiji i ijijiji�ijiji i ijij�ji�ijiji� �jij�jili�iji i ij ��ji�ijr� . ijijiii�ij�i► i � i �ji�i�ijiji � ijijij��jiji ��;i��i��I►1�1� t ►��i►�tt-��- ��#�I�1��1►ii INCH mar w CHINA24X C D �lfll�ii��ii��lf�f� i�i�l�fniifnfinflfi��Itfl��iilliilNhrti�i�� iii�l�ui ii,�Iilii�iii�I�ii��i�iiLlllIIIiIIIIiIIIIIIIIIIIIIIIII�IIIIIIIIi�IIIllllillil�IIIIIIIIIIl111illlllllllli�IiIIIIiiI�Illlllllljlllilllll�llllllllljillillil1lfallllllf�fllllii� �' fr(ltftf ^ •• fIIjliill i