Loading...
12442 SW SCHOLLS FERRY ROAD-10 � I D E Vv r1 I-K- y I FID 5/5' I . TZ. 'r'V/ YELLOW CPO-- Iv' \F?K ED 5 C:H E Lc- K Y' l_ .� I BAF 1 " 21b 2� Pot E: Ur STCFZY" ON E' '`D T C)R Y G U M C,, . e CD C_ K. f�L D G - GUNC , L5L0C✓ F_ E� L_ DC- . ONF ST -)PY C._ OIJ CrFZETE E9L0CFt !3L_ D - V ��ri,���?' -- \ -�- • - /A.. C_ TDM - E)CRIf�)ED x' IN S W `.OFZ � q, op I 'CONCRETE UTILIT 7' Vf�L►LT 20 00 `� ED 224.4°5 TRANMH SFUF?MER +�' — _ � � V nN �L w v O RI(✓ 2,,4.97 M q, ,•___QTR -- - a1 ^..f -h n `—_ + ��-- �� ry�J b0�__ .-_ rr� .rFO 5/E)' 1. R w/ YELL0\1v PL_A`•�_T- I C. C-.A F� _ El 1 --- w •t ��� (r ' q +2 ••,tel ---- - a - - - + - • - - + �`�RTR+L�. !1`'I A R K E_ D �G H E L5 K T- L S Iei4 I ' W__ r --�e _ _ -- -s' . —_ rte- -F2''3z IRRIGA�TIU�t��QNTROL. G' CHA;N LINK f=ENGE - LEGEND ,,,• ,�` N d 05 '�2 5 71 . CD 4 ,� "-- UTILITY 'vim tJ -� •�•� 51-M5LY M ,��' 0� ��L - VV M VVATER r1ET E R ��',►� Z;i' Q2h �\ `ti p ' -- --- - _ .V �n V wH�T E R vA L v F= N I I \ 2�. + - �2A\� , ,• 2 F H FIRE YDRANT 0 A " + 2� / i + C_ C,'`� Cr AT G H ESA I N g0 --�'"`�L +� / / l \ ti� Ni' 7 rt T E L.E P H O N E K 1�E R (� II► I ? % ♦ U T I L I-T-Y PO L E 70 LGV — LIGHT C,ONTRUL VAULT 171A Vv / 2 �� ti �� + + } �,� `b� / � ry�L ,�`' Z _-- E ._._. U N D E R Ci R O,U N D I�.L_E CT R I G L_I N I— n � ,, +tiP +?�` A/�/- -- W AT ER.. L_I N E t , 2 - �, j" > i / !I F L E L_E V AT I O N AT t=A C E 0F G U TZI3 A G U I (� +� AG ASPHALT GOI-IC.F� r E- sUFZF� .GE bU "C7 / �0 -�'_- -_�2a_� +tib II 23 L_ L' X I�T I Iv L, G O r-ITOU R L_I N N c. T'FF E.E h' tr 2 �' 0' / + 1 . CP / N n + N N � a � � •1 y o 234 ��1 +'�� + � � �,� v � � . 238- 59 nJ 2 � - 0 I 5PEED 4U' } +Z 1 �� h tine' ' 2 / LN 3 _r' I I \ 1 �.j� DESCRIPTION I � A tract of land situated in the Northwest 1/4 , Section 34, T.1S. , R.1W. , W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows : ;� �, fYj _ n, �, COMMENCING at the west 1/4 corner of said Section 34; thence, ■ I +�'��'�i�'. \ +� X234 --�+2 ,tip' +2� �` + 2 1 + (\j along the west line of said Section 34, North 0010148" West, ' 35.00 feet to a point > � �I ' 634 .36 -feet; thence, North 89 52 27 East, �� ,�` P - ,_____ z32 ---`• m A. 0 on the east right-of-way of S.W.. North Dakota St. and the true • ` N \ ��� 'Y point of beginning: I \ C) thence, along the said east right-of-way the following courses, North 0010 ' 48' West, 367 .74 feet; thence, North 5°31 '50"° East, 65. 32 feet; thence, North 0°10148" West , 75 . 93 feet to a point ■ +� InI 233 Z 50 .00 feet from, when measured at right angles to, the centerline ➢ , ti 2� / A ��1 >� hti of S.W. Scholls Ferry Road; thence, "parallel with and 50.00 from ■ A the said centerline, North 84 21 49 East, 2. . 91 feet, thence, woo I �2n,I+,(i}9,"~ +2 v r^7 �J G2' o " r>� +2 2h +2 t + 2 2 2 ,) North 5 38 11 West, 20.00 feet to a point 30 .00 feet from, when + p! measured at right angles to, the said centerline= thence, �._ parallel with and 30 .00 feet from the said centerline, North • d4021149" East, 420 .26 feet to the northwest corner of that tract J ! I. - �``- L.�Z— _ of land conveyed to Portland Fixture Company, described in Fee J No. 78-9703, Washington County deed records= thence, along the .r� I west line of said Portland Fixture Company tract, South 0005 '42" •■� I i -23 I ---- East, 571.04 feet to the southwest corner thereof; thence, along 1 1 x`16, the westerly projection of the south line of the said Portland Fixture Company tract, South 89°52127" West, 443.92 feet to the , T I2 � Z.�\ 2tip\ 2' 1 ti•'1V I �'� �� L�\� ti/� ti� 2L� true point of beginning. �' + + + ti ti + + i! 1 �, T{3M - TVP OF SE. BOLT 15 SANITARY SEWER EASEMENT • I OF TRAFFIC LIGHT POLE EL 252. Z,4 _ 1 __ - UJ Lh I -' \G� G L E A nt U U_r --- r ---- ----------- —_--- �T RAFFIG LIuH 'r Pc7�.E IC 2zZ.1 - z U= CK "MEA00VV C.;R.EEK 51(�N U) �8' `aANITARY EWE R -�... ` I 2� W +x• I / M - F IEL_D VERIFY - � F TRAFFIC SIG1��.o.L !_ r` PER MEADOW �C-RE.EK REGIfTE2E�D�° IZ"C.C.P I[-= ?Z9 .75 �L! / ELECTi�IC METEFZ Pc�ST A.I-!EAf�" SIGN �� ` )E VVEF' PLAN PROFESSIONAL �o SAND SUR !E`J r �--2_ -' '� 2 R '�" 2"� END EXTRUDED CCJRB TRAFFIC L-IGH - '—� � ,_. a b '—i „<`= _ + _ +�' G) 2 +2 ti _ - - _ CF�055WALK.. ONTFZOL �� � �,,--�__ I}"�' __ -- mow o o -� 1Fr� �' Z3c, toy +1"' (� UEC�IN PC7UF' ED - IN • F>LAGE. CURS = �, • WV wV I ..-�� ,�". �--.. �„•�.`-- — F- 9 --f ?iVY ��1 �L !L�` --c -N����'—�1°� - ~�D 2 __ - - - �,2 ,- GV 2�' r!— 0 R E UT I U TIY" VA 1-T I �b4 O��V 2 l\( $ 31 50` E -- ,:.;, c2Zh N 0' I O '4 W ' �R'� ,2?' '�Co 7 2 Q •' - 't' -rt' P. O. 8. u�. d` s oiH a Fas I f O N A R SKY t rJ 0' T R A F F=I C. LIGHT" �Q,� C •w v C v0 • • r eel CONTROL VAULT �' TG 228.9- U) �f 110 WV - ._•.--� �' / 22 T U Z 27 � I \ 8 ■ i Q' I U' 4 W - - ------ --- �ST-R E E T SIGN 0_.� _ - -- g 17 -- -7� , �j� SDr1H (n1jDMH I I I E, 225. Z3 IN N.E. (!2' ) i E- ZZ'5 75 IN , E & N E . (12') (D I ---IE• Z.25.03 OUT 5. (12")-- ----- --- - .-- - - - - -- _ IE= 223.73 1N, N (I Z-) - --- - -- --- - _ -- - _� Cn L1 RIM' Z.2�. Z'_'S IE, ZZ3. 5g OUT (15") Co:34. 3F� , f S• • NOt'tFl Dakota • RIM• 22�.L�3 l_ SECTI�'N4-3ORNF=R L_I S S' 3C,' lI' E 2 �7 =� b4- L I ' 4�" El �- z 191 SURVEY Project Numtnr N 87M Date 1 W-'r1►•,I� 4, gl..lW I�1F0 Gnl-�'�G'r VX1�1� r.II0eI✓I� SEPT. 89 � BUY WATER: Tigard Water District - 12" on east side of S .W. North Dakota St. , 12" on. south side of r S .W. Scholls Ferry Rd. 1 • WESTLAKE CONSULTANTS, INC. F'!RM 1 T NO. BP 8921.` 5 Engineers, Planners L Surveyors '[� Ic- ••,c , -- -- 7145 S W Varns Rd Tigard, Oregon 97223 2 0 F n t Phone 684-0652 NIA-1 h' • 'M@Mhl. ;.. .. V .. .. ... ... ...,„y,q>• ...n..,.., ;. :r ,.« .aq++..e+.s«*yncw.. w.rn.w...ww+wa«na.•..*mars.,r.swwuw«.fus...rr+wwwo—..-«w ..r:"�qtM.e.a,r•.,aw,++wner.,.r..,„.ns.[ew.a. jtlllli!11{1111111{1111111{1111111'111I111�111I111�I{IIIITIIIIIIII�I�IIIIII111�111I1{11111111 I111i1111111�1111111�111I111I111�111�111I111{111111!11111111{1111IT11{111I111I111I111{1111111{III NOTE: IF THIS MICROFILMED �' { • 2 -- 4 _� 6 7 -- 8 9_ IU I I 1 DRAWING .IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAW INr�, _.. ------- OE I Z 9z LZ 4Iz Sz tz Ez 22 Iz 0z 6, 81 11 91 sI �I EI 21 II 01 -6 9 1 9 'S b E z I" ,1!11111{ullun{nn�uul;►11111!{n111111{IIII�IIM{IUIIw61u{u111un�1ul{I1u�1111{IIN�HII�IN1�1111�I111�1111{IIII�1111{111{�IH1�1111�1111�1111�1111{III1�1111�1!LI�IIII�NII�llll�llll�tlll�llll�llL1jU11�1111{IIII�IIII�IIII�IIII�IWIIl1111111�IIII�IIIIl1ll�lill�llil�llil!!W I �� APRIL � 1991 1 r AF— No 1 U �yr 1 J 1 Cx15T F-H. N 0 05' 42' W 571 .04 9G I 00 I , i I I � SGAL_F. : I • 30 I � U C cr� I � 3b Z N O �1 I U) N 511E SZl2EET I►�1t�12UVEP�lE1`fT- C,DN1.l EGT►O I�1 TO 8E � �D i I rn G-, .�.t�► ,~a t2 .W . �C.t�c�L.�s �S TAT E D c�►J B►C� 1=^R'�I • Q l� 0 M 1 \ ��/ F-'E 1�►�Y 1�d. l M IPt20�/�t�t1 E t�1T�. QI a. V�'� O � 3 J_ _ I � —_ �,---�,TUb � PwU TI I � N � � // BE 2281.9 (T'I , � I � 1 , I � ; I z � ppI 1lk. I TO E II G:IZA DHOW I.1 l ,r-� ra1�.i G PKIOR TO- 60 O W/ MJ Way.ay. Gc�1..I "'1"r�.�:rTio►..i• i � ►E 2.5 0.00 � ►� 22 .33 i. 1 ` I +- PROPOS N U, cr. Y Cie, - S T 9 V 1 N C E N T S Nl 1 I —__ IE �,�,� Qr6 – - � � 1 1�1�1�1✓.tG �.t�l I'TA4Z� �E.�.lEr2 MEDICAL CENTER � s2. 2 2" METS RSGo.� � ��P•.1..i . �E.-JF>2 �-aT�� � I �" t3Y T-w.[ 0 J mi x 2" _ U I PT T>m6!� 1 o�/, TO 9,00F;:' o�zAl ti _ - _ ----- ___- —._ U F -•• ' ( -1- � I � l C 2}�.G.. 2 -T-0 PZG17 F OR,°.I N >= a . SF f✓M M Gl. FAt,.14L.IT ��' 2'" '�• E 1.1ti=rte t= M T. \•� — -7-1 J G--, 228 l E X i S T; -pSF-�lG L1HT F _F- •a.P ,� 10�y �_� Imo. C�. 7 % t0�`; O �� �AfJ T r--XI gT M1�At�C�1rL _EEK;'; tC-zaP.1 -��.GV.�TL. -G�_ _ Y / T --A nJOU T ti- ----..��- GL T- �'F' 2. - - x IST ELEcrT: M- E 12 -=�� - ��.. ..� - -�� ^-_ — - - - N_0-10-48--W-7 5.93'_11ry�- s31 ' E 6 �' N 0 1Q -48� 3 7 74' Cxt�-T c,{ t r,�,' Ex���. �►m,►R > �c - -e�E. w�.hc-�vEc�D- - -- 1 0 ❑LGV 5 - - -- _ - 31� 12' W }� �I2 w• I2"W 12�Yy -- c.t��--- - It"w 1 tI --.LIVE TAP EXIST. EXI�`T" �=-L� lE 22Lo.02 N .a �• 1E 2 2�J.��+ �.. _ _ -- - --- 12 D. I. W1 I Z X !c gPrJ gC� - =�+_ -rAPPIN6 TEE �" G.V. TG-i 28.93 .J �EXI�T. �TG�rz r-1 NH e S.W. NORTH DAKOTA STd ' 1�1� F hi ��Pf2� N Y ,oti'T I U �-� ��rye--t t�+R.at r•,.t I _ Pr(lect imher -rte •T'12.�.1FF 1[' �tGTJ►.e.�_ '4�-a� -�3 ✓' 'r'1...-G�/ �-lF'-�.F�=tG, I��NT• CG�1�...[T�l.._ �/A�-tt..._T .)ate - SEPT. 8p Westlake Consultants �t1c . Hilltop Business Center PLANNING 2 1�F_�%16�L� c{-2•� $ �E�/I�,Ep( WA' CK L.1NE�a cAs L1N� Lnc.•n,I IUM 7340 S.A. Hunxiker, Suite 204 ,,.. SURVEYING Cj 1 Tigard, Oregon 91223 ENGINEERING 1. vt�Eo -z�-ea - R�t�x-d:rr✓ v�ricc_rr�� • 503•-691-0652 W;/ ?C>' STORM LIVE . KEV15/E 5-(l>� SIZE?P. 1 f 3 OF' 56 4 IIj11� 1111111 1111111 1111111 Illilll 1111111 1111111 Il+llll Illiltl 111 111 1111111 11111) 1111111 r11�111 1111111 111111 111111 1111111 1111111 1111 I i III III 111 I 11111111 IIF ` 1 2 3 4 5 6 7 8 NOTE: IF TH 1S M'_CROF I LMED -- --------_. -- --- DRAWING IS LESS CLEAR THAN THIS NOTIrE, IT IS DUE TO THF (11JA.Li f i l.-F TW- ORIGINAL _ DRAWING. OE 6Z k7Z LZ 9Z 52 P1►?, C..Z Z2 la OZ 61 - 91 LI 91 SI' 01 El ?.I 11 ill 6 9 !. 9 s Mill lllnuluoil III 1n111n1111u11�I11u1111ulIIINIl1u111111►Iltltlt111111tI1111111i11111111i1I+ItIIIH!II1+1111 1111!IIIIIIIIIIIIIII�IIII11111+IIII�nnIN�[111111111IIutIIIlIllullluulluliilllllul�Ilulll+Illuillullsllllnlllnllllw�NHlliuluu�ltlWlllll++ll+lll+l�► � APRIL11 1 1 , I II 0'? I�-)r- 11T" 1r --•------------LOCNTE MANHOLE COVE UPSTREAM 8 FRAME .•Y owl ' MAIM SEWER , LINE FLOW As SHOWN. REP= I l\•� •�; V � ���' � �V 1 •root 0,00 .w ( � MAIN SEWER LINE ` it; '. I . < I °-`f del� 1:.!:I 1° ����•)y`t�'_ r ^• CUT ON IRCOMER MATCH FINISHED GRADE OF STREET j - '�'is ,� ', ° I • Yw Yu '. E F RAPE i � .�: �r� .rf.� �, na•i'S`?••�;�. k (See S1M00►J Plan SET FRAMERISER RINGS VARIABLE O ) V 1�IQ 1T 7 ( IN MORTAR J,10il■ium I' ' ECCENTRICMANHOLE TOP. . t I I � i PREFORMED PLASTIC GASKET �X t�-�TE,AC�O W STANDARD 4Y" MANHOLE RISEN CONSTRUCTION NOTES' _ .• Gw_Et.V1_ AST-� . • u 44" FOR PIPE 24" ° p COMPACTED CLEAN v y+ OR LESS I �." t; WELL-(TRADED 3/4'-0 60FOR PIPE ?7" �"�`.__� •�'• CRUSHED ROCK 011 LAlIYEN ' 4: t o''• -- I �` /9 1 ✓� « !; • ° or %�• UNDISTURKD EARTH 1. All construction to be in conformance with the standards of I �•4 .S ON the City of Tigard and the Unified Sewerage Agency. I 2�Sl... F -• 8" IwG. I � C , ~� � r 2 . The Contractor shallbe responsible for obtaining any e E � Lequired permits before commencing any work on this project. I�,� �3. Arty inspection by the City or field observations by the 1'-�12C.�E��_,r t� � -'T developer ' s engineer shall not , in any way, relieve the ST. �IRJCEt�!'T�� I 4. SET IN FRESH Contractor from an obligation to perform all work in •INSIDE DROP: o o .o C131 o D -� CONCRETE s compliance with approved plans and the City ' s Standards. Z r. 'b » o • o o ? 0 o QRouT. 4 . The location and depth of any underground utility shown on1�7� 1 .•1. N W►xrMuill 2'0 L • o Coot o °a•�TUP� r--2L—L-1 10 L..r - >�,11 PVG • •• • • •t 12 LAYER IMPORTED these plans is approximate. These L tilities are shown using I��lIA - r- -L-1 r` p M VERTICAL DISTANCE Tto �— 1 a �_—_ the best information ossiLle and are in no way a r— O INVERT TO INVERT M{N. BASE wATERIAL(S•�4=0) p y guarantee of location and/or depth. ; /� -�F�•-k.-�,•� �XI�T � - - 5. Any dlterr.tion or variance from these plans, except miner : f4eld adjustments to meet existing conditions , shall first STANDARD MANHOLE be approved by the applicable agency representative. Any -` � changes to these plans shall be documented on construction field prints and transmitted to the developer ' s engineer . 1 --- --- --- - _ O 6 . The Contractor shall be responsible for coordinatinv, the � NH '�-� 1 M"i A-T relocation of buried and overhead utilities. 7. Before commencing construt-Lion, Contractor shall notify all '!=>M 1E=2 companies or a,encies with underground faL:ilities in project area. -- _ L- 8. All P.V.C. shall conform to ASTM specification D 3034 . NOTCH LID FOR - - 12,,W ----- --- —---- - -- -,._. _.--r ,--� LIFTING HOOK � -- ------- �1 - � ----- - 12 � --- - - • S -- - -- --__ ____ S.L.! . 1��`I'•�--1 �1�C.�rA �T� •=�(' - ---- _ COVER & FRAME TO ■ K MACHINED TO A TRUE DEARING ALL AROUND STANDARD MANHOLE FRAME & COVER � • UI UJ i 22 O V W 27" ' ---- — 3» LU U. Z Q -- W �- 23" » z CLASS D CLASS C — — --- -- -- ---— _— J > • E.XI�T. �1�1.-It�lt= J �1» SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL I.: AS SPECIFIED � ^.ER TRENCH TO ALLOW O FOR SETTLEMENT �- .,•. p.,• ..�: NOTE �\ • : �• •' MOl.E3 PRECAST OR BORED FOR STEF S SHALL BE HORIZONTALLY SPACED 12"' CLNTER TO CENTER. MANHOLE STEF] • , �� COP•IS -{ -7 •y:. MUST BE TIGHT AND FIRMLY EMBEDDED. • • • .' r 1 � 222,15'r •. • - - l E 2�2 • 7 SLP i I ■� yity�B9 q©oEt� UNDISTURBED •�• � UNDISTURBED - - -- � EAURBRTH .ZiZT -- E A R;H fZ I M F L.= 2 0. 3 ��=t.�"'��. E.'x!�-C' � � tD 12 STANDARD MANHOLE COMPACTEDCLLC:_L � _ - '�. . •• wEL�. �gADEO - II Z 0 3/4 -u CPU*= NATIVE I 4. c , 2.1,1' STEP : . �R : MAT[NIAL ®,• I QIV 4 111s» Q• QVC cc�ty til -Tc--, 0 °° - , • • C4 QD 224 - -- - `' _ Al ° I ' Ir_� „ to C �. • 2 2+4 � I KI - �" F 8 (n 0 " --- !.�? �3 °1 p r a•3/e""1 ' . ' • ':. 1 224 2.g uT �!c. . U) Z I/2 i .. - . . 221 82 11.1 E - --- 30 �b • SELECT MATERIAL 1 L,' Z Voi Y „ (CLEAN WELL-GRADED 3/4"-0 _ 6-0/6 " CLEAN WELL-GRADED : PIPE O.D. • I CRUS ROCK REQUIRED WITH 3/4 -0 CRU3"M ROr-K PVC PIPE) CUTAWAY VIEW -- o 1 F 222 . 14VC-�a1F1( 2 PLAN •. ..•.: .' .' SPRINGLINE - - I C PIPE BASF 1;5E TO PIPE Q oject NuIlIN PIPE • . . i �f = � 409 `�3 12" ilASE ` m I_)at�. E 1 " " a s" 7 SEPT. 89 411 MIN. FOR PIPE SMALLER THAN 241' - 1 2-1/2" ILL L -- T h r 6"MIN. /OR PIPE 24" AND LARGER PI PE BA SE 0 MATERIAL I W M SIDE FRONT � MATERIAL: 3/4" GALVANIZED STEEL OR I— 2 - - - -- STAe41-ESS STEEL SAFETY TYPE , TRENCH SACK F I LL DETAILS ' ASTM A- 207; OR APPROVED } ItAo _� -- ---- ©.�• EQUAL. *„o, 4.1 tlrllx ., . . •...,•.r.-., .. .:n.i. :. .........:M° 'YtiP1WiMPa[!vY»Mr.n...:-,i-.... .i ..,. ,! .._ ., ' ........ �•AiMli7i,• .._-. •.+w.lYY1°MY�YY.rw.-. �.._--_.___e -- ._--.. ...........-._«._........_. I �� I 1 1L► 1I+ II 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1!I 1 1 1 1 1 1 1 1 1 V I I I111 1 I I 1 f 1 I I I ISI I I I 1 I I I I I I I 1 I 1 III I I r 1 III 1 1 1 r i I 1 1 1 ! 1 1 1 1 1 1 1 1 - , �� � !•IIIIII � I � i � III � I , � III � i � I � �►II � I � I � � III � I � � lil � lll � I � I � II � IIi � ( I � IIII � III � III � I � I ) • NOTE: IF THIS MICROFILMED �• Y 2 --�3 4 5 6 7 8 9 _ (� DRAWING IS LESS CLEAR THAN ' IVIS NOTICE, I1 IS DUE TO )1f QUALITY OF THF ORIGINAL DRAWING. OE 62 9z LE 9z S2 >Z Fa zz 1 0Z 6 131 LI 91 SI to EI e II 01 S 9 L 9 to .1. 'E•- z I • �111I1l11�111111111�1111�111111VIII+IIIUIIIIIII�IIIIII1HIItItIIwbJHlttt111,u�Jnl�i+�111111�11.IIIIIU�IIII�l111,I1+Illllllllllltl)I�Illl�llll�llil�llll�lllllrrllllnilllnllu{IInI�IIIIILInlltulu1111u1�1�J1�UIIIl111�I111I1111�I111�1111�IW1N�11111111W11111111�LIIlIIILI�Ii11�L�1 y ATRIL 1991 I ROr`^r� +his °+ # ID 11.1 n I J N di '� � 1 .Z � •�/L .L��5�'IL s FACE OF CURB "'•� It - /Tip /' WIDTH W rTR[[T w wyrN. I � wwr ,Y ., -�. 1 �. MEt�tGIAV GE►�1TE:iR Wild / I :p%XfT =I LI•IFiT aOr.ItsFCI MILT Q I ----- --� -- t :� - :.µ4 �u•c� ROAD _ _ 1i-L65tlx /�' gCl•Ip./f. BXI`T L /• m�1�T12LCT' •dawwL..K ` V�V l LV L J E- {r1� I �p z 9l. 27 23 ll PE G- I IAJLSaT 2 = 4C)' 1J•T.�.�. I 1... + 0IE 22-D.ale, EN4037" Tom .2 1 2 I GMATbC.N 4LL ( , "-lattFt Fir • h+l C%j • ! , Q.2, - EXIST SIGN A GXIST \✓ya(� � .Q - � � Illi � � I I I � � ".•/ . (97 TRAFGIG 0./ • SIDEWALK RAMP o�a�9-z'�T' uHeeLsa-wn• - - - - Lw�T Fu.E y u!„1 A pO.M P'S (5GG oaTalLa •STrtl+i'-�714r! L= TD.Tb .G'pLA�� lFGKOt7�.re�1 eo•- �� � � � ryP � BASE COURSE • • \ •. �JJJ I PI¢O✓II�E �.�1"mTl-1 27' Gc�' ./�p�-� _ / 1 ° " .0°6 Dvretlpn of eo.m TC?AGNUS�TTlO�/E�L<.14TL_OK I\/ oEOICAT1pA1 ELS R f -ti' 1 ' _ - "- Ute^ •111 . U QY1- O 44.-NJ 12•w LX14aT. 13 O rrvrB A --.. _ I _ 1r�- �• - ._. __ ---- a 1']. d.P /� '.Erp 1. moll x- _>-- T-�E�10A� PIv _COvl �- �\ n P- .2 �� . �__-_." i2---�G_- a T y �•y ...GGG _ .I �IIj( 1..}•i � .:'>' > ' - g.r L.A,�a4-rte �, '------!"''�•-_ cc,< `-, ..c�.fad-, N ♦) 7 �1N (� I,.M `1•+,r 0. a 6a..TGC . - .. 2r�$�•.�t � o\-T"L"�+'� ..i--"r n\�` I?•' cc � ��-cz) sau�ci•Tsc FFi. � Type'C Curb n ___- - ^�� _ _�"t2 - e wir a"= PLAN _ No reSO \moi"GG UUE6T TO13XIbT. 1 Rom -. __ -- - -- --I'Z•W -. fw'.T�G'/E 'GGH GO u-r ..ImY PWN pc Cs Y. CG [il.lO p ap,lpnnp Ip ne rpmr - _ _ �� -- -�•� ``f'_. .---- � _._-._- .rs. I v�'U�yL.�See_---- I/�•• r�'-P w/ t/10� I D' �< 4 vor OOBS�11 � gXIhT. Cy .�`- , ;� .•• '�- I 1 I 01 mp• --- *T" EXIST. _- / C V CerE_ L•,^-••--�J Gupu_ rY AG . EA..10 COAYa2EC'C_ GL1YL13 4 SV1holls ■ M _-• - _- -��L---mac-( AXI'-+-T 610El.lAL-K r�OEI-w.l_K GOAT. �Rompr 'e, AiMr.ap � :. _ Io M full .lptn G 4, T9.0� G MtOlhl`-I 12' G 1.J01 dC Et_Cr -' - e J ELEVATION SECTION A-A G L.uIRv - I r-1 48' TYP - _'��_�' � � Al2EA. QF NEW R6VI66A WAT612- UWP- 1 ING lJ L•QJATION - 13/4 G TO C TYP a� • zIY+ I SD EDGE FLAT BAR TYP. m p5 ft. Of Isom 0.01 t1. r' i • tt, of darn 3 --- --- 11�(I' R w�1 d. `1 iI I2• V QI • dl `r N t I� 17� (� `• •t' (nJ��t Bptt.r k6T _r"I _ + " ? In ry `i ry * O 1T � � LU Surf. of Por.RAnt II L. I •• '1 1 Q BOTN END_ ! `�DG x !/e .�_, L �( ;�{{ • `, ,(U� J I(�� J V J y, O W 7 _ALL RAR! I/ SO EDGE FLAT BAR ,Itl F-a.). p•yq.r•rond. of,,//G/���/// •1 A.C.Csurf. D H W W W W 1i1 V' W A1C 1ST. �C_ �� 1;7-/ 1..� J iM R-Y' all jpimA in ouT ;ya10"Gp.a AGP.9Gt. Iws. 1 Q ' With A.C.ov,wt.) TMM-VW. J - + TYPE CA 1LLLIIY - - U I Grate W _ . _ f PR1J4'"��C P11.115N Gr7sc-mac W � LL o r- curZTa �CA1 E : 1 ' - 'gyp H z - -- Mediah - - - -- - - - - - u: j- 10 •/4'• t21'Z ' V - S.W Scholis Ferry Rod LU LUA o0 4 00 cn co a _ z vex 1/2'_ _^I -- - -- - -- - ------- -- ---- _. _ 10. LDGE FLAT EAR a {•1 N ' II.2TYPICAL lcuae /• - H \J 5. -_ /SLOPE OF PAVEMENT I �TUP OF PAVEMENT z to II z 01 wi9T6Q L/NE LQ"/IT/ON rrR , : 2 V2' M we L --} +_ T I^I _ UARIES 6 I L aGo _i N r <O - _ +� <' wEr "OLE 9"•CURB EXP03u.FE � TYP/GqL BOTTOM OF L/NL:33 07�/ER.%V/�3 ,/JOT1F '�- - FUF"c/RE 2"O✓E4LAY G7 C ti SUBBASE �•g O t PLAN ."Ma " cr�Ass c' a.G. I N a / VARIABLE - (SEE / O PLANS) ` PUNS) -- U J - LU N Project Number i I , NOTES: ; 2" C,iA 5_5 B-f1.G. C C 409-09 _� �• �z l d L NO suj R ALLOWED I --- ry'I I 1J� II I 2 FAGLIT.TEF °ORM IREMOVALL 7L/ 2 44 -O Q SEPT. 89 I/{+ \•` S/B'L 3. MOLT I I i yTd --L'•{ Ih'-'ke�- WILL BE GLOWED. _ ,/• A n ` s. Tor of WEEP HOLE O 1 AT SUBGRAOE. tl SECTION A-A N Vi 5 Catch Basin 3 M C3 e CYYI- F- G- 1 ;N�Ez•� �YF'/GAL _SECT/ N Frame N rs. r CRMIT NO. SP 892155 5 OF 56 �•.-wcrlr,nunr¢M�.Iwa+. ;. .. avR.n.. I „,:m. •.,. . --M-+¢* Bif.11BE�IRIwaanlRwr= r.++-�nRFa�RI�MIaw - __._ . rill , I Ili I I I 1 I I•.1.ellt: ,. . ...::.. . ... .+..w �. .,._-..... . _ _. ��:.w.r..wa..�r•.-•.-.._--._-_, ,•'Ir� I 1 1 I 1 I 1 I 1 IIII VI111I I II II111111111 11111111111 111111�II II II II II 11111111111111 . IIII III I II I In II I I I I I I II 1111111111111111111 1111111 I IIII11111I1 It IIIIIlI1111111I111111111111 -. --. ._ - NOTE: IF THIS MICROFILMED - I '? 3 4 5 6 7 6 6 1110 I1 DRAWING IS LESS CLEAR THAN THIS NOTICE, 1' IS DIE TO THE QUAIATY OF THE ONS,INAL2- DRAWING. OE 82 BZ a 92 'z ►2 t11$ ZT It �--�..-1 -61 61 41 61 11 Irl EI al 11 61 6 • ! 6 S1, E. 2 I ✓!1�111111111IttI1111D111111601u111111t�1111111111ppI1111ItiNI1MM11NIlIuI.11111111IIIIIIIIHIIIWIIIIIIII�PII111III111I11111111JIIp1111111111111Ht�I11111U�II11I11111i111II111I111111R1Ii111I1WI111J11111I1111I1111I1111111:1I1111I1111I1W011I1111IIIIlIVIIIUIIIIIIIII ` APRIL 1 1. 1991 GENERAL NOTES 1. All existing site conditions and elevations shown on this '`v+�; i� �• . plan are from a survey completed by 47estlik2 Consultants, Inc. The CONTRACTOR shall visit the site ar.d veriry all existing conditions and elevations to his satiEfaction . The % existance and approximate location of known underground > utilities or structures shown on these drawings were taken from this survey. The locations and depths of t.he's e utilities are shown for the conve-.Bence cf the CONTRACTOR. tt 1.06- No responsibility is assumed by either the OWNER or the ENGINEER for accuracy or completeness. SEWER AND WATER NOTES 2 . All work shall be constructed according to the applicable regulations, specifications, , codes and requirements of the 1. A11 sewer laterals, water- and fire services shall. end at a City of Tigard, Unified Sewerage Agency, Tigard WaterDistrict, Oregon• Department of Transportation, and Oregon five (5) feet from the building. The ends of sewer State Plumbing - . pecialty Code. It shall be the laterals shall be staked with a 2 X 4 painted white on the responsibility of the CONTRACTOR to discover and comply with end. The end of domestic water services shall be staked with all such requirements; obtain and pay for all permits � 4 2 X 4 painted blue on the end. The end of fire se1'vices shall be staked with a 2 X 4 painted red on the end. required for work shown on this drawing; and to inform the ENGINEER of conflicts. 2 . The CONTRACTOR shall be responsible for maintaining the proper 3. The CONTRACTOR shall keep an approved set of plans on the separation between sewer lines and water lines as required by project site at all times. Any changes to thio design shall the Dept. of' Environmental Quality and State Dept. of Health. be noted on the plans and the information transmitted to the ENGINEER. v y 4 . The CONTRACTOR shall protect and maintain all existing utilities on this site. Any damage to existing utilties, A whether shown or not on this drawing, shall be repaired/replaced at the CONTRACTOR' s expense. w1 GCS 5. The CONTRACTOR shall coordinate his work with all otherCA C'J CONTRACTORS on the project site. G 6 6 . The CONTRACTOR shall have all existing utilities located 0. U CLASS D CLASS C MODERN MUELLER CENTURIO/V FIRE HYQRANT prior to starting any work . A-4.1Z, 6� MJ 5 1/4"MVO, 3 P RT ( 2-2 1/2 ' N5. N5. Z � � HOSE CONNECtTION, I-4 I/2��NST PUMPER), : 1/2" � � wRrAcs RESTORATION ay" INC14 NATIVE MATERIAL, PENT OPR NUT, OPEN LEFT, COLOR: YELLOW As >Kc►rlto �ovLa TR[Mch To ALsar FOR SETTI.EMENT WATERLINE O ¢ M a Cr) C_O_N_STRUCTION NOTES I�-6�� BEHIND BACK OF CURB 1. Notify Tigard Water District (TWD) 48 hours prior to commencing construction to set up a preconstruction meeting. I�-0BEH!ND BACK OF Telephone 639-3516. SIDEWALK yMDpT�ED •�. uwtsTURSED 2 . Curbs must be in place prior to installing water mains. RAPT" :�. �, .� EARTH O ra[}�aR•o[o. 3. The contractor shall maintain one set of TWD approved plans 41 0 0101.11110110 .. � : MATERIAL On site at all times . 4 . All work shall be in accordance with AWWA standards. J .•.�•. ••••,•. •' ✓' O CAST IRON VALVE 80X 5. All work will be inspected and approved by TWD . ASSEMBLY 6. All pipe and fittings will be ductile iron, cement-lined. • Pipe will b' Tyton .Joint Ductile .Iron, Class 52 . WA-ECT MAT[IIIAL 3'� OR LESS 7. 36" of 3/4" minus gravel cover for 6" mains in streets and cI eArl LrEL L-�RAoea (auwtnocx RSOAItD 4MI T11 SIDEWALK right-of-ways . 3/4'-0 CILIEI�N= rlrc O.M.. . MC MINE) , PLUS •' . _ .E / -_ = ) p.; f g _ L� u=` �: 8 . Poured concrete thrust.blocks at least 8 square eet of bearing F- Ill€TIM Elul; PLE Lws[ -71 surface at each tee, cross, and bend location. USE scRllwLll�+i o j-'�, I �I COVER DRAIN 9. Fire hydrant assembly consists of 6" MJ x- 6" FLG tee, 6" FLG x PnE `:• } w rrll_=MI ? �" .CROCK W/ TAR PAPER MJ gate valve, 6" MJ x MJ holding spool , and Modern Mueller aAtsE BEFORE BACKFILL - "alill = Ir n L_ z „ �., 3 ort (2-2>�" NST Of , � �u [L Centurion fire hydrant, A-442, 6 MJ, 5 . MVO, p lilI la. i_I( �----MJ HYDRANT OUTLET' hose connection, 1-4� NST pumper) , 1�" pentagon operating nut, 'MIM. FOR F4" SM4LFM rNGE x.• .r}I - open left color: yellow. MIM.FOR MrE 24'AMD LARR to p / y MINE Lw1E F' 1�F� 6 M J x F LG G V-'---�` �l rn MATERIAL, Q ITT /�- 10. Each fire hydrant shall be installed upon a pre-formed IIi ISI -- ----- concrete block with 1� cubic yards of 1� drain rock. Tarpaper lU - I will be laid on top of drain rock to separate rock from earth TRENCH BACKFILL DETAILS 1 �_ _� m ,:. �` cover. IlIIII��I►�1 lu r _ /__ l,_ 11. All sanitary sewer lines 10 ' laterally or 3 ' vertically of, UJ - 111 ///L�'- V� // water mains shall be encased in concrete 6" thick 10 ' from MAIN W/ Mix FLG1 TEE \ 6 MixMJ HOLDING SPOOL (SEE PLAN FOR MAIN SIZE) crossing. Where crossinclG are necessary, they must be made at S -4"x8"x16'I CONCRETE BLOCK approximately 90owith at least 18 separation below water main. I� 1 1/2 YDS P UJ I I/2"-3/4-3/4" DRAIN ROCK OF 12. All r.lains shall be tested at 150 psi for 1 (one) hour with Z maximum loss of 5 psi. Static pressure = 85 psi . W STANDARD FIRE HYDRANT DETAIL u 13 . All mains shall be cleaned and flushed with potable water prior MJM to disinfection. Bacteriological tests will be taken by TWD. O J 0 14 . TWD will install all copper services prior to blacktopping ofim p els streets. Meters will ,be installed by TWD upon individual request Q of owner . Pressure reducing valves will be required at each meter W _ (supplied by owner) . U 15. Every meter that is ,!.--,:,.d for or connected to an irriga<.icn cc LU system shall have the pr,Dper Oregon State approved backflow im ~ _ /EACK AREA IS 4 of prevention device installed and tested by owner. Z UJ �e Jir / TABULATED TOTAL AREA �MARL 16 . The domestic meter (because this is a medical center) must have I„`, Z an Oregon State approved Reduced Pressure Principle bac)-flow UJ preventer with no connections between the water meter and said h••PLYWOOD OVER device. t� FACE OF BOLTS ALUMINUM OR CAST IRON J PROVIDE I-6" S0. BY 4 THICK TOP SECTION WITH THE ' 17. Upon completion of installation, the contractor or owner will STANDARD �n IRON TEE a PLUGGED CROSS WYE CONC. PAD , IF SPECIFIED f WORD" WATER " CAST IN J U) FRAME • :OVER PLUG OR CAP / 7013' SURFACE advise TWE of the total construction costs to which will be rATEAT1011T PIPE ►LIiG -.r--- 0 PMI{MOIIADE -------- . „T,•,,., added 10� for TWD inspections , water loss, overhead, aumi.nistration, 4-I/E' / {' TO fr ADdUS Af. E `, c/�(� �,�^-� t samplings, etc. , and 2% for eny ;Leering review, including AMCNOM BOLTS as-built drawi:gs, updating master map, intersection naps, etc. •4 r 11 HAND TAMP BACKFILL �i t SOUARE COMCIIETE RLOGL �:.; " �• % A AROUND TOP SECTION 18. The estimated 12% to TWD, noted above, must be on deposit �i��aNOR s PITH ANa+oN Ro�Tsa 1 MIM. ; � -y - I prior to beginning construction on water lines . :.: OL.= Aro MK, PACK MTN r 6010"011111 A BEND PLUGGED CROSS A2 wrau� , •'' .i• � •,. PLUGGED TEE ;••;; THRUSH' BLOCKING DETAILS 6" MIN. r , NOTESs 12` MAX. ' ALUMINUM OR CAST IRON , - I.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. -----BOTTOM SECTION � .�q/89 �EyisFo x'47"..: 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. -1: 215 2b, Ta 3. THE FEQUTRFn THRUST BEARING AREAS FOB SPECIAL CONNECTIONS ARE SIJ PIU (GLE � :.. SHOWN TNCIRCZED ON THE PLANS; e.q. � INDIC%TES 15 SQUARE I.i T BEARING AREA REQUIRED. 60 ouTL-ET _ s"COR CRE TT 4. IF NOT SHOWN ON PLANS REQUIRF.E BEARING AREAS AT FIPTING SIIALI. _ [MCAKMVMT BE AS INDICATED BELOW, ADJUSTE3 IF NECESSRRY, TO CONFORM TO THE �., TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN TFE SPECIAL SPECIFICATIONS. 5, BEARING AREAS AND SPECIAL BLOCKING, DETAILS SHOWN ON PLANS TAKE - PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON Cll° V11�26W P-GE - X T(01 QIKJ THIS STANDARD DETAIL. GATE VALVE Cry rI GA L•) S, -x• pip H)QA �lEa� K IN S ..€"r. ��n 4 : . • :-;A•�_ ,; ';t:..*•,:: 'Ll T TEE, WYE, 90 REND TEE r i i 1 �': +:. FITTING �GrLE<✓TG�Q • .. PL[1G OF PLUGGED PLUGGED Q �' SIZE CAP CROSS ON RUN 4`013END 22�OBHND 1111II'BEND ? - .A i OPTED PIP! ZONE MATERIAL t A2 ._.�_ I''0'IDEHO O Prrojject N a to hK r 1 4 _ 1.0 1,4 .9 1.4 1.0 --_- -- 6 1 2.1 3.0 4.3 3.0 1.6 1.0 -- _- Date STANDARD CLEAN OUT 10 _9 Q.4 111:6 -F-L4 4.6 2.4 1.2 - . _ 12 8.5 12.0_ 17.0 12.0 6.6 3.4 1.7 - \ - -- SEPT. 89 14 11. 1� 8. 9 4.6 VALVE SIZE 4ND ENDS LOCATED IN STREET �- . s;�- AS SPECIFIED OR SHOWN / ;• �� �,� �� 1,'�• �-r--t�• I _ 0_ .0J l.0 14.-,:, _7.6 8 ON PLANS I IrrT��10f� t E,�TeP-IOF D � 13`, - TYPICAL VALVE SETTING ^qy yHOWN C1Fa F't-AN'9 -- T 4 4.n .D -I F5. ' -L-iT' PoPNT:7 IN/'I.�J�1•f 'Jr STANDARD DETAIL NO. 3 NOTE e GATE VALVE AND VALVE BOX C4 PERN'11- 110. T11 ' 8` 2: 1.`,i`."I ABOVE BEARING AREAS BASED ON TEF- PRESSURE OF 150 P.5.1. AND AN SETTING DETAILS CATCH BASIN DETAIL ALLOWABLE SOIL BEARINI3 STRESS OF 2,000 POUNDS PER SQUARE FOOT. t 6 0F 56 i,: -pr,1VSFNH[711NR. '�. .,.. " "wro.. t ....ua n.r.in,R•m:v«mwn,w".w...w+.w..w nryn.r.i .,mw.. . +.N.. _. 1 wAM. av>d1"lMA --- r.m,a.,' .»... �nueAne.. - ..,....n.Mnr»"aww...+.aw►..w.......,:.•........_.-..........,.-..,..,."n,.w,.«.......... a�Ir ' .,:.......,....-.....�..,a,ppt•-:r_;...,, ... .....:. ...... 1•�r-••..�..+.... ,..,n+.:.....,,+^w.wM+rnl�•'.iwrgwUwur.x.r.w.rw.nn.e�`+n+w•w. w.,.w.++weA.ww+� „. . .. aA �'�• , ..,.. ,;,w,.nu, `- - III�T l�+Trlrot.'tr� .. WWW ^u..,..^ �'t�.i� Yn"°"" „""-.'ramal'. n '� I �_. �II�II�iII)iIlII111�111�111�I111111�I11I111i111I111i111�11t,I�II�'rl,Ifi111)�111�I�II1�141�1�11f�1!VIII`1111111IIII�IIIIl11�1�11111'IlII111�IIIIIIIl111I111�IILIITII�111I111�IIII111�111�III� • 1 NOTE IF THIS MICROFILMED I ? 3 _ 4 "'- 5 _. 6 t 8 + 9 !0 1 1 ..�.� r`t<AWIW, IS LESS CLEAR THAN „ THIS NOFIGE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ DRAWING• 0 6? 82 12 92 S21 1,2 E2 ZZ IZ 03 et -91 11 91 SI tiI EI 21 11 01 6 9 1 9 S b E Z 1 1�111uullulluulnllll11111�I1luulul,nmllullln+Ilullu111111111111iIIII�LIIIlu111uui1lnil;u11u111uIIn1111uII1u111n111u1IIInlilnlnlll►rnI111IiIn1II1nIIlullllt�uuluulnul111111uillul�tlululllnulllcllnulnnllwl►l�Ifll)1u1�1111w�1�1lllllllllllll � _ ` APRIL 11 1991 2' •, !ON R. 1uI� �,. jj OF — - _ 415415 099 - - ----- - ---- -N .0'05' 42° �` 571.04' __ 155.95_ -- -- 2 CURB Q•ETaIL 1 u I oN 6;` 'f►••IiG:;.: GIRNfEL•. � A.L.?Awl N& op �001 �^ vr-s BY ORrtGt�,l�vJt�, f Q.� IL4b S I I .5 cT 3 SIDEWALK DETAIL A FvR • N I 00cn � 3 �•G• ?A•a/INts1 Q PAir.1-fEV V "A G ppa/I 1_ I • I11 I or <i 4 614t-z. QUIP 381447 -ole 15. �.I D�//�t_K SIV - -_---- ----- - -� - (0� 2 ✓1 Y _ _ — — �. en , II _ n ! _ n � I 4 RAMP DETAIL ' "" j - --o 1 2.01 19 � 1 r- - 11 - , - -- --- U � u Za - --- - ---- ---- -- - -- ----- - T-- u GIJII - 011, z ,?«l 12 -- 00 . 2.1T _ j 5: I I � � �L-ANTER "r't'1� � N 2•� N I II G - - to ole Cc UJ LL V- Icy'' H-M- rR�1e. (,aRou'r FLaLL/ '1 J''p � I -' 5-D•I. �PF�s'a.) w/ I MZ- 5"rANt,E..! - I 19 1' 1-fir-46-115,I SGHLi�►E �' I - _ r �► ,}► 30 �iUIrZ (cze r) L�'(GN�sLT I G81 J p Sd I'D s.7.w•1u�'•( I , d' ® I 2.1 ---- I-- ef.A" � �_-r -- 3 I a r'A,��►-I�, 1 QII� �L F3Y I CCS I�.� co►P �l,-�G,Co►--It�lJrt- � — al,� Al2•E,a. � - 3,E - I � P�D1-•r D l 2;g'R.11..11,•I'yfi I 5 PLAN -;TRASH ENCLOSURE N 5 38' 11" W 20.0' ----I - _ - - � 4 \ g c,fF`EIi -Il�tty FIS-+". , I ��I� Fug ,�=� p11D �M �v 0 N 84 21' 49" L. 21.91' - ___ _ _ _ , �PrFT 4 I Tb ► I .cxL*1'16 o , DvJlal.l� I ! u , p 0> 148''W 75.93''` N �� . r -_ _196.55` - -- - _ X11 1 ori }� 3 I .,p E 5 5,3 -_- - .N � ,S =_-X6_7.7 4' l-- _ _ 1 x'1.19' n u'* W. 5RIGK WALL ---- 'I 1NC�R.fC POINT/ � (d� IC�� �IG�WaI,K I \WORK POINT SITE PLAN y-o W. NORTH DAKOTA STI C-o�, ort ' - ---- --,�- aRo�IT IN�IL•L So► IG' __ I g'O' lop I,UI �p .0ll ISI-pl I�Zi,�ll �S,-p,l i Revisions � -_ #�}• �I� CONT �Tod �//IID_ _ --._— _. ,r . -- - - --- - - --- 'IIsTA{- 1 A _ ,, - -- - /Z xg �?E�.a- SoiL• I G1�6 s�T IN CDNT. FIN 15 N 4 coN c. S t, .N� I O/IGS v► -- Coll �aRw6• _ L- G > �: w.W,r•✓1. oN Co" I -� \ �!I / I ---_ �f�IN.'� --- � , ` G to,< 15.3 —VN-16 I �, .,.-.•.�---- I '� (GI�v� j �'.�. I. , _ = 2'-d" i N TO C�K!>L.I f V D- I � _'_"� _ _ y 1 SITE PLAN F�roject til n� I 1 111111_=-I I , 30'-,V I I� 871 N� Datc - SEPT. 89 m ?III-�Iijj(= -�-•c.-��IN�1 6 -SECTION - TRAtH ENC�URI>� 7 ELEVATION —`TRASH ENCLOSURE 3 EXTRUDED CURB DE'T'AIL., 201 BP 692.155 -00� 77 OF" 56 7-7 .. - .,,.,.., var ,M>:r-- -xrc,rt* "�MYI�la1 _. .'�':_'...... ,Ilwww*•---'^'»�.w .w...w..+. ..,...0 ...sW4ww, _ . .. . YM11rrrw.new �!'!'I��II'111'�'11111��11'I'I�I111111'lIIIlIIIIIi111f1iI11�1111►1111�I11►1111 t111fill III III►III 11161�111111111111111IIIIIII+�IIIIIII�IIIIIII�IIIIIIi{II1I11�01 2 3 4 5 6 7 6 9 I I NOTE: IF THIS MICROFILMED -- __. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUF. TO THE QUALITY OF THE ORIGINAL - DRAW ING. - - - ---- - OE 6z ez 1? 92 '1 111 E? ZZ Iz 02 61 91 ZI 91 51 1►I E11 21 If 01 .6 9 L 9 : III IE-.- z I" ►il�nullulluullnlliluivaillullu�uullul{1111{iNI��uIIIl�1��uluu�uUluu11u111n1{a(1�llulnu+u�►1u111uu{null�Ij�nulllu�nll�Nnlnll11111i11ulnllliill�11111UnIllnlull�lulhll1�L111�11111111111111111111181I)l1lIN9N1ulI�t.I�,uUU1�111CIi11U�111 4 APRIL 1991 11 & J , `. POD7U4D.OA vF TEST PR LOGS .. Death IN, Jotti,11fialEeocuue■na \I \� _ - -- — - -- NO 05' 42' 571._04' _ TP 1 Lal Pp No, l 15.95 — 415 d9' 0. 010 Grs .Wd.TOPSOIL --_ ---I i \ ``` ` / /'i'' _ _ —`_ — 4—j 010.110 Stp.amp.nit Clayey SILT Mh WTB moldnp of Way n LMw4ab I I `\�\\ \\\ \ I / / // /// / — \� �—..•� ` 5. TP-2 TinSeiHo.. 6 o. 0.10 Go ,. ,TOPSOIL j j 11 IL LI I Iw OAA-10 5 SON.amp,etolm,clayey SILT"h aonle moplpp of pray In upper .9 to 11 j \\ 1 i 501. TP-3 TM Pp Na, i - / / 1 \I\ \\ I\ / / i �'/ / ✓ / I Ii f / // / o 010 Glew,aad.tOPSOIL 0.10 12V SUM,amp.bmo aeyey SILT w h W.mpwma CO vay in UPM 4.0'M 4 In_Pn No. 0 610 G,., TOPSOIL 0.10 11 0 SIM.amp,bvm,clayey SILT Y/prI Wme mollln9 al gray n upprt 41.0 b e31H1's.ET / FCR 5 RtGET z III ,II i II r S8. 4 I I tua 12 dr1�I. z•�,'- ,yyw a" N � A —j z+,s.a/ I 7 I' --- -- - 07 is, lk lop 1 .7 Imo^ III�1 \\\ I \\ --- -S- 144. � � •� � O .A�_ � \\ I \\II i W I 1 I 24e. [11-1-14-LL4- zsa.'I I lO III �� - -- _—/Y /I G32. 2To./n,\ � \ S�ifPL �iFF.�IVSRCA�RI'U' I Ibli• f.+t,l°�rG�AII.�s,I�sLW Wl.1 VIII I ---- --- - C --- OI�A11+/ Pl \ I I ,�I. 1�: (•CbRDI.1�G+?FI. All/ Cdrf�ll I 1 I •;S rel I CIVIL, po'aw+,"al 11 • IL \\\ 1 4' IFouNDhTIoN DRIuN FI L'L:%R b61.NIGET� 1 MIFJ 1� 'I+J GIPPG/IGi I I F- U.IIII T --- 23Z --- ------ --- Ii moi.--- - ------- - - - -?ail ---- U. 12 I --- W VJ 1' F.9-. 234.5 1z49.�: � . / -- ' � ` � �' III I� 1 zL24z4s� - N $ 38' 1.1' WE00' —'- - � K•tila5 - rN 84°21' 49' E EL9T -- - --r-- -- '-- ---- - '� _ __ --- - - --' =�_.. r _ - -- r - - 2441•_ -JIfi1.i9`-- N 0 1 48 W 75.9 N S" 3 -- -- ., N 0' 10 4� It '6�4 — I 24E;9 GRADING PLAN J - S.W, N—ORT _DAK TA _ST.- Revisions _ L[t�t'ND_ - - -`Z�— — 'VIEW Ca�N•iouR -- - - -- - - - --- PRaP'F-KT'f LINE _ ® G�.TGH t.A4l.'J I 1 GRADING PLAN Project \umFxr 87MI Date SEPT. 89 1 ' $ PERMIT NO. SP 892155 2.2.. le •. 8 IIF 56 ._ -*4*k* IN.q■IR' •erl.aw�a. i'..i.�.. �e...-."+1➢i - 1��IIIIIIII11111III111.1111IIIII111'111I/11I111I1-[I'111�'111Ig1Irl•'lll�lllrl lTll'71,111111II IIIIIII I11111I II IIIIII111111111111111I11111II II III III I1111111�IILIILIIf III;11lINIII111111! I �' '- � -. NOTE: IF THIS MICROFILMED -- �— 2 AL- 4 - _ _5 6 7 9 9 10 11 I DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 [2 92 S2 PL i1s It 11 at 01 *I LI •1 41 fl to to II 01 6 / ! 9 s 6 E 2 1 iNJunhnduui]IIIL�n11HIlunluuluuhullmdN1111IIdu11RM!InlI�MnluiJnnlun�uWunlwlhnllnnluu�urtlni!uulinlllnJ:INIn1Aull�uuluu�nldnu�luduu�uubul�quluulludnnlmduulmdlw�udnuluu6w�ulluuluulnn�lul � _ _ APRIL 1 1991 r (11 go, 11,19- TI S f � JON R 111RFICNS ��n U 235eE f'l .P t� +Y�re- �IMI- ILI L Ll 01 Ll LE li 6- El F1 ----_ PORT itip�OR�(lDil 11 IF LSC Ab lk JE -ell --- -C�- _--- ! 6- DOORMAT DETAIL G07 Jc,, *-TCT. U v ELEVAMN .� 1+-al cn �p-tJ D+ Gs+.P SI C�� G�2 oN h" On E 3 _ N S.Tp �L_V. 4"T, PI PC -� QA rl 7�D 1 � � U c) CT 0 pe •. - i oei Ua. -�E� -o �I rm oLY r I -� T. PLAN Li j 2 PLANTER DETAIL -7 HANDICAP SIGN DETAIL T GJ��.Ti..e -�► ' I�-'��� /i,�+�T�i�lTl,�i�•�- �� GSSG. r-�'�� ISI►-IG+ �i M —y u j FIx'(UI?rl C.ctza S � � --- eta G�P•MF�K. r-�p1 lJakc I=1) -1 — ��►1�== — - - ® ---� j, _o ..: -=J : ' o , , .. rL 7=_= 1��( t✓��l�i', Goof1� fpfog • 2' L -- -- { -o 12 0 _4 t 8 BOLLARD DETAIL .3. PLANTER DETAIL F"" L, j Z LLLLJ _9 0 ....� z_�7 > 0 „...� 2'Xe•o' �--�VI.,LN�� T�15 �ilt�E t�Nl.:� -- - C 1 �1,pfl Il..d Til O 9 PAINTED ARROW DETAIL O SITE DEtAIL I F'�o�lrlq - Co �' C.n G4R�I'fl✓i 11V�i � ---- - N � *441 lrf+l.R- a G. -------- Ilil!_=ill( I .=111 ! i Revisions 44 c�� r v qo I III14 I IN I N S r"c_atfei L oN— n• , a o. -rtU-,e,-s Pr(iJert N umher II_ �i 41x1 C�fo.��✓. FMS 871.31 2 - G•oNG. v/ .Ir - , e I VWim`(` • Date 89 x NIN Ss�T 2w3 FN�rt-N 5 .PLANTER DETAIL 10 AIRWAY DETAIL PERM I T 1\10. PP' 89 155 c? OF' 56 .. -.... (. . .. _ «.._...-� .,:"'�.�.► � � ��tl'III Iliflll Illfllf Illflll IIIfIII' Ill�lll 1111111 1111111 III�I�) 1111111 1111111 III�II 1111111 Ilill�l�!IIIIII IIIIIjI 1111111 Ilf�lll flflllf 1111111 fll'i111111'Ilfllllllyfllll�l�) �, "� "�� _ 2 3 4 5 6 7 6 9 NOTE: IF THIS MICROFILMED — DRAWING IS U.'SS CLEAR THAN ' f THIS NOTICE, 1T 1S DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ tZ 92 SZ. 02 Ce ZZ IZ OZ X81 81 LI 91 SI b1 EI ZI "I M77 II 01 6 9 L 9 S ► E Z I"• �, I - �r+.Illnlfnlllunllullnllllfllhlnln111uu1u11�In1f11uI11ulun�l�ul�flllullhl:�111ullunluullll11un111f1111u1111111u1iI���1u1111Ullnllf�lllinl!f IfI11111illlullut�nulunhullullll��ll�ullllnillulllullnlllull�)1y �IttljltU�ll I1111t1I111i11 .�. APRIL 1991 �.�. . f►_� r �lytiyl/1 r"�' AN K. 1U,1;G:NS PLANT LIST II DONALD K.K. CHAN "; ►- ---- - -- — —-- - - ---- — 1 '� OREGON d PORTMNLIME.CAN BOTANICAL NAME COMMON NAME SIZE TREES TA Fnxinus Oxyearps Raywood Raywood Ash 2'Ca; T13-J Cornus Fiolds Rubra Pink Flowerins Dogwood 1-1/2' :at TC Prunus Serrulate Shirofugen Shi►ofugen Flowering Cherry 2" CalTO Prunus Sargentii Sargent Charm 1-1/2'Cal TE Prunus Akebono Japanese Flowering Cherry 1-1/2'Cal TF Pinus Contorts Shore Pine "'Ht. TG Cornus Nuttalli Pacific Dogwood 1-1/2'Cal TH Acer Rubrum Red Sunset Maple 2'C'+I TI Carpinus Betulos European Horrbee m 1-1/-" Gel TJ Liquidambar Styraclflua Sweetpnm 2'Cal rr�� vJ SHRUBS SA Rhododendron Scariet Wonder 1!'-24' I SB Rhododendron Moon Stone 18'-24' SC Rhododendron Sapphire 18'-24' SO Rhododendron Wilsonse 18'-24' SE Rhododendron Bow Bells 18'-24' SF Rhododendron Daphnoides 1$'-24' SG Azalea Buccaneer 2 Gel ..� SH Azalea hese 2 Gal SI Azalea Louise Cable 2 Got Si Azalea Caroline Gab!e 2 Gal SK Azalea He!en Close 2 Gal Winter Da N SL Daphne Odors Daphne 2 Gal l p SM Photinia Frozerl Frazer Photlnis 18'-24' N SN Viburnum Davidil David Vibarnum 2 Gel O � SO Prurrus Lourocerasus'L?tto'luyl en Otto Luyken Laurel 18'-24' _- SP Ilex Crenate Japanese Holly 2 Gal SO Raphlolepis Indica Apple Blossom 18'-24' CN • GROUNDCOVER GA Pachysarxln Terminalis Japanese Spurge 4'Pot @ 18'O.C. 1 , rn GB Arclostaphylos Uva-Ural Kinnikinnlck 4'Pot Q 18'0.C. O U ~ GC Juniperus Horizontalis Wiltoni Bluz Carpet Juniper 2 Gal®24"0 C. I.., �` O GD Juni era»Conferta Shore Juniper '�Gal @ 24'O.C. � � ~, � G P Pe GE Hedere Helix English Ivy 4'Pot @ 18'O.C. GF (beds Sempervium Candy Tuft 1 Gal®24'O.C. GI Walsteinla Frsgarioldes Barren Strawberry 4-Pot @ 18'O.C. 0i T Zle ��„d,t�T l�r b l �o hf. 8 �o► lv TriTD Yt� "T .' l ---- , L��4 leasses UJ Use, Uj � , I 1 ��5 ' I � i 1 Ais a_J fj � � saw■ LIP 1 4_ — -- ' r, _ PLANTING PLAN Revisions Project Number 1 LANDSCAPE PLAN .� _ 7138 Date IN J�Qls�ll SEPT. 89 284 v ' PERMIT NO. BP 892155 10 OF 56 rfc�r s4�;.. M n;A '10 1, rr►wwww..�r.rwYwwr 1 r Illlilll111�111111111111Ill 111l111111111111111Ill 111111111111I11111111111IIIItlII IJ illitill Illllllll11111)IIIlII111lI11I1�1�111111111111111111111ii�r11I1111111111111111111t11111111IIlIII►) 1 211 3 4 NOTE: IF iH1 MICROFILMED -- DRAWING 7S LESS CLEAR THAN J Ti!S NOTICE, IT IS DUE TO THF W"*LITY OF THC ORIG?NAL ' DRAWING. --- __ _- __. ----- ----- dE 6Z 9Z LZ aZ .,Z tsZ EZ ZZ IZ 0Z 6% 91 LI 91 91 1►I EI ZI 11 01 6 9 L 9 S ti E �l rf!IIIIIIIIIIIlu11IlU11uIIIIHIIuUII11111111II11i1i1NI11NIlulluu�tttllu111ulIII1111111I11111111J11IIIIIIIIIIIiII1111I1:I!IIIIIll IIIIIIit1111111IlinfiIIII1I11111111111111111111i1Ill lluilulllnilrll111111�CJ'iLI11i,f1loll nnEiiiihi 111llWpfl�uhnibiti6l ilmiII1111 APRIT-j 11 1991 .e� UCC"Aln K.-'(. CHAN SYMBOL —MANUFACTURER — PSI RApiIIS ti p r_.;<)O RAIN BIRD 1804-15 30 15 �] RAIN BIRD,1804-15 EST 30 4x14 All Ll RAIN BIRD 1804-15 CST 30 4x28 S RAIN BIRD 1812-15 30 15 RAIN BIRD 1812-15 EST 30 4X14 RAIN BIRD 1812-15 CST 30 4X28 COO AU'OM/iTIC CONTROL VAI.VE R.'kIN BIRD EP-100-F 1* EF-150-F 1-112" EP-260-F 2" _V EP-300-F 3" MANUAL DRAIN VALVE (AT ALL LOW POINTS OF MAIN&LATERAL LI sIES) ! CALCO NO. 122M 'I I 'L7 AUTOMATIC DRAIN VALVE AT ZONES 15 !x. 16 ONLY O� —$ RAIN BIRD 16A-P v N --� QUICK COUPLING VALVE E v RAINBIRD 33D/44 II . �~ (� W MASTER GATE VALVE I 3 AMERICAN STANDARD 2" DIA . � q u � ur.r...rarrar AINU .N 2'DIA LA 200 PVC . C LATERAL LINE CLASS 200 PVC a AUTOMATIC CONTROLLER, WALL MOUNT RAIN BIRD ISC-16 VALVE BOX AMETEK SUPERFLEXON WITH LOCKING UD T-17 \ 'f 0 >� ►N I-INE �•1. Pl36 � - BACKFLOW PREVENTOR eH I � — FEBCO MODEL 805Y _J DOUBLC CHECK VALVE 2-1/2"DIA rr�.lyerrrrrrrrraarrrrrrararararrrarrrrrrrr�rar�rrrr rrrrrrrrrarrrararrrrrrrrrrraararararrrrrrrraarrrrrrararrraa rarrrrrrraaarrrrrrrrrrrrrrararrrra�rrrr� �F G��� ATMO01005 SPHERE VACUUM BREAKER / I"� I" — - . - IIla 00 4 I •••%* I� I+IN6 FEBCO MODEL 710 3/4-DIA AT ZONE 15& 16 ONLY -- --- - 00 lovo ( MIN 2-'" LA NIOfz- �*vMMONT - = II ►-' II - - I - I I - -- C I - is - - - I � I �y, �(, : I I � � nr rnrrunrruaaua nunnnr.r Ir- I :. 4'Al.`✓E SCHEDULEN � � I -' � - � = _�. _�----�----�v - -- I - - W LL —--- -- ---- - --_ ----- HALVE TO PSE IN 1. 1 PAA `I UGC - W — 3---- -; � I. 7S) - ---- I�N -----— � � -I I� _- I I 1wo GOA I 8 ---- -- NOT US-EIff � 40.01 I�N -- • 4 ��arrnnnar ,� � �' r -- i • • 4�� ✓ w ' 8 I�•. I u to 92112 92112aaaa tam all manCD c/) - ' 1 �J21 %� -�w�. attaaal�n tna..a..ats..n.....:.....�a. mnn ■raanrrnruunrnunrMNaa.11aa1H �.aaaan 1 Q IRRIGATION ?LAN' vl�,�«r �TIaN .� 0 1 , ,� _ -- I - V\PNTI!�Ie Mr's 5011 , Revisions 18-T 1 II I 'ATION OLAN Project Number 87133 Date SETT. 89 r Y 1 2m5 /1 ig�1 ill I111IIII S,111111 I111IIII 1111IIII I111IIll iIllIIII(111lIII lIIIlIplIII lIII� � 1,.1 � j 111111 r1r,.I.I..I.rla1w1..1�l 11.,1.�l.1 )� ( ( I..1.1_.1.,I,11..1:I.In•I.+.I ..01 .1►- ...r«.,, - -.._.. s.- _..- . _ _ -'_ ....__..._. _. .___.. __.,.._._. ..- _ _:....-.__.-. . 2 3 4 5 6 7 8 9 I U 11 1 NOTE: IF THIS MICROFILMEC! '- ---- ------- -- ---- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF Q12AI_ITY OF THE ORIGINAL — I�: DRAW INc;• OE 62 82 a 92 sZ 02 EZ ZZ la 02 61 81 Li 91 SI bl EI 2; II 01 6 9 [ 9 5 y+ b E1 nll�;llllullunllu111u11mIIIn11U1;iIIIII1111111tIIlInll�l�ll�;,null!11111.I111111111fIIIIIIII11111N1111111111�111111111111tIIIIIIII�IIIIIIIIIIIII1�11111iIIIIIIIIIIIIIIIIII�IIIL�III11111111111�IIII�II11�11J,�1111111111�IlIIIII1I1111inI111111�InIIllul�l,uUllllllul°IIIIIIl1�lW � A:"'R.IL 1991 oz a ► \ •�.--'•''-�w•++..�if r..l�y�.— __ _ r f' V'l��✓ i. �L'i (fir ,.'P'I�` ✓'.K✓ OPE04)N 44q - � ! Jam•- ~" `� ' V^W F+ s�X � �� `z_, -.:�...�. fl'Pr','� -' .I - -- - - - r;'"a�T ELL � �y.�' Ivo ,t"•�� �I� �� •;-���' ✓) ry /) - *�'' ®r "rEE -V. Jos epa- -vf1rgo.fill hEG -i ti _ k - - �- _ -+E,�V� N�.JA GP.r,tT Tv VV/�1.�� h►-1,�i.1. ► 1j, IN-ffT Y F1�A-4 V�lALh1h lmi, svgor a= te irk D� �.�•��/Y '_r " POP-UP BODY 3 IRRIGATION HEAD 4 DETAIL 5 C UICK COUPLING VALVE � 1 TREE STAKING DETAIL 2 12 J O Y _ _ �JIL Fi!J 1 6-OACi;I!'- Fi � �GG'V - -T, �✓Awl �:� L GO✓=.°C i -- �✓�1 L�/E GU�E rt ��� r G � ��1 - - f' A,4T C,5��cic - w1 ,t l b" EX'v it(J►.J I� -- Y `�� / ' --�-- ----'- -- - -- f'� a •r'1 .�. \y 1- ---- --- ___._. _ 4 4 ►'�G ti�Eo/IE - ^III -- - - �Io�1 �51t ii c,X �{ 21{ t-��- 7 ( � �'✓`'+ FI►.lI,j;H 6q'a+•4� ���- 6 tV 76C I I ! _.� V&VE Y �� L51pr,-� f >✓' D G�i�t%tiU �` '�� - �,)'rr.�-tA�6 G�''1 I I'VG N pPt�C ` `� -- l` G �--_— G.� i h'v�^'f% f+' C�NN�TIOIJ .�., r ^ br,�J✓ �I�� � !�� I , � h'lN1J OK �'�i'alAl/ L rl� N'l�'VN � � v!)J(1 1� j� JUl_I! � ( �„oW ,; �' �' ( — L+4'��L• L�N3 0�`C�' 0 � G o G �U:°�c..�� Ir-�:rt.4,,L 3��r.+` � �TtQErT CL1. Q A� I 1 •''�-�' � !� O MiQZ o I o 4- a '�1�1{kik 11� I � i — hGct .,Qy To o �1 1 L o ° ° •O U �� —_a / _ o p o o o O 1 M, N t ° lMl�y C.� �A° or'aA`✓E L fj�✓ ' / ° �" �iY J l . Oe�y J o U �� o LOA/ r0,I,.rr,5 of SIN L.. 1 Sltp41. rl NFJS I 6 GROUND COVER PLANTING AUTOMATIC CONTROL VALVE _ 8 GATE VALVE 9 MANUAL DRAIN VALVE 10 BACKFLOW PREVENTOR 0 L.� �." L!J Z LL. LLJ Cj� 0 ._.� 5; 0 Jc/) LANDSC, _ & IRRIGATION DETAILS I J I I Revisions Pl o ,vt Nurilher 87133 SEPT. 8'3 1 2w6 1.2 OF 56 _..,, ++.+luwrs..�n>..'rNll�IIIIpYA1g1f1M11.Pop :»a++:.,,x;•- ......n,.w«.,ww.,....,.wr 1Yw?MM `M}4{�I a ax nrj .. ._ ,any.u-..q.MIM7�r,.4.+Mawr.....w«. .w...w.+•r...+.. ....,.—.«.........,......e.�.,r.�l�w� �. �IIII►iIII`IIIIIIIIIII{IIIIIIIIIIIIIII{IIIIIIIIIIIIIIIIIII Ij1IIII�IfI{IIIIIII�IIIIIIIIIIIII) ;IIIIIII{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII{IIIIIIIIIIII1II{IIIIII)�tIIIIII{IIIIIII�II�II;IIIIII111 T < - .a�- • NOTE: IF THiS MICROFILMED I 2 3 4 5 f �Y — — !!g g Ileo III �t DRAWING IS LESS CLEAR THAN j THIS NO-'ICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING OE 62 92 12 1Z SZ *Z EZ ZZ IZ OZ 61 91 LI 91 al fl E1 +91 11 01 6 9 L 9 9 b E Z 1 • �►11{Iu111ut{unlnu{uulnll{nnlnll{IrnlllUtr111111I1{nnh/�r�1I171nIL�Inlrlu{In11uu�11U�lur{IUt�l1�1{iH111cI1�1t11�lll�j�llilllul�nll�I!t'�nliillli�Iltl�Iltl�ull�uu�111111u1�111!)I1LI�IW�1111{Inllun{urllllu�llullllllli�111!]IIII�11t11W!{UII�i1U11111� ArRIL 11991 ti -. "411W.-mow s'• 14, it �3� <.C�VI�1►J I- � E I/�" f'L=rlr ooh �T2L.Jc.^"•�C:�.�. I, �~� �'a_� ` i j �' k3 G�y� I � /b'T L•��-%!G J \��qM G• `� _ ria r-Ir� L-C�/1/ I Iod C 1211%. �T FI��.U(u�E s-ruo�> l � U �'I-(�oOG a r-•�E • ISL ' - ; II Ind � �'' % AT EC.YaE� I I I/'� , __ 'I`" •-1 I_ 0 11 L`� � .. �.�_�.��>!�_ - �v l 'G_�._.-_. _._....___--------- ---- _ -- 1 �I- -� --___----_. __ _ _ ..Gy - �* ' __----._ . .- - - '' I J c�' I /c �••+ F I �. L If W04) SL 11 I, r, 11,21 rJ ;� L 41 Ir_-. � i I , I II r4 7E rz. L - ./ ol Ico 70 1 - GI V L- r.. I • • VI 0 to aIM r_2 a t1 �5_-IGIG F�� ►DE 1 – �� L_ T a,p-ULh-•I D Got, - IZ P P.►-IT E(� 4- .' N vvv I _ -,4 i ,,,, N -� I ` IEA�- �+L L I I 4 �'' " 5 G I 1 �- --- —_ � .� -- U , _ II � TJI /G 11 TYP 1 c.,A 1_- 3/q l'-r LYI► I��U►`� 1.G�,W/I O�J I ,� rr" 0 v M en O �'_o ,� - �r� . A-T E 06_1 � loJ t-, to Y IN F1E� � 1 X C" IIA (t WALL- O►J Ge7L�M {-I I ' � I ����'' i �' O U 3 ► — - ---�_�-—E 2• __ - _...._. "I -' 1 �•- - - I I :�E N Z><8 1 �- FO(t `� � - I r - I Q v srE 1 F-ry , I I I l _ 1-v ATE 10 r e-A , 1 .� J _ �� - -_ I o I L I IG IJ F --!_ s�. I I G c.. S L_A I� �� E L e-�°''To ►o l T --- --- U- -T �T P FZ �1 , y�EA� �IAut✓ 2- t FP•�G�pE '°' E�- - � I'_I' u vs _ 1 GOL LJ Il-1 t4 o c - O� ...rrt r.I G ICj ,AAr E L,E`•�A rl• I� P(T- <EE Li-1�L -� I� L 3 r� L,�GA-r POSTS AT I eFDJI>.I I P,o•C�� I ,, ENG' o= iJALL A-T L_ , - _.- � L.� --� _ - �. :�--=- - - - - rrUL.►.� � I t� GO QI rJO�- __ _ • I 10 �o i V - II I I,IP•LL �/E�IG� / ��� L S"AII:,L.IAY�j HANG D J I P�f-IT Z -(YP G-' I - - - — - - - ■ - L.IALL -SE-E - � _ 10%211 FNS. I I ''_>, C..J . I - -- n I f,.Q-G t.•-I ' t_ .-" .�►L 1. - - 1- - „r�O�u� u4c.• r?Ao I S7 �c�. -- I.JA L.� t z I n - Tt I l �HOL � N �) (� ��"ITE�- p T -t• Uf ahl� - ST e P F1Ca, 3� `� GOr-J V iTl Ot-) ■ A ri•5 STA,R --••-� g-O �• �+41 OI' E \, P•t GYJ 12 _ p r 3 a A. A i Rk Lc cA-nvJ I2 e ---- �I I K i J p• c, Z v �. OF- FOG• I I I Ig SEE AT - -rYR j 4 - rr) �2` / `r"^ � I- J !I GDL� v 3' vl' P•T 2�8, - __ 21 / l �'fl Jµ q I HA N D I �STi I� �"�' LLJ 511 . �� I 1 ID 4Alit, 1 '' i I 11 — - L I �P .,EL . 13.1 UJ '00 ,O LL4LL. zo 1. 311 _ II I I I GE r-ITE/�. FTC. 01114 k I OO I�1 � z1l oll � 'S I M ISO e __ K 3 IZ o �E IZ � �� I `0 _ I -___� - + 0 1 u F 44 I - - T - Go1... PaASE 'LI 1II' WiIJG \ LI. I.o, 3 i �CY r,j I - I � 1 ,� 1•L: sEE sc.HEDuI.t= ,, „ FOUNDATION PLAN I II` �r -II Io �-1111 � IIII I' - 1F < � G � <r / `"�I CH �_� � Revisions t%vR G-I.AR I?Y U i� N �c.._NE_I"�U - - --- ------ C MARI.-- SISI _ .LItAFZ, 'KE-MAI-,K_ MA- IKK.� �,► z: F bAsE �� U,N.O EM��K�S 4%L 1 • r 2, FQ f2 p I 11 1_ 11 !-- l _ -- -� f3'I QOL.I - Its cPT I a��� �C�IrL r-ol.a ND•�.-T I o N f L� `1 - ,A Z -(o x Z Ip .c I N /211 x 4 Ix 01- 111 E.TG, Al" Ff•t K� I II = I_all T 4- 4. 1 - v " ,0 x 10 J fV �'"O [ L}.�-c7� K IMI � -# .7 �V� - — � S r �a /4 YZ 'S1•-I 9.1 N K G-1 r<o U? I��A L.LS• � /� I c, 4 (r�1 x 4' (f,'' x I Z' �. _�[o �,W 3 "f S S K 5 � I/4 FA c,t: r cro rl c. W A�.�. TS 3 X A S/1(� Cly--l�M --�--�- 1 _ I _ I s I 1 I ^._.�__ _______._ Pr( e t Nunlho r �' /� -O < (�� -o x 14 co - r� �, I,•1 4 TS Co x u K /4 /3 ' < 12 x I -o - N 87133 X � cd x 14' Co-'��o �, w, S 'iS "7 x"i x I/4 5/d X 13'1 X 11- 111 Date .IT d 11 1 II — I . / SEPT. 83 K CJ I-� �v/1 2) I/211� �� �L��� � (�I `�, t f� �I-OI I K 7�- ..�x f 4 -1 - r-n t= I•.l • l� 'rS -i 't-1 r /I�o S/� � 13 x I - I E fZTS -r I 11 iF � - S S x 3 I K I I - �O O o I•I -1 -!.o � -(� x I(o' a- .o f;, �1, -I 'f K 5 I/ `'�9'' �'K O F- 1 G ' ri/�,"� 'T (9 12 p/� -rY p w/ I _ Z - 'S '1'1 5 Z I' '/cr AT L II G• � L�Z4�"Id�IG,,,� t� 3'-O" K 3 •O X I�^� '14 C. 1�► -_ T� `} �` /� /2'I 9'" D' I o" _ Il' I 3 cr31 8-!o1'x t"z'' q _+� �5j -14A J SU, _ y S 8III 141 x I �- 41�.I�s�t �vs w IL * _-�' _ I ___.._ __. _ n pvs" } 301 J 5'O x5' dx I'_ 5- _5 �,�J 10 xioW C _ I �— 1 1 If 011 41 — I IZ. TS �X '/ I j1 K Al x I'. L' 'S► IO A wlEpi.r7 � ' 4 II L 2 � / = I D , I - ��11 � I -O , 3-to K !)l •(o x I �-I'•- 4- '- I, S.c $ l,.lA.�It-R i -rtir. i...,I4T�:�1 T."! f�aC.l„ 1a�4�' >~�9:�'1.`xt�'i �ti71�•R9tlIT'@J , ._._ .......,......r..,..;.. -,... .--..._...,.._, :.`.'Y , r .' . - . .._ _. _ �„ 'F""pgfs"'-°^'._" i::'..' ... ,....... '•:-�+� _. MM.wrtl.r. ,.+nw,.......».,. ...n-..• -- :•__._,__-.,........-....»...............»..._....._.................•...--...._»........._. ... ,i�'� �, .IIII►11111111 111111 FIiIl11 111!111 1111111 1111111 IIIIIII IIIIItT 1111111 IIIIIIII111111 111I111I111III1 111I1111111III1 IIIIIIIIIIIIIII i111111IF111l11 T1111111111IIt11l11111111I1'�, , ' ��� ea""� NOTE: IF TH S MICROFILMED 1 2 3 4 5 8 — 7 ^ 8 9 10 DRAWING IS LESS CLEAR THAN MIS NOTICE, 11 I:- DUE TO THF QUALITY OF THE UCIGINAL DRAWING. OE 62 92 LZ 9Z SZ *2 EZ ZZ IZ OZ 61- 91 d l 91 SI to EI ZI- 11 01 6 9 L 9 S - 0 _-- E C7� • �►!IIIIIIIunIuUlnulnulnnlnnlnullU11111111t1N11ullulllunlrnllunlfaullllll1111II11111111IIIIlIII11I1111I1nIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIpIlI1111IINIIIIIIIIIIIIIIItIIIUIIIIIIIIIlIl111�1111II�JIIIIIIIIIIIlII111III1111111IlIllWA1�1111�1111�11ItI11I1111II111Ilul APRIL � � 1991 PRO C `,`4,� � 1 0�•� `rip` lu I►J �4� MT- s�� . �,Q`.rIA GF ► I/ t ' T �J2 Gly J i✓��' F �L tXS, C/1 o►-- I rl�I G�.TES �i U i D ----♦o►-- i til ri i G�TE�� �I Ga I� � � ,�� �1 Tl�f� � 12 I`� , 5�� V� t5M !3M cvN►J Ga 1-I r1E�-T to N AT ��Ar'r/C.c��- Gd r-I r1E�T to ,�.T 47+- - ATS T E• 24 1 SEE �a1dE� DF Gpl. - `.SE G `, 5 - - — ` & kJ el I ✓) Qom? f`J I.J I cv r - I W x Iq :: _ W 1 cox to ,� Z Cs 1 Z I �' — — :::1 ►�..� �� Com) --- `� � ►��.. sRa� � z � ..� i � � TL�r3E G� ' ��• •••• :��� Q Ur_ � � r`I i � Q � a � (N \11� 3,65 all -:06 WALL - - -x (Ri I GUI. TD �.oOF C�,t✓l-::� Iq I 3. �� G•).L, em ToQ. t II:`:`` QJ� Sl _. Z2 7YP -►; �1-SIJ 11 1 P�-1. C�Ea Imo °' 2 I , 3d rr� u.,ti.o -j - \ c 7 2 I ri III m I I�j E 1„p yJ ��A I ,\°__ M��r�{a �f�� Eos'-. r I�-TALL g I 1 I Cie► 7d f� 3 - aP�G i /fir Q_ �. N�- �- ---� \ zo to ( 14 W / �5TE�L S"TA, >�SQT�+1S SNAF CU 14 — 4 L oL^ T Lr-e 4QC.►+ 0 • ' C' �- j � IS d` D� NA FT O _ �_ - _ -- �- � ',3� � ,I. -��ItT ---- --- -- -•_ -- a'� REEF� t,�o,a , N H .I s7,9(1 rZ �M�-i4 G� �S: I / ��_• � \ � iv� J �O�F Z ULM uj4 3LNo 0r// 4Z-LLTuGoL, "o SL :LuN1 + - _ Z - LIJ C /. �s J 'Y V • o� G'' o �V + � 1 --- hEG.>t•-JG� FLDo(� J N1 fJ ;� I GU�NjFejT-I0 Ito ti41 1I) 9 x F xJ � N1 ��IOd eco o•�NAT FI CI-D r j _1�yT ( -0p 00 I� AT ►- JIB uNC3L-oc,tL�P ) uN o, 0;=. A l x 2 Z. -- - -� 14)e Z� W !8 x 3 r o �J 1-6o x Z io o TT- '3 (O K•-k v j._ �___ L.1 I to,� z - P>E�•1'1/C.bl, I c0 1 `>�AT ►� 14 � Gor -j N _ SEE 1 I EuEu�- T`rP \ ® z `= v�tit=art `4 `" w I`` 1 SECOND FLOOR I� � bJllo � y�i6 - T ��E�.r FRAMING PLAN c1 / 3•S o ' a13M. t/! •ar X18 �M cv�►-►. � a ►•-121 �s � Revisions Y Project Number 87133 Date SEPT. 89 3m2 s PEP1,1 I T NO. EIP 892135 .14 OF 56 Im loft 1-00 „^rw(fi t111►' 1111111 ti1111� �1111it tit{tit t111tit 1111111 111{111 IItl1�� I I I 1111 ' I j I� 11tIIllllltlllt ;1t111t1�1t1111It1t111111111tI111I11111Jill 11 Jill 11111It1t11t111111t1t{11111 , wOTE; I F TH IS M ICROF I LMEU "" " DRAWING IS LESS CLEAR THAN J THIS NOTICE, IT IS DUE TO THF- QUALITY OF THE ORIGINAL DRAWING, 6c 6z BE '.Z 9? 111111 CE dt i.+ OZ 61 91 LI 91 91 IrI EI ZI i l 01 6 9 L 9 IS.- �--bl ,1II11IllIll n1uIll Ill loll 1111111 uU11111111u{INI1111111111�11111111111;IIILI,IjIIIIIIINI,�III�Itittl111I�IIIillllll1/111111111111111111 llll;;'�11111gIJ�Utt�tntlllll,nnitllll:m{IWf�fHtI11iU{iltlilli!{liNhllllll) APRIL 111991- ' 'p s o �, 9 G C*--- I�oIG.*res al�lp —�� Ir�tiIGAT� I�Id cor-INEGTIoN AT 68o�'I/GaL / coNNE�TIo>-f AT ; FHT ONE 5100- OF GOt- ! 5e^H /col. /x•T<F.hpTtl SIt7E5 OF GOL. SEE 12 Z 1, LOIJwKZ 2;•(# JOI o 1D- L8V @ 2AF1J \ _ C� �I C�Yric L-) .o - v v IU u OFP� 1 2 ( � II 9.6 d HSGIA r. 1 C3ftToozw Y N a o� 2 J ♦l0@ Ivl 9 I I - ( WIG ` --- ��a -- + -- TSF 1 - -- !., 14r 22 - vP 1•HL1- ev AGe crpf) v 3 Q a _ _ _ WitoKzu Ar �I-�-- _ 9 .s EOPP 3 9 a 1F iATu I 2 2x l0 �s Ca uta 14 3 HAND s 3 ��BE At2U� L - - IU/ �..I Z! _ _=I I-- - _ — - ---- - -- - _ �U�LC Ce TOP 2 s za ° •� 2.2.10 O 10 j-- OF <<JPLL. i�12PG.0- .1�'�EGTIOFI O � �O O O 2 ` g I I� 7 --- r --II 9 1 Q I - U _ _ rl - 4 T 0e ON TOP UP BF�+M T7 W12FI�a N 11 _ •_ _ II �I61�1 NI 22 •TY?, I 3• . N .a 'P @WI(o 5UR'PORT PJP•IGK EO6erL O y AHJlaLP �E LJ I 3. r-;4 Li ipa T L UNI s //�� `. J 6 /•* Ei� ! Et.E ! CSP • ZI LOG�TlA0aW4 7 WI a �- _.. _.— 7�J `GJ N - N I�PiF-Lvl.l ~ N MNI AL DIZAWINgS TE?hUl°I�OPT OKE dBN M I I It'll' 4 L 2J�T LIiL'191If1L A�.aG.l,lrvi E E � I 8 yf Ars 6r1Wr1 I I I �t FOIA POaTl01`I OF I —. r—II N SIMIL/1K 6 - - Imo' pe6Ida*IvTeO A•5 as�4 wr, 01 06 3, I I I I 9EhM IN U U OF Wau._-- p AT EP hl°LIG i 17-INsl M ■ �il'LAGE 13wGr 'TO 1200E PT I-J 14.Ve 2411 ek I rI�rEAo of 4p"•,fes _ SEEM£® , _ 191rIP',ol-I _ I 61MP / ® JHN3.IZ�i 0410 - I LLk��� 2-�I Fray'-1 15 0� ■ ECG6 NHIL T'L.Y _ n GL. 5 Df Ip I +'IsTe+b 5T/1v+A5'� _H,.NPr•IiTEK - IIJ6E aot�l p�D - v 770 T � - _ - fa eU�woaT P�RiC.� DkP aJ J r �1 Q rIP�HAN�44 -- ■ pT 2 La.iEL li "` 1 x !o'-o" -t I+�H c Ktc_N ,.1, Q\° N �-8•G AkUa �.A11 p�M �1 /8 TJC 3o) - '� 3 - - 3 M IJF�I S0rID1J 6EE e 3 \ 3 @'8 y e\° N 0 I c p i 3 J p c I J YP. 111 - -__.... � WIzL'jfc mxTeNI2 THIrvTUfSL Ur - - 2rioui TO T61P OF ieA19A?'sT f WI4 NLL TUQiE oIJ TOP OF yi'fsEL (� - ie `oma• p6?.rI TosJIq? LT rh_ 112 W Ibr z a 3v HANv Z LLI VENL'•Cfz LBbGP.R AIJGL6, ____ _._- _ __-- + 3 -_ _ 2EE� 1 ]lo `0 15 I I Is GWI`° U 1 Oy �I Z 10 x �- a n1 V N -- , ---- �� 6 N Q+ N 22 'YP. >J' ZGONT PLAT I 1 >E�ION x 0oue-Le JO14T @ TOI' J U N.o. TH m v 1 OF W*" p'!4AG6 p�/` --T ITS FoSGIA - 2 s/ 3 zz TY . 3 yEEn 7 yT�� leoNt I ; TYPIcvL J !ao. 00 2- &> Q Tot' OF uJALL N b ® __ _ V �E�, CiYI'IGAL) "- N h - - - - - _ t ------- - — - — - - V/ _ 1.114x2_z -� wi4•_22 ,� � � Ibx3s W 14 AW 14,cz W I/oKzb "b 14> •I GJW 14 g IU I Y IP _Y CAL. CDIJNEGT�IoN JRha Lo OPV 14AND - �./- -- -- - --- - \ _T T N P ROOF FRAMING P 11,N �Irt s4 T aM/GOL_ I C, wl4 kl0 C(4AL, f2ETUt21J � Wzl Trll20!Xarl .u. :. u j/4 T PLY WooD uN F3LcxI►ErJ 96 14 ,13 FAh!.'-IA U.N.O, W/IOd S (p" o%. AT tPe--IES fel�lt' SEAM coNIJe�TIo ! E uNt�l2 f IGK rteTLja-w $ loci Q 12'IGA_ IN FIELD — IS SUPPORTED OFF TJL. VE.I¢IFY TJL Folz POINT LOAtD OP 207'» raoTE . ^T- F0012 Revisions oLJT*+IUE GOK14CPr. OF ej,j,Lclhl6 J�iE STIJbg Cm 12" % P>EriWt7 p7WGK �/ENEE _ Oralzy.�TOK TG o01201!�ATE r�/I'IEGr1AP'�IC �J �.00F r-IZAMINcj PLAN - - - _ N / I `, pGOToNoJT rJl?H MEoM/ IGAL UNIT OIJGI - Preim Number 87133 Date SEPT. 89 1 + 3 . 3 9 PERMIT NO. 8P 892155 + w �_ ..:,-�._�.._._. _....._�.xw !l�R4';' . .._.m-_.--^•�+•+^• i■■r..w■oae..eaa■ws„ea.m... �er_■.■■r - w...�-..�—......,_ .__ —___ _,�.. 1 - `7.;IIIIF�1!IIII!IIIIII!IIIpIiIIIIp IIIlI1111111I1)IIIf IIIIl Iltlli 11 llt1I 111IIII�If 1I 111 If IIIIIIrjIIIIIIIIl111111 I1I1111111 11111111 II III!!IIIIII111 IIIIIIIIIf II Il II1111+I+I1tIl1 ... _ — , ,• NOTE: IF THIS M14ROFILNEON0 II I DRAWING IS LESS CLEAR THAN + THIS NOTICE. TT IS DUE TU INE QUALITY OF THE ORIGINAL DRAWING. OE e2 82 12 OZ t,? EZ ZZ 1! 0------- LI 1 dl V 1 1 ---_ 2 s1 11 111 __CI, 91 ♦ 11 OI • • d 9 ��SI��� __.EII����I� E 2 I xllluuluu�nuuul�nulunll�d�r.I!!IdIIL'IuNtuuluublxllWIRIIIwd!IIIINIIIIN IIII 2 IIIIINIIIIIIIIINnIIIlI1111I1111I'1111111!IIIIIIIIIIINNIIW�UIIINUiuxI1I1111111I1111IILLWYM111UllIU11�IILL11I1111II 52 ., APRI 11 1991 - y�� -A7 IQ WALI, r'UE"Ip� OUT Al-4L? 2x$ ) Ilc'' .�i• Azf� LhEV, ., II /� ->t-E- AKc-�--I'L 4r __ _ IIA STEc TUr�E Gol.. -- -T� 2x Zr 0.1t38 TUa I �" Ll f�Gj`,a b" `L qe t J Lup• c,�g gt2LN'I. E I 1 N v IJ E re I�r7 I �I�P u-T L-1 i I u 11 r j1 ucy L= vias _ 3/� �Imo+o�NA / __ - -�Z.O MTL Ciro os+✓d la,X - - F - - _ P!?a '' K..wV t= Zx v P T PLATE W/ �/�" I b I - / ��0 f S I_ x �S /' JCaI E: .- c� .-5� .� F� .o, 15, G 4 ,.� U. L I ; �> / �� ' - - .- - - -fir• � I I ��`� PLA1J /`�� �.t NF O \ 990 1 9 / P .41- Q, - - DyE NAIL P T PLJa�'E - I F 2EQ 13Y J I s r-=" ' -= I - E r E3 L_ 3/l0 / i- F.3RIc-►L �;-►.IC 5Tu E MHN F, O T • r orJc� , < ----�« =III_ Jols7s v.J/51MF�:o►J HAN(�L-� \ it .,LAC` Z4 - II ` I o I b - -4><I L R r L-� E,z, w�` J�4 r I[ �l G 01A X015 AKE PARALLEL- - � ' A ra,'SIK- o.c.- ` ' GI � I FI JIsH /Ahl G• bE / ►�/��� z Zx4 STUl7SC� Ico''O•C.., WEa �-rlr-�Nciz1 _.�1-�_ IL * J LCX-ATE STUDS Ut�IDER. AS (LE-Q'D R�Y� / - SIMtaSUN JOIST HArJCqE,,_ N . �_ - �_ t` 13/� • '�I/2x �j'lZ UJ% �- t I I EA. JO I S?, - _ - /e C-0 (- WALL- I 1?_- 4 Q ----- Jo 15T M F-IZ, ,�- 4 - (o GIA T SI \ I, 1�2 n rd I.1l;L a.► STur-, I Jr_ - -� - -�- (-ON , 7oP� P,�GTT, 4 /_ p 4 ✓CI�75 cr 43 o.u, �I 9v �Y� Z 1,•1/4 AIS-totZ QTS v��� 2-.( 4 P,T, PLATE ►�+ /�/3�" 14% I ( I " 5; VE-2"t' ` 4�'' O,c... �t J Pow► Ac-TUATC-f� �4'' v <. .. . ct b I /z NDN ,�FZo,.T • �) .e� "� � r 1L (� • - __rl �` TUJ✓E II `., J----- - ` .__ i _y r II � II II =1i'= _ 4 o14T 40 - �' �'�+ I II I III = 2- 9 -�NT)-�O �u'TT, ;' I_ 2 - ----! i� --- I I Y=��y/, �f-CIIoI4_j�_� CLIP �2" 3%2u i,�J/ I�� Fart Focrrl►.�y 5��� �, C/� �1-1411 _-� 4. 00"ELS ,c N GI I.JG� INT rio I COLUi�QTI �K REIN �, SEE ��. I I ^ I � Cs �/EST I�AL 1ZL i1.1� �.4 6/4 Ii _ I _ I I I I I �O I -I o �..�- x/41' =i'-o � �,4 i, -- =�- _77-3-1- __---_--------- rz- I II _ ,4 x/411 L I '-oil t'f AT �L p�.l ,7c A 2Kc..o STuf� WALL Srr�- 3,/Iw I '/G' ISI 'aTIG-. S7r�IP ori. TYP, Int /� r 'o r7 PI-ATE a+ � E r 7A0 fsU I J I I.,T l-J/ o o r -� 2 x L r 'S'f U 0,S L- .4- /4" /G STI�0 WALL NoT -aHOWN Fo[z �4" � , IOF5. ( 14 /,. r�loTE BELOW � V1 ' PWD � V� � G.L.N R I TY S c-i�. I r� 5-f L.+D S C� ��' a�-bEE• ,�•Rc.t-, , I }���,, ,V v 0 , NA I _ - 1 to �4 1� w O Z Ru N WZE 1 N(�. \ I 'G - 4 PT -T i-+R-u J O I i�1 T"S 5T E E_L- C-O L III r=DN. PLA 1J I }'' A, IS,'S L �4 ` O. cc J • . * PLY, _ '7 II II i r ��- I �. � i _-- SI M�''�SO fv N !� Z QA I-{OL-OoW IV � � 0� fV CEASE` (.J�a--S/8 x Iv ,q,6 S, LA C L1-.0,o R I T sIM (SIMpbO V HD 'LA Ll �Z r s L.A f:3 3.4 � � 4�.. O � I I / I/� Nv N -5 H R►N K �rz<aUT ' ?- / W/ '3- lw ' �t i ANY WA1 X=744. gCYorl D \ Q ��'rUD PAC. i p / !oil - C F Z x i I �,ru D� � Ica 1 /C- , Z E N _ _ 2 4 GOWT,ITOtJ Bc�TT �� 2��0 5TUo6a Ib"�y� N STUD - ,t� �O AL.L c.-o N=TIZIJC-T.ph Jol E.fr� " I�WQ SN w'o r�L.a. U - -- --- TO FSE c.a6.D c-ovTrZOL - --- O 1� M • - Po R Fool 1 N S I Z�' I �. O Jo I*JT I ;' . • I 1 _`- 41'4 t- �-TS @ 4'3' p•c.� - ir- v ' �_ _ M 5y' 2EINF•) SES Sc.Nc-V • 1 Z,c<o P,-T. PLATE W/'+�4 �Y CoKCo wD 0~�T ��N D LTYP,) GJG>c di�/•{�... • • [- - -_.-1 • IG" A.PS S, e Z4N o%. r -- VAPJrt �A� �� Q '11 iI=III - _ - I ,I 1sIL�.. 2 -*4 GoLIT, 4°''� °/G 17A h LA ti I � Z11 C,OL-U Jr CgRAVEEL. EASE CTYP) IIi 11 I -'®- - I I •41i ILA - I� ISA 0 ,/ „ I J,�' ..► 4' e--ET - I -oII Zx Co BTU D'S Ci- I V O.G-, . Z -E'T C'OL', Cc; t33r Low ✓ I Z- o FT, r,-ATE W/5Ib"ca * - J PWQ 5H'T(y �A SI17E, 1114/Iced F�_R 10'. A 111 ti•r3 " O•�, f`I A I L " ^7 E D Cg cS @ l o d G TL U/�1;,+��V 4- o`. ' I �f�Ic�K.. �/E-EJ�CK - ��� I? ' �.• N FIC-LG % SSE ARLI-1 347 --- - L/° G oNL, v.1AL.l. W/'d4 t Z41'O L • ` \ Ir .11 I.J/ it �INI�N • r= 2 ' - y IcA�:t= _ - _ W) 4 y-L 4 v Z 4'PO cPLAT E _ . _ __ /� �-� -� -- 1 `I2 t 1�-- + l of : j, J4­ *4 x J.v I�v1.1EL_5 C.�iCrZT, fZCI NF I 7- 4 C. T P G.oNT., I P , ,ot T, - ^ --r�U►3� C� � SES i�N r� i STEL�. C.c►L I II II c... 5�f'�E5 41/Z � �EIJE�iA-r02) I 11 r II . C:� II __ tea- mac " � 4,51'0•�. W 411 G©NL.. S..fal� AT r3uTTcJM OF- - 411c..v►.tL SLAK @EuE,/ k4 �' q /21 01•- \ - r IJ S � I - I�i�,L.L• � �-s/�'I.IoN ASN K R R�S C L.E�/ATo R PIT W/ '� @ Z,¢1 Q " �3 c, Z4'1 o L E� 1..1 I I �' � ��Z�--- l`AC,E i" 1 I I, C� 13 • �n o21 - �I.IM P Wt�1.I. OLJT T4 uN JEFZ r�rcc--4 PL✓�.T, Z-* w • T - ° RoIJCyH!✓N +U _C 12" UIJp�IZ GULL.IhI►J ii *4 �/�'i� � 41' 9'c, I Iy 4 NT oP RuT? _ 00 OD ' - -�- -_ TYP 'jJ-#�} `� L'o 4 �� I�tJ Pr.IA LV GENTL-K �� \ �7 �_ ; �, - -�, �P NoF-+� col... v Ivor_rz c..o�. O oo Z3,0 v /Z C _ ,I IZOUGzIH&1,1 5LJCMAvC- z -' -4 C,-)t jT. To l' I I CII "4 DOI..I� ,c ✓F �T UTALL. fZ.•�I N F. � - �/�+ ' - I I-� 11 '.4 3/4•'' = I '-011 ' 3.4 ' ' �' ��¢ - , ' _�II 3.4 11 - 3/4 _ - -- I,..IALL OR , 2- 3 �� i#: ''/4• x io x oI-lo' UJ / 411 f I NI-_>H I _j `� 5 ' X ID'' A.n,' �. I 2- /�J _ y K.ArJI� ` > 1 /4 I!J. II i STUD WALL.. � PI,Jo. Ncrr II 1 _� T �►IQ.D+ �1 ll.. ,r ° SHoli.)N Fol G.�21-rY II J -r --- U f� I..•i. L I.JA s/ti 4 A,r3 S. co L-. - �• I I/z -t'YP. ai '� �A f' - -- I T�, t�A 4 & I , WALL LO L_ I Lij-- _ ` �Fo.G. NaFJT�1'z-�D .�II�C.JUJMr. Iv, II - r 4" °.a'/2' 4 G� 4 8 0 c.• V I--FZT I s, TE L.. Erol.EJ M r� - SE _ _ - J ��' C� Z4" o,L Nv� I G. �c-E-•►EO C..oL.UMN - sc- ,� - �. 5RIC.-K. �/ M ENEEK - Zx� 5TUD5 •' Ito 9� I. rn-I c.M U 1�O�.1 - -- (+A' A LUr1 . STIz-gowr ....� C-IRADE- sYST E M <e 24 self ARc.fl,� ! •' _ -PIZE55 I.JAt.�. /L'� F-0 R. vp�,N I �• r�A S(- r� i v E ftT WAL,.i R Lsl►1F. •„ 'TYP ST u r� �.IA�L �, h LJ D, N c-�T Ac L ICS� hi/ C,CU L z -'►� Lc�NT, 'fv� ' 'Uri"T, '. - - L FI�Or-IT �. LW..1.- ''�Ll GLM- .Ef� PL.Ar.� �►.lI H C�Rfr fir.- ( (lorJ @ IZj1 �h. • _ T ✓t , SHowI�1 .Fc7ri LLAR.IT-( I1, PLANTS r7/PJ1 Lr;l exCn PT. 51LL �3/n QP A.18,5 4'I ,�` - -,� Id A!✓. I I/2' r40 - @ 4a It A --- L A r-.1 I-I i�I N k G R1�t.J r . t ,Jc• 1 I -1 , 1 I . 1 -__ *4co NT To P cn . �E� P.t�.t-t'L F�12 FIN►�.��i GtzAaF_• CSL/� N � pL-.4 i�l - a�'� YERTS �? L4•II n/� rr�o �cr J I � p►Q17 $RICK �/ENI�.an. L�ETalvs _ -_ - __ ___ Mlni, Z4" INTO `-DN LJALL_ 47 4'A r(,� 14 - - �4 .4 RIp C_oL- 3/4 =. 11 -011 �4 1 I 3/411 -- �4. 3/4.11 _P 1_011 ARcJ-tDETAILS I - 2/2� log► I �.4 �/� - ! _- ��orz I t✓ 5 E'L- ARSL -1 1R-k7Cru0l2 - Z C3 c- Gor.j rJl T 1.0 N / FC;T• L ^.-i Co N C. �L.A b N E_ F4. I I - �E V1/4 AIJck-ioiz- evL.,TS Wex I I-111 II Ll SEc ARc..r L. - I i ;c.ol�c-. SL.�r.. I�..,. I,.I �a,a L 4W I ,,� � Revisions I -� `SEC- ASN - , ! I'/t_" NaN-�,N RI r� K. C�Rc�UT -,d IZ! � J e •`�' B EYO NO^ _ - _ - '�4 - �-�'- po W E L To M,Q._%_i-I 9 _�� P 1L.Y �1-f v hl N r:�A g H C 0 ... s � i • •- . -�•�' I I N I S N - --- Pow- C_L/�FL I T Y S'T E"E I_ c_c�1_U M N 4 - AUL. FoaTI N FZEI NF•, ' 2 0 y co P'OK ,aDDITIowAL I � r<l u � -- � �'� Z IN�o�MATIoN sC-E `. ' �t �a iU� Q Ill_'11 l yt GL st I�' �` - _------ '44 SF T. 4,-3 t-o N E RT'S E �.I TI►�� W l:.l-D NUT'S _- 'I r/ �1 C v a r\I 3 T 1 CS 10'1 o C. TYP _,, rYP TO �jF�o 1�LATC 9 N --- Project Number - W/Z.- 3 T I E5 C �"o•c. AT - - - _ 7133 -- - - i- -roP 6o TT, 5) 4- vTT Date Ek) X ---v 1_-- - T-?F- � 5 CNS lel E!_ X • • ---�-- ,'. � c-KT P. SEPT. 89 ' • _ - -__ J� I I-Ol l FC�C��114�� ice.�I E �1"_. v � a FO K_ F-r", S I-e e- (ZL 1 k F: c I I �',- T e7L105 3 . 4 5ArZ_ZNVI 4A'� o 1 F.3921.55 - 16 OF 56 S: 1 - -. r I �._ilwlw� -,,.r.._„ .. -... ��'��10,! ...r ... ..r.w„r W+.....n................. ........ .. .. - ....,.•pn....r...,... .• ...,e. .r,.....y.. .a.n... ... � f]�. `9� il. f 11 11al I I I I I I I I 1 1 1 1 1 1 1 I'I I l l l l l l t l l l l l I I I I 1 1 1 1 1 1 1 ! I I I I I ( I I I I I I i l l l l l l l l l l l l l I I t �01_ 2 3 4 5 7 8 9 I I t • NOTE: IF THIS M ICROF 1 LMED -� ......._�__6__- _ DRAWING 15 LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO r^" THF QUALITY OF THE ORIGINAL DRAWIWj. QE 62 97 LZ 9Z SZ OZ EZ 7.Z 12 0Z 61 91 LI 91 S. bl EI 21 II 01 6 9 L 9 5� �c b E �' 1 . N!I�tII1�t111�uIIlulllunlnll�ul�ltlll�liI1II111�Itt111111�11lf111���t'ultt���iutlllnlll111n11iu�L�I11111u1inE111111i11t!11tl.i;Ilillllliillllllllii111INIiII111IIIIlI IIIIIIII�nulullllculuullUllill�lllllui111►nI11ulIInIuIIIlu11H8181i�U11,lIIII�WI�UlII1111I1111�! APRIL � :11991 y , ' ` . . .-. �•�,• .-.. w�":tin:.1.'-,iM. rlM.""^gl-. '--• Ir�Iiu{',..a.--.'^_+. .- ..J-� • S - Z_., CS T UP i cv" �'/c.. �- -_-� _,.c� T 0 WA L_ %z" P W D `�I-+ T(_-j, W I I nd r�l l= N h-�G��1 A I-�O L DO WI r� 4xCv Got-�T PT I _ LK LV I3�..I��1r U.1/ I WOW Icod / z K �e IJ�.►�c�� IJ/ //� - L ,� co FLP•"r r�LKU I�/ Ian Z- C xco 'STur�5 / (�bIG. / I �o PR��. 1 z" � I N r-I EL_v TO I° PL.,ATE ( No��o wl!-I r•IQT "�G'� �, �•°. F 7 F'�J�. SHTC� C tJG�E NAIL_ Ila d (o'' cvL. ` pI,J�, S h-1-ry, E IXC ►.IA L E, ---- W D ,NTc:�, W/c-vyE ► W I�- Ca t_u-- L.0,r� s�"u v �I.�u_ - 6J 1�. T U --- - --- ] L_i_ (-q L-u -LAM F;vi - \ - - — - ' EveE NAI � __ _ 2 � PL.�rE GL1r F�vS� -� _ ._. �o�•5 r •% � F- L v.N�E l'F P>P'1 yJ/ 2 �►^li .jw '�� IIS i - - 13L..K- I�ANt:L 17'�Y Jo"ST• M FK. /•, S F'F �.� I 1 We-e) TI EtiEfK P. SI r� (��,,o N L.uF' �<o HAN��✓CR /� ��rE E Lr t-' RI= lV. 13Y Jo+ )"T IflFl•t -1 Co. A, ,I!>E ) I - - \ `_ I(o c� Cr Col o/c_ I I laLu- LSM FSM FP�GIA .. <�EE I _ ELA_jC- NAI1. - --- - �._ Cu - �r�1 M L2 I-'o�T ONE 4 F'LJ rD F (1 HETALSti, 1AIr� GrIE j • @ I tea'' o%.. U1•-I F�!!�. 77 \ k3r� Ic-rc- �/C-IVEErZ EXC-r�-rlT" MOTE: "ALL Lo��IZINy tJdT I )D IST SHoW1.1 r vR GEAR IT-f — I I �.5 pl,.lD. SHTL-I, �1%'C=fit✓ 1 AIS I Kow ,�<iF? 51�u�c. 2A,+ F:- el,, t-l/ !O w 4 Iro/L AT �t�C�E�� Ep�E NAIL. X10 d �� 1210/G IIS FIELD C� I; two -- - �. �Vc�E N.�Iu �Ir11�or4 J01 1 I-��'��E�- 7#1 -- E��.1 _ _ Jo Isr - ° t� J — �— - J O e L� O I �.IEPj 9TIFFE ,-aE(2, aFj �zEG1'O I 2� t�LATE GUT FLusl-•� hl/ �1."'� .� `I� (ON ��_... O pN,�--1� � __-�-•-_ � F LA I �E F t3.,.br�1 I.,1/ L06ILI1-1eA P !`IF.t. 1 Y Jo 15r r�lAc- F Hr>z,4 zAEE3 hT i F FEE A�: E6z'✓ 2 ►-J`� OF '/2"a, P�oL?� I' %, hTIA6aG9 F_112_ V s • JO I6T M�+"� z 3 .� 'SIMpSoN r3 z5 HA►�l EfL f 4 < 2 Co 2TIJ►� I�m "�/� '' Z C I n /i � U V S 1(o'' �c..i l�/I O d " 'I /c. p►T E�C� O V O M - � F E �E�►-'I I Tf-I e 10 d F I2 /c. I r-a FIE. ISO P1�.12,�.1--1 .� W� r', O � p�D•M��1� �+� � � —. a• �n A 2 _ - - Jnl�"r �olr�T Z z 222 ZA ,I, 1, � I - f TJ I Jo I�,7 - I �-r - 7 ; .JO < -'� I t�FSL q ATE I I ti _fes i/41'x 4" x vAR.IES - 6L_u v! r3C-� r+ W F �/4 m Cao oLT- 1,UtiILI r•-1� Ion E(� I 3,5 - � cD F3oL"TS --- �---- STEEL f5eAM L.07-1 1 oL,E F LA r•IUE, nF Ea l-� - s � �1 I I I � ` - - . ,, ! 4' Fi�10Ll co - �-- I�►I'I JclhTs, �h DI uh PE�z `a ..,�[ ,, �•l2GH DRI.JG-� �La s - I � rZ73\�Z2 I ' = '—o'I �•`� III - 1' ' D '' V�5 III " I'IO'f �� -- ----I' I II �fs III-=. � S I �1 w(o P of c-OL,u M N R.vo F I r � : TYP �,.- w I �} �TsCr� �. ol-L1MN -sic 7YP,'�i'I�o I I ---- ___ _- _ y� _ `.x�+-+�G. 0►.1 Fpr Ptd•N. �., ' �/�' MAx �_EHI•�I`t.1�E I ti C"O L. E f✓ I¢' I Z LL i Z I STEED ��AM / ��/ c I ' LU 14 �' pLA14. ° _ __•.- GoNIJ �G 7 i ON-SEE' a �=• � � I STEE I_ �EA�,A lip { 0 I I/4 K-N 1 Fe- F1? - S E•E X o �c.H�J t3 EI-vl..i I _ W 1 < ° CAI'I 11 X ' 140, OF t3 O I-TS :All TE c,v''_. �L- r3C-AMS Go1� I w 10 4011 Z 3' As IZ E Q' V. 1 - -- - - 11_ -_ Loa c"oi L_ 5 AZ 112 3 � II / If. `� I I 3 L,Eca C,oP1zo 4-T COL-,, Poli ADOI-TIONA,I_ I U I I -� I I Iv FO R h•1 AT►o�' •�,E-C � , 51 TF 3i l ca W Z4 I Ei l co _ I '"-- -i•L,I PSE LO l�• , 4- y 14 III =-I ' o'' - �'' ► ' c�l' 5 I . 1 - o' DETAILS I >~ to ST U 5 @ I(�''o/�. 1,.1 21 - r�11 ." I��-AT F Q�d To�t 4 f,!L S�oD Imo! E-A.• r-- - �-r `�I rl P s N .� 3 5 8 /L iP-�E b FA5'rE P1 E�5 - _ f=DLA E 1 �� �T 1 Revisions I cw L _'2'0K_, / r I t3r21�. LEr.X:aE�.'. Ah�a1.E - 4 x Co IAV I-'o��T L �( "U �i _ [��0r1 r�eTA� �►Jo �lry - _�,�l ST - P1,117 s,.a-T `�T } _ %q•'' -� 'I,� p'-S!' tJAI C _ -- --- Z&>5 l `I -Td P � BoTT -�'� �C L•T I Lo'� ��/ ' f ✓"' f� I 5 /�"�A�O. 3. — In 1-QST ol= r> t< PLA.TE 1,19 'i p SI PLATES -- kjU• �CAt�I =- - -.- _ 'Tr I I ' F1N I �K I 77 _jo1!5T P1& ,(0N17 _..__ - -- -- �1 'L . r� l_K.y �� I Jr6L. PATE- P PL-A?e - - - - - - �' IJoT E• f'l_Y. loop ✓ENE-ER _ PL,PTE I I 1 s?gps z,<�sTuvs I - �x - - PI Number EvcaE FAIL . Vo rIUT MOT �No►J 1.1 >~vrt Project I b - , 1 � � �=-l._A R.I T Y �• G ,) G � `-- _1��r �T ��I I � � $71�3 _ 5Pt,IGE tri* L 1 3�. I'/ 4 I ' Date / _14DI ji., rf�ls 1�1.A'TF- I ¢ v 0 \ SirnPSor , A �5 -TOP 3ofr• A r';' (>C � A - • 0 I.J rJ Po t -- `- _` Ilo ,r SEPT. 89 _ I (� STEEL. coLuMr�. - SEE d � � � I C LIGE �Lf1�-�t'i t')Ir-� I -© �t 9 y _ 2- -Z4 PLA\.TC- S K S�NED. Fill L 3s & g pAkT!,b. L_ CZ L5 - 1 "=.1'-O'' � Irl __ �_ �i1 3,,t 1 •o _ ,. -. .. •»...,. .,. <. ,... .. ,, • 8,q.. , r.:;ynr Ole i. "9N'Mx.t.a mow. IIIMMr.� �YIIIIMM""'"' ' MM'►`""",p,•. - ,..,,, ,�w::,,r�»4, ...... :...,,,-. ,- r'D,�"'"'...._.._.........-....a...,..., .. +....,.. Kwrywmnwn�.iyNrr*wveA7.rawnarrwMR7lM+wrrt+xoP9g�!'!.urr+rrr-iaF"rRPMw m+4•+wxesu... ,. � 'Y .v _�i, ., H, ,r:�l� � �11111i III Ill III lir Ill 111 lil III III III III III 111 111 III itl III III Ili 111 111 I`r l'I 111 11f f'JI 111 III 111 111 III Ill III III rir 111 r1l III 111 III ill III III III 111 1� '�! � ,. 111111111111 ► � Illrlllil � l � i1111111111 .,11111i1 ► # �, ~ NOTE: I F TH IS M ICROF I LMEQ ►.. r.ra. 1 2 `� "" � a 7 8 _•-.I 11 _ DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THF QUALITY OF TW_ ORIO'NAL DRAWING. AC BZ 92 1Z 92 SZ VZ EZ ZZ IZ OZ 61 E!I t191 51 -b1 EI 91 'y 11 01 d 9 L 9 5bl E� `. 2 1 ��1111lIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIi111111111H1111N11lIIIllllllllllllllil1111111111111111t111111111111111oil 1III II III 11111111111111111111111411111"1111111111u1uu11nUuI IIIIuInn11u111u�I1�u111llllllnllinllnulnuluullflflntlluu�1u111!tUlulnlllun t APRIL 1 -11991 �-'('!•' ... ......_. Y,..I�N. .K fir ,. 1 f�wwlw Z.c f3LK.ca, O v iZ Z .t ( 140 Cie 10 %. .AT(� \� _-- GJ�i'P/ ( 1''I-�-', G�✓r � N��T 's+'�.�NI� P NO 2 - Z. x kii ' G(�►•I P.� GC�h/h'11 ' L �TL)L s JoIS'T 21 - Ji MpSVN J F3 2 io I-iAl"1y trsZ \L r - -- 4 y �Cq �► L. A G� 51-10h)r-1 L_. i L-A" I=>1tA r� �YlG 5-f u(7� G (loll �I4 . I/Z'� FEW�, - \, „ I I AT 1 E UC-7I-5 � DOJ e 12 0/c- N r 1.1/!od GooL.Er2 N,"1 LG \` � I'Wr�. sN7q i� 3, o N L-Y W/rJA I L I IJ No-tE v L sTl1{�� G 1'� --tjl MP�o r4 I✓+H F3 5 _ y , ,,/j / N4E-W, AkjooV&. I II I I05 f�, /S 3 /2 v "I \, _ - 5T>��� 't T_rl r�U Q p PaOL.T� o P ESM CA dec E. cr- �y - 2 i - ,v I y �,Lo u I I �� U I " ;1-011 3.10 IM z1'-o'' 3,v'o 3.(o III -I -- r�n G S r✓ItiGJ f tV1/ �.2� ai - /21I CLT 1��f J II I II 3 II II I II -- F !L�, JHTi-� 2411 el, I DEGIG _ISI Ft �/ <4 x I - 2 F'L �><4 x I'-Io" I1 s jL oA M o j I C, 4 _ 5T C't--� 13CA f'-1 -�JEE CA 41 �a ( I -SI M p50�'� J 13 I-If►tv�L=1Z a 0 2 �F F L,PT 3L_K IJr- 01) :P- I AL I A vl I ,� 5T EE L 1`5E M V O �I I. / I .�' - � Ilu }� /3 y1'.) x G t3R. L� � I I � .� 2 �+ F L-� IpL,Iia (zZit I , I/4 c- 12c�H 1. I 0 'u o r '✓4`'x4- x o l- g II c►� 4 F IST- ►- KG-� LJ rl DE rL rl I I4 �'-L--,- ST I � r:L �' � I I i li '-' _ -1 174-1 E�j EEu LaLr W/ u STEE GOL. 0 �10 III, I '-O'I �• [n _- II'_ I '-�'' �(I� SII : I I _SII ` --- �4=`/4�' C�/�=1F`I' `Ni,4��Gr�l��Tri!�-l•� ----------- ���r%�2 D..Ial.�%i � I� � ,,� SILK rj�A --- 4- x 4 /4 I -DC-1 G— WA I 3,m I GK =,ri 1S 5�� i�' �fE EL �►t'1 - 5EE 13 L - PwO. sNTca, /Zco �Tur�S I Loll o c_. _� 'I s 4x4 I/4 �` ,'� I/ZII PwD � �IUG W/ lob r✓ I U ,+Jr.I�iIG��1 "� ' v J— - - - v .c. AT E P(�ES J N 4' I - 12 o IK 1=IEL� --+ - r . I r I ✓ -" - I � illt ffE - -- ;I o I - -__.-__ - STYE L r3 EA Ni I I I i i T 3/Il/ / . L+ I �\ I GU1.1►�I. �� �s' !+I _ s ST E� W L►U M N GC>frT, ., _. _�� � , 3.�J� � s 3 • o fZ, f � ITI C7NA L- I N w AT N _ .�- / III _ if .UII '�f,C/ lu' I • � �.61 3, �. / � I FL`f�N.� .01 %tl-- V� �� l �/ �1Zkr►C. VL-NEE K- S&& AK.<-A, N I I g - - I um / _.-� O� -- ' - i •� y D� 1UJ - - + I� 1/4-Y, 4�c l -r GDItJ�✓1 h� I _- I ' I- - STC�'L. Po�AM5 C.oPL- (1 � � iC.7 2 3 � h.T �4. �I� w/ FL.ArIyE A'* tEQ' � �; 2 '>/ 1..T"5 ` II �Z �t0� G GLo�.,�P�M . � r' I � �� ♦ ♦ --�-- - �/Icy __..__ 3."1. ��'�'t►. L�J'�� � , �..�.. �.. W� !�-3/41 d> 13oL_TS ------t- lu31411 ¢ r-3 - r � - _� [ - 4' q IQ- I� � 14� Q(r DETAILS .. � 1 -� �I 3,(o II 1 -011 3 �,, I° - 11-v" �,. II I'•p� � �,c3��x 'i --- W 12.x l�.i 2 - sIMP'SvN . 'T�I`�J _��Ee �'!. H 4AIL- SPAt_ER i 3/a x�4 J o I-T ?W D 51-I TL1 . I I [ �. E Q' --— — �i} r "''-- 1 co d F? SII o/L I - - ..-� C T' a--If G1r�-> �' � Revisions 10 I � s►-rr r �� �f'p�T . . ,c O'-5'' tp - 51 UE P D• G-�4 �'' I \? I" _.-- (�. I � � L � �D 1.I D 13 L IL C�. 1- P W Ib. SF-I'1•L� , `� -� I 1 �-- (� ��.NC7{-�� _______ Z x SOVI LMLLa. _._ --- -- o ---- --- -_ — - ' - 2n v r3 L Ic c, I T.y, J►J Tots t - _ I - 0 2 x B L-c) I„1 L 51 M PSoN - - T'1�1 U `�I--74;. t-�t i E- NA L_ O I ST - -TL,, Fl J I 4%L n' -��: MST 14g �TIZAF'S G EN. cam►-acDr�l� OF-- J vl 5f I hIAL 1. Oma . ZK cv�i, I { t � � I ,I SPL Ic_E. Pel-v,t->r4l� Y411 .411 2�t I T I '' rYP, I t�RA�. ST uT \ Project '.Number e-014T r�w�c.� I,�l/ L - ,,�.t� 81133 Ali- ?.� Z'/z r 3/I�oK II-1o'I _- - ---- ( CA `�PI�ILE. �E.E Date I CLLV) W/ =✓4''0 eOL.T(Jr `Z>c oNT tv►ZAc.� `Z?RUT �LAr-I Fv� T-fPE of 4} C.l�I,.;�l►✓Ih-� SEPT. 89 1 �IZP-e.. �E E 12 64;,L_ �, e; ..�/6���, f�.x�lr"r�l� ', � `sEE r°L.�f-I I E4.4 _O P fr ¢ 1-401Z I P Z 4-- �_ 1 -- \- I - -- I-Acs r-, T u6E c..o L,. Z.x� --TUC:) ��- 1 I � �+h.. - --_ _-'fur?�C- G.v�, i �(� � � Iz' �IMIIA� I►.it'�„o 3m6 r or- WAL.I_.. � O l...wi PERMIT 141. x L�I"' 892155 C �.8 {^IF wl6l ,.,.-'OPf fMl. irik+aa+*7N*Mrue,svwapwtv.. MMAIMN.RIM•./M.+h..Nr1snwo•n nr. .+n .n , .-. a A.,, •.,.t....w+.n,.0 a.+ .r.n.mr.er -.,,.. ,........ >,xrca: n.e.r.bx.• r: +v_. ;,i..4, 4Y" . — _....:.n.a.. y. . i,o,'y Nl^�!�IM'AI'�RM1(A�4'" .....:,1 'Y:'A_. �-tdl. .I,PF'>MRSP�n911lICAIM4MM�- ;.,G �MiFw. 4t�SFYM. .., .,._.' ... , gnsirrlM!mr.'wnn' 7x nei. thWcw+v.vwsgM�+e.rwA.Mw7k+et6!R ,.:n•. � 111111 1111111 1111111 1111111 111,11111111111 111111111 11111 ilrlit11111`111 1111; Jill 1111111111111 ! 111111111111111 111111111111111)I1111111111111111t111111111l11 JJ � I I � • NOTE IF 'THIS MICROFILMED ( .' ? - 3 4 5 6 7 _ 8 9 10 1 I i m a.wuY t1 DRAWING IS LESS CLEAR THAN igIS NCTICE, IT IS DUE TO THF 0,'ALITY OF THE ORIGINAL _ DRAWING. OE 6? 92 LZ 9Z SZ 1Z EZ ZZ IZ 07 ISI BI LI 91 SI bl i1 21 11 01 6 9 L 9 'S-• � b IE 6�I111111111111nlfill nlu111nulllu{ 111111111 wilIlNiln111111hn1hn�lun�1u111u111111111h111111111111111{11111III►VIII 1fill 1111.111111111111111/X11111N1111till llll�illl111 Id11i������{IIIi1111duallu tu111 .11111111NlllllllilluhulWBlnuluulilulil!lllllllf1t111H111U+, � APR IL 1991 � 4� 2 � Io" Siwc`. • t✓r1 n ALJ r�n�T. aE� �-- ► ,� d PROFE�, t' �E �.J�E1� - 5EE to - I N _ /,i R I K- I - t / 13 L _ 4, i -- AW6Le TA s WC.�v �LKC.- , Q / �ENc� _ (I loll STEEL f3Es�M `ti cr ► Jar E ALL METAL- 0T U Oie --- •�_ , - -- _ `1'='TEU � 'r'�'- =��-'CA'�'H.rJ�,e i �� II/zY -1� II�ZI -_-�.� ,� '���_t• . •�Ta_ --_Tu�- .� fir:-�°�--,� .� �cTTnra � -- - 1 >.rT'�' - i��operlT�e� of 11a L.L To I�EGK QII r� STEEL- GE`P,MS i � W p•L.I.OhIP..�• I F-r4it-4 C) IY P-YWC. ;,He 1,740c t_ w 7/7- '4 . 5 VL 0 1O I,J/4 -S/P" � F x/111 QTS (2 Z 3/4-" C-9 A i -- - ST E1r L g EA r 1 1 I I I i 11 - - T� 4-„4 K B1/ Lo ♦� Pl-,�1L'. EPE� I � � � I I 5 I� :4 �" Z ; ' �; I_ T ;.., C' ., .4 � F� !�• �y x0'-lo 3/I(i x 3j1x o'-r31 I 4 I I I - ;�, _ . t _ �e. I II --- __ _- vcNEEK ,� o �OL-T'S C-? -1u U�►U W l2.aPC� "r!i �'1Ut7 �_I \ I ►.l;'^�. �-, —0" -p� . e /CSP'I .5 OAS N E 0 i=o ft C-—,4 T Y f� %41' x 5'i z.c 0'- I t� ►.I/ \r - V r3o L_TS C-1 �4„4E� _.�PNEt:. 1--2 ;�, ��, _ II a ry ro�T� �,: ftTweL►J E.vENEE2 '?'-o .01AX �•k�t 4! U 1/p> 70F4 �, PSoZT S PPok-r _ ��, , � A v� 1 �; 3 pt.L.l. _ � ►��__S�.I _ u _ �t��� I� � I -o. '-�1 I"_I '-o�� 3. �.`i IcK -IIe� BRlcr VEN - � ----- - o4zlq. t VeI2T K EER a METAL- `_-,TLJD5 Q" O Bl�lc,r UENE•EIZ � ..i 10.TI /Z/, I4 HbS4cvp S LJb. Folz c�Tucl t u c.- 2t�e 13L.ocKI1d % ME7A,L STUDS L�.YoUT I& fG txvI.JIJ , ' '� Ja 712 t�wtJ IJ k' r•�:� �•I crer ,, /--;Dci %w 31 4�G I►lTv 2- 2,ce70 _ f 1 i t C�7 -iOd CA C0G. W,Z) 2-,� / —+��'1Jo r-. -,�"1�^'I'N6 .cel x'/4 L C- F3 M `a 8E LO W VIP{ ' �CDI�IJF1i�D� / ---2,c 8 L� GE'_W. Tv _io �,-rc 4 I C�(T E ti!D C�1- " t't I c7 �Q" M � t� Q c La TOP nF /� � I i N To A G.J AL.E NT .v K EDC-1E NAL _:,z : � ~JtT F2eQ Cif J.:,�;� Me'pR. PWp SHTG�, ESE -�fa� �Ad f� /Icc 3 �Q7 !o ► , 1^1 N L-E i" E RGor-�E� O GLIA �.I.1GL� 'o x2x:,�cL I h3 H01, �� r.'�''�G, M�►�C. F4�-JnlS? - WLR ^;,- I� Gam. �.�'EG.15 I►J?D b1TL ( I ` NI � �- I� G�4.. +' ' c • ., - Jo!GT5- �a _! i�.i►.1G - SeE A 1 a I To cs 2 �.:.fiEll I� +-•rU�•�oo -4,-0 I Srt t-E-L i3EA M S I� t4cT' LJZ S-Z '`SEE � . LNp DI�NSION�NIsI. — - LEbGt¢ 4x4n I/-4(�AI.vANI E C- -r=A T .�I s�� 1 - JvIS7' ANgL-E TYP. e ALL P,R;c_Ic_ H JE-: SUi2Ep FI2o�1 I-oa1Z. Le`T�Ucrit AN�L�) IO _ 1c) 4--;T ( /�y/ J = I w .E',GE I � �D jG J�'r �1'•+ TO JG 115T 10 rA _o ! s �� 1 11 PWD, 514-4, Z_ cDA Zxco W/51MP5oN 14uZli-ZTF • HANCaEIC C e'A. EWO. S 13F-AH N4►.i y'y-rt � Pw 9. S I�Ty• � >= JOIST . CC i IQET1��-rl o GolccrJ��Z. SfiLJt� '. ' ' � / LU -LAM BEAM A. Oil �' � �AG4! 'Tb �IC•�� r�l,L -SEE• / E3�-k_.K-- r/Et-�EES I'� I`j�IG{G I 1��odq rz Li z LL LL1 �, i J U 1 / ►='1 E'T"P►L '1 1 f~ E L E C�c�E 1�- P•I-IGS l.E N .'1 �- �Yf' ���i���-)!IJ<q. � � �'• 4 r �"� I/4 '• 5�E - OO.1GK NIF-4- iEi�- �; GLIA �-IcIL,F 0 5 , 5C� I � `�u sT R-�A 2 I� I G' l--I ECL r M Z , �?a� A+ -A(o t-IDE� GLI r° A,.r&:lL � , jJ / i. - - -� r�1E'I, STUD I Ci Cay► ,�2 ¢. 2 A o'-�' ;' / 4� To HTL. '"� --10 15 / E I ,�Er2 / !p GI l.� ��',GIL Kerl.�cN - to SuCE4JS �1�G-� I `• 2 / EG4E WAIL - -SLE 1/4 ;• , / I; mow. a'' 144;15 PwD 5r+T \ I -- c��,�• DETAILS Z •c Co L C P(4 E1Q I�/2- 12�'1A M�'rAL STUD I4 t4D`� foo ��JD6 I JOIE' 1z I�0/� - -- -- - ;, -- o I ►�� 'rte as �� rw o Revisions; I #24 / 1,,1.�r`Ls To�,�-r}►ta. I t T>- __ o1��T� 1�3�a 4 �,rLjr I ___--------MC TAS Ifl ' L �- Lid E ' - - ..� _loth" ---_____ _ __- - a I J 5�I2••FL,lS C - - �E 2 J► I ��wn. 5�-rry. i:, \ IJt�'POf2T .a'r�CaL-Lr-�. �� -j EOE NAIL zZJ 5E _J o ST Project Num her t � L-�L..I D _ fags 14�,•, s-1uc� (' -� 87133 C.oKN EX W e•_D -ry C�,L'TNf-r Dalt ^r� - I�I�C3 FSe:AM IGIG LE�'�taE ' Na.- iL hE� Z3 SEPT. n 51M F'SoN l_UPz.IQ A �' ���l, �''� ��` L bl"� I-- �'` ►-�N EMIL U 3w7 1 -0 0Z S ...__._�_._.�._ �„ 12 .... \L loel ..i.:!{ , .� .'N:'j .tS`'.�TICClA11� .. .�,� - dA.. . r i _ ... - .. .... t .. iJ ... .Wy.. .�wL•'�..Yr�1il.1, _.. v...E•_ , • L . _ t� Or.. _. ±H>• iib .. ,.n?"" as c'`" ._'' �''-r�' . ..,...:,,. . .....n .,.....,.ti. , M{� 11111{1 IIIIIII 11111{1 1{i I{1 III III III 11. III 11i III III Ill 1111111 IIIIIII VIII) I{1111mom i 1 1111111 IIIIIII IIIIIII 11111{1 IIIIIII 1111111 IIIIIII 1111111 IIII11� Ilil,l� 1111111 I i I 1 2 I � I 1 I � I ,I I I I - _ NOTE: I F THIS MICROFILMED ' ----- ( `� 4 _ 5 6 7 - 8 9 1 o DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL " DRAWING. oc 62 82 LZ Ti? bZ EZ ZZ IZ OZ 61 QI /_1 91 91 1.1 EI 21 II 01 6 9 L 9 S b E Z 1"• it11111111111IIII I1111111111111111111III111111I111unII11111II1111I14111111111111111,111iII1llllulunlllulllnllulli1111111111111II11111111I IIIII1111IIII�IN11I111111111111IIIIIIIIIIIIIIllll1111111111111111�{{Ilullif)n111111111111n}III11111u11w��nulun�ullJ!!!Illllllnlllnll�w ' J M-L APRIL 111991 - - _--- -- --- �'►IQI[x ./E t�E�Q• -- - , _ - W I N CUW A t24�+-­I'L _ --- - -z>< Co �•1J S eo I to "`'/c 2 A I v Jo l-;�,TS v I.T � �'I�0/G I IJ ��'1► I� � 'r R O f t J, •� a,yo �t �L.Y.-1 hUa � j n I�T �s.T '�.' ' �� '•� � �-�U I.E ( , _ _ , (75 � hay-I;•K- �E rI F E ►L � 12-I10 IAC LASLE --- � _ -- •` SG�E�J �r-IG�� E C� �cL,J3•-t !� � ' 3'. ' �F �1 a,�� ��EW 4 % • � . G o Imo+ Iv - - _ s - �, ►�'I_ rloTu Ta of �•lo TS Sxla,x MT I. , TUt75 - _ 604TI1-ILJvLJ5 '44 t4 I/q• r_A� SELo" SEC- A2GN'L FST ►z,A I�II.I(a. - - LF_ rz Ail 6PIZ -;,. jr G1J0-;1%l Tho I _ ooh ole- riE1"�L. �Tur � TEtJslorl; ^F r D�a� , ��. . GvLUI�IJ OtJ �► 0VZIGI�- 4IFt4i IK. I;�l er o Yo Tear' I t3 1�-�= o�Er= JA _ OF W I I.J r J. $ S i 1�1r�� OF L-!AL L _ � �UoF -Sr✓E [L ____ - I �•-b'' ------ ,� I J a ;-- 01 l I 5�� � U.SIG c • t''I�TAL hTL11.� I I p° E,�--E�IoN � J � IV Q�1vv �L -.- �(•.ltNEC:T;ON �F,E i �� .� �IL.t- r / TU 13F- 4, I �-TLA>F, C-0 L - --- - 3. 1 L I /e Y o - ��lrG "rb SJP!"'C�'' M'rl..., ;I � , .- � \ _ ST�i R. sT(ZI N c�>✓-R. ML I vY�..[� a� b4 'C 4' F 0� TF�-L. r AM ,�,P rvr� o �- Gi-wNHEL. - _ ,- y -- - " _ �A'�lE AN�� '� P�-IK vr~►JEc=�. � , � 3 1 E � �_ - Goy > M. O -. f -- �/T',�1� t3EP-r✓I GiG�i �'LA� LE.06ErL AOOLZ >� -_ a /' I(vxL(o _.___ _ _ ToJ�a O L r �4 N �-. �,,{ J Co+�4 r ✓4 Tb I �. ,2 j.'� I' z F ,L E� k'E:. i- 4 i �F,E LI ✓EP►I I- �I ,� �II 4 IpU nIUIZT PAI<,14 ! �E- GA.IJ pY __ ` 1 -- i - TO Rl_l C,vI�I.IEc�ToN �-p t✓Ivv /� 9 2 4-1' L 1 G �3 i0 G� �421�i y I •IGK ✓�EE/Z j5ELUI.,I of 4V-4C-iLE ., I-�t-IE� �IcA ��;E.EL 1�EaM 3/I G F SEE Ea+ 1 + , MTS � It✓I ��. ' , Llhl r i 15,I T`' 'V_-4-' I l.+t� �s �� I 3 (o L171 Fes- GO I.l t2`�E I - I� K '/4 O'x I of ,,,I I - ----- - Hw y7,1C.� I 1 I I ON '4x'x 4 I y S.b 'o ,,o F3oL7 IJ To NOTE TLA:2e COL . L;c�rJ T TO !'�cv Fc- - J �G� � � ���VAT IoN - IZ S�' � ��I� O lv 1VTM of P.Mt V1q 11' E T►-i E Col. - E QTc t-•v / �'''Y ll% V To IoP OF 1.1,�.L.L i - I'' I I" CPW*r T� I(o TS �, 4 r o.25 o Tc 1 LJ rot-'c 1l r �K-IG I= `•1E rJ E E 12 FSE r1�I d IJ - u- , o g,4- �rc.e c 3'/2 �✓� p�-q '1 I� I -' �� i I 1 �: '- 21�K- AJIoL-6 1-. 1�1C I t _ - P�I�IGk Vp_ t4ez'OL `� I-'-L1•(�ri �� 1 2 i - / I� ; L I /�- x I AL x /13 co Iv?, < �.---,UTA tTRIiJI-IE7R MC. AG T U A FAST • I� la ?�' 9/Gro EbKiclll FLAn r_ L.ANbIN 1 �T I JM COL. C4)IJT r� i� 57AI _ -rrzEA _1 4 - E 4 X ev,2�0 7� 00 1.4 T, -- ---- JTZ—• 1 ;:,• �'--�'TI=�I. iia=�.r-� U L- �EAr� GO►J rJ GG�tr PJM t`I �2 GOh.I IJF�-?1 O'� � •_ __ ►•� To i E EL �E,A.ri •I � i � ; -T U t8>� Got , --- - ----I hE1 NvT �I-+v,4 ►J l 2 FOR 111 11 = , - ,I I I s •892, 1117.7-01, -oil Ili I _OI Ogle K v6NSEV- T ' }/2 �LYkI W E �-- TU+J I•J�.1._L .8 c:�A, r TAI- ' I.F�( 12 p.N Cal.�'c. U lo�'DIZTErJ LL ET r LJ P e2 co " --- ---� c�FF TUp Fes► e"O of way►- �,bv✓!!. �� �vW f A� ..�T f� I d @ <o �yG IQ LAN1721Q6,-sEer �' W r✓L.p�ra rlla - �E 1L I�' - _-- - - - -T -- i -4,c12 r-F 0 Imo- 0 t t = Ly M ��EE Z1 o�T • �IMt:' LI_I21U -- - `. �'\ I �jt2/hC� r .. Mc, ID.c E�.4 GAP ENt7 __' of- C.HAN NE L wJ l'TI-1 I. 1110,�'Lro ��T�E 1 ►'�E�r�l 2x v L.F-oaEa ��/ �j- T.1 i m� - ; z G►c �/ E�rZ �/8' IL I 1117 Yr HA4,�Elz --2 4:- 160 JT L.l o� @ aWVl✓ n�LOI.J f`� .-- -fL� NIJ T �' 3/(v DETAILS f={_. -`/r�Tl D lL� r I 1, III �' -01' • I ' -s�i N1L�"1AL STAIR paNS •� �"TrZ�N+::.lL-I•L - SSE- ��� , --- GoNc. - Sai:-�' Revisions ------ - - 1d ----—> K'-,✓I,. _ __ - �rLI�K velJ ar�•2 -_ J -3 � �EAr� ��I.ow I -SEE =�1� r � � _ f MG lo, 8,4 ----- M� lo ,�gt4 ��YP� � "=7 I r I L11�1 Ir-4 E�'�F-1 .�Yl AT fp_ /4 x'3 K to 12. x 3. o'-t3" I,J/2-'r � cb r�L_TSC?YI') �' -4 H 3 '' 8g Tui>E Gv� � \ 'I I'rojeci Number Z I ._,1 I C11( �IzI� Lt•IANN�L L3K3,cI/4.0'..$u (, I/:1`�1 � I�ol`T` `�Tv., (� '�/Iv 87133 I ill &A C_1- ANE` STj NF?_ NC�i✓FZ. I 1 [�s�te SEPT. 89 I,-J I x 'LG hT E E L S FAr 1 1 I '� j _ TS 33o,I Loc.�iEr7 iN 4ALL- 'L� LE -` — Z Z� u lJ D 6r 4Z --,T✓�.1 ls- \ F-T�*L l�T,Jto G 13 6-K- sTEEtr VE r-4 E Ere. ; L.�►>� �� %L-A��T t' L — z /A" rt I'�al.�', C, 5''9C 'H2ouyH JoI�aTS - ��1EL3m8 Iv PD Cr v L PEPM IT NC). PIS' 89 21.55 [ I � I � I I � � ( I. III I� I { �I t I I I , ,:r•..+,N,t._.v..nm ,. _. „ 11 ►�� I I III I I III I I I I IIIJ1111"11111111 li; I I I I 1 1 1 1 1 1 1 1 1 I I I ! I I I ( I l i - • (!I 11 I I I I 1 I 1'. � 1 I I I I I I I h ' I I III I i I I I IIII III III III I{I I{I�1{I 1{� IlI Ill IJI Jill IlI ill IlI ill III Ill IlI 111 NOTE: IF THIS MICROFILMED -� I rr�r..-- 3 - - 6 7 8 IIS I I — DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL ' - - --- DRAWING. oc 62 82 a 9Z S2 OZ . C2 22 -[z. 41* . 61 -81— L1 --91 - S' VI E1 21 -11-- 01 - 6 p L 9 S b E Z 1 = iN111111`1111111111111111111111!tI11HI1II►IIIIIIIN1�1111111111111ih�IlI11IIT►111lllllllllllllllldu{Illllllllulll'11111111111111111' . „ullunliulllnl►llmlmllunlnlll►Iulul�lnuluulu�Ilul�lu111wlullluulunlnul1111III11IIWIN11�1U1;♦IlIl�11U�lllllU�llllllllll! -APRIIJK: 1 :11991 1� PLY WOIUL GENERAL NOTES 1 9'41" FD N.. GENERAL _ SCf �.oL. (o� 13EL.oLJ _ __ , NjTL, STULxi UAI.� " --�- .Mase notes set minimum standards for construction. The drawings govern over the p PROF - -"•,'or4 - G v II o/G �� . FINISH rtL•oO1Z ' General Notes to extent shown. (u 1 N f y SEE I ,, Contractor shall verify all dimensions and conditions on drawings and in the field. O Coordinate locations of openings through floors, roof and walls with architectural, / ///�It�\� mechanical and electrical plana. Notify design agency of any discrepancies. � / L 4 X �i M. I/l} C�^ i Q r0 N T U6� GOC. -SCE 3. Contractor shall provide all necessary temporary support prior to completion of ��/ 11a FDN PLAN vertical ar"d lateral load systems. 1 I FLAN 4. First floor shall be permanently attached to walls prior to back filling against. structure. 1144f G. 5. Where reference is made to ASTM, AISC, ACI or other standards, the latest issue shall apply. +. �y uzay ft- 3/Ili Ka K(/ Cd E�&, 1-'LO (' s „ 6. All work shall be in strict compliance with the Uniform Building Code as amended b ll 5FZ(A, FL W�a• • /d m •:. 10 p B Y �,� •J b.R�i+•1 L ,I the State of Oregon and all other state and local codes and buildin requirements + FOR F-1,�a4IC7 31 NoNAWCH SN Rok �iNY L12 ;" x.rT that apply. ' N Design Criteria+ I I a. Basic Roof Load (snow) 25#/sq. ft. (snow build u loadingas -------�' _ 'A// �I�'z T'1 R'~ -- 3-�4e 4- �� II�1 Fr;lw, per SEAQ snow load aalysis) •G�I�L V$2"rl(�D•L. '' ; WALL c,EN1eRLq:P b. Floors 500/sq. ft. UN oEfL c. Floor partition allowance 200/sq. ft. L.OL, p " d. Wind 80 mph, Ex oaura "B" C _ e. Seismic Zone II 7. Mechanical equipmmpt, mechanical and sprinkler piping larger than 2" diameter or other items produ4ing it hanger load over 5011 shall be hung by a system approved by the design agency. Ary hanger producing a load over 2000 shall have additional �},I.� framing installed to transfer these loads to the main structural beams or Wella �.11014T 4APj r "�eH•1 ��I unless otherwise approved. U �� 8. Shop drawings shall be required on reinforcing steel, structural steel, glue 1 S� C-OL. f5S%_o I laminated members, fabricated joists, and shall to reviewed prior to fabrication. A �7Q. x Y.EF.f,TI7nI I'LANTtR I .ALL _ �P C ��- FINISH F'LR . S15'�- gn soil pressure ssumed to be 2500 psf LL plus D.L. N ,- s I FOUNDATIONS S / • -" I 1 @ I I 2. All footings to bear on firm, undisturbed soil or approved compacted fill minimum "..lol h'T�j Lu 210 - • O A" 18" below final grade. Notify design agency before proceeding 1f any unusual 9O 112 ArOK .�OI�aTa• j2U� �, ' +y `��,w,. � AG,1'•��� '�UP�C GOL_ SEE PDN• conditions are encountered in the footing excavations. 6/IVi1 �iLOT PECPIJ WL�Z _M. }+�""�S �•`� I�p" i L �A� w/.•{'6�cy" m ,a ' oN 3. Do not excavate closer than a 2s1 elope below footings. •� N TO '47, 1.. SSW _ ANGWo2 eoL.TB 4, 1 Ya 4. Clean all footing excavations of loose material b hand, r If - "7 - - 1 -f 5. Excavations may be made under ^ontinuous footings for pipes. Backfill to be approved6. O� -� _�2y.,. - - G.bF�1 +� �I�I IJ(7 NON - }IRI NIC 4Ro'JT p * " 9'/a" eoNc,, wvW. WAL.L by engineer. • ?yyy. U � ,n C - M VERT INTO 1. Aver O + �-• ETE � ' ' 1. Average concrete strength as determined b job cast lab cured cylinders at 28 days l GMU, bJ,gly _O' B B Y j Y Y �( 11 _ ` (plus increase depending upon the plant's standard deviation as specified in ACI 318-77) z 7--•{ 14W. - D„�I(� veil E:� &1 '-/iu shall bet 3000 psi for all uses. h 5p 4 'I I 2. Minimum Mix Requirements: P f/ E-�` - 10 Fi" GoNL� FON. t,6ul- ' O I� N1 �• � \ a. Cement content per yard: 5 sacks @ 3000 poi. I.,� � O p I `T" X,L-' ll/ZII \ b. Slump: 2 to 4 inches. Deviation from design slump +1/2" to -11 ., anal ' c. Air Entrainment: Per ACI at all exterior slabs. 10 -- -�r - I "- - ' GMU. ON TOP of.- FLJ14, d.+ Admix: Water reducing admix (Pozzolith or equal) for +11 slabs. 3. Place and cute all concrete per ACI codes and standards. WALL - iz1,1N I7 OVER. 4. Provide control joints in all slabs on grade at 25'-0" e.c . each way maximum unless V ToP c21- 5FL41. P(.PTt otherwise shown on plana. Provide heavy (3/4") tooled jointa at 5'-0" o.c. Ind 1/2-- AT /2" 1�Li1 �{ JuI AT GOL premolded expansion joints at 30'-0" o.c. in all exterior wake and slabs. 5. Sleeves, pipes or conduits of aluminum shall not be embedded in structural concrete -%Me COL E°L&rX1B OF eRW;,W- V15ML-EIZ unless effectively coated. 2 36. XIO�� G �A {� WALL -SEE IS ATTAU•1 To TOA ar• GONG, REINFORCING _ ®' vN, WALLAN STo 1. All reinforcingsteel for concrete shall conform to U.B.C, standards No. 26-4-76 and 3.q 3/4°•_I '-od CM oN C-AGM1 Sn7E, U ASTM A615 grade 60 for all uses. 3 ^ II 2. Fabricate and install reinforcingsteel accordingto the "Manual of Standard Practice for Detailing Refnforcad Concrete Structures" ACI Standard 315. 9Y," F'DN. L.IALL 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing in walls and footings at all corners and intersections. Splices in wall and slab reinforcing shall be lapped 30 diameters and shall be GLIQtt, Litijp*R 67,b-rv� iI staggered at least 4' at alternate bars. u 5. Provide 2 04 continuous bars at to and bottom and at discontinuous ends of all walls. �I _101yr w/p VV �I _Tu PSE GOLF FFV N, 6. Provide dowels from footings to match all vertical wall reinforcing. Lap 30 diameters PLOTG y" p QI,..AN or 2'-0" minimum. 10 CvD >L �7 �i12E 'd ;1& , N I ",y...__ F.JfLy. f$ W�2}"'��G1�XI0'I 7. Lap all bars in intersecting footings V-13" or 30 diameters whichever is greater. _ �- Y- • 11 8. Reinforcing shall not be bent or displaced for the convenience of other trades unless W_ 7PJ�IGWOFZ DOLTS �t Ufa approved by the structural engineer. -� NbN -SHRItJ K 41KO LrT 9. Electrical conduit shall be placed near center of slab. j�LYvJG/- V' Aer�Gv �i�M W112 X STRUCTURAL AND MISCELLANEOUS STEEL F1 EF- s NvF C.oLi PL,&M 01.1 ToP Y`LN • WI�1 ' '.S VERLTS Qt 'J 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of TIES (9 12" '/- -rKP. CO. Te OP oy.IAL}r' - I W/2 F 2" /,. ?op 2. A11steel to be A36 except as noted. 3• All welds to be made by Certified Welders to ANS Standards with E60XX or E70XX e FL.00IZ �TUFSE cat- HI/FSFtbI.R..., electrodes. ANGHoR 'FSoLTS 4. Bolts to be A307. Provide standard plate washers under all bolt heads and nuts in contact with wood. `' • e �, 5. All structural tubingto be ASTM A500 trade B £ • 46 ka i. yJ1�y • - NOICJ-'I GoL.. INTO WALL 6. All pipe to be ASTM A530 Type E or S. Grade B. Y f` -- I .tl„ (o� 4 PILL IN AFTER GaL 7. Do not oversize drilled or punched holes with burning torch. 2 S. All high strength bolts, material and installation shall conform to ASTM A325. J .�-�(OI LI DIIJ�L�IZ GJTL. �/4 I�_JN WOOD FRAMING I Lj.• �.� 111° 11 • ''> 8p.�,J . F'IArK3 W 41NdfrrO tJ 1. All laminated beams to be Douglas Fir with fb - 2400 psi per AITC specification. LUFROG GTL_- Appearance grade to be industrial. 2. All glue laminated members shall be notched, shaped and finished as per plans and specifications and shall be fabricated with waterproof glues. Z LL 17[77�_ F947VVrX 41&7UN719A 3. Erection of members shall conform to AITC specifications No. 105-65. F040EiGZ7C NAIL I � . II 4. Shape toP of all glue laminated members to slope of roof. ! � @ 7 __ 5. All lumber species and grades to be as follows+ 411 c-%6. •aTXJ W�•t-L II a. Joists, beams and stringers ... ..... ......... Douglas Fir 112 _ �2p cf 1JGLs� pppi ( - !O & Cg4. M'R.. �1T1,'X7 6" nom. and greater beams and stringers ....... Douglas Fir 01 U P+�b yGN IV Il st VV/ I[P C�• 'T71'!�� - " Z><� b. Bucks, blocking,. ... ...............bridging and misC ........... Doug Fir or Iles Fir 03 c. 2 x 4 etude Doug Fir "stuAs" or std 6 batter �� ! or 1f2 Ilk IC7 C� � �+G?ZF.W1=s 'P' ��' i -- 2 -511�1I�XJN �JTaA� d. 2 x 6 etude and larger .. ... ............... . ... Douglas Fir 02 & �JI"LICiE e. Sills, ledgers, plates, etc embedded in or J � lJF� f.SRIGdC �/1�!.Ic�R: in contact with concrete ................... ... Press treated Doug Fir #2 5(j✓ 0121 WCL OIJ tom.. �71pF� ( f. Posts ....... .... .............. ............. Douglas Fir 111 CpVQj _ IW C II \ 6. Framing anchors, joist hanger, post cape, etc. to be "Simpson" or approved equal. (,� r `■ �4T - " CrLO 1"1 W. w'1V N6, J 7. All bolt heads and nuts bearing on wood to be provided with a washer, 8. All railing to be per table 25Q of the U.B.C. Nails called for on the drawings are Wio4rZ v r��-��1j wl� �iYy��^ to be Cutting asnon. --'- --�`--'-- 9. cerand notching be joists not allowed. le diameter hole may be drilled in the 1 � eerier 1/3 of the member depth. All other holes to be approved. 10. Studs may be notched in the lower 1/5 of the height of stud for electric and plumbing 'pipes, but no part of notch is to be deeper than 25% of width of stud. Holes of II. OII L diameters up to 1/3 of width of stud may be drilled in studs but not in center 1/3 of 10 ^sf- their height. r. 4 Pte' J 11. Double all joists under all parallel partitions. DETAILS & 12. Plywood sheathing to be standard grade with exterior glue. Install roof and floor GI NERAL NOTES sheathing with face grain perpendicular to supports and stagger end joints. Install x'7.9 I • I •• O wall sheathing either horizontal or vertical and block all edges of plywood with . ��• ROOF s FASGIA 2x4 or thicker blocking. See plans for nailing schedule. _ 54044t FOFZ GLA121T'I' PREPABRICATED FLOOR AND ROOF JOISTS REv18I9ns L/ / AJ 1. All roof and floor members shall be manufactured by True Joist Corp. or approved. l,6W. e VE1JF.�. I I�I 2. All joists shall conform to all provisions of the 1985 uniform Bbilding Code. �I'1•L , �rn,1�I�LTr-' r+'TL• �• 3. Joist shall not exceed a live load deflection of L/360 or the working stresses as shown in the U.B.C. standards for appropriate materials under a total load of ITL1 PSE 40 PSF for roof structures (25 paf LL, 15 pof DL) design for maximum snow drift Tri cu LUMt�1 II I live load of 60 psf; and load of 80 PSF for floor structures (50 Def live load, ^-aj WIbL�A' 20 psf partitions, 15 psf dead load). • - S-'-- I Wp'''{' I _ br r7 fc'�j f• 1/11• r' O ''(p° ( L.L.V� 4. Joist mamlfacturer shall furnish complete engineering shop drawings with registered professional engineer's seal.T . .1 __ 5. All bridging, bearing hardware, blocking, hangers, etc. that connect to tha joists Project Num bet 9 1V - - -_ - - shall be per True Joist Corp. standard details. 87133 \ - 6. Erector shall exercise extreme are during erection of joists to prevent them from. _ b buckling laterally. Provide lateral bracing as necessary. Date \ Z GOC . C,a�� f T I 7. Manufacturer to ng#inspect all trusses after they have been erected and sheathing, SEPT. 89 `ry'r`•C�_ I��� p IQ• �7� ���,T,•�FI�� bridging, blocking, etc, has been installed, Manu£actur sr to submit certificate SM � ' ��' T� io. I 11'�01'�•EUS��W/^Srrc.r' T�HZ� to engineer condition andhat meethwiths thetion was made manufacturer'snd that design andts are in installation eptable requirements. � (iGw!N 6GT10� 3 . 9 IErRMIT NO. EP 892155 - 21 OF 56 s.. PENNINE -will - 1 1111 111 1II 111 I{1 II'1 111. III I{I 111 til 1'1 1{I 11" '1 1(1 I„ fl' ill 1II I111I1 I{I 111 III III I{1 111 L11 1�1 1{I ljI 1{1 11111{+ LII „t !�1 L{I l{L11{L IIL I{1 LIIF -_ �_ Y.__.__ • j l l I I I I I , 1 1 1 1 I l l I>rl hl�lA 1 I61I n 1 I , I I l l I I I I I I I I I Ufa+ I I I I t 1 II _ 1 MITE: IF THIS MICROFILMED DRAWIW, IS LESS CLEAR THAN e THIS NOTICE. TT 1S ME TO �,... THE QUALITY OF THE ORIGINAL DRAWIrr'• ot. Ge BZ 2Z wZ SZ ♦2 EZ tt It of of of LI el G, to CI 81 11 01 • e A e 1 1, IE2 I ' ' - dq{nuluu�uuluu{uuluulrn16n1{uu11111{nN6n11rudnahrM6Ht{M1dgiILuJIN1101�HUlUMhlRhnlhulhlUlu�11N1111111IH11hMI{NIIIIII�IIIIhIN{III�IiII{UNhlll{III�WI�IUI�UIL{uc1u11{ntIh111�11N 1111111W11h1U{IIIA � -- �� APRIL 11] 1991 I may. �1 I qA) Adv 10N IL 1uRGENS u =' ,r --- — ,SO O ZA PORTIAND,OREUM �--------- ,� . __- - - -- ---------------- - �-0 SLI- �� - �� �S� L Ay J twl I • • PANT=� - .• . �';,,� , E� � 4- - �� Moot, fe 03 — - A &.3 ,�• h� _p .� ��� � lo� - �. - _ _ _ -_ � - ��. -.-�- � CSL p � _ 011 I 2 - 106 • �_ TOR RM. 4 I . I �INi. o 167 1MEN I - ZI _ � , I ��. �✓ I �', (� 1087 I i I -� •�'. � gill • . �, + � ,� ; I r • I I � b / TENANT SPACEWOM 2 -- ----! 1=4= M LOBBY 1 -�— 1�1 i lag 109 I I ELEC. RM. - 105 d' 10 5 z -- _ - N • • , Of _ 13 - - -- - - • �� i , , I I I j • I I �l I .� Up1 = ELEV TOR ° I - Vol I ryJtl • . ' N _ - � I -� - IP CORRI DOR I LO BY 2 + _ AL�.OVE R , I 163 104 i �� 0 FAIR 2 � _ 1 -- - LU LL51 r�I 6I _ I IEW ' 10 FUUNDA"' i � -° ry ti'4P I ?; 3 Las�-rlorls ! TENANT SPACE' I _ —J LU to / Cc.T t�(P lc►7 I I = I 1 I o - II ' 2 I 2 l O U I I FIRST FLOOR PLAN FIRST FLOOR PLANRevisions • .� ,�, � gig„ , I,,o„ --- ,N .. ,. _ LEGEND ---. One Hour Wall - 4" metal studs @ 16" o.c. with R-11 batt insulation -- - - and 5/8" Type X gypsum wall k card, both sides to bottom of roof or floor ddeck above. ----� Project ',Number Wood Load Bearing Wall - 2 X 6 @ 16" o.c. with R-1 .1 batt insulation 871„3 with 1/211 plr1boa(d ood both sides (see structural) and 5/8" Ty e X Date —�� p sum waboth sides to bottom of roof or floor deck above, interior walls, See Structural Drawings for Shear Wall Req. SEPT. 09 Interior Non-Load Bearing Wall - 4" metal studs 16" o.c. with R-.11 batt insulation (c� V batt in & 5 B�Type X gypsum wall board- both sides, extend insulation and�u�.e wall board to bottom of structure above. .� 4. 1 w�r:.l .r�z r IWI�• I�r--� 89121.55 2 OF' 56 _ .. -�i�1�1�i 111 ' - n.'I Illlllill►1111 1111t{�11{111{I 1{11 i;1111111{I 11111I11111I1)i III 111111 f 1I� 111111 Illi�ll 1111111 I{�llll I{I�III{�Ill�ll il�l�l� i1111{i iI1I111 1�1'1{I I�III{I ILII - I Iill 11 1 11111) • NOTE IF THIS MICF`"'LMED �—' ) 2 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN ' THIS NOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE 6Z 9Z LZ 92 SZ 17, EZ ZZ 1? OZ 61 QI ll 9! SI bl Cl :;I II 01 6 8 L— 9 S�� 1r� E Z 1316 i�!IIIIIII�tIIIIHIli11111H1InuIn111111111111111111�IN111111u1111u111u1Iunl>I�n111111''IIIIIIIIIIuIIHIIIIIlI11�111111111111111111111111111111111111i.1nII111Iluillulluullllllulllllllllullln1111{�IIW�Un1111111111111nInIIIuIII)wlllWli�llu{�Inulll�!I111111II)Inl{�� .APRIL 1991 , , JON R JU;IC,NS A B C F G H J, FtJIJ1UN0 ORu-0II a yo o y' o° 1 , o I�1•q" 5'•bA '.g" 3'-S, -- - el o � y 1 — - _ — —rte- - ►- E a / OOM — -- - ,�% 3 KECRL p '20 l]3 I I I FSI z c rte, �i I , 2 Mo I I E — 0. �i 2 / w¢ MEN M. a 204 I I l NANT SPACE / \ WOMEN I 7 I 5 �s I \ 13 B-B.'N OR LOONY 8 aAa IM. CORRIDOR LOE BY 4 STAIR t i � 208 a ( TS AIR 2 - I I I 1.1 06 M 6.3oti. ii _ 1 - z Uj Tr5 LL it II U TENANT 8PAOE � } I I I �� � II"t• I � I I I I I I , I - - • •�" G•d-�I'- 2 I 2 Z SECOND FLOOR PIAN 3 �.I i.3 SECOND FLOOR PLAN \1 Revisions- LEGEND —�— One Hour Wall - 4" metal studs (a� 16" o.c. with R-11 batt insulation and 5/8" Type X gypsum wall board, both sides to bottom of roof or floor tldeck above. Pro e<t Vumlx•r Wood Load BearingWall - 2 X 6 g 16" o.c. with R-1 1 batt insulation Dat iso with 112" pl wood both sides (see structural) and 5/8" Ty e X gypsum wall board both sides to bottom of roof or flocr'deck above, SEPT. BP (cy interior walls, See Structural Drawings for Shear Wall Rey. Interior Non-Load Bearing Wall - 4" metal studs @ 16" o.c. with R-11 t -- batt insulation & 5/8" Type X gypsum wall board both sides, extend y batt insulation andU one wall board to bottom of structure above. 4 ' 6 9 PERMIT N0. LSF' 892155 OF 56 - " `4n�� .��t♦♦'�i---_. ,wc:'wr . Fr� LM�I _.•.r' pwlRw �.�w,,,_... _ 1 1 I I 1 2 1 I 1 I S I 1 I 14 1 h l 1 5lel i n 71 I I IBI ' Ili Ill Ill III Ill III III � � Ill III Ill I , III 1 I lh 1 1 Ill I Ill � I 11 I I III 1 II111 I II t1.1'1•I I Ill I I li, � III III III In 111 111 I11 111 111 Itl Its ili ,tl — - —. _ .` �.-_.-._,..._ - �•�.L7�!°""- _ -I I I I I I I I I 1 I l a I I 110 I I I it I I I MOTE: IF THIS MICROFILMED f _ DRAMING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DIE P) THE QUALITY OF THE ORIGINAL DRAWING. 2X 0E 62 82 12 92 SZ 112C? 212 I2 OZ SI W --CI -v1 w ♦1 ti t1 .1 11 01 •'''�" / ! • S I0 • � ,I!1111111111111111NUIINNIHNhndINIINNhN11uMIMNiPnInMP,MINNMNdInlLudlUSieWnMIIMrA141n6hulluulll[,IIIn1I1911nt�Mllllu�i16111UIluyuullndtntlN111111111pp9MI91d19116uI1u1161dIWI1U�lul{IItILn1NNl11 j APRILJLij 1991 1 STar 11 FrLV1-jj 'PKEAP�= R. JIlRuINS L ►--i - �- ON i ANO,ilflFlaC1N _ p - UL I OIL - -- - _ - - - ' - -- - F7F I r I (�52 Ctw11'�� TIJ Ccco F 1 �' �`� — -ff- *_'� —. - - - --,r --— G +�P 3p. w/p.�L STORe EV 0 ►T R0" 1 It 01''0'HI4A 106 10 0 � MIN-R�ca'a '� - - -- Li L- - I , 3 PLAN DETAIL 4 PLAN DETAIL H t ----- 2iYPRl 8 �'- �, TE I-• I'-I WORK AT ELEVATOR COMPLETED PRIOR TO STATE INSPECTION BY GENERAL « -` -- - I T11 ladder in all pits with hand hold 42 above bottom terx.nsl landing. �, -- -- - - BY E:L.EC �,,Du - ----- _ -- --- 7 Light (5-foot candles at pit floor, sotletime• requiring two light fixtures), light swit0r, and receptacle in the it with W P p guard on light. 1'A� ' • G� / MEN O BCuitdi on sprinkler heeds 1u hoistway and machine room - sprinkler shut off outside holetway and machine room. tQ s - ----- 00 _ B� GENERAL ? 5 I A I I 11- over on sump puny hole. __ '� I BY GENERAL I ` 7 1 7 I _ I @� � Finish to door Jambs to maintain fire Integrity of hoistway. C 2 .3 I _ e 1�1� BI.GENERAL I I� ( ; Mo pipes or equipment in hpistway or machine room which do not pertain /}• - I 7 I I es :r to the elevator. =.. O BY GENERAL d I G ►v�1 O I E N Finished floors in elevate r std hallway in front of elevators. I _ ,r� M 45 1", �t BY MEGH \ IOI A I A L21 � 4 Ventilation in alt machine rnr•ms. i BY ELEC ►•�p. ������ I O � � i•r M Adequate lighting (10-foot candles at floor level) with light switch it, i i G M 0 o J - machine room. I Iv.7 it I -MBY ELE� - - Fused isconnect in ■aehine roots. 7 BY GENERAL I � \� t - I 'I �� Fire rated door on machine roou which is self--closing and self-locking. Inn II 09 � oo S NOT Y t 1 I I ` ev ng a travel of 25 fee: above or below main enUlt favor �r:• � I = - — — — — - - --- •— — — — -- — — — _-�. ?j T ----� , W ,,R must have >Tiie--service provlslona. General must provide r�g.r71 �- V� , 0 - r smoke detectors at each elevafgZ�obb�. % ?hese detectors to by on i ELEC. RK T' ❑ '' M' I �;I two seoarats tr sue for the ma.'.n 7Io3t;-llta_a er for the N -- -- - --- I I s-f - - I 05 _swe2�II!-f: loon. — I j LI- -- / BY GENERAL -- I ! ✓ w'coD 1511"11-117 �• Aj_L1 LOBBY i I .'1 _ Grout around elevator hack. I I /� r+ O I _ _ --� _` `- F:' N- T - BY GENERAL / N I 5 3 Install fire extinguisher in machine room. i — — — -I - - / I • I W — I __ (�► _ ------- I I _ 1t.I. 1 --- .6 % i I I 4I 1 ---- -- � � ,' - _ ' E,LE OR 03 6. wl AAC+.-i I-r� Co IL -- - - --1 N —, I i '� ra7 13 I --- - Z+'Op U.R. - --- - 2'.OIII o' 3 u-R. Q r2 t,ao� ------ ' Or - � I I I - 1,4•'r1Z�D�iC'I.O''p,,I�►• 3 � vERIF•( I � a � � "�04Nir, GORRIDOR 103 � �LlJ1l�� _• 1 I I 1 O VE - i -�" !v M�'�► S'f X17 - a FoolsLIJ " A o I I I I -_ ---- v�+G�+a+J1L way` N I �atL■1 t I 10Z I _ I IIir _ - I I UJ 13 I .STAIR A l -_- _____-q( I ( I I �S_T��l m y I • � -+�-- � I 2 %r I � ;..� -� _ - ,w @Gil V II-IGr -' r !`- --i- rte/` _ _ ...- - �� '�` -0 ,k- I woop S'�ur� WAIL. PARTIAL FIRST . . 5►�I .� — � - _ _ +� I FLOOk PLAN ' ° �/ ���•��!,� � ` � Wavy -(7�i N1 � , 1. • PARTIAL FIRST FLOOR PLAN - ' I�zmOt�• _ _ I Revisions _— .N / J CL LEGEND i One Hour Wail - 4" metal studs @ 16" O.C. with R-11 batt insulation and 5�Ieck 8 Type X gypsum wall hoard, both sides to bottom of goof orb - ' 2 PARTIAL FIRST FLOOR PLAN P7$M Nfloor a ove. .• Wood Load Bearin Wall - a X 6 a 16" o.c. `.with R-11 batt insulation I - `� %-" :i'-cs" N C. with 1 /2" plywood nth sides (see structural) and 5/6" Type X - psum wall board beth sides to b�►;e;ri of roof or floor deck above, ( SEPT. �tg interior walls, See Structural Drawings for Shear Wall Req. t Interior Non-Load Bearing Wall - 4" metal studs P 16" o.c. with R-11 -- — - batt insulation & 5/8" Type X gypsum wall board- both sides, extend I I - ----- batt insulation ai one wall board to bottom of structure above. 43 -F:E'MT.T• NO., BP 892.155 5 ELEVATION N 6 ELEVATION , _._._ ,'»•� �I I'= !'6 • III. I� GI I 111 1�rO�I - _-'-- --.. .M.. • Mew. r 1 I I I I I I I I I I I ! f ) I I i I I I I I I I I I 1 III I I 111 ., ��111 ►II 111 III III 111 111 111 Ill III Ill III 111 III III 1111111 II 111;11 III T_ NOTE: IIIlllllllllrllll I I 2 3 4 5 !! i 8 9 �0 NOTE: IF CHIS MICROFILMED � '-- ----------------- , DRAWING IS LESS CLEAR THAN ' THIS NOTICE, TT IS DUE TO } THF QUALITY OF THE ORIGINAL I DRAWING. ------ -- OE 62 92 Lz 92 Sz ►z Ez Zz Iz 0z 61 91 LI 91 91 41 EI ZI II 01 -6 9 L 9 S 10 E z IOO • ,t,Ilunlnuluullu:Inu1111;Iunllullunlnlllntllunlnnhul�lmlr.IINullnllllnllulllulilllllllulln+IIIIIIIIIIIInI111IIIII IIIINUIIIIIIIlIlI[fill III IIIIIII IIIII ifidliIII III IhIIlIl11l)IIII�I111111ullulllulllnllnlllllllhW llll"�Ull�ll IIIIIUIIi11111 J 2L APRIL � :� � 1991 ll A B CMINNIE- nD PON & PiRGENSr I — -- �.• POHMAsO.OREGWI q� of Go I r-4 MECH. ROOM ' O 203 MIN.K"P. wt HAIL, N co U I CA 1 � 3 Z 2P4 I I h aD a MEN o y N 2oa — 12 ►� E Ir CA zHb ` - -- ----a- A � 1 '7"I I WOMEN o L. - 4 1 I Z-0 4L IG°ae. woov y,tao N/AI�L � / 3 ELEC. I -- A EL OR 207 ZA�r �I fra ' oFvRo I OJ1ii1CFlV.// N G.2 SIM. ( t_ ) iii ='L N0 FAO:, L 90FWALO -P.1 l -rrP r- 0 '-'o° Z-b" CORRIDOR L 13BY u 206 20 0 d az Uj FFkG J OfJ �tJ�L�IPG�L. I pN 'F wPv.L 7 LL STS- L1J Cn 13 � 3 tW�11�11r�•IL. V 3 I � �. I 6.2 • 6a. 1 `STAIR 2 - ' TTI - -= -- B;pAI 15'-l01� Q FLOORPl.PARTIAL A*N ND el IOAI�, FLOOR PLAN i I • — J 1 PARTIAL SECOND FLOOR PLAN Revisions N ---- --- _ ____ A LEGEND GENERAL NOTES - --- - -- _ mg r One Hour Wall - 4" metal studs @) 16" o.c, with R-11 batt insulation I- gEE sHeET 4.3 FSR vIMEF�sIo� 5, SIM Lnrt and 5/8" Type X gypsum wall board, both sides to bottom of roof or i � 2 PARTIAL. SECOND FLOOR PLAN Project Number floor deck above. �, I ; �IaI = �i r1p6„Jf.A d71iN Wood Load Bearing Wall - 2 X 6 6, 16" o.c. with R-'I 1 batt insulation Com'Rp �/' LL. �x rF�lofi 1�b►1.�.. V+It > I' o" N Date with 1 /2" plywood both sides (see structural) and 5/8" Type X SEPT. Et9 — gypsum wall board both sides to bottom of roof or floor deck above, (off interior wa11s, See Structural Drawings for Shear Wall Req. Interior Non-Load Bearing Wall - 4" metal studs F 16" o.c. with R-11 batt Insulation & 5/8" Type X gypsum wall boars . both sides, extend A w - batt insulation and one wall board to bottom of structure above. 4A H I G:MIT N0. CSF892153 — � T— (\` 75 OF 56 WAWA- �I,1111111,11111,1111„'111.1111111�I11111111111111111ji 11,lmll T,lllfllll llllilA llllll 1111111 II III,II AIAII IIIIl11111111111,1111A1A,IlIIIN,ANIAI1,AlA ill II,111}II I,IV 1411111111 AIIL„1111 ],,. �� NOTE: IF MI7 MICROFILMED -- I •1 3 __ 4 5 6 7 B 0 0 II r1ISDRAWING Is ,LESSIT CLEAR THAN .. . URAW Nona, IT Is DUE ro THE OALITr OF TIE ORIGINAL _ 24X GRA1rIMo• oc ez ez rz sz sz rx- f1 -'2z—la �- si ” si a1 •1 sI r1.J c1 its if o1 i • i s s r e c 1 MI1O1111111illlllllllll AlAtNIIi111111111i1111h011pR110111111hHIMr111A1i11111111111NII111�11U1111111N111U11111111111111111111,11111h1IA�III11NR1M111„„„„!III„11„1111111III11t11111111111NliliN111NIoulwdlm6Nlhm61 APRIL 11� 1991 t s ROOM FINISH SCHEDULE DOOR SCHEDULE WALL —_ __ DOORS _ FRAMES RM. NO. ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS SIZE DESCRIPTION DESC.— DETAILS �:; ►• , r_ MAT FINISH �1AT I F'INIS11 —�1A'1 IINISH A1AT F'INIS11 �1A"I FINISH �fAT FINISH MAI FINISH HIGH -- i f PORTLAilIAREU ww OF I � u Io�S LojcjCiporL Lvov AG'rmoo lO�}- i..�6•�� �Iooe gT J�`GT _ ? ata ? oco Coco � o� o 7- nw Coco j cco --- — -+ ww •-� ww ww '' oww <. ww wc.r o 5 �!►�.�• Itoc�M ti �F j2�I� FF p 2 Ilrr;.Z P�-2- t••2 ,�.G'1' -� i= o o M= o =: o o x Q ►- o .� r= o --- - Id7 EU9-VAc oK �M, g� F 2 b Is-F- - -- DR.NO. W H T S P MAT. FIN. TYPE E I L MAT. FIN. J H T. REMARKS CCS _ _ • ,--� - - -- F (a 4.S �S/�I-�i `�1A hi-+'fo- St�lDIN6� ur P F GT F-I` - - - -_ -- -. -1.a 1 A a'.0�� -- -- _ - - p - ALUM. F•F J AJLAI A. / - - --- - I o - - - - - 1.016 g'-ou ALuM• F �(t:lM I P.LuM. F r. /4.S VA.!; ^u-ro-*L.IPII lo 13 p 5►rAIIJ A 60 loss O 5 s{•-r 550/.5 _.__ - - ----- - -- - •rail Za l -_ l.-o -6'( 3- � --- �T c. l V G p5 u G -- ---- — - -- G 2 ^wM. I'. . � �� � !� Gf� �/ � C�►IS �-I 1p,+, �-oil $��I p ALuM. _tot_ _ Lobby 4 W _ _ ` ` — - --- _ _ J� iJ000 �_ r u�1G _ v�1C. -mac. v�.lr✓ ,d,GT •� Io5 0 ISI A 2oMl ��i �i/�'.S Zo� M EGN. 94040 M F R-t1G FF" R Z PI"'Z - P•2 P'-2 JtiG I t0� _ - ---- O --- 20+ ME.N GT - r-F Gr PF- I6)7 Z405 woll4lEN GT F-r- GT 20� oo�tQ I�7olz G 'I' klcoo tit ��� ��G. v v C. AG'-r — I o9_ O A 20 MIN - - - - - - - --- - - - �,, 2c�'i L,r.C.�'la.t GA.L IBOCr r'I h'I- 1e.jl!> F F' la•?I ID 2 P•2. P-Z Gq 6 P 2 - -- - - - --- --- -- - - Zo3 O Zo -IN. 5'I'P.l I G�(2'f -- ►,.�oc� �T 2 0�- p - P� I-- cl. 0 0 00 _ _ _ _ --� - --- ---- 101 _ ABBREVATION — I ryJ i ACT ACCOUSTIC'AI_ TILE: 7I ' Al- ALUMINUM CART CARPET f CT CERAMIC "PILE: �— CONIC CONCRETE CT1U CONCRETE. MASONRY UNIT ��� �`� • I / GBGYPSUM BOARD Q GVPL W •Lo Cl'PSUQt VENEER PLASTER *i'Yy cnrl-f RIMFrR ; HBD HARD BOARD HM HOLLOW %1E'T.L1. P-1 PAINT LATEX J P. PAINT ENAMEL tEL ( Mut-LiorJ P-3 PAINT EPDXY If d•{� r3� 1 i PL PLASTIC 1,AMINA'I E 5 — QT QUARRY TILE I ' •s 'rA. F7LAepl 9 01 4 i It U B ," - RUBBER I, '"�(q•" I�SI,JL. It y� 2`-Or 4o-O', �• N( AL.5"rU pS 6 IP -%49o&. I riles 4 _ _ y SHEET NAN1 L v - I : - — II I I O O V"'C VII N1'L "'AI[.L COQ EKINC; WOOD "'ALL PAN[ I ING '5i JAM�3f HEMI DETAIL DOOR TYPES Lj -Ir oar-- �• 7WV-.r NjouN'r PAY P,40PN� I ` AL.ur-1. <.o�/E > . fi --SANT 'Ft'f'• ---- � - PI,��- l.A,��- � I• o t�M�'ru-I Girt , i --.._- �I lows, -T' P D ->'� ! j-r'cAME FINISH uM �Y --� AL- . GOR 5 __- 3 i vva -rfel M 'IYP• r, I ,d,,s I?�S-Q'D -- - - — r' I t 2• V•' +'�FtS ail.r'i- A - , �� G•aUL►L— (y� a �sIP^ G'r•+[,z — - - cc z-- -----_ i�lAS+vI�R•'1' J ,I I •�I III T o r o I oNE I..,�-(art X14 - U•: • , -- -- I' 5��� T I � -- _ / �'li��"I i IJtI d� SIM•GOND• 4 • � �� ===+ i I I I I• ' I - -�v� �. l��,t'�.� ��' <d't'�' RD �-- % �Y'p. 3D oN ` 1_ 7 . � �i Z I.A`r�iR.�s I- t 1I�•-+�'It � �.I rW M I�-'rte. 5'f u AS �o" M E"(.e-t �t�'uG� L.�.rl , �, - i p,A.p�- DETAIL _ INT Io ►'-- �,X`rGR•IOR Q I/s UYP �1-�►iJ� PHON Y I, �_� _ � - -- - - --__ PFS•� � +•-. --; - �•.• • Imo,, �.��- _�. I � �I.EV, JAM6 --+-- r F'�'°`�'•'I'NG — -- -- 3 HEAD 6 JAMB -N DOOR 8� FINISH SCHEDULES lu �}— -- - ---- - U Revisions - ----2 gI.k.ING�I ' - I/�u � '�,T,E�. l-► -� I AUTO•�iU V I A!�-...-- I - I u � I`4 � I� OI' �_— �J/B,'(�I'•1'�' *�. _ ____ _ WR f AAW.-N�E woo v �.� , LA � --�' �.►u �r�� ----� � 2�� c�x> wlo,-r -- _ 9 DETAIL ..._.. _ I'r��irt.�t 1t'Illl}c-r 1 R _ p Wt2 'r 4 P'( I%" I'-p'I 87U8 M ' SEPT. 89 rq(tou-f FULI.-- -� tGX1i�i_K1oN M�'L• Tf 2 HANDRAIL DETAIL ' 4 SILL 7 BASE _ a 26 CJI r,56 ...,..,..;...,:"Pr-tlWr'M4c�`47t++,. ..,,:r ,, �'••�: ,,..,eti'Rsr- "W"�4• .t!'. .a • .<•C,•m•M+n:Ye xr,.ey�rwp,xi rnarNa . ..'.S%A� __....... :,_. — r _. .+,.r.wvj.� _. .. _ _ _ .. 1tlllf'ItI111I1 IIIIII�I:;'I� 11 tIIIIjII1IIlIjIIIjIIIIIIIIIIIIIIijlll�'llljlllji�II1111111jIIlj IiIIIIjIIIIII1jIlIjIIIjIIII �i;,�IjII1jIIIrtIIIII�I�I�1�I�jtlll�•11jIIII�ItjIIII�Itrtl�Irlt1tI11) ,�r � '; "^ ' � - I 2 3 _ _..4 s 6 7 sI - NOTF: IF - ,tIS MICROFI!.MED DRAWING IS LESS CLEAR TF;AN t i THIS NOTICE, IT IS DUE TO THF QUALITY OF TFF_ ORIGINAL __-- DRAWING. OE 62 9? L? 92 92 02 �2 22 12 oz 61 BI ! I r,! 51 *1 EI 21 � 1 01 6 9 9 S+.- � b E 2 1 ��!IIelnlunlunllutlnullutlnullnlll1nI1111I11111111tIunlui��nrl u1t►ntIUlllnllllllllllUIIIIIIIIIiIII�IIuUIIIUIIIIIIIIIIIIIIIIIIIIIIIII�It!�It11111111IIIIIII1lIIIIILIIIIlI111111111IUlljlltjl1111>I1111Iullllu111111111IIIIIIII,will.nitlullul�ull111llllll)1111111n111!)l) � � APRIL �. � 1, 991 C F CG) a w- � � )ON R. JURGEN3 'v, �--- W_ rzG?7F PZ&4N #- ,OVWL-G B GAJ7 Fl-AdlH1r�6o ��� 1`► `7u-F F LAt;W J LxW,%L1yT FAO L!N I T ^— / 2-19 -Oi' oo 4jQS T l W4 A? ' 17. ; b•ro ,� 'TYPiGAt 11 - Y/�f..R-�`-tJ 2 y�, L ulI-G _ -- �j1 - tZGi'.7FI t.•�/t, ._._...... .. -- T--- ��— --- L F LJ�yN{►.sly �. G A u T 1't`�-- f�rK�F I N� t'1�.,, `aT V�j "!'�� , I i-���'>�1QA`�`� � �•'D�-- o .. _ I ,q• T o,D i S IMo. Z�,-OIC W, X FULL• HT w. - �. .� 'f.a v�J.� o lT 8,�- ,, � � �T�H r3w�G� wa�t� I ��x� 4GV I Tk�i-•1o►L CnP��T � + �'V V -f Ge w• � � _ _ 1 �Z'o l I �: P..o.. S�t7E ca/`� � ►-jGl,'� SE,R.�,F,� �/Ai-✓,. t3KDG�, � • �° � 'f "'.�_.,. _ - 32 p'� ---- -�El.�-b�-�IC�1�SC���•'fY� 7-r'Io 1 EXHAUST FA rI; �U __ o - 20 cam-• nIZE-F1 N I SH l., s 32.'-'C�'' �p � ��' p ME�/hf[ UCL'' Vl , p t`'11E'r�.L GAP I - .O.G�. _ -, _ • '• •• — _-= I --- -- - — - _- _ _ - - _ _ __ _ _ 2 t�- Q` I( CaA. METAL 'L - 2-x P-T PLATg'S �/ 5H I M 6-or-4T. t ' I - 13-q . - - _ -'-r,o.!-T. , N1�G�, I �, FSI EGA, � I,/IEI.'N• •� I O MA , Kms' g- Z o r � - jr __ a [ Zq s P D r+ I I 2 . CAP E1 AIL , n 2�-� FLS NINC" PLIC CwFINc, Mk-�, `,T17�S.TYP1,4u s I �'' - o.p- IIiH Ute rr�r�- ��OIC,pp- ' 4 � IPI. --,- t �-�:Du--- ;��__ I Mme•• U►�n' U�TU�.�;- '. Z a� FRET' �Z - _ I�� I I�, 8,+,bG't' 2, oma. 1 -- - � Z I SdM. ' 1 i - I 1 II • 0 I � ( � 1( o • �h (�10.. piFN- - FL.ASH I Nh I • �lE'r�.l51 D►'J b1 I o 2�1_Du I Ta D� o Ljr I STAB _ Lu M umi 2 2 SELF-TAPPIrvCa +� ---_ � i Zq F�••C�2lGAL ��11p� >ti�Gd,aou rf. I ,� -� � ,1, M5.6, �' Fi�JIPI;a•Gs� F1PI� W/ o -- - - o I V I gR�f lal-� .r `.11,.i M�c�il ,JPVR.W I � - _� + M� �'� ,� PPS, 2"� '�}'' Luzot,���p �►-1'x'1 � ��I,pll {.+�r.rCaTHs Ic'-d'' �E�t�TNS G IXI� �4 R00IF'-PLAN - I� FL��HINU ��I I-��� bl, tel" E rol-.D• - C�UI.K. I nER�6L-+M - li I II �i' ! -IOC II �I IL �11� P(�E-FirJ jam- GIA- Fl ASHtNCs� CD 9) •• _ _—_ .i — I -- U Rel �i°`PAV SPI.iG� Ma-tC�H -r 1!4 FUL-I.. F$F-V -r-IZL,+ / 2- 3� I � -' I - ��go,Mt✓ i�) U� ~'oF -►ice! vJ . P!�'���I�� :- Hol, , 8. SPLICE DETAIL � Mo.sTIG i n t —� - - �� 121 ?4 oz, , SCREEN WAL DETA,(L , -`�" 10 DETAIL e� W/�IM! �L� ���Iz , �c _ �1GF� /CNK I _ _I„� I o ► _ _ I� I ROOF PLAN ��-2G� Com- 5•�,. I � ; '�-�. � P��T v4��.-i- T�rP ,, II - 'S N•x y' w ��-S. SGiaPP�l� INTO 1 •3 x G' � Go M�-ro.� �I.t.ELTo F� �--_ $�Z••�'_ ' - ^�lE'F�+•l, A�n/N`,Pbl.l'( • -5 DETAIL . Z,oI' -o zl-oil -5,s. 15 ;4 PAIS - a-.—_-_ 24 C''F._ t?t✓5�►C�!!�U Revisions _ - P��,^PE'�- i3E`(o►J I _—»__ 24 - F'FzE`FiN, �nLar�lr LFL f51-aGq . I I I P��'"r v�/,,�,..I,. I ,_ ��, �,, POLE.-�I N• ►-'��TA� �� ( -'” j`— �• �:,,a..f��F i r.l.+M G'rAL 51 p G� I - a 4- _ ' 1 c�N y` PL-'(0,lC2 I5j :0 ISP I r7E �ICaU1-'1 Fi, �►-�INc�I c.�I 51D1t� ©N Z 4' �s'fUD�s ___--_ _ Pro ect Number jam" cV.L. w,� %y'' PL'f"v�/p I I _ - - / -�L-( F�ov�lr•�t•1 87 . Pi P. Date p• �0 -- 2x10 rz �F- reA-t-11! -- I _ P'r 1� f'RE-FAN. ccuN' I.A. C:I �, - ---- SEPT. 89 F3P• - - -- 20 Gv�• 5.45.(;F1 F rt4s�+ +'Ndl -� � I ''N 3• PL-'( f•'-oOFING� ' I ' � _� _ DETAIL ' ROOF HATCH DETAIL 4A 6 DETAIL _ 7 DETAIL __ ._�_ --; ---- �` .�.�.1, i I I i I 1 I I f I I 2.7 IAwmMx .•. 1� _. .. ,. � .- ....n...+.i,J[�Y[rwwirMYr-y-,:.w.,,.i.r,i`..n,...w.,..,...,...+.,w. ..:..,..ra+wc.,w.rarw+.`w` � •h+Mn�FvF .,..:r' ir4�yrPMn^`�"u.•.... .,,..-[�,1�11� ,.,. ,, ,., __,,,". ... _ 1 I, _ .__. _ .. __: .... _ AI;rIi1► IIIIIII 111,11 rtll`111 �IIII�I IIIIIII 11, IIII II?jl�ilIl�I�t�Illl�llr IIIIIIII111�11 (11'IIIIIIJI�n II111IIIIII�IIIII�IIIII�IIIIIII(IIIIIIIIIIIIIII+1 1�ti�111I1II+`IIIIIIII�1'1�1� _ "�1 I 2 3 4 5 F 7 N[JTF: I F THIS MICROFILMED r.. " ""_ '^ w-• ---_ 1 - — - DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO THE QUALITY OF TFf ORIGINIM — -- DRAW ING. OE 62 8Z LZ 9Z 92 VZ £2 22 IZ O1Z 61 BI 41 9I SI b11 EI ZI I1I 01 61 9 L 9 S'_• �-al El "�!I�NIIInn�In�l+ul�Inllnn�nlllunlnNI1111Itp1lunluublN�1111nn�uulnnl!!!II111111111�IIIIIINII!I+IIIIIIIIIt1I111iIIIIJItllll1111�1t11�f111lt11'I!1!1�!;�!lilll�lllLIIIIIIIIIIIII1111111)IUIIIW�IIIIIIIIIIIIIIIIIIIIIIIII1111�11111�Nllllll�lllllll!l�llll�llll�lll � AP- RILq- 9 1 1 . 4,1 4 3 2 1 r� a T )URGERSci) PORMANDMM OF Q p i— ---- - - - r— Ar, ci � � t�K c� PRS-Fire- i✓i�SA� I - - - -- _--- — -I-- -- - , 5, - srvl N� IYM- 71 - - -- - - -- -- -__ - OL - 4 - 4 4 4 r' - 4 - - --- --- ----- -_ - -_ - - - -- - -- 4 - -- - �9 _ - aD - D: �4 r- -- _ 4 _ q -- 3 } -- 7 - - ��q' -- 3�-- - - - �p� 2 0 . 4 E 4 „ p� C� Z"-'lF�c+oR V+t .V .L� _ __ - B; 3r B �..r - - _ �. -( . 1.11. - - 4 D -- - - - _ — — _ J4 4 — MI P� - 4 p- F- - - 4 I - - - - - -- _ - - - -- _ - CL 0 T _ -. -- -. .r. 2-3 .g' Z l - - ---I---/ I O r' M er• ?- NORTH ELEVATION _ SOUTH ELEVATION GLAZING SCHEDULE %�" �1'-0� _- . �� �— �' ►� u , (l-QIP Sola! Bronze Tinted, Insulating Glass 0 V OB A /B SoIE r Bronze Tinted, Insulating Temperi:d G ass <o.l Solar Bronze Tinted, Spandrel Glaser 1 51 tvl r�ta•� �T5. -Ttr� --- - - -- �- I_ � 1 , Solar Bronze Reflective, Insulating Glass ! `N Solar Bronze Ref;ectivc, !nsulatir.g Tem;Bred Glass �- - I I L t Solar Bronze ftef F�try , SpanL1 . I Glass 1 -�F �F. II e _ ar A 'A - 7 WINDOW FRAME SCHEDULE - - 3 -- - - -{ -- - - -- - - - - `q}- --- _� _ � - � __ � �'�\ Type 1 • U S Alumin 1 ' -1 ' ' No LD/ - ar --- ----- - ' '� curtz in wall. system. 2-- FL.l.frd - - - - _ - — _ - -- - -- - - - - D 4` - - - - -- Type 2 U.S. Aluminum 2-1/4" x 70" "Series 3200 r �� curtain wall system" at head , jamb, sill and horizontal mullions with U.S. Aluminum 3-1/4" x 5-1/2" "series - - -� 3200 curtain wall system" at vertical mullions. < -- F - I U.S. glazing M ---- - q -- g ---- ---- - --- - �A -- 3 }- ---- --- -- -`A - -- � _-_ __-- - - -- n ' l - - / Type 3 : t .S. Aluminum 2-1/4" x "4-1/2" offset 9 9 . - i - - I �L �efi - ' systemss at head, jamb, sill and horizontal mullions F -- ,\� �. D . - 4�� _ with "U.S. Aluminum -1/4" x I" "structural silicone FFE. 23 •5� glazing system series SG 451 at " " vertical mullions. Type 4 : U.S . Aluminum 2-1/4" x 10" "series 3200 1 -_ _ ______ -- ___ -,_ __ i, TL. 1, �- curtain wall system" at head, jamb and sill,. with U.S. LUI - - - - -- - I - --a -- -+ I .+- -� Aluminum 2-1/4" x 5-1/2" "Series 3200 curtain wall - - -r•— - - - - Z i ( system" at horizontal mullions. LM EAST ELEVATION ' I r l - � J � V ' .2 j SINt. OA B OD F- G H M � , ���GK �/ENE.rF1Z PI�FrFIN- M TAL. t , Fill: dol N"fS ?-Kf� � SOI.-D I�. Glh�Ft5 E ""T`(P CD - - -- — --� - EXTERIOR ELEVA" IONS �A , q S - - - �A 3 - ,/yI7 T Revisions - - - - Pr u rTi her _ - c e�t N - -- -� A _ - - A - -- - --- A 3 �- - --- - - - - A --- 3 -- --- 87133 Date �J3SEPT. 89 " _- 1 r WEST ELEVATION . ' 5. 1 PERMIT 1\10. DF 892--55 r u 2R OF c - ' '.'lil,Iflir'!rl'11'I,1I'I'Lrlllllllrlllllllllllrl'lrfrlrlTlllrlrlr1r1)l'Ill'I`['IIIIJill III II IlliIrl'IIIrIIlrlllrlrlrl'Illllllllllllllr�lll�ll�E�IIr ('ifllll1 lEl�IfE1lllll'1'��I,Illrl�E'I�� • NOTE; IF THIS MICROFILMED I '� 4 5 16 t J8 l 0 I I ; DRAWING IS LESS CLEAR THAN r THIS NOTICE. IT IS DUE TO THF QUALI T( OF THE ORIGINAL DRAwING. 0£ 62 8Z LZ 9? S2 V2 £2 22 IZ 02 61 9I [! 91 ! �1 £1 2I 11 01 6 9 t 9 S b £ F ���rlrurinnllurhnrin�:Inulmrhll►Iimlr � luNlru�luli6�n�:1:�Im��+rrlrtulrurllnlluu�Ilnllullun�uulrullul�I����InEGIt1�nI►I�nl�nullul�IEnlllulult)Ilnlulfluuhnlllu�I�wlullluulunlnrrlllul�IIIIIW�II�IW,IIIU�Ol11Wll�llllillUI1111 - APRIL, 11991 tD JURGENS �• ©� �+ �•+ /Y � � - Q` � fCnIli,lrv,uRiGON G Y ^IS �9TF OF I rA ILI , I -rpA rfl0 I • � � / PI><� 't'fr! ,®g 111f2•GIln.',`Sf.E � I � I � � .� � 9ihC B.l koa Lbrt- •,-rYP. � � 0 ,ti r4 I F I a rn . r / -U l I z o I — cl. = I M < LI I - Yj =� 3 I II ' I CRAWL PACE 5q gazREz �2 { I I • I � 3 UaA�,'rls'�ixog OHJ 1 BUILDING SECTION '' ` '' `y 4 u,uoe�A,a-wf, aull,r ` 2 __� eG IU7 D lwl o11 y(eiuTS{, � r 1 I � - I — _ _ - � i I (—a-al golJrlu�IJI,oA-lof►,-f,P - — I � IL I Lu LL WER.GLON UNIT —� N �I �� � ��oCO�rev» la�i.�.l. "' � -FIR�G3>`Np!'.(L coaloo*rarrver, ° 1- �"� o . . . cn } O I I --�"hYguM u.Iorw„aiMe+.lr� I I I v1.+wn.rEr� guaa.a�e I N Vt''"^^� 'V/^� , V, - I _ I _4 / J I' ' - VA , o I I F.JILDING SECTIONS � l�neN115 W(IJL gl3L'tr �, - - r I I I.?cdl(3o- )� I000 � Wot.1. To rnw; FIRE- 1 1 IzeR�ar�r�.i+rs4) s�8"u W.a.t=I,Lrl�ae� Lal-+�.ra� a-ec�'o• /� p I GI.Ft AIGi�i,G�" I �I�G• I•btMrGl><9'f.1RP.� � - lA "JIRxegsrl�eCul,lo 4��!•o2f ' , N Revisions PRo�loe PIRL _` 1 ✓♦a t.Rippe*WA- , 5181' I --- PLcvlt IJor / G W,E,.•tb BorOA OF PL*( I 4 _- weLIP, or Y✓cd + e, _. - aA1r slr.� u1.YTlli-rf. I I Project tiumher CRAWL SPACE I I 87103 Date ��� _ l I SEPT. 89 k `"4 2 BUILDING SECTIQN 1.. 8 e PERMIT NO. 8P 892155 • — 29 OF 56 I ww.• _ •Jylµ�111111111111111Irllllll'lIII111I1111111111111,[I�ti1�T(rlh'I�f1'IIIIIIIIIII ItI'q�'111I11 Ilyllllllljri I? l NOTE; IF THIS MICROFILMED2 3 6 6 7 e 0D'IANING IS LESS CLEAR THAN THIS NOTICE, IT IS DIIE TO THE P:ALITY OF TIE ORIGINAL _DWIIINO. OE 62 82 LZ 82 S2 12 E2 Z2 le OZ 61 81 ),I 91 SI 91 81 #I II of • 9 ! 9 Si' , APRIL 11, 1991 1 1 1 • -- -- _ -- ---- a fit; AA —imum LLL lI I _—_ PGRTLANf�OREta OF Q� '`� ulul— L --- -- - _- < FT Cs 46 L) N 0 1 i I - - - I 1 � 1 SECTION 2 SECTION �4 , im � � a i I i >= LL ..► � �- 0 WIT►-IGu? Mmr r _ - -- -- - — SL�G�N b IQ i - - I I I �-; _ � A I Wa) —40 -- _, \ � WALL. SECTIONS Revisions kk 1 1_FIRST __ -- � - �-_.__ Project Null K-r Z ( o [-L- �-� i c� j� �� j j ° i z lot I d7'da Date 14 — SEPT. 89 v SECTION 4 SECTION 5 SECTION J e SECTION 7 SECTION- 6N2 ECTIJN 'ERM I T NO. EIP 8921.5-5 T .r w __._.._...«_ .. -.. reara.r""^^•sir,-a�c.W:wt...+w..... ;.,na�s�r . _ .. .. � .r�,� 11f' 11111Ilellt1111111111II11111111 IIt111111II Illllllllllllll111111111111111111111I11111111111r1111� -f �� III111I111i11111 � 1 � 11111111 � 1IIiIfi� 1 � 1 � IIilli11 II � IIIIIl � c � l � l � lll � ll ( IIIIIIII � I I 2 3 4 5 6 NOTE: IF THIS MICROFILMED DPM ING IS LESS CLEAR THAN e f THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE 6Z 8Z L2 9Z SZ f2 E11Z 22 (IZ OZ 61 BI LI 91 SI V EI 21 'l II 01 6 9 1 9 S �p----bl El-.- z ltaw i�111nIfi111111uIliIn1111111111111uI1n,1n111nI1Iu1111u1hn11uttf1n111t.IHII111111�1111'1111Iuuflllllllnln1111111111uIIlullnlllnllln111111�nIlInIIIIIIIIIIn11I1111nunuluuliullllllln1�11��1111uIlul1I1l11IUIlIIII1�IWLH91111111111�1I1WUl�lll!`lllllllllllll) � � APRIL 111991 1 116171 ' JON IL 1URGE1+I� 61'2 G 2 PO 7t NDptt ,olitL ' I 'r' 10 - IL --- � I - �ou��F Lori 1 Sigp A {� L"p �- 2 NO r_� — 2 N� F(, — i - = bIA bw� y -�- CA IL + S FoR- IH'T*AICJR- i I P I TAI S �► I I I i �' (� V1 kn 140 - ------ - - -- - -- -- /01- =4= 1 WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECT1ON/ ELEVATION 00 � O 5/g��G{.►��/lam M�'fD.l. aQ1 -- - - - � {b _ \�•, _ _ V�'Sbof 1 ---- �� Uj pf UM101 43T* UJ I T fiWb• Fah ' w { _ � . - I 1 > 0 GSI N l $ DETAILIT , I J { Ili O,(i. �Il <doI'0/G {61 S IONS __�. - --- I - -- �oN 12''( M��NI�1' �. Revisions Lt - ���NINCG Fi.P�gH INC° r ---__-- ---- __.. - ---- , , v -- - - C II 4�Z C-1 f3, � — —!�W POIA�• - • IrH LG13�� --� �rJ ra Q.0 / r r -� - U /s VJ{p�,AUJM�4 ► N1G�► AUC Pro'eo Number • Date ' 9 -DETAIL SEPT. 89 6 WALL �ECTIO,N 6 WALL SECTION T 'WALL SECTION 111 yyd. 11_o�l 6.3 F'E.k l'l 11" No. FA:", �g921.55 nr 56 . ._-_..���.,...,��. a -, v.�:ry11+y1r/�I.+I.YWyC•I�ktPoIFFt.Y r'•.NM„ ft �1�11I11111I�I�11f11�111�1111I�lIIIIII'I1IIIIIII111f1IIfTIIlii�fll111I1111111t11111111111111 '111111I1111111��11111f�1f1I111�I1111 , ".�....- � Iii E 7 8 fl 1�0 = , NOTE: 1F THIS MICROFILMED �"" `� -" 1 2 3 4 - '- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ � DRAWING. _ - _��-•...—._.___. ------•__._._— r" ---- ----- ------- -----------. _ —.. _.__._.._._..—�— — _ OE 9Z 9t l.t - 11t 5Z 12 EZ tt -._ .t �Z do 91 LI 91 Ill *1 EI %I 11 01 d 9 L 9 'S--J�--1, EI-- Z I" �ril�In�lun{nlifiin{unlm��nit�1111I1111f1111I1111fIm�Iutfln�h�t�Inn�KiifIt11I11Illlllllllllllllli�Illlli+IlllllflllllnlihllJ�llllfil11�i1Njlitllnillfnl►IIUI�IIt1�1U1111N�iliilgtl�Illt)Ipl�illl�Ulllllnitlllll1n11111I1111I)1111UNN1i11U.111iltiitllll.IlI11t1111fY �' . APRIL � � 1991 �A �� _ . J PON D•OIl''1'w cw -- ti I I r - }CII INhJI.p�>•10 -1pit 1 P1b�IrID�GIA I 5 ?tel CEJ" 5 i� c•RL-T� �0 a 3 51M. f�00FIN6� Tt� FWR, p I( lwo — I � I � M MP�r+RT =LASHc� B �Ira o,o. If1 pw0 — ,\ . ,�✓�"� rwv. WAV I�gMIM uB�p ia� j „fit CIO I I y'�'IT4�i I' b'fPGFE'Ri'/ -- — — pLYV 1p. ?4Co 11 -. I a• 20 J� �� 2ILL . RII(o I / / D fu v W-- d7 JL!J L Lill {5QIv1� - �I it -��J •l..o,M. ]� I OWa. I � Z0,00L, �IN/ 6l t 40• �i j �W 'JC-IF.E�� �Ttglrnllys ��0 it'll � "�.IRSP^C.�� 5 ` ! ” I INSIJL..e 3 br�� no. 4 ysl' 11 Jf cam. &,r� �C=70 I S �rUo9 o •�-�uFr� M 11 >n SOD Fu1�Ri1� yT1 �° I!/Gc :wlDe p� I. DENT—� ''p — [3RUc VEN6iltt �xa� GEIUNb *�n.'. ANT t frl�Y�. iF y-Ill `uV AGR-G/v X00 Illp bS�Fr.,��i�,,/ I — JA 4510 ;b rr � �oj IGo"O.O. ���0 I � r TP 6d - I - n '�lbOrl?t♦1D. I �� I - Nl° FV"'o11 - � � - � �'•- r--1� ' - _ pItJ�L► vlst•1�¢ AIrt• = � � I I ET G il F[ JIIN _ 5Pf1%1✓/bl f9h. �M fk9[-; Q Z ^�� �jj Y2'{i)•'r drip � -- IN311L. 1 I�" ' `„`�I� y��'1�•� FFI 61.yf•i o ' 1 SECTION 3 SECTION! 5 , SECTION iy. 4ECTION. .9 SE;CTIC)N O IJGMU � �11'f<.Eli I ILL iFl r d 8 f? •1J S'(f.CI�C.OL I Z LL n!o�•.eNRY 4IMG`fA - �fUl� a 2b° sal• /w� vj fL,aSHIN� ,rDIIOG, w� fG II I ( K V j oerrT INrzlLf�;IGhI PFl�il� VENCG'v p� T L°?IR& rACo_ / FEV y 0 GIQIGj� VEN�E�� / �N�AI ION y t�+t° X11 EST STI�UG G V2p({ErT.G p�j./ Q a' TP 2r�zD U�• / 6 a 0 PLUM 2xm � Iro'OG. �� v I �5 ' THFESHOWt' l 9C(oN ?it�P 5,5 1 \NMP V.Fs' (s 211O,G, �'S F6A5H INCJ V) U) I - I OF c./PI•L/Y�i F�'✓f11N6 ��I?�Cv flND/ C� 6 P�P.bVE FIN.Ft,R. M��NR7 �u+sr♦IG I oven grq.lPwl� � `� . 1—� -- -- i I -- - - - -- SECTIONS 10"fr xl5T 4a ¢ I LIPS co19T LI FLi9HINGIn I . GMu letxs -- _ U — — GYMP P�I`INCO 1 = CIU.tDLID `� tell! R'bID iN5UL. Revisions now, rF lr* It'll KI61p kyu .PMPPf°q�FINb — YQN 11 RI�I I 2 weNi.nfIGN �. "� �Nsui.,gyrloN I �, �y j — 1 I paMt'PfzGG1�INC� ' FOIAND 7101 ' l i F�INI� IDN 'pRPI� ���I�TIOfJ - — �'tiVG � . PIPE PF^ \` � UdI FIvTF A,/t i `5T } I - 10 Project Number -- --- --- - ICU I Date - SEPT. V 2' SECTION 4 SECTION B SECTIDA 6 SECTION 10 SECTION_' F • PERMIT NO. PP 092155 32 Or 56 -„w•-_. _ sex;�,•�.,-�__�__�.-v�-::..__�-;-...-.—^'!�-i�-ser,--..---,iwa,�.,.� _.. _. .. . . .;l'kra ., ...-�.. .. __. . _ �- . _.,...,-___ ...._ ._ .___ . _ _ ` yq�lllll lllllllllllllll lf1111111�111111„If 11111j11r{lITjTIi'n IIfiI111Illl Il ltlllll111111 , IIIIIIIIIIIIIIt II Ill Ij11111111L1111111111111111I1111UIII111I1I'Jhllllll 11 llnllllllllllllll _. -. __- NOTE; IF THIS MICROFILMED rr. I �,., 4 S 9 IIS 9 ITo It DRAIIIhr IS LESS CLEAR THAN T TMS NOTICE, TT IS DUE TO THE QUALITY OF 4E ORIGINAL DRAWING. �R 6z sz Le 9z 5z ez Ez z1z Iz Oz 61 Q !1 91 of ' 1/11 91 61 11 01 • L 9 9 Y CE I IMIIIIIIIIIIIIIIIIIIIIIINIIIIIIInIIIIII11111111111111NI1111II1111iN1111a1N11M11110111111111111111�1111111!INNI�ZtI1t11I111111(If�I1111NiII111YNR16fRN1illllllllllllll�llll�ll111'IIIIIII�IWIIW�91111illllllllll111111111111111111119 ` v liPRYL 111 1991 1 _ f �• ' r F�Cfi IL JURGLAS , - - �laoen o,oA i ISL'pT Fwd -- 1. I C 'r �f�; I I ll PI�iK. V� r L W GT n� 1.A21NC� � ?if' o�. ��UUrU>�►V }��� �O `�I LSM l! w� bA I I �I DWC� / cNv _ I � a E a � I ' N ' ' i�✓ � ,, u /cof z � /Z�t`I D G ,JAMB � � I • %i� �'.Gr✓�rSED --- _- ' � j SoLDi�R �ouRSG 1-14 �olr� 3" - 12- I it aM_ VI IC�►!� I i F=FON' �(nEM G �V I ►,,�J �UINa ls'S(AL,�T�N wL" lNC-AAL.�'(loN f39/ -4i1 Mei^l.. S"r�Jps �t10,laa, VZ11�,P�. 3 SECTION, 5 SECTION 7 SECTION 9 SECTION _ 11 _ 1 � —• -- IyB� ily�a i i► I _ _ �'',1/1G','�1.-�3'VV SIM , 60No, m P5 I+ � c: {C�''n,c:. 'L�G-�, ��, _ � I Nc��-r l p� 'J�1��i� CiOt�-�-�' � I I ���►��D+T�N�' ` j'L lIG FI�' t t l�l� 2' p,G. I �■■� uJ V-Co oT gl� ll- nG'�, 2110 i'T, Slw w� 6 �,/4-;. ---- FI•P'r-r' H I t�G r` ' p '"(�I� i T' I UJ Co - � ��s}' � � L�. � � � II L�f' ��T 011e I%1 . . �� _ , Tor FSR '' C4ToP o TPM i_ PX�r oT pt,o.r4T P--(1- I G�JD{"T Io f-l1 IoN �4 -- Nit N -i �. - _ I , i M G U Ily1 1 r --+- J ---- I _ - --- --- - - - Fm: 0 1y 6" f GOr:I71T1 oN AT Z-1 fiG rJL.P j1o►� \ �-11 �IG�iQ Jl�j i0� -11 -I�ri � ; ►-�ttr1L-.�.T +o� I `I - ' �� 21-o d IMP i211 21-0�1 SECTIONS 44' ro � ---- - Tirl I I Revisions I Fvur+�7a-'TiDt-r I fovrl i ire►--I �NND�TION I L?RA4rDv-r�l N - Project Numher 871331 Datc C• 8 SEC"nON _ — 10 _ SECTION _-_ — SEPT. 89 2 PLANTER SECTION 4 SECTION _ -- _ 6 SECTION — — -- i- ii11� 11 211 6.5 V h'F�.F�'+'1 I T NO. BP 892155 73 OF 56 ' 1 �l��jl►�11i�ililll+lilililil'��� ���{1111111I111I111I11i1111{111��l1{��(�I�I�I���III1111�1���) `��I�I�I��II�III���I�I�I���II��I���III���IVIII+��I+�+{i� l�l�llil��Tl�lTl����+1+�+1►1►{�'�l�It 1., �" ,�+` NOTE: IF THIS MICROFILMED ! 3 4 -5 - 6 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL r DRAWING. OE 62 92 t2 92 y2 b2 EZ 22 12 0z 61 91 L i 91 r,1 *1 El 21 11 01 6 9 L 9 9 4 EII------ ��1lunluulunlnnln+ilwiliiulni�ln11Ia11111Nlnuln��lir�i�iulunl.n+lnnluuluuluU{nnlunlnnluulunlnulll �nninu�n1�111iItt�1�111111111{IIU�1IL�IIII�IIII{IIII�i111�lUI�IW1UIlluuiuHlllnhnllun{IWII�IlIllil111l1!!{1l11�1111{1111!1111 +� APRIL 11991 1 f G'ftlD RIDI iP H Z �<< i II w I- II RF.IAF.fLA'��1iM oPG�J'' I f r ` d A7 Ilk -- K�FI MG �•N D • r ... � �,,�, � ��z � •vet Nor- -_ - I MIN / __ I (1 - 'pEA'81bUMl ��Fj1-111J(�I I I j II i-10 2 �I c¢. ?�} o,e,. - F of'`i oPt�l!Nca I I { I Z v F�I'r Lei &� 4 0,G - GL�.rZ II�ISUI� ON _ I � � " Pte/ --- � / _ I I �LEAK I N5•u L. FRp t� oPF�•1 I N(sl �RCJI`�i �r`I I� I � ... •V TF cu I yi /✓ / y//{rte /y7 I ,y1 I �. 1 AJ J` Ivvv) � 1 � f/jJy-� I I 1 /1/ ` .' �/� •'-•� - I _ - ' _. I `r' `, � �' I '�•/'� (\--��_'\_�V� l -' I / \11V �`., ., i�_ � �_ .��� - 1 �'I I. r/f TT I���' I I I I � � ^/ � V, 1 - � ..aTh tl,►r�Ar1 I _ I t2-Imo .,-j-f �l' v Y How 2�t'' \ / t 1 '19 �!°rf'T ;Z a v ry dJ I�F+Gh` TI F� I i I1Nl�. -G+-F. Nsu l.,. I ;!' I II��vVlt.• �"""� .� E cT v7 O C's ,� I t'irem ,,�TIoN I / I Pv R ,PoreG� { �� I NS L.4 L4 .T 0l-{ o P. YZ i G ANO 15 06-P %i' cSYP, SHTI N C7 �i v7 �O 5H 'rN INA KI I - I - �, --- -.- _-- _ _ --- �- I 0 - M c 6a . U � I �____ - I r,x-> I j � I � �F�1 * r�STA•- y'�u DZ / -r I �----- ° --- c _> I IS NiQP�I•- DriwoM� evT(A0S ' — I �_ �•-II P�i�TT I ; -�` ;, ' �� - j - ,' i gra�� gfRU TUGfzr°�l� �W65. O lD I X-1 INSUI,P�-flot�l IS►�Mt�1° FSMUI 1 ` METo.L 5"ruD I _ IN�i�`lo �j/1t7 FUfz121N1a \ lJI vel` 1 ' IIS✓v,� l 1�� I(�I�o.G. /Veer I-VL.ICIj i ✓H INS -� -- — Iry � ----- --- - - l_____ lAf! r Ive"eA 00 16%2 - Ilii 1 SECTION 2 SECTION ' 3 SECTION', 4 SECTION -To Vj 11 I �ol_�il � Of- • }L 1p - I r--> Oi(121 2 '��' . __ ' _- � ' ff� 'Y21 fix?, �• / r�i� v,`. `_ I , -� ✓T�C� loll D.G . 4/2''�'WD - - - _- - _ - 1 L.!_ Ld - I - -row I �.�. I✓�� C TO WI *10►'OII Gr-; 4.1, F_i_p.L y-1 I NG( 0 ,. q-(utp FI�INC� - � I � I II O�G 7Yf•"�ICi�`l� -� ✓T1°���5�/tM � - --�- S T�.r-�f�I rJ c;� ��o.M - - '! �j,M, cJl CiJN ;I�`"�•P1/ �4 S��I r EYJP Q r-1 J I II / 'Cow u a. ✓� nNwoL, Tb 20 Gv�, 55, 1h4 T EF Cal C-p 11EXW c I M I. C- �- t toll h� ►ea�F'<�- ` I =iXTUi I _ w rat. 5 7�C Pwo, TDIAI 'Q IIJoe - - - SECTIONS I -- --- - - I- - - - --'-_. C2 i 4.i --- N� Flr� Ll 'f OT - t4 5TUp-5 l!5P5 r_2f , ►.tel�. —R— ev—isions�1- inn `._ .01 �Ira►NCS oN - _ - _ f - -- 2r�q' X11 UG• I 4$ ,P' _ I�_�t—_ __- - ► j1 Grj `'�II (� _••' � - 2�tv�PS.S Y1..��-t Ir� ILL I � x 2 if� ca �-YF I►J ' / I Project Number I Lp --- _- tate I_ :P2 31�,� 'i(v � ANT I Y SEPT. 89 5,1.V To 5T to� I I I N 6;0°`LV, I I I I Loll Loll - I - 6o6 5 SECTION 6 SECTION 7 SECTION 1'^ .eve... ro, w,..... . _ ._..... ._,_....r.....,...,«,.,.w,,.._...•..:...-...,., r,.arm...n.u.q, .,..••.,..,w....sa........:..m.u....j.,,a,►,+a.,..•,., +r..new n+wwf.. w.e11Me1 ., ,.rxun,,i,,, .r.,u N.. +eeurMiul/111�N[1M'fAaM*^..+uHrA'...*> _ `"�y#17A7Q4' r... `�) I I ; IIII 1111111 1111111 III III III 11. 111 III III til III li'1 III I'I'► Iii �I � I I I '� i � _l " � l l l1I it!II Jill � � � 2 5 7 8 8 1,o NOTE: IF THIS MICROFILMED _.. I ( i DRAWING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DUE T() TNF QUALITY OF THE ORIGINAL DRAWING. OE 6? 9Z a 9? 5Z ►? EZ ZZ IZ W! SI 91 11 9`1 SI ♦dl EI 21 11 Of S 9 L 9 S b E I �II1�UIIIUII�Uu1nn�Ilulnn�nu111111111111111�I1�NIIIu�Iwlllu�InII1mIuIII11II�I11111111�11UI111i�IN��11�1�111iIIII1�I111111111111111111�IIIt�Wll�tllllllll�llllllill�1111�1111�111111111�1111�111111111�UII�I11111111�111111111�11111)W�Il�llll�llll�lhll�lllIIIIII� � ' + APRIL 1991 nGp to I A• Mis'�iV. ituDs gRIGIG SILL— _ I II (Sa CK vENE&R- — / R I NSim-1 J PLUM. C WJNEL - _ nLuM. wlNpaW $'O 3 _ SYSTFa�I - I u )ON R lUr"GEYS ALUM. WOJDIOW ALUM. WINPIPW _ -. 'GRi•T� 6LW. PAPER -- - ' 1 I 5-(STEM \ - _._�� -- Z"p FLNDI! Lf�•4� YWR w I / A - ON PL , To Mo.?u.l wIN�N _ 'Sc ,DiE=l+< cc�uaSE — 6NP SNEAIGII SYSTEM a INyUL,ATGD —= A •. PCRRNiR .ti I�/LAOR ..EVGV _ V,LA� -.-.._ �$- I METAL PLI6N61 - - f11RIGk Rov✓I-cr IC— v��� O��' wEet NOL.ES rs 24'gG. - - I I f�RIG+r•RONLAGK SIU. 5ol-0IF_R fouR<i� Ma.SoNRY GIA5HIN4r — GiJUNbT LIN(r. ! DL$816fUM� Roof --� - - M�SO^+RY FLNaaINAt - -- - I " Gr(/• GRETg ALLIM.WWGrlJJ WEEP HOLbsg ZkaG. - Y� Ted PWD SOLID PfRIGaL- . `5�•11`10TCM '•`+/ 'AWA- t / MAF'saNe•Y FL.f.Ei.HINEI -- ,7V�1 _-- AAA WINMIll - L,4-• L.ATL e " 4•f51P.M I wtePNaLESd;? aG- = 5GE STmwal - - _ wALL SEYOND �R•JGIC vE'JFx'2'I�fr'. - -- - _ slM. -NO vWte all - - L-- - 1 - 1 HEAD 8 SILL 11 CORNER DETAIL ° FIcE�LAs5 2 zvOG. 21• SILLIN5uI1.7ioN --- ,� I iy s -amu iy .I' O° I/y s -O - INSLI ION Y I 'O 021 l PWM. U ALUM. WINGbW K IES{[- - J¢;' GT?? SNEA`f1-TINCT ISE'R� PIA-SPeeFR'r aFldL. � To GON? II.I° ZY5,rw 511.1.. ZO 64A, Sr<.LV: GLIPrJ �] on - PMEfC--- ___ ry StUDBIGe.t.w/ R'll - VolMLU.-ION P,.�<Tr INhUI.A-riON % _�VERTILIJ. �R �10RIZ. �.+ �p a r _ .. MULLION -dWFI rr (TRICK SILLRGtoF pRNN 5a-L1Ei. louR i _5�,��{PLp G3K3" i -STC. SIEG• WNDID� 5 cC*4 6 41M.Ga-IR� M•sioNQ'( ELx5NFA - _ DONT -wN'D ` S9 L, To 4Ti.1D5 SEE- 'f. FP•�MGISGHLDUI.i� + LL O � NSULArRD WEEpNoLE$ _ SEALANT 'TYP. - 'f'fi;L cor,. tl` / �� CaLA94 � �O YF4SiI-"LGYMwIf.EP.PTA5S?HLEER lS�T--fU61D-INSl(r - - -- I - I � !I�I �I Lmr _ _ _.RiWGK 51W MIM.GONSRoINOYLSDSUU?MLLS,.-rUwElrI.INI�>D•�roS - I -- - MF�UrR_r^R'LN15<)v <)v60-G- -, SI on vc-NEER Zr-4 S �z rig CL i + N�o I O 7 MULLION 12 • HEAC 17 DETAIL 2r:? I MULLION I I Imo' 111,11 IOn D - ALl wlNGvan! oi?JCK vEtNEEfL. . . . - - - ki" 6n'► 5r1FUCEN(a - — I SYyTP�t•'I 51w BIVCK SILL- ALUM. WINGbW I BRICK JGNEL(L - -- SYST�CM ay �.. Pr PER - -- —R n Br7T NguL. STEEL COL. _ I � -ZKG Irl SouDIWt CauRSG � METAL htuDS �-�' F'K� I B.IC'o.G. - FLrrLA Fi - - VE-✓'LTILAL. MULLION �iEALAfJ( _ I"(O.fsONR� PLl.SHll�a - (L II t:IK(�{ GI'f?' 6D-N•IG• 1y;' P-er.E'�'iED , I �U� M"F,oI`+a1' FV��IN61 II•ySUL-. ALUM. WINVOW �iY15'TrM 'r�"--- STSoGIK, BoONvD, n I I --OIsfLfiPa.SfT•RSlkHlErA, -rNlNb � % wall!W. //��►►� PJW'f'r IHSuLAT1oN SEALANT._ _ STEEL _ - K511.tr RUNNINt�r f'oND __- , _. /I %1 C/YP 51-IKn1HINlEa - - --_.. - CVWr•�IN 4 gRlu: VENEER (Yl! I I' ' do, �lcV ZD A-+,IM. w Naani n II � 6 � it MAX [dLAtII �PEIG - I _ ICI _ i B Ilo' o.G. �f o � z 'I c , o , !~TAIL . 3 JAMB 8 ,I. , it „ . HEAD 23 D MULLION 13 JAMF3. , 18 1W NIX. _ z - �✓��`� �e�l: MfffAAL Ion —•- - ' T roll�oppa l(n''il 10'I vFxrlu.L Mull LION - 5/8°AYP BR�-h?. I CAULK -- -- - - __--- -- 1 W FUTURE `+/g" eYP w/ K-II 6�TK WAW5 „ yL}" Mare 1 &all N.I.G. IN4UUATOPI 51M. GONDI'T'l ---- re iTuDB I(oo4,w/ III - -_—.- LL — yIORIz. MULLION � pyeT'f INiuL.A'�oN --ALUME.�^WINDAA/ — -'I'al� D .N.•UM•.NINDOW / BR�GIc �jILL - - W 5�(STEM SILL U CO I i PRIUc SILL _ - _ — 14A DETAIL s�L�N?— _--GAULG 9 • I I" INSULleflfip 0 - 3 •Iro@,fb�A@+ 6WGI� VENEER - - _— W. 7 GLASS --- - -- -- -- - - - -=-"�` NCAA 91w U.1�•o. I _ ltj," I/fYP. �JHFAT{'I(a II FAW y "H.v� (6oI(I�J C�PDI.If�p Ql,l.+ T AI PEI-- — — y► I e i �uD lC- `` - 4L41f1• P✓PFR - d„5fupb G"ec Ewieo P�WLK 1/51.4la —�� -_� 1�?"� /1 INSULATION • WiV,.1- -fYF! LUM. WINDOJ✓ �G'K VENEER g6�-r_ . A�Yf�MwwyV I Si¢I'rl'fR IEr.RD - rFul� PCOIJg. �/� /VV/� 'Ell 51 W _ --- 10 6RIGK '51'.1 JI I co G. 4 JAMB 9 MULLION 14 JAMB 19 JAMB 24 DETAIL WINDOW DETAILS L1, 1 yi ' l o yo �I o lo” - ID �ALLg w'INDaW Rip (:d IdIaG, �W1T Revisions ALu S-(d5 - I - 04-0m. wINDoW Z'lFlrrlll• LAr./ta- .e. - - --. ----- I MULLION- 56ALo-NT 'rYP ;- - uoor yfRuelUlw. I --15.! 5",ee,1"IINId SILIGOhIf --- . . - SII g•R+CeRi*'n.tr-rc- / 3RIGK Rc�n/SCK SILL - _ 5u swPE1y° Project Number •501A�LIa GouRfG -. . - _. I .r' r✓t6-AL�,':ruDS 'I INSuvt I SOLVIER GOUIMs� - - --Yy" /aYR sNFATHINCw a.Lt.lrvl. wlNRovV- -- II iT13.9 Mo•h '�/ R-II Iw:,uLAo %NR( 60LA41,5 � I M�.Son+RY FL'4k+tia - -. (vSfuJE yno.c. - S71 5E I`�' '$'b�I•`�$, Date I ----- = ba* r NlruLo.LHON a IrAl 5 �I - UtAff� -la.L-66►.M ALI�M. v�/.,�. _ SEPT. 89 `-; FuEa�.Rv N _ wrap Hll - n ll "s 5 SIU. 10 CORNER DETAIL 15 SIU. _ 20 SILL 25 JAMB 0"0" PEPMIT NO. BP 892185 fir. • Ii �n I%y'' 35 OF 5" ._ .. _..,.... . .,�,. `1♦'J4us"INI�.. loom _. ._ � .- ... �-`-__-mw�.na-.. �uesrr�.. n .. . ..,_. _. _ _ - . . cyw••' _ r MITI IIII IIII III IIIIII I I,IIIII IIIIIIIIIII►IIIIIIIIj11117Illllljl�d►IIIII11111ItI111III1I11 VIII IIINOTEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIII11111IIIIIIIIIIIIlIIIIIIIIITII ,� I 2 3 4 IIs e T e • t1Io M" IF TNIS CLEAR LNEG ' THIS TNG IS LESS CLEAR THAN t) THIS QUALITY IT IS GUI TG ITE (UALITY OF TIE ORIGINAL ' -24 0t"NI"a• OE 6z ez "z oz sz rz Et 31a 1• bN..1 •i nI t/1r if—mi 1 �♦I ¢r !r —Ifo-1 -6 • t t1t4 0 cI .1'• a 1I NIIIIIIIIIIIIIIII'1111'I�!��I;IIIIIIIIILIIIIIIIIIIIIIII;IIIIIIIIIIIhw�nNI11nIY11III11I1111I1111lIIt1IIIIIIIItIM111n11INIMlllilja•IllllGnlllnJrmlnrrlllldllnllrallrrJrrlllrurllrlrltnrllLllwrlUrll"udlNLndnnHrlItlluluulral• , � , .I APRIL 11] 1991 r 6 jom R. MUM POR'IL�ND,OR VA OF all 7- F I -r Ira I ^001 � ` 4 ss E v� 3 LOBBY 3 _ _ EiEV IhI�I�•TgC Q Oil u M . r1. I- � u •. � � � 0. � *Ira%_ 6a' E4' T111 18 I i • 5 —C1 J1 - - -�-- • 1 LOBBY 1 rio�T�-+ LOBBY j �n 4 1 LOBBY 1, r � Ili oil 4-it M ___'ycd �T% wTo Sou G t�cxr_I Ill, 5ur+P I` �ALJ, GIRAT i 1Jl.�-_ �/4 � 7'(L, 'LUt•lli ?E/ -v To (oiUr1, 14 SUMP COVER 15 ELEV. LADDER �-- w1C_�P J015TI5 1 .ftAM5 k 5 TYpE X i �407t : e Wt5T WNL-L_ WOMF_0'S 109 ! L /ALL. toNAFT ;UL.TEA•r� P�/i tom.. �,YP, W. �; f U�K•J►•�L, A:' {Zt,Q'D, --- -- -- - --_ 2,. ?o rv� wTAIN 01Jf. 1���� l<J�aL_L e •�ac�•�tzJF.S I - A - M �'= ui LL 1-VW v pK•{t:IC _ I s I c. 51,•0 -M 7 I w/ M•R. Er�DS _ -T16,1 L, T �1CJHT uj LETTERS - I -- L_ - t�F.Gar•55�� '. u _ - T T� ?.�•• 51� 'L' , w �'UII+GF�''F'�f r✓v.IL.e3wxE� y4 N w o puf. HOU K_ �1AF r --- /cF oop PL..3 vv w� -- - � - - - -- ; �, - ,, �_ ALL iaYDUNf� ,�,,•--_ -Z 'e° flo >30>< — .. __ - 't _ ��vP`T I V i I ELE Tof �■ w 4 F ' � AG•-r(P I M 1 6 F- goX r�6-I'AI I -_ f - ) c �1 I H.R.e CJD r---_ - DuTey,OlNea SIL_ -- N 1 �J F t�oJl Gti Li,J�tzD`J Ca1J 51 W�L�C.S • �I O 15TI...Lw � rlacHl►�� �, 5 DETAIL 6 LOBBY 2 W56-r 7 WOMEN 8 'MEN �•�T• �`� 14 —oil 40 oil I'I.a LAM. �uNTGR-1'oP, 5 S INTERIOR ELEVATIONS 5M. - ��1�-Tl�l"�i -1 � FULL 1�11PTH OFSNn�T�, LOTH SILL ' �I � (�ie'C..K.rsP►/'�jNl � �C .---M I IZIZO R w/ moi.S.F•R�'�� �_ 5,M_ .I �_ — — t\ / �GnRD I{J�a?it kl j f l.1_J. I{J`�T!'►�.Lf..�_ i 7.1 VW'+r�E � 9 Ml f� "A4,4v DF�siL 1 -r �1" Revisions 1 � r f - ;------- - -- 13 cJ N N 1IL43T' 5 ---- --- _— _ _- -- --- _ ---- _ ---- ------ �- -T I __ Project N umlxxr 87133 ZI 5 Il. ,,1E�¢r -, - `-' - Date Z' v' SIaMP PI.1HP f'It '40 - - — 6;1, � k.VGoy PES- {: T ►4- SEPT. 89 i ,�. <6 r:RPh -- 10 DETAIL VANITY 11 MEN 12 MEN �ur1-+ y„ �` GENERAL CONTRACTOR TO COORDINATE 9 PLAN VANITY _ -- u� I�- I i INSTALLATION RESPONSI I Lff lES FOR 7al 3�q'I +p CYLINDER WELL b GASMVG r1ERr'Ir.-r* r`1r.�. r�►=� �q:�s.55 13 ; SECTION - ELEVATOR' _ • — :*f.� u"•- ':gib rf/,,NC '••AY•NTOM.ON 1 i . _.. - ._.....__.,,r.wx..nria+n+ NN/G1�/.ilpry►s: „ .. 1i �11fili ilil1l{ {I�frt{ �t{I111 IIIIIII iIIfIII IlrJtll 111�It111I1`1I{ti 111111111111 r11�IlIllllflll III�1111�11�1i1�1111rIIl{1�1{1{I{tli�tllll+f{I{IrIIf�I{I{Itif{yIl{1{�;;{f�tili�l __ � 1 1 3 4 5 6 7 8 8 IrQ ~ NOTE: IF THIS MICROFILMED �"' f 2 -- DRAWING iS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO V THF QUALITY OF THE ORIGINAL DRAWING. ------- -- -_ _-._ _ oE 62 92 a oz sz 1r2 E2 22 la 0Z 61 e1 LI 91 SI UI EI 21 II 01 6 O .1 9 S - ��Illuifnulunfuul{I{{lush{ului�lnnlnulllNllluL���b�n1����1{���I+�uful�luullnlluull1u11111hI{Ilnnlll,u�uill��llnlbnllnlrl�tllrrniullllnlh1u1111tIn11111u111IIItIldr�t�Itulllnl�n�II�IIIIUIInu111111ttultW�it»Jttult>lu�uttluultlttlnt�t APRIL 1 .1. 1991 7 1! ._..dr •:Y ... .: _, .... -:•.•u'?ve':4•*•,7i/u.R'•.... „ .`n,r'fi•'.;,.. ...4i?i6NAfMR",o'i,v$R.T�.gp�177;.T - 116471 -- _ -��► — wnov � ! ; ; ----- x >�%4 �.'T��,�. �,oN K. ,uRcENs ORTLA U. RC P Ir o •cpm ow 01V It A ssy or- or Q , Fob �' ' - +.- 12' : ,��. ♦..� . �,, � •3 - --. 3 DETAIL 1,fir ZVI. - - _ it ? CJS -- J _r2-W a w 191 1 big 96j G•J� ' WIToM E ..Jp OF �\ I li KI 13 d I�.fr . -- ---� f.�, �p — 13-vM�.-f� �� - - Tj►.11Z YJ/ !Vy" 1=U R�ZJ U�iAI•�►.JF,u:> ._ - --- _:— I � -�__-.: ;o I ------- ------- — --- - Icv''o,(/ r cL> l.a�E►Z�'Y8'' T•( k rr1 - ------ _ — r - - - -- -- I -�\ ---------- -- __-- I � r - —i--i wooG G,af� ( �, S�V�D fz�il-oULI►�Ysl v V� li p C„ r- -- _ GI, 5 f! i • U � ���/,ra'r'IOr-► �*: �tsrlr� MIN- t - � z � c'v - 5g GYM - d' 'rH 1 SECTION STAIR 1 p u I 2►�4 s'r•uPS � ' 1&0 of ! >4 D E'TAIL 5 AIL DET I 7 DETAIL it , I/40=011 . 1 I a- M ID " W • I I -o - - 7.2 �� � � �115 ���►"°r�>Lr�+�i�� � •.��/ .. _ �slit im4mrr*i 3 71 cr. S�ccIJD I�`l.¢• uj 10 JD . JD �I o r Le $1^ 7�j CD C) r � � •-- I N `�� �� STAIR DETAILS w D J � , • •{ Y - —_^ - � � N -�' Revisions r •,�! •"• . . . . . � ,�.,�pC-r N.I. - —� IZ \` - ' :. /� i � � � �>a !� SOF�Ts►I}c. � ,.� -- - ---_ _ -- _ --___--.__ .� --- - -- — i •. of - __ -- - _ _- -- - �~ !! �L�4 D 60t-NG-- L-, 1 91 P-J dm I - Plftrr F 1** I I 11 I r 8�� Number Date SEPT. 88 _ IO'fTstr+*r" i 12 Ili. SECTION - STAIR 1 6 SECTION . _- STAIR 2 72 B PERMIT NO. EBF' 892 37 OF ��, P»N �'� _. .., �,.,,.�cr�.:.<r•,rrrr,�Kr•,+r-n..-u:...,„,.,r... ::wva�rewxµon"ttK,•.:..” . ..•-.`• ..a' """-+• w?441Yrr4•_iri+Ir�iYbM1A'.�I"Wpf1M1 '!Rav+w�eduMMiMWMfM1A1PMt. .. d , 1 I bIl !II III III III III III III III III III III • SMI I I I I I I I f I 2 I I I I i IIII1)Il1II)iIII II IIII IIrl I 111 I III 11 1' III'11IIIIII11t1III i III I II111I1 I 1�1 i tIt 1 III11111'.IIII 3 4 5 6 7 IIIiII I III 1 I10II11 I IIIIIII I 1111111 I 111 I 111 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN 3 THIS NOTICE, IT IS DUE TO TNF QUALITY OF THE ORIGINAL DRAWING. OE gZ 8Z LZ 9Z 5Z fp? EZ ZZ IZ OZ 81 of LI 91 5I 41 61 ZI I1I 01 6 1 9 L 9 i1 EI--- Z I"• .ntIIIIIIuIIIIInIunllnllnnllllllllltl111111111II111I11ululllnu{�INIuul�ulllllll1111IIIIlI11lII1111II111I11�1I111111tilIIIIIII�I�IIIII�IIIIIIIIt�st11If111II111IIIIlIIIUIIIIlIII1111111IIIIllllll�111111�11>(UIIIInIInIIIInIIII11II111I11llIH8MWIli1�lU1JUlIllIlIII11I1111;11U y4 � APRIL 111991 Basil Y �'� .a h TO - - _ - I -.. � 1 ® a� �''o..' ► I i ' r� �' � 'r _ I __ _ �I V rG lL'� ,c`�� 10N R. JURGENS I — r 4 � I tl1 J4 �I' �II.,,Ni�,OREGO�I i I I l r LoO I Fl� b ' � I Ix'� �• =f \� �= 4LITum ---�-- � I-1ANvR,e-IIS i2 ��' _ I i1 1 + I +I � '1'�IM 0PM 3r�'1 +� �' I I - /�}• x.2� .x Z�2 .L�o T-rr!•r�) I ► �� ��' �eer _ 'Q _ i '� 'SIM � h.1�t✓d b To �Tgt '' I y�J"air bn I r'�/��rt�+ _ ,►,� STS p,� - - - _ I NTia.N�o: 7�I t✓4 - P�►I>,�r N , I �aL --- _ —_ -- I �•i- �( �'(�I lz LAS►�I Nv II I Mth. I I)L 3 If tt Ii - s��►. / �- -- '�4+ I�alc�r� '�I Ir^ � .ISI ; SIM• r-+oT"��'i (�� SIM• - Ole / i G�i�T � .� �'� �• �'� '✓ tyTR#f�� ' � I' ,. .',- . � : . '� °y � s .Ys_,l.r. _ /- 1•�' ,SIM. � a � � ce / .�. /�I 1 i K •� � v� '. ;'�•' `fit '� d+?} � I • O A/ UO � E�l --- - - V '✓TA►� o� II�IALL. _ ' Fr`�I I NCa i I Z N AFT 001•-- -- I �YT•�.Ti1�,�t�---- , � � � � 600 +'YRI�Iz.�1i L..LI cON�►ToN � 1 0 • S'TU✓.* `D � �il OKI \� ►�ip►�... 8 I I I r _U _ �,� wa�o �. � ,�+_II ,�3 I I I � YI:►�Ef,R I HOOK�jo rZoobj-1 LI HAh- I 'I'O ' -- - - ---t�l>, I u I r — � I � _ "1.3 �~ 1 y \ � • I '1 ` - - ---- II- I u �� 2y2-+ "Z'+ 2r2` I :-�—_ -- k�i7. I'to.l 1, ,- M 4 RM I US wAL.L- I - I I - -- I I r -NPS ��+� I1 --. - --________ - L �+M. �� — y _ f ..t��. •,' �:,a;�:. vAr�alN� � X Il I A4 0049 Uj LL II fl � I I . ==(a -- - I � � �� tl -- � _ i j .'�. HANr��►I�.. @ 2�pFt,�, ��i��� 12 ��"�It.�l� � I�'T'�►�1�It�� l.,A►�N►31M,� � i0I I�r —------ I '.S?Ir ' I. lk M• -_{ Ii Co UZo �Z,A I Ir I f�J'r!%1Zt�I I ��'►! i.• tsU F' T , I+ I E - -uh - I,�orv,a cs� >, 0 II i . II Ln — �. _- -- -- -- — — - -- - _ — — I I 5T^I25 P5�`roI�ID STAIR DETAILS _ I I I I�-o" iii J---•� � , - PSPS'�' I - _It Revisions - 1'� - __-_ � _ �?�.'rU6E- ---� � wGbD vw�,.l,-• �'P P� v,�a�-1 - � I I I I i _Y ��-- - ----- ---- U 0, I u i I PIPEc KAT `� �+urFy,.l J I I __ - :4 I g o. �� �C�/ir.}�. W�r7 �Il. i 1 II 1.�j • (�� L yr �► , 3" —f f Pr �ect Number � , j` I - I �0"1 ,r -� -- N .5. " I I 87133 Date--- -- - - - SEPT. 89 f'�s_- TAI � @ =�(..- �'_�.�"C•w t�_1�d►•Rr. � - ���►.I �t � .__ �AI� s .,-� T 3 ,, --- - _ :1$ i-IAt�s� ►I� Lv .2 Fes. �.10I9I H dw 1 �'l-�I-IT� �-I'� ' au + IIS I iw II' I ,. I I _____�__ '31 Z .p l r Prl T T No. BF, i n 5f`• 1 + . _,..,..r -. .. - - __.__. ,. .., ., _..,..... .....r.}v7A...rMrt.r.w.....•-.-...n..............,._...—......+r....rr..,...,,..... ..,.,..,�...ww, ._.. g . ..rr Ill+I+I►i+1+I+I+I+I+�+I+�+ISI+I+I+1+X11+�+I+I+I+I+{+II{+f+11,111+1+I+�`+1+I+I�i+!1�+111+I+I+i `+I+I+i+�+11111+`+{11+III+l+I+II�+I+I+{+�+1+I+1+I'I+I+1+I+I+I+I+}lil+I+{+�+1+1+1+1+1+1+1+�+1+1111 '� .r,,. _.•►.:...._ ""�a 10 l 2 3 4 5 6 7 8 9 ' NOTE: IF THIS MICROFILMED - -- ----"- '"'- — DRAWING IS LESS CLEAR THAN THIS NOTIC+ IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. oc 6i RZ LZ 92 SZ tZ EZ ZZ IZ OZ 61 61 L I 91 S1 b I E I 21 11 01 6 9 L 9 S b E Z 1 ►�11nul+nll++ul++uL�I11+►++1+1++h+nluulnrlllt►Illla++++hn+h+»I�+,+4�++19m11unlun!urr1111111u111►+�IIn111u+11u11un1n1111�n�+111lr1111r11111u11!Inlllul1r11<11r�11n111urriuulru►�rurlultl+1u111n1+111111111ur11►w�>I�"nulrrulsrr�{Itl,rlllrllnn�� �' APRIL � 19911 A D G H A B C �D G H B C \ . J LEGEND r � . . . . . . .. . . . . . . . . . . . . .. . . . : : : . . . .. . . .. ... . . .. . . . . . : . . : : . :::: . ... .. .. . .. . . . . . ACT I - 2 x. 4 Acoustical Ceiling ACT II - 2 x s Second Look �' �• , I • .:':: : : : A;cxistic4t Cuing �- . : :::.. . . . . . — - - -- --- 4. 1 . . . . . . . . : .. .... .. Gypsum Bc�►a d Ceiling G r 1 -L - :: Synthetic Plaster Soffit i e� Strip Fluorescent Fixture o rT m pi --i----mil,i n, _ _ _ W� 0 • :' ::: : :::::: `- Recessed Light Fixture F1 01 t�-V,l I 2 x 2 Parabolic Lense & Fluorescent Light o +�' o o 0 o y J � _ --- 94 r t�.-� 2 x 4 Fluorescent Light W +�'-ve IM a ; ____ • Linear Air Diffuser +20.0 -- — 1 \ ! - _ � � � � i � � i KIK 'rLaP�W -- • r. -- .- -------- - ,. - (/� o I I� e 5�o �T 1". u O ' �' 72 I idyl _ '-t7 �•+ �/ . . +„�.�� 1 I i i I O• � Lir .. . . .. . .. . . ,-:,:... . -. - - - - -- - — - - - -- - - -- -- -- o _ I tlaJ^A �<v 7)S M 1 , I 4�I -o FX :: . . .. . . ... ?.2 +8-o 1 O O 4 I (s J B Z . . . . .. .. .. . . . . . .. ... .. \jw .. . . .. . . .. . - - ,D p O O � U 4� -s•Efs Prc,),/ � X112. F rca1 �' .�n;'.0'� - \ RE.F.LG o I �. .I 0 o O a`\ GEIuN6 PJAN - y,�, aL Ll�il►-h'� FIX R - I 0 O o O ,O G p� � , `T l��Rey • � �I, I LI N(J PL d + I'- 1 t8,o •f-0'-�0 _o.. o l-ot88 2, Ai-6014 b2 600,1 t21 .. eog ,�, O + ��„ �ftoM FIxT�.iR� ',-�{P --,--+l�'-o'' .,� +•2�rd n ` �' gf�. 2�l�•I FDR I '/ v ' of 4I�' F W2 Yr'I Nai-J 1� I O 0 ' - 0 0 _+J >= Lc KiCONDUj 1 FIRST FLOOR REFLECTED CEILING PLAN 2 FLOOR REFLECTED CEILING PLAN N LL I LU N E F Z J a --- —_� - -- - -- �- - 2X 4 FRAM i N6 _. AA CORRIDOR RAF TE(� CEILING PLAN 1st/2nd FLOORS t�� �I -iCPH7 F��x-rJM —_ 3 C LEC EIL / ' .� o' - - _ - � - -� N � I � I � 5u�pv����„/�iV���� � � �� - S�E'L` �L�G?171U�- - �3 0 �� ___ _= F,oVT� v _ T REF!_E^TFD - - -- -- --- '- 1 CEILIN33 PLANS ._.. _.. ,. . .-. I s � � Ro-Il• ._ -----_... /,�;' � Go" -Ta�.� w/ -'1Y2 1L/ri(./L� _�• Fat- �► -{a� 2,+Go .�-•ri+ -- -- ---''�•-��, 4�� , -f �_ __ .� NE•l.I7ED \ I/Z„ .+'it-�rJ'-D rlC�ill-+(rl � I SWM. LdUVf,F; — b�Ya N I I �('Rl,l�'1'UR T= : _ I Revisions `%iti" 3a I t1)1_%, NI jol� I z.�' \---- ---- l :¢' -P PII'P- suPr�-f --- MECHANICALVJ/rvl�j �, oIJ ..�v �; ► z Ec.�'I ,ate ►� 5 LIGHT DETAIL ' SHAFT � G4�C.IJ t�•g�� � � 1 � I --- ------------------_--- -- --_.-- \_- LADDER -T- - --- - l 2 meolk — �r _— MEGA, ,�il�• , ,Z�t�- •M! C7 - , ,F3, FUR•�J� --- Project 'Number -1 J C I 137133 --$_I.— _ Date I(� o, r�^ cn' !%.�I� SEPT, 89 - r `�cal.ly LAY - *1IeAl •T►J, , 1 ,� gips 88-1 ♦ fi N 7 6 BEAM DETAIL 7 ► _ DETAIL 3 DETAIL _ PERM 11" NO. �:F' 89: a. _;-, - .r,. •. . r r..rr_ .r .r..r . r_.r.r_s-011 �...�� 39 OF 56 y • - "-_ " ,..,:ww.... :+...- .. ._ .. .,,_- 11�(M- _,._„_.....,,,.. ..•.,.rr.n.n,nwrrrwaM., a.,.n.r,.,.aw....,-n.,•,. ,.r.,, ... ....,.,rr +r:,, . . .. _... ._ _. - '�� r•ur;x. .. WlGP^”' ...a..warr .....:. . + � wp17Ms1rIR- tea' .` .srrrw.ivy,wq..e,u+n'.e.rlfrR�.....er...vAivofrsMw^rr+.aw R!::rtYr.;.::._e L ,•.»••......u«».•w...,-...». ....rjT.#tl�xM...,.......+......w....,....... — '��� ...vr•...._..• .�. ;. i 1;111,11,1111 1111111{IIIi111I111{1111!11 111Jill 11iI�11T�1itlltlllill111'1y!tiliI111`IIIIII II Jill I1i111{1111!I1,!y11!yti111 111{IyIl111Jill I1111111{Iyfl111lTllilll`III`111{Illltl►'Illi!!I . � I 6 I • NUTE: IF THIS MICROFILMED ---- DRAWING IS LESS CLEAR THAN j THIS NOTICE, IT IS DIIF iU THF QUALITY OF THE ORIGINAL _ DRAWING. Of 6z 9Z Lz 92 9IIz Vz EZ z2 IZ Oy 61 91 LI 91 P hl EI SII 11 01 -R 9 L 9 Is b E CI 1111111111111�IIIIIIIHIII1111111�III1i1111�11111111111INIIIIIIu111Up�1111tu1{iU1111II�Ilillllll�lltl{Illi�!III{II11i1111iII11�IlUIlilllllll�!IIIIIIII�NI1�1111{Illi�lli1�111111t1{IrIllill{IIIIIIIII�IUI'1�j�J11�IIIIIIN1�11IIIIIII�INi{1W1M>�RHIIIU�l1U!!ill�ltl1i1111{N►I x aART 11 13 1991 13 cAD : e8020M1 '' 7u. , � ) co GAS RISER TO SECOND FLOOR 3 t MECH. ROOM AND ROOF UNITS 1 - -- - - - - - - _ _ _ _ _ _ _- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 4"co J ---- ` - - - - - - - - - - - - - -- - J ` - -- - - - - - - - - ---- - - - - I I I • 1 I � I 1 - - I NV. LEV it 1 I I I I 21? f!(2� I _ _J `p� I -244' Y 2-1/2" :CW I I _ ,_ _ = = I I w (21 � J I I I 10 W-1 I I C 1 I I I M7 I I I I I ' FOR CONT 1 UAT I ON/ : I I r SEE SITE PLAN C-I • 0� I I II II �1 I - 14x8 FOUNDATION , - VENT A O} � C� Lie' ' "_18�'� _ II SA /� ��w1 '�u �.�,LVJL. fIWANNA CN I (cv 2 VT C4 `n C _ ._ _ _ _ Lu � v 2N I 4-1---\20".. _ II 18x15 I"-o '(op I - . . __I I I II I I I I I I I I I i _ • I. �� _w_� .y'' I I I. . . . ,�..w i.l. . . ... . .. . . . . . .. I..- -� N 4 I I IIC III (2 300-�t Z j I - -:_ _ J 1 ----- UNDERSLAB DUCTWORK I I III 11 I III SO I I -II �_ _� - J MB Jr �1 I I -I I 'O rr ~ I I FOR CONT I UAT I ON I _ r I I I� _�_ 'J+T=I' - -— - _ _._ -- -- - --— --— - - - - - -—— - - - -— _ — - - -— -= _. = =_ =�J I SEE SITE PLAN 4"L I 2"W 4„W 1 J 4:W I QLD A5 �laZ'D O i ` 4��W B��W 611w: "W 611W � t �� I�J(UPi iE �' 2�, i J I 4'WCO 14..w — 1/8" SLOPE 4•'w CO I II L PIP LOCATED I CRAWL SPACE i ` INV. .U. r I E L N jam'S f FLOOR REGISTERS I 46lo F.U. 7FE SHEET M2 UNDER SL_q -1 L - \ WASTE LINE ( t I I I L I•_ - r I I I I (�t50 F r-s/ I I iv I I I I I 4”. �4„�y I I I r .. . . . .... ...... .. ... .. ......... .. .. . i L . . . . . .. ... L . . . . . ... ..r..... ..... ......... ...... ... ..... . . . . . . . . . . ..L . . . . .�. . . . . .L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . .�. . . . .I. . 11_ -li. . . I - - - - -_- - _ - - - - - - - - - - - - - - - - - - -III I I I I I I GAS METER AND SERVICE BY L -- - - - - - - - - - - -` - - - - - - - -' - - - - - I L _ _ 1 l _ _ 1 N. W. NATURAL GAS CO. - — I I 2-1/2" oiOCFH 07" WC, �-- -G C O G I I I 1 f GAS PIPE LOCATED IN ciRAWI. SPACF. 14x6 FOUNDATI N I I - - - - J FOR CONTIUATION ENT . SEE SITE PLAN . 1 W EMERGENCY SHUT OFF ` I I SOLENOID VALVE `5p I O I I NORMALLY CLOSED POWER TO OPEN ELECTRICAL CONTRACTOR TO I 14x6 FOUNDATION 1 I I CONNECT TO SMOKE DETECTION I I VENT > GA23 SYSTEM. I I ' I I I I I I I I SD LOA SD G4 cr: (75.2 T2- f �M i (4?7s 1�r2� r I r i r 4A -77 I I - L -1 L - - - - - - - - - - - - - - - 1 L - - - - - - - - -• - - - - - - � L - - - - - - - - - - - - - - � L - - - - - - - - - - I I L - - - - - - - - - - - - - - - - -- 1 r- - - - - - 1 r r' f I - - FOR CONT I UAT I ON �lpH � - J I _ � _ J I _ -; - J I - - -- J '4 " SDv�p LL SEE SITE PLAN SD FOR CONTIUATION SEE SITE PLAN � . � V J z Ji Q F-- V A FOUNDATION PLAN (0 C/) M SCALE : 1 /8 '' = 1 ' —O " FOUNDATION PLAN a � a 4 Project Numher a 871; 3 C [fat v < SEPT. 89 � M za V 14 g< : F'E�'h1IT NO. k"T 89.21.55 Q oQ � N 40 OF 56 J <:' ......r._..... ,.wM,,. .,.,. . .... ...h.:.:. ..... x..w•. .w www•. ..,...n++.+..wN��....�in..1.�.YN6A14M.M "eM+N.nf+n� 'nw�MW..1'^q....'.wnw7iNM�lrr!S'".^". — n...._w..t..•w..,....... _.. w.�.n _... . .. -. .. 1'w._.......t= ,.......,._... ..... e.,. ....i.:...... ,. .. :.. . �..,�j _.�.... -.,,._.�_,-"y��- ,... +` '� .. - ,... .... ....- ... .. 'AI%M41� "T"�I:':.y'.".r� .� >41f''. RI�IYI/�.'.'... -... Jw:: "� 1�ilr`I111�1III1I11;I,I,IIII�II'I1{1I11,I11111I11,lllllllii`III1I1�1h1111�III�III�IIIIIIIIII/I'IIIIIII,IIIIIIIIIIIIIIIII'�III�III�IIIIIIII'lll'III'I'I'I'IIlII111lIIllllllllll1111111{�II�►�I Y NOTE: IF THIS MICROFILMED ' 3 4 --`u-`-5 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL pRAwINR. OE 62 92 LZ 9Z SZ vz EZ 2Z IZ OZ 61 91 LI 91 91 b 1 E 1 2l1 11 01 d 9 L 9 S b E Z 1 I ���III1ulu111ullllloll nllnlllllullllllu1111111�1NIIIn�IIUIh11�111uiult�lullulllnllull�uulllnllut{II�IIIIII�IIII�IIII�IIII�1111�1111�111011111111111 lilulllllUlllt{IIIlIIIII{unlllllllwll>Ili�llullmllnll►mllu1I1111hulIH illluulUtl�ltlt{l►ullluhsli ' _ A P R Tr . � 1 g1 ' C., CAD:8802OM2 -CH (A) , ,61� 400 14x 14, — 400 11 -70 12x12 .3/4" -TkAFI-�F AP-1 —co 1I I r) 1 AII" i 11-1 "M + 2-1/2" (;XS RI-StIl "-*--.-----12xl2 EXH. DUCT MB&a /4 SPR RISER VVH 1 011-A NKLER v YFI-1c)I 1/2" LOOP 01 - - - - - - - - - -1/2' ELEC. BELL )04 -1,+ 1 1 n /7�o lawg4 17x14 I I 3/4 W < LJ I VII 4- C)uc,,r ric-j"-r G �2.*Izu0< p L� < 14 5 A,) ---- 15 of --rTmir-fLAZIE I = 02 (TYP OF- L-%�) C'4 E 5. 300 rB :Fr. O;4 F 4) '�,M2VALVE ,2 1 (Ty r Wis.- Lj o -4" 0 .� ,5F.l.T"j 0 Q w--1-1/2"VALVF L 3"V 4Ek:> II 3"V - i -1/2 DW I t u 10 "I 7 (V�10 OF4-;) oG 2-1/2--cw-.2 -T-- --7 W/ VVH kol 2"C* -Z ido- -1 -a-.1-0 5W 1OX10 4"W fp 2W-0 2W-OFL.P-i /*-4 FLD-11 FLLD- 1 2" UP IL _. _ _ V BoaI 4"x4. (TYP OF 3) M-f L I 7r+40J 211 c,,,, ------ 3"V 3--V 14P-A 22 UP 4"W 4..w r1l 04 6" - Qj 0 Ej --1 - 30 4,-A I�p Lie ,_,/211/ u VALVF VALVE lip, I I I _ f Jo,S-t S 1pe� 12 !,�AfJ- eAp tt)fovr�110 -N IDCD ofw4,) -Z I ?SBD r / ......... 26A 14 I I U --- -- I2"� � I I a - - - - - - - - - -- - - - - - - - - - - - - - - - LOOP vvH121 - - - - - - - - - - i - - - - VVH1'Zl-'l 3/4" Typ_,�f f I I 1 2 x 1 2 EXH. DUCT 4 NODI I CY-1 cr 44 1 Klkr 10 N1 LL T-f f> 0 z _1 > 0 W-1 X ED nV-1 rA4'� F I R S T FLOOR W (1) c/) SCALE : 1 /811 Wn DF-1 'I. v NOTES : FLOOR PLAN n FfW C� _ _ _ _ �__,11 __ _____0 KWR3/4"SOV TYP 2"FID-1 • I V, • 0 0 t- oom ft: n 14 PART I AL BATHROOM PLAN M 2/ SCALE : 1 /8 " CL STATIC PRESSURE SENSOR Project Num'.xt O IN SUPPLY LOOP 87133 a 101 Date M I10- x SEPT. 89 4 IL > • R � N } � ' M2 M 1 > 0 It 33 u 0 9F, 892155 u- iro 0 > 56 2 3 4 5 6 7 8 9 NOTE: IF THIS MICROFILMED DRAWING Ilo LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE QUALITY OF THF ORIGINAL DRAWING. oc 62 92 12 9? sz *2 cz ELF 12 OLP df of LI 91 sl it,I I-I cv,1 II 01 6 9 1 9 S ti c 2 1 •`' -'• �►111unlllnlnnlllnllnl{I►nlnl►hminui1111{1HIIn1►Innbn,�„„Inlrluu�11i11111t�1++11t1uJltitlll+t�t1�111,11111+�UtI�III�I1111�lilfllltt�1f111nftinlf�Intlllulitfl�utlluulfutltttl�tuli+ju�11111nu�11nI1nt111{fhfu�tulll�Il11�u11�IluWll�Sllfl)fub � APRIL 19 91 mom .................so �\;�gED,A4!gFr� iyzu r y CAD : 88020MR0 1 A B C OD E� F OG v H �c> 1 Nyt. (iKi1Aj/ 11. B �\_IJI � ,•U _ yid b` � 12x12 EXH. DUCT 2jR6D--yV I�¢N�FT 5 �i III}y111 U 1 Bx! _ SET O SIN CR F � 8•� VVH 1-II -II •�"pp� I 1 5-'ISOR IN CRAWL I I I � S . ZE 'e` - - - - I® WH IR I� IO (5p'611�� O I O I I VJ o Grp o I I ® B vvnei_q L I!�4°QM�Cft 2" I'�4°RI !} I 1 tt _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ - _ _ _ _ _ _ ._ - _ _ PLUMBING NOT SHOWN eye N I �� • 14x� 0# 14°� i I FOR CLARI TY,SIMI LAR g I 1(2:' I I I TO FIRST FLOOR ._ OFFSET VENTS AS 4 2%12 1 15x18 NEDDED TO MISS UF-f6 DUCTS DF-1 O I REF-0 3orrl4 / ' Sox 14 Ducat T_Va A'r -to I 10x10 _I 1 •IIJ .IU15r/ 8 - ao<''(o%4 MJF omuGr. ,00 Lf 2.. II/� ,�I.c,e ?G�!4 a-L%I ?G,c!¢ C"r-f r'� Imp) I �" r ItI -fo C!�) I°5%20 x � I Is-le. I _ To lao !'.Y,r "w iyzt ay - 0 , ISx22 i-IBx2?r .c� vUY4fJ IF.1 YE2fIGGL .� _ -4 R � VALVE I e - 4ox14 { I I 1 t-172"CW I''/j•¢I'54R M5 U In e [ .�.4-Z I 1 I O J � O -- TRA1J�il'(IOAI (?�� 9 15xig ' ' ;I l . --MALI-I ---1 "v Q 9 Ix6A {11.1.1 t '3 3x22 fo 44151I C u� ro1° td z C N RD-I LLLIL�q ro IN �IEEtICAI- FTTL I4"� I a-1 F---IGS-� F` -' 11-2pw i RI- �'.I •.y 'c t cco I d'4 p<,.- Ort 4F++.�f WALL 7p of �� �w•- I FyQ--t ¢ Go. 0 it 18xlaupTo (rdra.I�F E�J ^ g � � ��—� IE9?F� �R�vEF� �Z_' UWHIOI-12 4Do IoxlS T10N4L' '°C-2 200 20° '� 9w )E-LO-I tOM10 ,'1fxtE I _— _ - (TYP OF 2 -I _' Z3n�� f'� �2Vf0 2W-O . = FLD-1 ... 0'I� O W.b.,,�,.AJ�L�I , � I, >rlA-1 15x12 I �/ 1���-T-wb I io.10 Cj 45+x14 I 2' IFLr_, ,2x,2 ON 9:�)B -19AMSr(ON140(2) 1/ox22•f0 Go 12x12 �(� M5 I TOO 12 I " p 15x14 — 42x 14 ' I. � 52%14 PJ6fWEii1J f�� .IAv(5 1!1 V62t1LCl- 4 -4.51.0•r --1 1 `-.1%•� n c 2 I N/ 3 v 2 Yd�� O REF tx 16 UP I� �o� MT I x%14 2 Nh 112%12 I II - (W I.•2'!!9AWAL -1 vA1.vE -cep�o Mr VALVE B I 1 TVP 16%Ilo ulo lufo I � e I I VALUE- 24KI }/ U (O t TRA!karON (o(�)IlPxl/o (oGo2ENJ +1 I �0Q IV RI`-C4620x14 IFJ ._J(jl'jT 12co F1cr� I O ��s�. Jol�Jf4 IKI V(2f!GAL_ � I ! �IJIZC _ �0 -wH0 ( I � epAce. (7eutF� j W I I Oj t 14* € �Ila,i2/p /- � I ] 14A� 0 M5 I I O I I - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -`-/-'- - 77 - - - - - - - - - - - - - - -- -- - - - - II I I I Y.. aISL4 — 2 O E I I C I I VVMIZI-14 3/4" TYP I I G I �yM 121-1 Jj O I I I I I I 1 1S/ A4OD t 2x t 2 EXH. DUCT �.°OD ILLIE�II �- ( H -fy I I I www - S�E�ET a l rypr.L Z LL W U � j0 s i 8" FLUE (,YP) 7' (TYP) A_ SECOND FLOOR ~ V TRAP FLUE RIMER FS-1 B" FLUE (TYP) M 3 SCALE : 1 /8 " - 1 ' -0 " e - ST-2 S1L -C s-, , r F IofES' FLOOR PLAN Rp_2 RP-1 I N 6eb-L_ A"-WALL_ pw.l�r¢crlaus k-tEe �x-� yrs Is120 - 1/2 F. ' 2 21� 2'�y"GA7121.:E2 �:J �N.IE 49Q SLIEYcT M-2 COMPRESS I ON s TANK —_- MAU-1 � 1-1/2'• TENANT TO LOOP \/ _---_- HOT WATER ,-,�{•OR �� METER TO LAVS. FROM loop ---- - -'- O Sx24 L•OMBUSTION AIR TO O R n 'i2" ABOVE FLOOR M ° 8x24 COMBUSTION AIR AT -t OE WILINO DUCTS uv To INDIJ ILLlA.L 19P •" • 0 • I'RJLLI furl her (a i 871;13 WR Dai t I H x SEPT. 99 B MECH . ROOM cc ai � m S(::ALE : 1 /4 " = 1 • -O " Q M3 PEPMST NO. BP 892156 Q Idu s 42 OF 56 J � �N 1r _..- ._..ww_-:___.._:•-„. d�1�_ J r'..'>7,-• ___._. ......,.. ...,_.._..-.. .. ........ ..qnu..-m�.�wT_x..r.�........, .. WISS I �-II I!1I111IIIIII)111!III!III!IIu11111111111�1{11111j1{rpjl�ll f(111'nf1111111 x11111)1{11!1!1 111111111111Q III III11111I11111)II!111!11111V1{1111111{11111!I'1!111!II11111!I{1!11!111'1!1 - NOTE: 1F THIS NECROF II DRAW ND IS LESS CLEAR r,.AN CHIS iOJl lits NOTICEUALITY IT IS ORI ro DE QUALITY OF 11E ORIGINAL DRAWING. oc 6z oz tz Qz 1? ►i E2 It -Tl---b1 i1-- t1 - LI sI YI 01 1`1 21 n 01 - • • t • s' � 01 c z I U!1luuluuluuinnluuluulOnluu�OOINUIUNi1u11uuIw111mI,v 16u1UiII111111NIIIN1111!IINIIR4111 �IIIIN1Ni'INIJIn�I,'nllmltnNluululJnu6nduulwJulllullWldsulBlll111+11111{IIIIry�I1U�U1111111�I1111 ` i - APRI?III 1991 CAP : 8802OM4 FL-ue 0_1 t RD ro RD-1 -------------- /' 32-1,,'2,,vTR 2-1/2"VTR L T o I • . { _- --- --- -.__ -- - i 0 E i#7M8 I L —_ __ [— MAU-( a O 2 0� '173' 4"\I-re-*0 11--f p +'VTR C14 -REF-2 0 24-,( 18 r "M gag tie-42 11/4% TY p. 4-Lp± 0 4 TYMS P r-,, 4VTR 0 7 � 4" VTR T '-T .fix Ig -Tyr. MO .00D-1 0 TM 4-' -�- _- ___ - -- -- _ - _ I __ OC . I LL w OB UD) E E) G> (HD 5; 0 R 0 0 F PLAN W4) SCALE : 1 /8 '' 16" a'=-r ROOF PLAN -1 1--k=2k%JfA.L VC-M-f W A.9* IN CEILI�.Jca ll'L�;A W L)IJUT Fi�l Me, LW06a. w ►Faaa-r1oN ; , - -- ' r'P,�ll IF Dedc Al W_ W r� 0 W IL Prqlw 87Number +Aczu 4 GO-1 , MAA10-1 133 Ll I�Zv-' 1 0 z (ON w Date 10- x SEPT. 89 tb > 19 1 M 4 PEF�111T PAO.. Df.':, 092155 > • 33 Jnr OU u 2 0 43 > A IL M.- hIlj ljij oil I I 111 11111111 1 111 1 1 1 1 11111111,1111 I�'l I I I I ti 11 1111 2 3 4 3 6 7 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT !S DUE TO THF QUALITv Or THE ORIGINAL DRAWING. E? zz IF OF 61 Of LI f d 1 9 s 1p c oc U OF IF 9? sz VE 91 JI PI El gi 11 01 6 AP' -1 L 11 9 � � HVAC SYMBOLS �s�ss-';\ VAV BOX SCHEDULE DUCT FITTING SYMBOLS AL ALUMINIUM EXHAUST DUCT (DOUBLE LINF_) _ MAX .4- MAX . MAX . EAT HEAT EWT w DOUBLE LINE SINGLE LINE Q-Quj t-E L,Tp� or.r.aN CCpp q OF CAPACITY OF GPNI WATER REMARKS D -` `�'� r - �_� - - - SA SOUND ATTN . SHEET METAL (SINGLE LINE) d �s I G CFML POR CFM Pp �� --- r�'Q �If► (MBH) _U -- 1 _ I..ESS SA SOUND AYTN . SHEE? METAL (DOUBLE LINE) VVCIr- 2-(D 0 . 15 - - - - - TRAt.IC �1GLd 0��.' . 1 -"--- - - S PIECE ELBOW V V H O Gj 1 1(`-7 - �20 O . I r7 " `1 G 5 5 "� 12 O v•3 L 2 . 'f 12 A- c-, V LW 0 0�j �/ I R L)W HTG COIL 1 - 3 0� rZ:: FLEX DUCT W VV 0 0 - 400 O . o5 11 - - - -- - - <QAW e 'JLLD �4p -W ROUND DUCT: UP OR DOWN V V 11 — - _ - — RADIUS -- -•---�-�B i-- B BUTTERFLY DAMPER �+ I 2'�O O . 1 140 4.`j 1 24 U 14-�1 2'7 _r"we VLW L2y<o W/I Rf�l NtC-1 COI L - ELBOW BOO BACK DRAFT DAMPi`R 069 OPPOSED BLADE DAMPEM V V`�a - -- 11 00 O 15 " -� -- - -" -" -- '1�r?AL1�E 11 - � -__---� OVER 30 � C� T THERMOSTAT WALL MOUNTED � _RADIUS ELBOW �S S SENSOR \J%,/1-4 D b i o . {��" 2(�� 5 5 �i 14 120 0. G� 2,-7 TrL4N V C W D 11 W 1 1 SMI 4 T� col t._. - - -- - —S J ----- - RADIUS r �`-FL.D -USIBLE LINK DAMPER -- 1 HR RATED VV 10 - 1+00 O 1�" - - -' - - - '�GZA1.J� 17 - TUR ING ELBOW (RNLI; ---}-- Y----�-L-z4 j FL.D-2 FUS_'BLE LINK DAMPER - 2 HR RATED VANES VVH101 � 00 O . 15j " 450 CSC 1110 120 {•(0 2•1 -119 .Wrm V�wD IT W/ 1 ROW HTG COIL I OVER 30� HSW HIGH SIDE WALL SUPF UR RETURN �� Imo- ----� ELEVATION ELEVATION L_SW LOW SIDE WALL SUPPi_ Y OR RETURN RA RETURN AIR UP OR DOWN -^- RAOIUS ELBOW s—}--_> � E OSA OUTSIDE AIR UP OR DOWN --- PLAN SA SUPPLY AIR UP OR DOWN V V 12 - - 2200 O , 15 " - _ _ _ _ _ .�>zaNE yGG p i1 - LAN L e 110 AIR VOLUME, CFM �1 OFFSETS 10x10 DIFFUSER OR GRILLE SIZE VVH121 l�j��0 U 17 �oSO 55 2?y,p 1 20 1 �J 2.`Z llz&?,G �11: wo z4- W/ 1 ROW HTG COIL. _ 6" _B 4W BLOW DIRECtION (� zSUPPLY SUPPLY OR �(L' - G --• G GAS PIPING _ RETURN 15 MA' V AC-1 AIR CONDITIONING UNIT NO . 1 - - --� VV VARIABLE VOLUME BOX 1 _ - - `--'- - 8 -` '30 13 MA VVH VARIABLE VOLUME BOX W/ HEAT RETURN VVF FAN POWERED VARIABLE VOLUME BOX W/ HEAT O GP-1 GAS PACK NO . 1 0 F.i• iv MA (2 MAU-1 MAKE JP AIH UNIT NO . i �� O REF"-'1 ROOF EXHAUST FAN NO . 1 I W RECTANGULAR TAP ,� � � � �1W►�J�'(fr�l� STATIC � O . IS " TRANSITION ME CH ANICAL�� W/ WASHER EACH "S" IF TO DIFFUSER UNIT SIDE O 12" U . C . OR GRI L L- - Wi Wi �7 EQUIPMENT LIST DUTCHMAN W/ - +ice U �D SEALANT 24" D.C . GASKET y+ '�URNING W BY GEN . CONTR.--__"4k, VANES B� TURNING fri RP-i 6 RP-2 BELL 6 GOSSETT SERIES 60-16 a CURB FURNISHED % W2� VANES .-� 20 GA . GALV. -' W/ UNIT SUPPLY 6 &TTURN G 44 GPM • 30 FT . HEAD COUNTER FLASHING 1 HP MOTOR BY MECH . CONTR . - � X1/2"� LAG EOLTS ►r RETURN W/ WASHER • MITER ELBOW BRANCH FLEX _ FLASHING 6 RIGID 24" O .C . EA . SIDE tAITER T FF L.EFF D U CI T SCHEDULE MAU-1 REZNOR CRXE H100 I RECTANGULAR INSULATION BY 1800 CFM O 0 .5 ESP GEN. CONTR. J ,.-P . T . WOOD LEVELING 3Q2CFM — 0 .63 BHP, 3/4 HP MOTOR - / CURB 6 FIBER CANT 1024 NECK PNL . :SIZE FLEX -DUCT — SUPPLY RETURN GAS IN: 90 MBH, GAS OUT: 72 MBH ROOF " - W/ WOOD BLOCKING 4W NO. OF BLOWS SIZE CFM C F M WEIGHT: 584 LBS . 8" MIN. - 12" MAX . UNDER BY GEN . CONTR . B ENFLEX C8-10 n NOTE: OR SM-SD 5" 0-60 0-50 P, ROUNO (PROVIDE 6" 61-110 51-95 AC-1 TRANS BTC. I?O (EEgr.B ,rj) SUPPLY IS SHOWN W/ DAMPER ON 'x7000 CFM OI'75" ESP DESIGNATION SIMILAR RUNS TO DIFFUSER 7" 111-150 i6-140 51+ BHP, j HP MOTORFOR RETURN OR EXHAUST SUPPLY OR GRILLE) SUPPLY 6" 361-230 :.41-200 WEIGHT - 1 (1✓S LBS r:10"`*""o"",�iUNIT ROOF CURB MOUNTING CEILING DIFFUSER ROUND TAP 9" 231-320 .'01-280 GP-1 TRANS B`.'C170 (EER-B.4) NO SCALE NOTE: SIMILAR FOR EXHAUST OR RETURN 10" 321--420 1 zBi-360 Cj000 CFM • 0 . 8" ESP M 12" 421-670 381-600 GAS IN: 160 M3H. GAS OUT: 12!. .6 MBH +' kaUl►Mf NT LIPtINO LUG `Ir•�i BHP, 5HP iNOTOR Lee•r.nrl•.w•Bo•rr. 1=' " 671- _.10'J 601-800 orwR•IlBwlf E•wlll�r WEIGHT- 199Cj LBS a«nlevlwel 7 REQUIRED PER VI'T -- 16 ' - 1001=14l:O 901 '1300 1 REF-162 PACE CRE-7- (9 F \ \\�� �Q tl / 1 / � \"�•� .� l(.ur CI.BLt THwU•r•BULT i 1000 CFM • 0 .875" SP ��" LIr TI«r,L110 ANw1 twkr 1. 0 .48 BHF'. 1/2 HP MOTOR •"•nw`omm"ww..n•ml'M n i wr CIMny r yywn IMM1n• WEIG'riT� 1B0 LBS i'' CMA■ \ AIIM..nR .yl..tlln�•M.C.M.U. I„1 r,dlwR If rrlwwl. ROUND TOP--' � GAS VENT � • R_rF-3 PACE CRE-11F poor CURB 1080 CFM 9 0 . 5" SP 1•r OTHEgI ' ca 0 .27 BHP, 1/ 3 HP MOTOR u•le -TG��D �lf'(IILI(j , BALANCING VALVES _ llw"Durnrrr.-Ik",...urn O !HEFT MtTAL CURB U.L . 1_I STED • WEIGHT: 170 LBS '% MUSTBL►IIO►lRLV DISCHARGE DUCT. DBL . WALL GAS / wk1NPORCtOIBr TO HOT VEP:T PIPE o �- OTNEwUTpPRE V[NT SIZE OF OUTLET •UL"IINO. TYPICAL ' CABLE L1AMP REI«PowcfME«T ` � � WATER LOOP EXTEND ABOVE 1 1 �.__ ' i•^ a r•TIncK owf»•o LUMBER '!" REDUCER ,1 ErlwLr ROOF 5' -0" MIN . 1 I 011IONAL CAB LL I.OGATION Y!••O.r"oM r 7"Lt L0 • IF UO%Al,i L"o,A.0 """fwrAr•B 1u11Nu' METALBESTOS IFLPLOCAALUNE.sloes - _ OR EOUIVDLENT VAV BOX STORM f\� COLLAR ley FLEXIBLES -_-t-T FLASHING COIIE� IBr OT NtRU { • +, �` DUCT. SIZE 1D I D Awk^INOICATEf AS SHOWN ROOF { >= / tvf AT lEw.TIOHr Bf ALINO �- T/ fffff MATMAL IF r OTHkw{I A001 MOLIREOPOROMROOPLINf 2 FT OF STRAIGHT �--4 FT SA MTL �•--� ---- --- - To 1% Of 04 OF CURB MAINTAIN CODE/ ----�--- ----- J PIPE MINIMUM, MINIMUM OUNTER FLASHING I REO'D CLEARANCES 9 A C C ;.J R B SIZE OF INLET MATE.r;?OMSUSTI@LE BY GEN . CONTRACT . HOT WATER COIL NO SCALE 1 - - - o — - - - -r I -r 3 GAS VENT - - L:6::�VAV BOX INS . AL � AT .. ON `'—T- Ids , Mrj NO SCALE M5 NO SCALE Z LLM � 'tl 11J IC l.�i' ✓lli�L.'(* izi;I'-P1��' �r �'��'^� ��►,a IN Or- vas c ) L.aap vuc_-rl-�:w -ri CA 0-f l 1+� {�Ta,_1 --- w r �, l ROOFTOP AC UNIT] NOTE: PROVIDE TWO TRAPS 0 PER UNIT . ONE EA . SIDE -.--L-1 1/2"xi-1/2"x16 OA 5' NOTE: IF DUCT -14 CSA . SLEEVE CONTINUOS THRU l WALL SLEEVE THRU ��"S" LOCK ENCLOSED CENTRIFUGAL WALL W/ ANGLES PLUG (TYPICAL) ON BOTH SIDES --�" WEATHERPROOF_. WHEEL FAN MBTOR 6 FIBERGLASS DRIVE ASSEMBLY � ETvIIJ rr"..IG1�� ENCLOSURE - 1 ,� /16"x 16", 4 LB . SHEET LE-0 ���► _ \//'a�I (saD�( 'rI{IK, / HOT MOPPED ONTO ROOF RETURN GRILLE -��" SUPPLY OR \t2�x�L� �X 4id►l.l-� v/ , MODEL 5500 SF r"✓U�il-'(iG'11�1f 'fOI.G.11 TD /I�u�I` ► 2�'� L / UNLESS OTHERWISE INTERNAL ` /'-- - =_ � DISCONNECT _ _ EXTEND TO OVER FIACKDRAFT SWITCH BY REQ 'C .C . ACC ESS THRU / / \ SUPPORT PZPZNO SPLASH PLATE - REMOVABLE GRILLE OR DAMPER � � I — I� FAN SUPPLIER - ACCESS DOOR - FROM CURB _�_{__�� - _ - G ' MAX DAMPER FASTENED ROOF- o o -��ANCHOR SLEEVE FASTENED ROOF W/ RIVETS 0 4"O . C • TOL M:/ 1/4" NO. 20 COUNTER FLASHING TRAP SEAL TO BE I NO . 14 SHT . MIL . z--- -- i 001% BOLTS W/ WASHERS ON tlASE O CURB 2x TOTAL_ STATIC SCREWS 6 4"C . C . , .. - BOTH SIDES 9 12" O . C . -- _-- -` - PRESSURE OR TRACK WELDS OR TRACK WELD @ 12" O .C . CURB A FLA£ H W O"O.C . SEE ARCH. DWGS-. ' 'L` ANCHOR SEAL DUCT W a M NOTE: HORIZONTAL INSTALLATION SIMILAR . INSIDE CONNEr.TIGN a HVAC DETAILS f UiIuI�ICa A CONDENSATE TRAP 5 "WALL FLD I NSTAL._ LAT I ON 2 PROOF EXHAUST FAN W e ' m5 NO SCALE NO SCA; E M 5 NO SCALE M z . � For " Revisions 12 SWr3 HANL3EF. 0 N E 8 - _ WIRE T'fPICAL I a 2 v ATTACH BOX TO----`- I! tv ---- --- L W,' 1/4" NO . 20 BOLTS �--1-1/2"x1-1/2"x WEATHERPROOF � ( ~ I4Jr rr�� MM W/ WASHEFIS CN BOTH 16 GA ANGLEor -- TQ BIDES O 12" O . C . OF s_� 1 - I 3 --- yV - FIBERGLASS BIRDSCREFN --- TRACK WELD & 12" O.C I --- ENCLOSURE {1 II ALL AROUND I JG -- - -------- le /i ,1 11 u 0 -- ---�_ _ ------ --- GAS VALVE LOCK - - CY+ANNL11 1 - MILWAUKIE UNION "-� BACKDRAFT 11 - - - - - -11 .• 1 1-- 14 OA . BOX TYP .�' DAMPEF�---- BB100TITUTIONS) UNIT -­DAMPER FASTENED PREF'CO 5600-- -- TO SLEEVE W/ 3/16" ROOF- �_�ANC:HDR Project Nurni—m I:- --- OR 5660 St RIES _ S7EEL RIVETF3. NO . 14 - COUNTER FLASHING i FIRE DAMPER .ACCES9 - SHT . MTL . SCREWS, OR ASE TO CUR 8713..1 ---�� B B 6" DRIP LEO -� THRU REMOVABLE _-_ TACK WELDS O B" U . C . CURB 6 ELAS Diitf' DIFFUS. OR GRILLE--- (` ==--iZ. U CEI LL DIFFUSER SEE ARCH . DRWGS . !__� LIOR GRILLE ANCHOR Q SEAL. SEPT. 84 DUCT INSIDE ROOF CURES _ r_7 7 " WC GAS CONNECTION 4 CE I L. I NG F=L D INSTALLATION 1 ROOF HOOD NO SCALE (v�� NO SCALE (v��'j NO SCALEM 5 _� '� 5celo t;fZwID couJl.¢) 15Gf� (56t , �t.td►Q) � SECY! Ci� CAD: 890e JM5 �It? bAN`c'GR5 vJ II4y c .M1c., 13�-AN1:.�T �`--� 1kk7(A1_L-C-V � UL LI`�� �urcts�rf!►GI.�• L>,I'�wcI OUTFLOW Oc- CZE 'C. + 1b-A. 05�t Aktlfrl���5 • F-Ef.M1'F 11i-l„ >FP X17' t�5 44 01: 56 ...y rtMR+.. ... ^"fiRMMR :!wLRAP•,?A ...�.._._�,..... - ..T dX"4 i.�►-_,'R93t ._....._ �I+w,,.......,.»..rN.Rw.eRRa..RRr..+....,,.,.,,«+.ww.w..,.w�......... ._..., w * �:l^, N�IRQMo� , �,� ,II11` (11'111+111'111 I�1''111 1�1�111 1111111 111�IIIIIjlli�l •111I1�'1 1111111 IIf�1�1�1I1�1� 1 111i111IlIl�flJl IIIIIIIIIII�III 111I1�1�111I111 III'IIII111I111 i11I111I111I111 �11�1ti'lll� - - �. NOTE: IF MIS M.ICROf I I-MED 2 3 4 - _ 5 s � 8 8 (� DRAWING IS LESS CLEAR THAN t THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORI(':NAL _ DRAWING. X11: dt eZ LZ !l� SZ 1►Z EZ Zt It OZ 61 EI LI 9`1 SI Irl EI Z4I II 0+1 6` 0 L 9 S /I► E IZ Il ►r11�111111111�Ulllllu�llullul�!Uf�lu1�1111I111111111I11u�u1%iull�llilll�t��ul�Ili1�1111�1111�1111)If11�1111�1Ifl,liti�llll�llli�l�f IIIII�IHIIIIIi�Mf1�HIt�1111�IIII�IIUIIII�illl`IiII�111111111�:ii;11111�1111�1111�1111�1111�1i11`NII�IW�WIIII�IIII�l�11i11)I��IIIN) � r APRIL , 111991 :rte willow, _ - ne•�, �� PROF r USv�c,1r+� .�,` 4�, 4 •z PLUMBING EQUIPMENT SCHEDULE AND SPECIFICATIONS 782. _ UESIG . DESCRIPTION HW CW— V —CONNECTION W 11„1 G ! FIXTURE FITTINGS REMARKS \9 NICKEL BRONZE ADJUSTABLE STRAINER W/ VANDAL PROOF � FL7-i FLOOR DRAIN -- -- 1_1/2" 2" -- -- SMITH FIG. 2006-A TRAP SEAL PRIMED . SEE DETAIL. SCREWS MS 1. G AMERICAN STANDARD "OVATION" NO . 3004 . 207 SYMMONS S-60-3 SELF-CLOSING METERING FAUCET 1/2 GPM PROVIDE: SPEEDWAY STOPS & SUPPLY . VERIFY L-i LAVATORY i/2" i/2" i-1/2" i-1/2" -- -- COUNTER MOUNTED F .C .D. POP UP DRAIN ASSEMBLY . TAILPIECE: CHROME MOUNTING HEIGHTS ON ARCH. DRAWINGS _._..--- - ------- - - ---'- _- _- --. -_`_-.-_._. -_ _ PLATED BRASS P-TR P ----•--_---- SMITH FIG . 1070 W/ SUMP RECEIVER OD-1 f OVERFLOW vRAIN --- -- • -- -- AND UNDERDECK CLAMP SEE DETAIL M SMITH FIG . 1010 W/ SUMP RECEIVER SEE UETAIL RD-1 ROOF DRAIN -- -- -- -- '- -- AND UNDERDECK CLAMP M6 AMERICAN STANDARD "FLOORWELL" NO . - FAUCET : CHICAGO NO . 097 W/ INTEGRAL VACCUM BREAKER S-1 JANITOR SINK 3/4" 3/4" 2" 3" -- -- 7740 . 020 W/ INTEGRAL 2" FLAT DOME AND SCREW DRIVER STOP • ---- - -- - -- - - - STRAINER _-- ------ - - - ----- ---.. AMERICAN STANDARD "L�(►•11'N?Gt�K" NO . 11-1 URINAL -- � I/4" 2" 2" -- -- 41931 ,O1y, WHITE. SLOAN ROYAL NO. SBO FLUSH VALVE VERIFY MOUN7ING HEIGHT ON ARCH. DRAWINGS . -- AMERICAN STANDARD "CADET" NO . 2109 . 495 SEAT: 2" LIFT, OLSONITE NO. L210-N-CC (OPEN FRONT) W-i WATER CLOSET l`iNOC:AP) -- 3/4" 2" 3" --- SPEEDWAY STOP & SUPPLY RECLAMATION SYSTEMS N . W. 3 STAGE . BUILT-IN CIRCULATION PUMP (1) -15A CIRCUIT HW-2 & WATER HEATr4 AS AS 1-1\2" HEATING W\120 GALLON STORAGE TANK 12OV-1 PHASE REQUIRED . ASSEMBLED MOUNT ON WALL. PTFE PTR\/ ' !; EllHW-2 SHOWN SHOWN GAS: 375 CFH INPUT . PHONE (503) 245-5074 TO FD SFE DETAIL. -_- WALL MOUNT - WEATHERPROOF HAWS HWACDB A.25 WATTS• SPEEDWAY STOP AND SUPPLY ('- FLEXIBLE CONNECTOR DF-1 DRINKING FOUNTAIN -- 3\4" 1-1\2" 1-1\2" - - v 1 " THICK WEATHERPROOF - _-- r - -- -' - - B [=ALL ON-PER HOUR i --! -- -- -- ----^ 140 LB= __ SMITH FIG. 3100-Y SERIES X B-1/2") W/O GRATED - W/ DOME STRAINER BOTTOM 6 ALUMINUM NEOPRENE tSJLATION PA FS-1 FLOOR SINK -- 1-1\2" 2" -- RECESSED GRATE TRAP SEAL PRIMED . SEE DETAIL M6 w V) ROOFTOP _ _ _ v UNIT -.� SUPPLY OR � -- �n RETURN DUCT RPBP-1 REDUCED PRESSURE _- 2„ ,_ __ _ __ ''HERSEY BEECO MODEL - ---_ _-_.-__.--- -_. 4 tQ BACKFLOW PREVENTER _ FNP-II (58 GPM 0 11 PSI :_OS'_',) SEE DETAIL � � 5 ; GALV OR ZINC-A- UM M6 cvv COVER BY GEN'L--- W/INTEGSAL VACUUM BREAKER " .�------ moi/2" LAG SULTS HB-1 HOSE BIBS -- 3\4" -- -- -- -- SMITH FIG . 5610 R O O F T N U & FLASHING & WASHERS O 2e O . C ._- - .-_- -- -- - ------- - - -_-------------------------___------- --- ----- ---�--- --- - -- --- ----- -- • -�.. Gi V7 n Q� BY GFN 'L - SP-1 SUMP PUMP -- __ __ 2•• HYDROMATIC Sw25-A1 1/4 HP Q 115 VOLT MERCURY FLOAT SWITCH COORDINATE CONTROLS WITH ELECTRICAL +/ �. FILL SPACE - --- - 7T_ CONTRACTOR, 24x24 PIT REQUIREDW/ BATT 7NSUL .AIf M-1 TENANT WATER METER -- 1-1/2" -- -- -- HERSEY MOOEL 562 BRONZE - •4 �o ROOF -� 3/4" B-C ' X ' PLYWOOD w)±� N NOTE: : PLATFORM BY SEN'L ' n 2x10 BACKING PACKAGED FOR WALL MOUNTING V [� 0 f� 2x12 CURB __ 5" ""~ a FLUE (TYP) 2" SA DUCT v f_ --��. __ - 7`-1 - - - - - - - 10 ROOF TOP UNIT CURB- NO - 3-125 CFH M6 NO SCALE I I MODULATING INSTANTANEOUS O WATER HEATERS OVERFLOW ROOF DRAIN SET ROOF DRAINS SOLDER I I INLET 2" ABOVE NORMAL IN MIN . 4 •C" X 4'0" WATER TIGHT- I DRAIN LEAD OR APPROVED 24 GA . S .M . I ---- PTRV NORMAL R@OFORAI TRAY LINER I - - I /-- GAS CONNECTION FLASHING BY ( I ROOF SYSTEM SEE - GENEPAL CONTROL I Ut - - ' - CHECK VALVE ARCH. DRAWING CONNECTIO GAS PIPE ROOF BY _ T RECIRC . PUMP oaa TO UNIT--' OATEY NO-CALK GENERAL � SOV (TYP) FLASHING WITH NEOPRENE COLLAR WATER MANIFOLD ROOF - -I I EXPANSION JONT lip If POWER 3/4" PTRV CONNECTION AS REQUIRED , -` --'- - CONNEC•fION f1 f1 j - ROOF S STEM SUPPORT DUCT -_-/ PIPED TO 2" FD-2 WEIGHT 460 LBS Q� ' �-+� 2 X 4 & 2 X 6 BOX • SEE ARCH . DRWGS . FROM ROOF DECK DECK CLAMP / CURBS TO FORM ROOF DRAIN TRAY APEA SPAN BETWEEN JOIST � ROOF PENETRATION 9 GAS PIPE THRU R00�= rB� & FLASHING 6 DETAIL—HW- 1 3 RGCF DRAIN0 M6 NO SCALE M6 NO SCALE 116 NO SCALE M 6 NO SCALE NOTE: SEE ALSO ARCH . DETAILS 2" BYPASS ` I PRESSURE REDUCING STATIONS INDIRECT I WASTE PIP E WATTS U-5B OR APPROVED EQUIVALENT I CUT PIPEE 45° LOW FLOW STATION 0-50 GPM FROM C5 PSI TO 70 PSI 1" AIR GAP � FINISH FLOOR FLOOR GRILLE OR iiETURN -� CONCRETE SLod 2" HIGH FLOW STATION 51-130 GPM 1/2" _- -- FLOCR GRILLE OR RETURN LOW i FROM 95 PSI TO 70 PSI DUCTS BURIED IN f� :��,j I -- - - CONCRETE i. . ;. . .•r. t. ,.;. . .:. . . BRANCH DUCT SEE TRAP SCHEDULE FOR SIZE 3" 2-1/2" 2_1/2" PRIMER- `- A- HI1H SLIDE GATE 70 PSI 85 TO 90 PSI - -� TO BUILDING ) FROM METER 0 PER TZGARD WATER DISTRICT rW%� RRESSURE REDUCING STATION 2 FLOOR SINK NO SCALE M6 NO SCALE FRONT VIEW SIDE VIEW MAIN DUCT - SUPPLY OR DUCTS COVERED W/ R9 RETURN SPRAY ON INSULATION -FINOR HVAC & PLUMBING SEE ZARCHSH . QDRAWINGS DETAILS J 7 LINDER SL,'B DUCTWORK CW OUT �� �--- �CW IN Fes! — M 6 NO SCALE � ✓ w1 �— :::::�►: -�: :;:.:. -- ,a. t:;. �,y� .;� Revisions ------- - - TRAP2" TAILPIECE PRIMER-' _ _-----__-_ UNDERSLAB BRANCH DUCT SIZE SCHEDULE `,--1 " AIR GAP --� - -- - Ara i DUCT SIZE SUPPLY CFM RETURN CFM UNNEL w ~ate - - TO f. TRECT WASTE -J 611 O - 1 1 O O - 95 _ RECEPTOR 2" TRAP-------- r i Project Number 7 " 1 1 1 - 160 96 — 140 / � � 8713.3 8 " 161 -- 230 141 — 200 ® Date 91. ?_31 320 201 — 260 x SEPT. ! 9 1U 321 — 420 281 — 380 N ; 12 " 421 — 6'70 381 — E:iOU r4N - RED . EPRESS . BACKFLOW PREVENTER r;_,�'� FLOOR DRAIN --- M6 M6 O SCALE ssM , CAD: 86020M6 ► M6 I='E:{~:'I"I 1:•1- N10- EBF' 89'2155 ,., ;.7:.uFuiMM' ..,.•.. ,_. ,,, • .. •.., , .. ., m ...r .�,. - ., ., � .:nMft !4 '�MP!"e�Rx+ tl .. .�"+atx•. ,.,>6 �)ry ,.-_.-.-..►•-....,»._.,......,,....n,.. ........._.,:_.,..,..•......-,...._..._.,..- -. �y,:....... .. ,.. .., .., - ,. m elrleror�nuen..vRY� n.^aMieim�ww�r:a�.„.weuu.t•;n +. .r.. .n*n J4 V'"'�a+ n .«..:�Nrv.' +/MIIIMY1k117.EYWW+� -e,'.. ::��� I 'l•, kv�Mf- � ��” ..�. - .. �...�• 1� _ 1$!1'!r.:.•. .n- . WJRA .Ard .. .y, .AI .c+.. ,e.• _a. .�.:; ��..� . - f ' p ," Ipj11111 1(11111 11�111i 1111111 1111111 1111111 {111111 111'1(( 111(111 111(111 Iltltll 11111) Ir 'III IIIII�1 ,IIIIIIIIIIIIII IIIItIIIII(IIII 111111(lil(III( Illltllllllilll IIII►I�'tlll►� NOTE: IF TMS I5 MICROFILMED THIS DRAWING EAR N NOT ICE. 11 I SD(JE TO TH TNF QUALITY OF TW 5KLG?NAL _ DRAWING. U 97. LZ 9Z SZ It c? ZZ 1Z 02 61 91 LI 91 S1 it EI Z1 11 01 6 9 L 9 S tp E z I ►!I�IIu1u11�nnlnn�ul��lul�+nllnnlllllllllllllHIIII►�uu0►►1►L1►ulu►i�►►u11111111I111111I111LlI111 Jill 1II1�t�l11iI1111111114101111IIIIIIIIIII�N11�111111111�IIIIINUIIIttIIIIIII1�111111�I1gIlUlll�)11�111111u1�II111111111111IIIllIHJ�llIl111)1111�II IJIIUIIIIII ' + - APRIL . 991 ...rwu"rwa:r. ....--_..-. _ .. _ ._. __.._ _ — - „_..._.___�..._.. r -• _,,,_,,,,.�,.NOIY7IEh.,.af14.o...r. ......i1.... .r. __�/�'► - ._ r.... 118471 • 25 CAO: 6802OM7 • • k�rioN ;• ., �� g / 1-1/2" TO HW-1 & HW-2 / (TYP) BOTH STORAGE • � 6 TANKS Sf-1 & ST-2 M6 B&G NO . 107 J ~ HI CAP . AIR VENT / 'j"HWR FROM LOOP 3/4„ 'AP-1 ` TO 2" LOOP _ j 3/4" FROM t\. TRAP I I ` ` 4 R 2- I' 2 „ LOOP �\ PRIMER I I �I � CK . VA . 3/4' CW / ' � Q� 1-1/2" VALVE I 1 -- �1-1/4„CW 3/4 CW S-1 �� I S 2 /4 CIN 1 "CW I I �r/l 1•� 1 _ CHECK VALVE i I 1-1/2 METER Iwho all I M-1 I L- 1 L-1 \_ 2„CW I N ELEVATOR PIT �'���� SOV �\` I I / { l\A 2"W i-1/4 ��1"' / \ W-I I II/411 \ �I,” '�\ 3/4” FROM a ON I /\ 1"CW 1-1/2" LOOP 4--W . ` V \ \ \ MERCURY SWITCH �\ � 1-1/2"CW 3/4"CW • �/ _` `� I U-1 DF-1 \ �`\ 3/4"CW\ M 2--1,'2"2W \� . r o PUMPI I I I 1-1,`4 CW �� ` 1-1/4 CWS\ \ 1"CW l 3/4"CW 2„CW 3/4 ,.CW l — _ I TRAP DV (TYP) —i \ ` PRIMER IL �/ � W/ AP-1 � I W-1 1-1/2” VALVE -- SL'.' (TYP) 114„CW U-1 \ \ DF-1 \ �\ ' 4 5 RPBP-•! \ I 2-1/2"CW TO TENANT SPACE ' 1 \� 1"CW I • SUMP PUMP V ATER WATER �, W__1 M 7 SCALE: NONE SCALE: NONE SCALE: NONE ■ I Ir (j 4 VTR MAU=1 JIJ I ` ( n 2-ii 2"VTR III2 "� 100 MBH 2"v I i CC I � 1 N I � Imo M131.1 I I � Iuj I 1-1/2"V I ` I I ` � 2 v Fm 2-0 LL 1-i/2 V � I ( I I %1. I � � � � `. I I L U A' � 2 I I i V 2 �I ! 1 I \ -1/2"VTR V�► HW-1 - I I I I 375 MBHI i I I I 1 L-1 I 3„V I I I I I I I • J I , L-1'` 4 HW-2 I I I I - it v M6Iw-1 375 MBH ol000 z 1� I 2"FS-1 %. -% 5 0 G S1 I 1-1/2' V K' 2-1/2" I �I 1 I I 2 w I VI I IFw: 0 CAP W-1 ♦ 1 ♦/1 (TYP) ��!/ / I TO EXTERIOR I I� I OF-11 l i 1 I I M co I I OF BUILDING li-1/2"V i I , 1-1/2,.W ! I I _. I 1 2„W) W-1 i -- L-1 1 L-1 i l i e"FD-1 00, 12"F'O-1 I \ yon_1 i _ -- U 1 I 1 1 2"W MAXIMUM PIPE RUN 160 ' 4"CO ` V l I� , I \ I l Q J I RISER DIAGRAM EOI1T`✓ALENT LENGTH 250 ' \ 1 I U I O C F H @ T" V�IG G 14 W oar ,� 4 W 1 2"W 2„V i 3"W EMERGENCY SHUT OFF ---- 2 W I -- SOLENOID VALVE OF-1 V J J i 1--1/2" NORMAi.LY CLOSED POWER TO OPEN 2-1/2 ` ` w-1 ( Revisions ELECTRICAL CONTRACTOR TO �� _ 2' FD- 1 CONNECT TO SMOKE DETECTION I 4"W SYSTEM . 1 G I ,�'_' I 2"W - -_ 4{{� \ �, 2„W a J / GAS METER 4„W \ ' J ^'0tu M ' M o 87133Project Number GAS RISER WASTE VENTr:f� WASTE � VENT 4"W � � o J I Iw n Date M SCALE: NONE M SCALE_: !'DONE SCALE: NONE � H I M 7 �"W r 4 SEPT. 69 ; b. Q I � 4"WCU 'S I asw Ix 0 .1 Q 1 i FIXTURE SCHEDULE -- - .� �' MBOL LIST A RECESSED FLUORESCENT 2X4 , 2 LAMP WITH J-Ii INCH CELL ACRYLIC PARABOLIC LOUVER WITH SILVER FINISH AND 90 MINUTE EMERGENCY PACK. , FLOOD LIGHTS COLUMBIA 1 4PS2G-24-242-120V ESB HLR/GLR-B70 F40WW OR EQUAL . A WALL MOUNTED FIXTURE -1 SIMILAR TCj A EXCEPT WITHOUT BATTERY PACK . ._ FLUORESCENT STRIP, 2 LAMPS IN CROSS SECTION, 9L MINUTE EMERGENCY 0-8 PARKING LIGHTING . BATTERY PACK . KEYSTONE ICS240-120V LE HLR/GLR-B70 F40WW LENGTH AS K3 DOWN LIGHT REQUIRED. I- RECESSED FLUORESCENT FIXTURE C-1 SIMILAR' TO C EXCEPT WITHOUT BATTERY PACK . KEYSTONE #CS 240 120 LE HLR/GLR F40WW OR EQUAL. LENGTH AS REQUIRED. SURFACE WALL FLUORESCENT FIXTURE F FLUORSCENT STRIP, 1 LAMP IN CROSS SECTION. KEYSTONE #CS140 120V LE RECESSED FLUORESCENTFIXTURE HLR/GLR W/ F40WW. LENGTH AS REQUIRED. SUPPLY AND INSTALL SILVER PARABOLIC LOUVER 3/4 X :,/4, CUT TO FIT. ANGLE LENSE SUPPORT BY OTHERS . F----off STRIP FLUORESCENT LIGHTING FL METAL HALIDE FLOOD LIGHT, 175W M.H. LAMP, DIE CAST ALUMINUM. ® EXIT LIGHT 1 KIM #AFL2-175MH120--E JR APPROVED. MOUNTING (JR-1 OR SM-18) AS �� REQUIRED. STANDARD COLOR BY ARCHITECT - VERIFY . OR EQUAL . LIGHT SWI�I'CEi C� G RECESSED DOWNLIGHT, PRESCOLITE # CFR818-482-120HPF F180T OR EQUAL . Q) JUNCTION BOX H RECESSED " LITE BOX " FIXTURE W/MERCURY VAPOR LAMP ii00 SURFACE. MOUNTED PANEL PRESCOLITE #MBX-75-HO7.1S OR EQUAL . H-1 RECESSED DOWNLi(m,r PRESCOLITE #1290M5-100MHFE-992 W M100 MAIN DISTRIBUTION PANEL (MDP) METAL HALIDE LAMP OR EQUAL. DUPLEX RECEPTACLE, DOUBLE; i)UPLEX I-3 WALL SCONCE WITH FLUORESCENT [.AMPING 9" DIAMETER VISA LIGHTING n FIRE: ALARM PULL, S9'A'I'ION #CB 507 SERIESO Mc,:)6,%L TG' ri^v,:. Cj4iWNr.; PINI - :I. .� LAMPING 2-13WATT FLUORESCENT. ED AUD1O/VISUAL ALARM cd PL1 POST LIGHT, POLE, CUT OFF LIGHT, SQUADS PATTERN, 150WHPS. N 0 MAGNETIC DOOR HOLDER GARDCO #MPG-VQ-208-150WHPS-15AFWP OR E(,unl. . STANDARD COLOR WHITE. G � VERIFY. U IONIZATION DETECTOR PL2 POST LIGHT, POLE, CUT-OFF LIGHT, FORWARD THROW PATTERN, 150 WHPS . 4 MOTOR CONNECTION ;� 0 GARDCO #MPG-FM-208-150WHPS-15AFW OR EQUAL. STANDARD COLOR %w 1•I I T14 VERIFY. J PULL STRING 36" RADIUS r1 MOTOR SWITCH PL3CONCRETE BOLLARD WITH CAST METFIXTURE. 90 DEGREE ::LFIOWI STUB UP AL ENCLOSED SEE ARCHITECTURAL F O � 1r DRAWINGS FOR BOLLARD. FIXTURE TO BE GARDCO #BR1600-VQ-70WHPS-120 OR KP FUSED DISCONNECT SWITCH F- 0 r1 AND CAP, .► .R. J . TO PROVIDE (� O APPROVED. STANDARD COLOR W141I ' : . VERIFY. L'AFEh1ENT/I '�A("I' LOCATION OF (:Tl: V� ® MOTOR STARTER \ PEDESTAL RB ROUND CONE REFLECTOR BOLLARD, 100 W MERCURY VAPOR LAMP, DIECAST -, CONDUIT RUN UNDEE' FL,OnRING ALUMINUM TAMPERPROOF LOCKING SCREWS. PRESCOLITE 62029M-120 COLOR MI!GIUM GROWT-e MOUNT TOP OF FIXTURE 18" ABOVE GRADE. CONDUIT RUN THRU WALLS OR OVERHEAD IN CEILING TRASH ENCLOSURE 0 t WL WALL LIGHT, ENCLOSED, CAST INTO CONCRETE WALL , SEE ARCHITECTURAL Z�Tf3 TELEPHONE TERMINAL BOARD r DETAIL, FIXTURE TO HAVE 50W LAMP, PRESCOLITE #93047S3-120 W/LUSO i INN P 1'2 1-4" PVC' WITH OR EQUAL. GFI GROUND FAULT INTERRUPTER Z �.� �/ G — --~ ►��� I _ PULL SIRING ' XUNIVERSAL EXIT LIGHT WITH 90 MINUTE EMERGENCY BATTERY PACK. I'LOOR BOX PL, _ DUAL-LITE #CSGNB-BEP OR EQUAL. STUB f=OIZ G I I SIGr.1 -- fT _ — I T'ROR1 (11RR PLZ EXIST PGE POLE r l"c l,l(�+�f �I)1-f1Jlt.�•- tel% G�t!!i. ST17B UP POLE•. 20 ' N I -4" PVC I �- i�� �il �-ff• L i2N•jG+ c�}I M rn 2 _ SCIIFT). 40 _ I G _ _ • . -( PL PLI f/ I 12" ea , CoKr-RETE RASEGAPMF�a- (" P PR ov l oe TRAr�I SFoR ME R 0 i i��;. %2'o��Av% a�p,�l, �`P>; �(G — _ PHP PER PvE REQuIRFMEIJ'f5 ° ccs + ii r . &CLjl.l• f� PROVIDE 2- '/2'' 3 -4 PVC FoR ECOWDAKY SERVICE FoR FixTL�RE I IZ'� , C PL3 ' SUPPOIzT'— '7 I `� � ';T— - Go��U IT 2 -- IN L V`I L l -o � ' I 1- _ __ _ � >w G PL3 T FL DE FAIL- 60LLARD DETAIL 1 FIXTURE _ �► uj P L3 D PL2 ' u, \ _ ------ - POLE GRGUti'DL'�G LUG ---� � J • , � POLE I•LANDHOL.E 0 - L'�JLT COVER- -____,_ GROUT TO FILL - BASE PLATE • I EVZLING SHIMS _-- STUPE FOK C/) N � 1r4 RE.'�3AR LOOPS • 12" O.C. ATTAi= S.W. NORTH DAKOTA STREET. I : , TO ANc�ioR I�oLTs RELOCATE. EXI.'T LITE: �► FINISH "r POLE' AND SPLICE I30X ' GRADE-, .- _ - = ° SITE PLAN I a `'� l \ T �_ ANCHOR BOLTS WITH Sf TE FLAN TOP 6" GALVANTZED ='� 1 Revisions ' —E-LI DUCAL _ •v- �. I2ACr WAY a -----__3000 PSI — 'd r-u_: CONCRI�I'I.; Project Num her 71 -- L 'sn Date FIX-CURE FOIE CONCRETE BASE ANCHOR BOLTS �J�aGINF� �� SEPT. 89 TYPF, 11P,1GHT DIMi NSLON IN INCHES DIMENSION IN INCHES ease y- _A - B C U Qty. Dia. Length Circle 6K y ( f1 h1REGAN- - - 64-�z ' 24 I I n � 4 -- PPR MAN I=ACr. fi E 1 N('.). IAF; 8921.55 l LF 341551 47 OF- 56 AIL (.c. umbia "onsvIting Engineers 6ic, ���•� - ��•••••• P.U. BOX 40088 "1 LAND, 014 : 7240 15031 'c!l 2SbO Mom DOW 10,40 , • �,.�.�_ ...:., ,�.1�. : �'-.'+1 ..rNYNi "t;A'..m:l/Y.wiS.u....:.....w..,.^TI "'�InF.-iM., awAk��kMW,..: ,. ..ur..u.....r.,_ _. �I'III�1111I�I1IIIII(11I1111111I111III1II�lIII���i'IIIIlIllllllllll�1�11111Itill I11111I1111 If� 11111IC1•I ����I�I�f�ISI���i�I��IIIfII(I(�IIIII�Ii(IIIIII(I�f(II�(llllll�(I(I(IIII'1111 NOTE : IF THIS M ICROF 1 LMED — ._--,--- -- --•- --.,�. 3 4 5 .- 6 7— 8 9 10 I DRAWING IS LESo CLEAR THAN THIS NOTICE, 11IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. = tz la e1 `el C1 '1 sI til eI 71 11 01 sI e 1 9 G ( E ,r!111111111lit'111111111IIuIml, _ 111lir(Il1111�t11111111�111I�IIIIIIi1�1111111,1111"illlll(IIlautil"I1111?Ilrii11111111(Illlifill APRIL 1991 _.........—.........__ ,� _ ., .w.rwn..+- rn�. K �.rir-• �ir�r�r l r ;i • A B C _ . QDD E C H �, N r I7. o �. 1 - - - ---- �- --- - - - -- - = -- - -- - -,__ - ------ 3 ir N II I 5100, 7 F� / —_ SAME CK.T A5 t\IORYH 11 I )OFFITy '(O LTG CZTKX- s OA Y --�_= REQ •J/�J __ — — _ � I, � ------�-�I — '161 �- �� FL I 7 co low FF-- Ira II 1 11 et al 9 q I I X 11,41 I I `.0 LL FL UJ � I I -- i I � ! II 0� I • II i C/) Cf) I I I `-� FIRST FLOOR LIGHTING Revisions FIR&T FLOOR LIGHTING ' SCALE: 1/O's V-0' Project Numher I 87133 Date ,4' �e2�s �' r SEPT. 89 /�II f(1011 12. y� r-MzT tura. BF:- D, 48 f7F" .56 Columbia Consulting Engineers Inc mob ��s�•— ./ `-- PO ff)X 40088 PORTLAND, M. 97240 ISMII 243 2850 ' wt-nAUY:-d.7.�v.i11f+V�G+w.F!r+11R.F.wI•p +a�w.... N'.T11!Y'[Alt�M7YDROk�9111Rt'INfMMf'HmLVY'Mmx.+.e...ra:wF+�• ,..,., „_,••..•: .-.. - _ 'a.s1lYMq ` ' _,, •'...'-::.-, •-•.�_ - enwannrfic :'t.xar rump.-ur rt' .r..,�. li� 1 � 1 1 1 1 1 1 1 1 1 1 1 I l i l l I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ► I l l l l i l l l l l I �I 1 1 1 1 1 1 1 ( I � III 1 I 1 I 1 I 1 I I I I I 1�1 1 I t 1 � � t I 1 I Itl 1�1 111 t�1 •. �. �Illltlllll , � ' It2Il NOTE: IF THIS MICROFILMED �-^ —I--+---- 3 4 5 6 7 8 9 _ I DRAWING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DUE TO THF COALITY OF THE ORIGINAL DRAWING. OE Ge 92 L2 9t SZ oz tZ Z2 12 of 61 of LI 91 v bl EI 21 II of 6 '..1 9 L 9 4 b E 2 1 ' �' ���Illnlllullllullulll►IIIHIIIIIuI'.Inlunllulllnlbullluf�l�ni111111��lllln�lln{III�nI�lu�inil(n1lIl�Illlllltllitlllllll�II�IIIII�III�IIItlntl�lin)m1I1u111111�11a�uu111�1111u1 u1�iu�)�t1llun)uulllnl nn�Inll n�Ibw�uu��uW11lllul)It111� � -! . APRIL '1991 • M I 1 • � A-� • V u B C QD 9F G H Vx � I I rI CI � O II - 7 - -_ G1 I C, 5 ' DIPJ TO I&I-I C� COIF!-r�Ol ` '2A' KF1AY I� ELECT". RM, -- I C1 1 7 F VS, I2DoW�i To taINERT4 .91 7 t I c No �, I3 '2A' TTS' A P I , I< Hff I3 �5 - 0 4 --- ? 5 5 7, —3 4 I I g I 1 I I 1 AI '2A' 3 I I I I CSC 5 `� 3 - - - -- - - - - - - - -- -- -- ---- -- - - - - �� Ll.� UM LIJ I C1 �. - �.' ....� I ( DN TO LIGHTIIJ& CONTROL I .H RELAY I t\J ELECT, RM �• II I I I • � I I I ` I I04 I I I I� III I SECOND FLOOR LIGHTING Revisions 5ECONID FLOOR LIGHTING SCALE: 1/8'•'1'-0' - Project Numbc°r 871; 3 "\�+ I)ate GISEPT. 89 P X' v 16011 '0 • e � Q/ G( 12 E�3 . by �? tiFY D. Sx . ',:192-11.55 1 �� 49 OF ,•6) Colum is Consulting Engineers Inc. r ` FO BOX 4OD88 PORTLAND, OlI. 97240 ISOM 243.2850 •. .-. .. MIAIAArA�PktAMMM�IYNIY �nrr tra•� .•�•• ���+ }/R1ArR��1�'M�.IRK''AT.YA�.,. ^ry�MwM�YMrrn...w++uww„o.-.wx STnw.w.-.-... .... rn.•• } II /`l I111IItllfllllllll111111111II11 III ' II111i1 111I1i11'1'1tl1111IIIIII, I;It11111111111lI1i11t'rlrti ,.• � IIIII � I , Il1II � It1lIII � IIIlIIIIII �IIII � Itl � lll , III � I11l111 � 111 � 1 , 1 ! � IIS ( IIIIIIIIlIII � II X11 • �_."" !► . �,� ,` __ 7 8 9 10 i t E • NOTE: IF THIS MICROFILMED 2 3 4 5 6 f DRAWING IS LESS CLEAR MAN I THIS NOTICE, IT IS DUE TO y r"" THF QUALITY OF THE ORIGINAL DRAWING' OE 6Z 62 LZ 92 SZ UZ EZ ZZ I 02 61 of LI SI 4I �1►1 EII ZI �II 01 ,Q 9 9 _ S -J-- b -- EI-. Z 1" • -�� �►IIlUlllnllllnllnnluulunlnnllnllU;IIIIIt�1lNluuluulunrtlfllutrl+au11111ln,Illlll�lllltll''lI11111,11111,11,llllillillllll1111tIli,Ilill�Ht11111'�IIIIIIiIIIIIuIIII1tIflllllutlluhNlllllll�yl�1,1111,�IIIIIIINIIIIIIIIililllullfBil!III�IIli,11lWl�Uulllll�iull � .APRIL 1991 I A g C H\ J cc"41 J I 1719-E ALA-,.-% GONMO PAh0!L -,__ I I � Q" U ON tn AF po~ Q C HIR COM P6_5507 J TO TRANSFORf1ER J NOTES: 0 V. M 2 HP UF LURE TENANT SPACE PAD SE -1 FOR I I I _ E E �".� Q c. ►� I � �2 PJ �U� � � CONTINUATION. J I Gl WIRE GUTTER, 63 SQ. BY 24' LONG MOUNTED I IA �1A I 2GTYP• IN CEILIWG CAVITY AND SUPPORTED FROM I L_ I l STRU:TUBAL DECK ABOVE AND SWAY I A I BRACED TO WALL. HAND o T s� 1cE s>�F 3 EYP. ' 0I L ,c„TIori E-�- �CONTINtJATION I i G2 JUNCTION BOX TO BE MOUNTED AT 6' ,�.BOVE GFi FUTURE CEILING AND LOCATED TO ALLOW I Eta I �\, Al. ITiON AND REMOVAL OF CEILING TILES CsFI � I I. - - * j LIGHT FIXTURES AND MECHANICAL DIFFUSERS. TI 3 CONDUITS FROM CORR!D.'�R INTO FUTURE TENANT G RE U2 I IT 1 -GbN►JE�.r Guo _ T-- �\ 2 SPACE TO FUTURE J-BOXES SHALL BE 3/4' EMT, aPa2ATa.Z 1 \ 7 GA131N�T I I 15UMP PUMP � � n � �(x Y) 2-3' EMT / / I LT. IN k-LES/, ( P�.S Q W Ea• I I PN X RA I PIT d°UN�IA I I TTB —'�%4"x 3'X 8' PLY Vl00D 2ND �CK,60A RD s FLOOR y u I 0lA 1 c,18-_ --A' 1'c 18-+►1 '1}' Z 1'c 18-�1i1'c It3- Ira �' m L—T — _�-�— I _ lA 2-3- EMT I I � 1'c,18-�►1 T T - --2-4' EMT STUB INTO CORRIDOR TRAY FOR � — ---- _ If+ -ft- � TTB IST FLOOR �P-ovE r_LGi. �... TELEPHONE / - I -- — E I II 2-4' PVC, SEE E 1 ' 3/4'X4'XS' PLYWOOD lr FOR, CONTINUATION T BACKBOARD. lr-- --�--� -- — cTELEF�40NE R D N `"J l LL NOT TO SCALE �•� i W TT -- II 3 TYP.I II � i 2GTYP. 1 J I I I I I FUTURE TENANT SPACE ( I I III 1 4.. - -- .—. -+-- — - �-- — - — -z--T----T--T-- ---�-.- _ �_=-� --z_-T_ — T---�---T----T---�-- - -. I ---- FIRST LOOR POWER I I Revisions C EIR5T FLOOR PCODWER SCALE: 1/8'•V-0' ---� P 'ect Number � r�8133 Date SEPT. 89 8236 P %p E-4 5(*' 0 F EColumbia Consulting Engineers Inc. - P.G. 80X 40088 PORTLAND. L _ NC, Oq. 97240 15031 ? 3 2850 rw•� ,... .,. .,,.„. q? . .. � 'NMirlWYFR-•m!'.•�+Mn r..:vAS•r.wn.;^�ws;wwaur: _ �W7'wlylplltMfAMMMk�, Myr,. ySp�IrF+a b.,i ,,.:v . - .t Ryo"w�++ r�+R-*�r�er ,:': It�IM�Nlliww , .. �.,.».»,��>..,� �9., ., � .. , . ;_. :r • , ?l�I�I►itIilllrlllll�l�lil�lll� i;illtl IItIIII II111[1 I�l�l�tij�lllt► Illl,l� �IIII!I tIIIt) IIItItI� tlillT)t tIIIIIi Itlll�l Illltl� �I�I�It 111I�1i il�l�l� TIII�I� �ltl�l� �I�I�I�I�i�) _ _...._. ..� �. NOTE: IF THIS MICROFILMED --- 7 8 _ 9 10 I I • 2 3 45 6 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- - -- . — --- ---- OE 6Z 9Z LZ 92 52 12 EZ Z2 IZ OZ 61 61 LI 91 :I *1 EI ZI II 01 6...1 9 L 9 S b IE-- Z 1m i�111111111111111111111►IIIIII1111111H111';IIIIIIIIIIIItMI111111111I111t�lplutll!►IIII11111111111111111ulnlilnlllu�►{11t111Hllllll�lilIIIIIII111111111Iit1lIIlIIIIIllltlllllllllllltlunllu111nllludutthlitlUultlt111111111nlllnlnubwlHBMuhutl11tu111lllllulllullullt APRIL 1991 F` T E°0. IA 1 FA CCt 1TRCL PUL-1 eu ua QMCfv ..:D I(/ I 2A IA,73 IAIM IAM IA — s I 1 I I \ I l 1 - F fK1 IA.� F\7A IA.V3 16 '��I ,, ;r LO 0 V_ T sem— r -1 A \ O \ (DB D • 5 r s cox E F G �H IA.I\ IA,;O 1A.10 IA.ID fA I ' � 7I I IA.10 7A dA.10 r r RY'R_ DIAL M MCC I -- V_-(IZATION GF i ECTCQ G^��N6LT I NIT )n _ ►�T� -----�I -- GUCt DETECTOR a_ O I r.tr UAL. FILL STATION �/• (� O I .oew" II 3 ---� .- RF'-11 I I+�' 2A FUTURE T NANT SPACE (� 22 TYP. -- a'D Cr- Lr r_- Wu_: _ Z i I I 5, -I TYP. IWP I I 1,�iE Lrlw �2oAr I Zorn t ► Fist F:aot Pl:l Sfctcom Do'oc;cY 3 C3FI AC UNIT LN RCOF MALI-! 1W I Zcxy4 2s Socond F=lax PUI Stallcra Z Dofoc�-n �uuV - I I q , 34),36 F1 �✓,3 III _ VY -- - � ZaeL� 3� Fist F"toot oror Flow (;x;-.�Ce3ei by (vt,��+•+t - _ ea1) _ ON k0oF ---L- Zcno 4v x)000d Floor Vv'alor Flaw (SLp,dod by tvi-47,Acnl) Zono S, Duct Ootoota (S. wpliod by MOCMIcol) or — , 1 _ _ I eAcKDOX : � L I Irv1T uN Rc.�,F REF _ _ - I—_ I _ _ I I ��, 35 F LA. - _ — - -- -- - _ gBUv, 2 - � a OCTAGON LID i OC: GoN 1 �_ P I - I / 1 - - 1/2 NP. W f✓ wP >; C - 4 SO. �M14 SHGLE GANG 1i1.D PTJG ;1 Cc)� To) 2, L bF_16Vq C<UUF 1 �Odt VVI �n I? _ � - '2A' 1 T I 9J�.l . CIL ---- ( q IY 1 18-gym-T1 I I 1'c 18-�1 A' `��l 1'c 1S-01 1 1 `= l 1'c 18-sic 1 1aAi wRE SG4-��REF-1 �A _ —_ I� — � 2A �-$0`✓,CPN. T T - —T w�oN �� A - 14 Ga�o R«I�.�oat 1 F) - 14 Ga�u C argol7otow >pm -- — ,� \ I TRAY FOR I I « , �L TELEPHONE, I - --+- 7111 cc CC ------ - - -- �_ 1 . - I A I u N I T O D F - -- 3 - - -�o�---- - -- - -- - - - ---- - -- �-- - — --- - -- - --- f-- uj AC IJMi-TON Ku(-)= 4N)V,'b,0) 3: FLA , --- 6!5 FL A. Z LL 1 — uJ I I � C1� I I I I II II > H ( � 3 TYP. . M O TY P. C� Cn . I II I i I I I I FUTURE T NANT SPACE .Z C19 --- -- ------ - -- --- -— - - __ - — - - ---- - - SECOND FLOOR POWER Revisions - sEGOND FLOOfR f=OUuEf SCALE: - Project Number 87133 Date SEPT. 89 �► elm 12 : 4 J E-5 Columbia Consulting Engineers Inc. PO. BOX 40:;M POPIL ANb. OR 97240 '50,11 243 2SS0 v �• . - ,._...,__.. ........y+-..�1MIN«*bP.w......,... « ..,•..um.,nr..,:w.. •..�v+w+c«.r,e..•wmmh...r.,..._.... e....,...,:...: ,,,..•.y.. _, � _ 1.., - i.`•..,„�,ITIP '''�" ..:-. ...: .__—...—. tMItM nwM.nw►r rw�.,...vr,,fr...N+w»nw...aiY ._.'q►,»»,awc:> ».�.ww,.no.w..,.»,_......... _. _. _.. ........._........ _. ... .__:,...1 1111 M 1tiIII A'111'l','I'l't' 'I1111111111111I11111111111I111I1111t�,1�Illlll'�llrlllllllrlITI P1,1111 111111111111 1111111111 1111111111'IIIIIIIIIIIIIIII I1 1)111I11411111,i'�►',IMI,'') �._ I 8 1 I I NDTE: I F TN IS M ICROF 1 LMED 2 3 4 5 6 7 9 0- .. .. .. ._ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF DUALITY OF TIE 'ORIGINAL DRAWING. QE 82 BZ L? 9,7 SZ t'Z EZ ZZ 1z oZ * Jc� �, __ __ ----------_-- -- i I LI 91 til bl C1 ZI 11 01 6 9 1 9 % b E 2 1 ►±11nnlnnllulhnlll1111L1n11111inlr,is1u11N:{tntlllnhwh�»Inaln�>r�ullllulluuluuluulrrulr:Ithrllhnlllu111tu111,���1rni�llt 1n�1tt11lnitlutt�tn111rtIlln�+clu�uullul�uttltul�Ilu�ftrlu�lhuLln11111;1111t1bwll�uu�uF�lullltu�►tulltu�i -�' APRIL 1991 CORRIDOR TO WALL. SMRUCT'JRE Gni /- RUN HANGER RODS UP TO STRL:"TURE COORDINATE �O \m ATTACHMENT W/ STRUCTURAL. -�O 4� u �- CABLE SUPPORT, SEE I SPECIFICATIONS. • I to u -- COJ`MIDOR CEILING PLANE 4 ` T aA w DETAIL TE L E F+�0NE GABLE 5UFFORT N PkC7V I c)F, I/4''X (-%II ALUMINUM STRAP FOQ LA?ERgI BFcAGW& AT EVERY DTHEK HAIR 6UPPOR?_ PR0PVIDE PANEL-11A ________-_— 0 GROUND BUS VOLTS-1-2 I� " ��/ � � p���� � rum--- PANEL_-M _ Ll GROI 0 BUS VOLTS 2]1 4'�.tS�� 4w Crw�-.7r (ECE BE?1�IEE� �fU�� InlNE2E lam? AL' LOCATION- N SURFACE MTD. pMpS 2 �� O MAIf4 CKT BKR. C) MAIN LUGS ONLY LOCATION _ •` JNFACE MTD. AMpS K� MIS �JTUD6. [I FLUSH MTD. ,. El FLUSH MTD. jQ�-- �I P,1AIt`� KT. BKR. It MAIN LUGS ONLY "t0 NO SERVICE F• WATTS WATTS WATTS WATT; WATTS WATTS o WATTS WATTS WATTS � C 1 A NO SERVICc P A NO SERVICE p q �JATT.. WATTS Vti'A�TS NO SEf;VICE A � 3 �v 4 �P __ 1 _ _ - 3 G_u u!T — +�P _ 2 �.1.1��17'--�3 Go g�cc�c� _ O Q p j 4 - ------�� I OD a 4 5 w 6 -- — -- 11 6 -- - - �xr- - 4Q- 6 A 7 w s - - _ -_ - _-- - 9 " t o 7 A e- LIN I _ 13 q 14 - t3 I - ? T - - -- O I 15 OO lti - 15 U1)1�-- 3 - '4 � ---- _— _ _ 16 14 17 1 19 �-r� 20 — 19 _ •i 20 - -- - y - - - - RP P-'L 15. /_IGb _ — REQ B�E� 5 21 „ $ 22 --- - 21 V 2, _ OD 23 1I '9(-� (ZEA FL -- — 24 23 -�� � /4 _ --- -- 27 10 28 — _— 2724 OOtcL CoM I 2sPS�. _ 29 - - — 2 - 6o ---- 28 I _ 720 30 2g 30 --}--- --_ - - oe — 1 ��O -p �C2S 32 31 32 ' 33 I I 34 - 35 Cr {, to-NL_ - 1 33 ! --- - 34 37 .�!• P1T - - - — 3g �P— L7-& . - 35 -I36 - - -- 38 eM 37 38 39 - 40 Ht T-1 LStl _ _.._ —_ �. _ 39 - - - - - - - 42 - �+���HASE 42PHASE WATTS WATTS — � � PHASE VlIATTS 86� TOTAL WATTS PHASE AMPS TOTAL WATTS 140 700 'CHASE A1w1PS ?c` O PANEL.-�1w_— 0 GROUND BUS VOLTS-L_2D���83L �_ PANEL_-- '��L YL • GROUND BUS VOLTS •SURFACE MTD. ' � LOCATION_.-_� ❑ FLUSH MTD. AMPS_-Z7 e MAIN CKT. BKR. ❑ MAIN LUGS ONLY LOCATION 4 SURFACE MTD. AMPS El MAIN CKT, BKR. A MAIN LUGS ONLY L(AIF- -❑ FLUSh MTD. NO SERVICE p A WATTS '.:ATOS WATTS NO SERVICE p A WATTS WATTS WATTS NO SERVICE p q WAT rS WAT1S V'iATTS NO SERVICE p q' WATTS WATTS WATTS PNL PNS ' �PL _ 2 -� --- D 1 2 5 - - -- - -_-- - - -.. - -- -- 4 - --- - - - - 6 _a -- -- --- - - 7 8 ' 9 10 9 10 12 12 14 13 14 FEnRtJ LLlc-, 5 ,5 - - 16 15 _ 16 - I' �j�, 17 18 ----- _- - _- - 19 20 17 18 PN L I P N �N L P N t_ t"LI�TL)RE -- __ ___ .__ 2- -- UJ21 (� 22 1 sEcTlorJl -- -- - -- - --- ° X° �M• , Phi, IIA:�I�1 23 24 22 23 24 25 26 - - - - --- _ ---- -- - - _- -- - - - - _. ----- 25 26 P - ---- - --- - -- - -- - - ( - _27 28 27 28 F 29 30 28 �}wi+� 31 -- --- . — jJ6 -- - - - 29 3n 11 < 21'6 12 33 - - — - _- - - — --- - -- -- -- ---- - - _. _ 33 34 .— 76&A [�R`( 'fY(-'E ��1N5- 35 - _- - - 35 --_ _ 36 _ • T2 T I rOKM� 9 480(/ 3c1� 37 38 _ - ---- --_. 5 M M01 ��JD I PILI- 0 2D 4W `r 39 40 - 37 oR 0O t G :55 'I 40 - 3 jZC. #��I C �O N 41 ---- - 42 -- - 4 - 42 --_ -_ c/) CO. PHASE WATTS �4"� '' PHASE WATTS PHASE WATTS PHASE WATTS TOTAL WATTS PHASE AMPS TOTAL WATTS PHASE AMPS - PANEL -- _ 21�v-- _.___ 2 GROUND BUS VOLTS.I� '1,�.___-__ - - U LOCATION! 9 SURFACE MTD. AMPS- MAIN CKT. BKR. ■ MAIN LUGS ONLI' -" CT CAFE J -- -- 0 FLUSH MTD. ONE-LINE DIAGUM1 I NO "ERVICE P A W^TTS WATTS WATTS NO SERVICE P A WATTS WATTS WATTS C�------ - J -- -- G— t��a ) 400 A) rr,�A) 3ooA� l ooh} 100A ' Com— � II I 1 3 - ------�� -- N - -- - 4 --- ---- - ?'° __�� 5 Lo 11100 ISS 6 '�---- -- f Z�oO (p00A Paul ( 7 a ---- - Revisions AVA I L q�LE FAIa LT - 1ND. bud ---- --- -- --** - --- -- 9 -- •�L4M N _ - CURRt_NT FT--K FIAE N9T- T MAIN 0151X. PNL- 'Mph ' 11 12 'i'O fEX,CE1=D 10 00 CAMPS, PErc AF-T,'zSvjNEG, 13 — __ to _-- _: NOT I~. : ALL P-REAKe.k's FUR_ MDF' PW(-'D , X 117 t6- -- ----- -- - - - --- t•!1 TO I-I nV t M I N I M�I M I4 O n p^T c. , -- �_ I 14� _._._ 20 - - - - { ALL CONDI-J C.TUr?S -rO Pad COPPER, 19 _ FAD, `3 51-1T E I . 21 CILER—S3_ _— ?�00 22 -- 23- uto24 P rcl ed N u f�T l7t r C�;�J�.. �_. �� f�_ J I A D A MTi� " 1��/��3 K Y • Z 5 --- -- I - 20 _ _ ---- - - Date 87133 32 . ! 29 _ 1Z�oro = 30 — ��0 t N�ff SEPT. 89 31 - 32 33 34 35 36 _ _ _ _ - a�rwN e r °2 `e `4% 39 40 - I='E F�:I111' r,lf�. 1jF' y5''c'.1�:i'S —__--- --- tit y D 4 t 2 —A --- ---- - I�1 C PHASE WATTS PHASE WATTS , Columbia Consulting (Engineers lin.c. ...1.i tJ F" ._r J /� TOTAL WATTS PHASE AMPS ((�� r?Q BOX 400tj8 P'.>siTLAND, OR. 97240 1503) 243.25'Stl ,�..+.. . ,• `��- ( ,i 1 I 11 tl1 lit 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 111 f111 I I I , I 1 1 1 1 1 ( I)I 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 tit t l til 111 I I- �'-1.1�. . _ . : _ I t1 ►It �11tI! I I I IIIIIIII i ( IIl ( lfi� l ) OF— NOTE: IIIIIII � III � III ! I III II � III 11IIItI1'II ....-.._ � IrM••l1�MMh 4n„ 2 3 4 5 6 7 e 9 i'0 1 1 NOTE: IF THIS M ICROF I LME[' �' � � - •- ---�^-••- -_ ..._.__....-_._.— , DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DISC TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6? 92 [Z 9Z SZ t1Z f"Z ?Z ILP OZ 61 AI LI 91 of *1 ri Z.! II OI 6, 9 L— 9 S it E �a1l;ntlun� utlttlt�ullltlu�nitltllt�uttllNtlllNlutl�unitnta4ft>rltntl;�u111n�1uII1tIlI1luIfill IIIIIIIt�IIIUIIfIif1111111111Ifill III IIIIIA1111m11:11III 11;IIItIIlildilIIhIIIIIIIIIIIii)IIIIIIILI�Ut1111ttIf111It111II1111111111WIH1�Illllllllllllillil�UIIIIIIIIiIf�l APRII, 1991 x.... ..,._-_ _..._._,,,.+r•,M�:..,.. w.-r+el,+.v»ww--.. .•• xn'•'Mt',,,:..-.--....7F... ...., ay / a -7 _ Q coo 4e-4 I � � � � . . ._ . ._ ,-.;.::_. .....�.___,_._ ..�IC•% Z ,i Z WWW`./ � U ,- � 9 r (u N Of • MECf ;. ROOM c ... 6.0 / _T MEN t ,�,q• / 1 n04 ' 1 C - T I M ,— f�i� Tp,l 19401 �o TENANT SPACE _ - ----i' ' 5 I � 1, ,,A'1'IOt�. COLOF I r T1[' ra2,/ I� MEN ' GJ 205 I � t X, - » ELEVATOR LOBBY 3 l CORRIDOR < C-1 O ' '^ Z C� STAIR 1 —�J I (1� 1 -�' I 1; � 1 �' r..�� I G�> %3) �_:'�- �G-� � <-.Y�M� I►diD'iH A��IN tot5��{---- i •_• �r�- II � � CEOSTAIR 2wmom 00 LLJ � 1 af LL_�4";_mn LIJ :I TENANT _ SPACEU. r I I . ._... .-. ... .. 1 . — - * 3 - ....._... SECOND FLOOR PLAN If SEPTEMBER 89 Revisions SECOND FLOOR PLAN LEGEND • One Hour Wall - 4" metal studs C? 16" o.c. with R-11 bait ' • �� p �, a o COQ ������ insulation and 5%8" Type X gypsum wall board, both sides, to u u bottom of roof c, floor deck above. I'r'.-1 r interior planning and design 81133 Wood Load Barin Wall 2 6 @ 16" o.c. with R- 11 batt [):ttc I 9 - x L SEPT. 89 1800 southwest first suite one insulation with 5/8" Type X gypsum wall board both sides. L' INO interior walls, See Structural Drawings for Shear Wall Req. portland, loregon 97201 (503) 222-3426 ' -- -- --- Interior Non-Load Bearing Wall - 4" metal studs ( 7 16 o c. with R-11 bait insulation 8. 5/8" Type X gypsum wall board, both sides, 4w extend Itatt insulation ,-ml one wall board to bottom of struchire above. PERMIT NO. DF'' 8921.55 -- 54 OF 56 ..-._.._."....." ^q...rv,,..,...i ro..,nr-W!/kIMVs-MM•+k^�., lI� PlIMlil71RlfM�: �.• � �'; ' O t t' I I •I 1 I I 1 1 f I 1 1 1 1 1 1 I I I I I 1 1 I 1 1 1 1 1 1 1 I I 1 1 111 III I(I t I 1 I I 1 1 f I III 1 1 1 t I 1 (11 1� t•'�� ��� .11111IIIIIIIIIIIIIIIIl1111tI11111Illlll, I'IIIIf11111111t�IfII111I1t11111� l � f 111 I f I I I t I 1 I I I I I ! i I I I I I � I I I � I I I I I i ( I II I I I I I � I - ." 1 • � I 5 6 7 8 9 10 If ; NOT.:; 1F THIS MICROFILMED 2 3 4 5 DRAWING IS LESS CLEAR THAN t THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING- f? 8Z LZ 92 92 VZ EZ 22 17 OZ 61 131 LI 91 SI b1 CI SII I1 01 6 9 L 9 S{ E` Z It"' 4 0-7 rollIIIIIIIIIIIIIIIUIIn111uulnllllu11111111111111NIluLIlu111111Itn11nnl1nll11r 111111111{llltlll►IIIIIIIIII�IIIIUIII!:II{IIIIIIIIIIIIIIIIIIIIItINIIlt11fI1111�11111111I�IIIL�1111111111111111111,IIII�Il111111111IIIIIIIIIIIIIIIl1111111Illllllllllllll�lUl�lI11111llIlII111111I11111I1U � i APRIL 11 1991 a T C) CD) F' q -o -sl•' -8 sl �'I Z o' �1 Fi ,..,Q "r�E __ / h .r h • i y X Ile �L � - �� t• -iz) „_,,._,.__ .. I 3 _ / ,/,f, <C� - 1111, a•.. d'1 .747 YT 6i0i I ortr...- ♦..► ST4R. ELEVATOR RM. + GENERAL106 107 .� NOTES 0 �S+�Ja� r1 WALK IKU 14UR-C P 1,1/rAlf-► F- 10 IF-I f� ALI ��R� � Op�'ING AN P�TAk71 I-i(4 P01r�}T� ColTO i 7A _ GE 1 L-l-Ni(.r 5'•r,,f; a 0 �� CI ` Fi y. — III DETAIL _ 4 P AN DETAIL rIT- Ii _ '1 N o�E �iTFPOI?- FIH14H �Q`P' e--,P564rlCAIIONS `-v�l�� �'` �' �� � d ��'� 1 �' r� f WORK 4T ELEVATOR COMPLETED PRIOR TO STATE INSPECTION (� BY GENERAL „ AL., F7AINTGbL01�'V AGN! PAINT CAM, 0H c-71I �''�'-'"""'! ""'�"'""` "' -�` F `- ' tiYit ladder to all pits witb hand hold above button termltral landing, ^� EC �I`1III L� P�F-E ALAE le6q-17. FR -R•6•VIew qI AFPIE-OVAL { - /1.7j _ '�P"� / Light (S-foot candles at pit fluor, sometimes requiring two light � Ao flitures), light switch, and receptacle In the pit with guard on light f; T 1` IO�• � vl'.T�f"t �I�1I`� 5 M f --*— -------- ----- t_� _ _.. BY ME,CH *�lG.l MEN l> Cu , ou sprlukler heads lu holetway sad machine room - sprinkler shut 1 /� oft outside hotatvay and machine room. L��dat�rl�rt/ a�r�tJ c7 1 I M r For- =f /i 10 8 ;9 E3� GENERAL a A` I�iJ�/AI✓. V owar on sump pump hole. I �L BY GENERAL ��-Ir,Gu► , Finish to door Janos to maintain fire integrity of hofstvay. 1' _ _ _ BY G i pw r~AL i ? I I�r �TN�•� N�-E•AN �T IU ANDD D�� �}� ,2 � � -, "'• r<�� � r.�---^- --�„ / No p1pwa or equiprnrat it, ho1•tvav nr seg bins room which do ant pertain 4 to the elevator. � "- i • V /1 BY GL-NFRAL v � Finished floors in elevat,o ani 1a:lway In front of elevators. / c j ` l — r Li "owr., ►--'r + uI--•�•�.._�.r. _ ' I f all 1I0 ELCBYAeto lighting G-loot candles at floor levet) rtth 11ght switch !n aOr 5�sit. machine room. FwehUcunnect in machine roup 4�' f BY GENERAL re �OM� Fire rated door n via, nm:.�r reavhtah 1e melt Inafn ,i, a ! at- - i; lflockin J' �'COrrC� it,� '• �� '. qq 109 �� DOE t oV&S�ars bovine a travel of 25 feet ibuve or below main entry floor II 1 - �♦"�� ` •L. Qtly muat have fire service provision,. General cooteector must previde ♦ 111 •reke detectors at each elevator Io►►} tItwr. These detectors to be on �I ELEC. R M. 1 two separate ttrsvits' one for the main �1 1 Zw� tit: V finer; tw other for the j tl �� a f Fr Gi NEHAf,not. Ii OS I I - LOBBY 1 ; _-_ _ S Gtout around elevator Jack. -- "- rs 1 a. BY GE NE HAL j I --� 101 1 ♦ Install fire ettttngutaher in machine room, 'I 415 / S r•/,, y• _ - --- Q r ELE�� TO v �'� �c, 1 ,aT v I �. �;• _. - � - I m• 1 SEL-r't VrV--1 '• -ro f1,! ll u _ 7.' — I M ; I _ 3 i It + / t gr•T ,�� =o►I 41' .. LOBBY 2 F � 0 CL d MA �`• I - �,' � � ' / r / ✓ER1��.. / c) '_._ 104 T � _ r �p CORRIDO. WA- _ � � rI, � 103 _ -• .t. UJ ALCOVE ' _ �- , .� a%-J •Oto aG vu,A 61 I..• � s - U 102 4 - �----- _ + W t _ I 1. AiR 2 r` STAIR 1 I' (:3 1 t C3 ) =J X7.3; --1 ., J \ ( .__ ..___ __.. ...... . --.._.. —.. __ - wc'C IV+tom p 1 1 oa I 1► �� \ _— - ------ r.. — �,� i� /_ ..._ Tip # r i , ''�P �NA�L. PARTIAL FIRST ._ ---- - ... FLOOR PLANSEPTEMBER tl9 ZQ6 5400 1 PARTIAL FIRST FLOOR FLAN I zmo.o. �' Revisions _.. I -� assail LEGEND �;a '- ter. ��:r�,,_,r� ; �, 51N� __y_ __..__-^•-_� . ----._. ._ One Hour Wall - 4" ,petal studs (.?) 1F" t;�,.� with R-11 batt insulation and 5/8" " ;�Q X gvu��;in wal' board, both sides, to _ �. 2 PARTIAL FIR�1� FLOOR PLAN - - I',t)�cr1 ti:�n,rw bottom of roof or floor deck above. b I N _.) 87133 Date - --- Wood Luad Bearing Wall - 2 x 6 & 16" o.c. with R-11 batt �'�::�. 1 /" SEPT. 89 •��� ' insulation with 5/8" •rype X gypsum wail board both sides ( �� � Oo ���OC� lbw INS, Y interior walls, See Structural• Drawings for Shear Wall Req, -:; interior planning and design anterior Non-Load Boarinr,; Will - 4 metal studs (W 16 o c. with �,�� _ " ' 1800 southwest first suite one R-11 bait insulation 8 5/8" Type X gypsum wall board, both sides, • r1c)„ r:r' ��921.�.!3 extend batt inswation anti one wall board to bottom of structure 5 ELEVATION 6 ELEVATION .._ --- above. ------- _�... _.__M_ _.._.._ , 5 - car r,� I; , I' � �� It port Ian , oregon 47205-5333 � (503) 22.2-•3426 _ 1it:4Yte!�r: I Tilli1�111;111111111!1111111111 111111111111111 1111111 Illllll 1.1111 1111111 111111;Jill 1fI 111IIIII1111111 1111111111JI1111111 11111 11I1111111I111 1111111 i11I111 1111111 IIIIIIII1�1) - , NOTE: IF THIS M ICROF I LMED `� " 1 2 3 , 4 ---..-- 5 6 t _ — 8 9 10 { { t DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. _ _- -------- ---- ,t _ , OE 6Z 8Z LZ 9Z SZ OZ EL ZZ IZ 02 6I RI LI 91 51 bl EI ZI II of b 9 L 9 S b C Z I 1111111IIIIIIfUllltultlitlt111111111111111)111 a �1t11I1tt1h1tt111111aii1,uifillIIII11llll11111111f,11111111,1111111111111111111111111111111611611111111111111111111ti1111111111nn1u�111ui�1�uhlllln1111n1111nllulluullwlt>>�"iut�lurhlul�;IIIuIIImIInI1lI tell ,l;;ll, 1•• ' APRIL � 11991 A a C OD G _ r ' I A � I %�• 1 MECH. ROOM O 263IacK -M��:KEa v SRR. ,�,R6il�*�. e - 'i�r(x01► 1 J i - -r- LFa MENE T 4 �. 0 r Ct.1 V-, AJC•1 2I do WOMEN 4 I ♦ 205 1 , I V� ,'�, � . 1 wobp 7TuO �N,r•l.tr �. n ELEC. LES A�' R � _ _ ,` c l z LOBBY 3 WC• 201 ,` +� I ZO e:;(' N �ar.E vv^ 10��'s..ti �J N ,'f•1� u I I I „ / 1 Cj •" i 11 I ( C7 t a Z LOBBY 4 0 .....J q ., , CORRIDOR - C�. 206 264 0 _ . - _ UJ 00 �." _ T � -W w^...... o.. Cl: z LL J. ',/AKA... •4rJd L1J 04AN Loo,6.W Jw ► STAIR �' � r / L I _ �•6, STAIR 2 J Nl. I cn1 7 4 ., , ( 1 ,�- 1 Ir� 1 ro•� 0" PARTL'AL SECOND f I I FLOOR PLAN SEPTEMBER 89 1 Revisions 1 PARTIAL SECOND FLOOR PLAN ..r r N .�..,,.,,,.,.,..y.-- �......,_......tee /� II ,• N 77) LEGEND GENERAL NOTES One Hour Wall - 4" metal studs c1 16" o.c. with R-11 bait - ME��r X4.3 F'Qa. vIME�� ops, �IMIL�K. Insulation and 5/8" Type X gypsum wall board, both sides, t� I'-x,7��>t- a e.pRr �Yf'sLJM -2 PARTIAL SECOND FLOOR PLAN � I'll�te�'T ��IIIIri,tT" bottom of roof o, floor deck above; _ .— N 87 133 ma-t-+ccp �'�U� lax-r'e.�c4clx- V4&l..l.. , �1 C .)ate SEPT. 88 •-====z Wood Loa. Bearing Wali - 2 x F @ 16" o.c. with R-11 battL �, c -�°c; insulation with 5/8" Type X gypsum wall board both sides Cq �� ad IN* Interior walls, See Structural Drawings for Shear Wall Req. interior planning and design - -� �n Bearing Wall - 4" metal studs EO 16 o c with 4A Interior N,, Load e g (_ R-1 t ban insulaticr, $ 5/8" Type X g�Msum wall board, both sidf- 1800 southwest first suite One r,r. lY:l ir. r..lc�.• e+Fia' extend batt insu'ation and one vrall board to bottom of structure_ portland, oregon 97205-533: (503) 222-3426 F�, OF 56 above i If�w � ".. ._ _ .... .. ,.. ,yw,...wa,9aW+1N•.M4w•r.u�x;o-..noa,-....•,w,wnxo.auw»wti i.�'F' .. - ��NM4� ;� «.- 1 � (�••11111�1+1rl+I+I+Irl+l+ill+ill+lel+111+1+1+1+1+lrlrlririrltll{I'rltlthirlrlrlr�rllllltirl+l+l �rirlrlrirllll)+lrlll+ill+11I+11)�l+l+l+1+i+1+i1M'irl'Ill+ill+Irlili+lel+iri+ll+'�rlrl+l+�+I+1+1 NOTE: IF THIS MICROFILMED 1 3 4 _ 5 F 7 8 9 10 11 DRAWING IS LESS CLEAR THAN THIS NOTI%, 1T IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING' Of. 6? 92 LZ 92 SZ fpz t;2 22 12 OZ 61 81 LI 91 91 bl c,I 21 II 01 6 9 .. 19 S �r b EI-- IZ I ipill IIIII IulIlnl{Iles III IlealliIIllnllUllillllll!Ifluul1r11{ul1I1c1111111611111111{1111111 111111111111111111111111 lltl�lllll111111111111!Illllllllllllllllllll�lll>11111�IIIIl;111�1111�1111I11�ttitll11111111►�Itlllllllliillltlll�@1nbl�IluliluW1�111111I1u11►it APRIL, 1i1991