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9725 SW DURHAM ROAD-7 - FLOOR PLAN NOTES d` )F GT V LOc ATIC.-1N 1 . EXISTING DOOR AND FRAME TO REMAIN . `•' '�1`/� ' - 1 1'.Y ' •� �•„`1' - 1 .• L' 1 ,..I p is REPLACE LOCKSET WITH SCNLAGE D5 I �!1 .__. , 1 . ... •. I , ...�._._.,._=T.- .T ��� . � " � «�!, ,�J ..T-'• �• I, 1' _ :,.�-• ;•_ _..,:;,,.rs•..w t ., ,, . � ,, � .3PD 11Y�N SPA 632 HANDICAPPED ACCESS TYPE . t � ``'.,1i+�a ti .o �t. � �. _ �- � c�:Y• �f ,�,1� ,� � •''"•'`ld,� -, rl CLOSER WIHSENTRONIC M _ I I Z'�q;�•t rite . is = , ;. ..k.1 1 ' i,, .. 1 ( ----- -- AGNETIC HOLD OPEN UNIT TO MATCH I , 141, TIGAR6 r •" ?' ! i �. 1"'I I I __-_�• THOSE AT CLASSROOMS . WIRE TO POWEP. � �" AP < AND SMOK7 DETECT ,�r.,r� ` `:� ',� •� 4='•� 1>r'�• { '.. 1' ( ��:.� r. - rlL EXIST ' t -i1...� 0i�r= lC.IR "1�e�0►� REQUIRED . ION SYSTEM A ky � '� 1\ T _ O CGU I�A�►+1G`( orAlt + ',;•- � , +�,., � � ;t. NU C: !•-•Ir4 ►'., ,_ �1._'� CJf•� 2 . NEW 3 -0" X 6 -8" SOLID CORF. PREHGNG y 6!c 1ST, j LAGE I WOOD DOOR WITH WOOD FRAME AND SCH • ... > - _ ,, _ D53PD SPA 512 HANDICAPPED ACCESS • ` - ; '.�. '•'•trt;• .. �� � `, I '� ,r�`" - -. �; -- -- y-- ^ fly_-� 3 � LOCKSET . MATCH EXISTING D(,JR FACE uvyka - � � tri - - - - - VENEER , TRIM DETAILS AND FINISHES • -11 .. I '► .: ` "�. \ l �•' �, I �-- t: . . NEW PAIR J ' -O" X 61 -81, SOLID CORE ". i, 1 r :), I<' t�'.r -- >t j ' �� � 'J cLP� PREHUNG WOOD DOORS WITH WOOD FRAME t 11r,a.,.. I� �ut1.Y ..... ,... !' �•- 1' \ , X11 /f �.{� '1 y i III' ! y � �I til ,�, .Iv�- , -• ,t i � L._ AND I LATCHSET SCHLAGF. AL l OS NEP 612 , 16 tt -�' / s. �' , .t 1 / \ \ 1�t• r,1 t'1 yl NEW CAln'� ►' " F P- -x 2 EXT . FLUSHBOLTS IVES 458 12 " 612 , ��1' I ALT, NO, 'j• 1:. �. + • / \ rA' �c�• r• c __ _ __ _ 1 D . P . STRIKE IVES 489 X 487 , 2 STOP I�` �� -p AND HOLDERS 453H 90 DEGREE HO 612 1 Y' �1i A. " 1 {, , 1 , '„ -'� en- O �1 MATCH EXISTING DOOR FACE VENEER , TRIM II I �. .r , �IT 1r�` 'fj'i✓i / / \ ettt� �t,1.��� �.I'1, f�-'_- — — — -____ ••1 ~..� J DETAILS AND FINISHES . INSTALL, _ � - CENTER DIVIDER AND 5 ADJUSTABLE SHELVES AT �1 y � EACH SIDE , TO MATCH CLASSROOM STORAGE y / Ta i 11L �.,...E`1'�" e1 '/ / / IIT �7- --- ! / CLOSETS . I EA 5 T, p"�E C E r�T I IG r r- • NEW WALL FINISHES TO ':XIS'fING , e '`� ' • ' 4'-0 4 . MATCH ' ���. PAINT AS DIRECTED BY OWNER . INSTALL V1GIN I T ''( 1-1P.k'� 11.4 coo rya - n I� wAITI1•.1 -- y - "-- — 1, ►, ' \ • NEW CARPET A5 SELE'' architect planner I J �VL. CTED BY OWNERr � INSTALLSUSPENDED ACOUSTICAL TILE 510 N.W. Third '� . '' I' • - _ CEILING P, , 9 ' -0 HEIGHT , ARMSTRONG Portland, Oregon 97209 _ - - GEORGIAN MINABOARD WITH STANDARDPhone 248-1088 El,., I 1 �,.„�},;•- 4ri4 Y� .fli,'tf'T -- t tty'ri- frys turf"-''�C 4ss f`- `-��f i f u: , ...-...__I_ Z� i - , SW 11 ;-r" ST, t'=% '�" ct_v1, EXIT EXPOSED ITEE GRID SYSTEM . EXTEND C,K k!5T,.1 DUCTWORK AND INSTALL DIFFUSERS AS c REQUIRED FOR SUPPLY AND RETURN AIR TO 13�jI 400 .+f~ ./ITE AP�1EA I EACH SPACE . RELOCATE SMOKE DETECTORS ►`S ,BOc� 8� Ex I�'r. �juILIpI N� CpvEP'1ACa!!� w 1'Z "% ---�}------ (rte `� - t TO NEW CEILING AND ADD UNITS AS G►'1 p�+ea F PAP--�I� t ►'JG CDu P'`1Ae;.� CJD `!„ 0 REQUIRED TO PROVIDE DETECTION AT EACH �O, CaG�C7 bt` L.At•JIC�arG;Af'� AI''1E/� = 38 "7"o i ROOM. NO �tJlLlplh.4� A►D1� tTIQh•J OP"1 fAi''";NC.Ih.l��i P"1Sv% r- lor-4 I►dCLuOIEC 5 INSTALL NEW CARPET AND PAINT EXISTING Z ROOM. ALTERNATE 1 : INSTALL, SUSPENDED ACOUSTICAL TILE CEILING AND NEW LIGHT o 1�K 1aT wo-b,-L L ,: FIXTURES , EXTEND DUCTS AND RELOCATE �•� 17- E WA1.1..5 TO 2:DE P"-)E"e)v5CJ SMOKE DETECTORS PER NOTE 4 ABOVE . t_ LULU (NON-rjEAP'11 NCj INTEP"11UP'-'1� r• . NEW WINDOW, SEE EXTERIOR -ELEVATIONS . U) o S NEW WA�.�� , 11-( P"1, P"1ATEIC CG ill-44,-,T, 3 A)T T`!�.-( �, EA. UI*IOFP"� w�ajDUNIG IDEArc:.�'S►.! I h1Ca )A.TT: CAItjT , , 7 . NEW DOUBLE RELIGHT UNIT , 3 ' -0" SQUARE - WP IDEP"'1 Ut7G TA�I_F_' Z-'�J I T"Eh-'1 11 - I .? EACH OPENING , 45 MINUTE FIRE RATED = o rTry 4"rslmnitly ►(12mm)wt>„astuds�4'(610MM)onc=wwith�11-Ils.9mmlI HOLLOW METAL FRAME , SQUARE WIRED ! 1 Q \ / l7,1• X Prom wallbottd applied vcmcllly uc twruonully noted w,th od cocweri'•� ^ `J 17-1.3 w, ,�lv t18,is rt T(1713 mml un a nter wuh end�otn,a•m Wading members. GLASS . $Iyer joints each side, -- -- - ------- _ L to ' I✓ L, �G� P'1 Ire L.A I"�1 0 a4 T. — --T. cc - =r- - - - ----- „ 1 Cr = o L 24 �f �G" y X I �T. Wi ti ICnvV a �' 1 d LL 0 L I A d J. 8►-�E L{- E A . L��^�E P-. �- A l_I__ C A S T y„ P L h w ,L A►--� , TOIL C/a°.::JT�. � W E ST C A tIT. 'Y Y F0, r d v C �. FA G c�, M E LAh• +r.l F E,c. T — ""�"._''_"'_' —tr — ....I F— N O P'1 T t-1 - K�P'�.A.Vv E STACK �/'� WAI_l._ GCT E P'��1=K. t0AIr -�1� WA,L - --- I . o V/ 2 WAI_t— P"'r �+•, UJ V,/ K I --� O Q I-� c.� >`_. N �:. 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Third !OP')IALIr�lE OF TP'1Ek't CA�+C�K' • - ►-+�- ---------�-T- I _ 'w \ i ��A�;, Portland•Oregon 972.09 NO EXCAV^'rierN, VGHiC.6E • NE�y ET, WAi. P.cC F a„ or^� HATL, gYCJP'�, Tc. � ' � \� � � �--P G_�E T AP''1 EA ( I , � I � QGCLIr"1 II.J THI: AP--•,E/\ �'C \ �' �--- f� ' �.i •r o -.. ' . /i '! ! �` .- • o Phone 248 1088 CT P'1 OG 5 .,T E 1 - • 3 �. $® ....H E r i'2 �► I j \�-� / �N FP �Owt Ips�h1A[sQ o f _ - .t NCA NEW 10", 121 M XEb 5C'LtIGS A- NEW 5LATT,-� GHAI�I \� L11J1< FENGt Z GATEv' g. No I0AP r= I ►..tv" 51c�►-4� ot-1 _ � '° _2►3.G4 �� � 1 GAT F Q P/.\vL ti'► Ft•,jT, ALL T�r P.NEv,/fr G LAD e)0 +_l ^ E X 115'T l tJ C� NE. W 2 NP'1, AV*�'`),EA, — fJ Ov�►.,r P-_, Iw'1�vtk�E:tO. �K; ; - ' 2,4,05 `'6Er--,^r-)AT10l4 WALL, eK1°�T, uTtLITIE� \ A1�1o+ t' �H FAC1 �. IT`C z SEE SHEET �Yp1NEW ��IrJ, IsL. .tizL, ?. 14, SIN, FI.,Bl4, W Io0 0"1 T t p t••1 O� hj tC W /1 1 \ �� VA UTIL. Phu 1 L to t►J C? 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III1IiI11liplti! i I IIMAGE IS NOT AS CLEAR AS THIS NOTICE, l 41 l 61 I gl _ II - --- 101_ 1.1 �1�GQ/11 / IT IS DUE TO THE QUALITY OF THE ""'g ORIGINAL DOCUMENT S 8Z 8 Z L Z 9 Z Z b 7. E Z Z i Z O Z R [ B(1 G I 9 i 9 t iD t E [ Z'Jill t '1[l- I1R jS I G 1f! Ir9 I �1� IS Z TI ; 111111�� �� �I���� � ��1 �� ���� ����I���� ���II��lll���� �l��l11��l����l����lllll ll��ll�u.��1111111111L1 lllllllllll FILTER FABRIC MATERIAL FILTER /--USE STITCHED LOOPS MAY BE USED SHORT TERM 36" 1MDE RCA-LS FABRIC / OVER 2"x 2" POS 15 W/ UTILITY WORK AND W/ \ _ MATERIAL I PHASING OF DEVE'OPk"T Ic C14 Fill I _ - -- f • Tib MIN P ut 2 110 IS ' Y l� • STRI:.ET AREAS ( OUT OF STREET AREAS ' _- PLUGGED TEE PLUGGED CROSS ., I I(. )YtAXA_VJM SPACIN _ - SAW CUT _- '"-- , AERO r L _ (rR ..AP �__-__ _..__--- - ------- --- 6�- it .•'r 71 ll CATCH BASIN AREA DRAIN �� ExIsnNC StCI`W)N_• ___ __ ..__ RESURFACING � NTS NIS FRONT VIEW SIDE VIEW Of 5/4• �,• __._ e NT'( NIS A ° ° '°• o'o °•' 7. 7 0 W ° O O / / � l ° ° LATERAL PLUGGED CROSS WE I ° ° O /� L-_�� A ,--ANGLE BOTH ENDS OF FILTTR FABRIC CLASS B Ff�1�7�TL THRUST BLOCK �CHEQULE f ENCE TO ASJJRE SOIL IS TRAPPED i r'• __ ° BACKFILL ° CLASS A • - Cj L � (dEARINr, AKA OF THRUST BLOCKS W SQUARE FEET) I 1 v W \ N T-Y-E�--- _ _ ° ° ° BACKFILL BURT' BOTIUN 0+' FITTER FABRIC 6" 0 0 ° °o ° / fIITING 9OVEND, TEF, OR 45' 22 1/2' 11 I/4' SITE (INCHES,) PLUGGED CROSS BEND BEND SEND - VERTICALLY BELOW FINISHED GRADE / 4 019 2 2"K 2" FIR. PINE OR STEEL ° o° • e FENCE POSTS ° 8 04.0 02.1 a 3 - INTERLOCKED ��4` O" •,° o � Ipr 8 07.1 059 02.0 a.3 3. STITCHED LOOPS TO BE INSTALLED GRANULAR BACKFILL e o ° / PLAN 2">< �" PosTs oowTVlnl/. sloE OF SLOPE. o , o o � - 11 16.0 06.6 04 5 02.3 AND ATTACH - ° ° ° i 4 COMPA(T AL1. AREAS OF FILTER FABRIC \ ° Y � � !6 20.4 PS.S OE.O 04.0 TOP VIEW TRfNI N 1-- ? o ._ ° /. -• 24 64.0 34.9 In 1 091 NT` �~ .,r• ABO'.E BEARINf, AREAS BASED ON TEST PRESSURE OF 1.50 PSA. ANU AN Y A ACV'MC I=CEL.A - COMPUTE BEARING FJFENGTH Of CNFFERENT�iE$TPRESSURES D PER AND Sall BEARING a FLOW EQUARE FOOT. 70 -AS��ra` �. ' '�.. _.__. = .. nn u n S oiYCN.orxr+ •+ l STESSES, USE THE FOLLOWING EQUATION ' ,• NEAWMG AN[AS •• (TEST PRESSUM/1901 X 0W0!VX KA4W4G STRESS) X (YABU YALIK) NOTES. n ��� I. CTRADDIE BLOCKS IiF.UU!REO Wt1ERF LINES MAY SE EXITENDED IN FUTGJRF " PIPE BASE SEE DETAIL. NG %I 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. LS 25' M. ° , � BACKFILL IN STREET AREAS 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ( a�� 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN SECTION A-A / F 55 1 IF S/w IS AGAINST CURB, FILL ENCIRCLED ON THE PLANS . wg 15 INDWAIES 15 SQUARE FEET BEARING DITCH INLET CLEAN PIT RUN OR 2" MINUS GRAVE 1 QST C� I� RUIK TO BACK OF 5/W AREA REOLTIRED $ l/ 1t'` g 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTMti SHALL BE AS �jEIGPNIS (;Er1A111_EA DE FORFfNiM ED h� ' tF S/W IS NOT AGAINST CURB, PRESSURE(5ICATED ABOVE, iWD AL�L�WABST IF NECESSARY,LE01 SINCOSTRE$S(ES) SORM 0THE 7A(FO INTHEFTII ROCK 2' BACK FROM CURB SPECIAL PROVISIONS. i 9' AIN. 6 BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE BIOFILTER BACKS °�"' PRESIDEFICE OVER HEAWNG AREAS AND BLOCKING DETAILS SHOWN ON T��I� � PIPE BEDDING AND THIS STANDARD DETAIL. BEARING AREA of THRUST BLOCKS ARE IN $pUARf. I FEET. BACKFILL DETAILS •2L';' MIN F(1F+ SINr,I.E. FAMILY IRU DUPLEX RESIDENTIAL A•DAOiW•. •e NU SE:AIE REFERENCE APPROVED [1Y DRAWN BY Il10NEElMU UEPAA"ANT ten" •� �-- STANDARD THRUST ppD No. 1A-40tl OrGO) CAB '20..w"■w 4 0MVEL CONSTRUCTIQN SCALL 0AIE DWG FU aTr a UMS �aD 560 CITY OF TIGARD `" 'o 0,4 Tack I"e BLOCK ENlTRANCEOREGON N.T S ?.9.9' s DETAILS\MPEHED.DWG �� ,...a,.•.R _ r ) , i SIDEWALK ADJACENT TO CURB OuTyIDE OF wITf41N 1- 18" CAST IRON 91C ° PAVEMENT FAVEMEN' VAL_VE. BOX TOP NON-SNRIHK GROUT . -. ..,,...-�.....r•--_. O° i STANDAPD CAST IRON FRAME AND COVER - Ld' BREAI( rLANGE SIDEWALK TRENCH WIDTH 6" PER DRAWING 260 SA /'`'�STANDARD MAN+IOLE �-p�Ip EXISTING PAVEMENT- D(G OU7 REPAIR -';AW i UT OR GkINDING MIN 18' CAST IPON 910 BOX---_ __ ORAOE RING I?' 1 ` PROVIDE 24' BY _ MIN ! 4' THICK CONCRETE +" MIN 1 PAD (SEE NOTE 4 - ° 3' I f�2 ;s DRAIN ROCK ' FINISH GRADE N MI HAND TAMP BACKFILL �' --- - �.. AC ` / 3000 PSI I��h TAR PAPER (MOISTI. �-ADHCMyE � �'� � 6" DUCTILE IRON PIPE AROUND TOP SECTION—- 6' MIN. COMPRESSIVE STRFNCTH 1 -_u2' MAX. MDORAN[ ;�,( ' �. --WATERTIGHT PIPE PLUG � ,.; :, RESTRAIN ALL JOINTS W/ CONC. THRUST BLOCK t WITH 3TC>P5 . •p o 00 Yo .,:t \ "FIELD LOk" �1R EQUAL GASKETS MIN. ' AGAINST UNDISTURBED - oh pp c° opt"�oo�o ACGRE% --Y �a-,--- > EARTH BEARING AREA �--- o ° a Ab o ao e ,ATE BASEROCK �' ON BOTH SIDES OF PIPE _ - d 6' ASTM 3034 PVL -.-_____ I - �-PROVIDE 3/4'-C FOR A (CONCRETE IDIMENPON5 Ti /-- 11ERODSMEN PER °_--_ -_��-- ^1^n i`{ 'R SMINIMUM OF E` AROUND ARE MINIMUM5 EON -i _ ` 0" MLI-P LUU K[ INt 7J - MINIMUM T REFER TO DRAWING NO 56 MANUFACTURERSCLECOMPACTED SUBGr' �� GLAND (f.BAA IRON) STANDARD CAST IRON FOR BEARING DATA - 12. RECOMMENDATIONS -CONCFE TT PIER / 8" GATE VALVE FRAME AND L'OVFF PLG. c M.J. (SUE D ITA N EXTENSION MIN HLO(K / N (SUE DETAIL N0. 505) PER bRAWINc Iso-sA �' L/ • TAPPED 2" LOCAL. STREETS: " SID TER - - !7 D WG, C M J. x 6 PLG. TEE A , OR OTHER AC 6" ASPHALTIC CONCRETE, �� ,',•.. _ _-_- ___. _...�� . .- �_�._; ___-- FITTINGS As `� STRIP AT CURB o i REQUIRED AB 4" 0-1/2" - 0") AGGREGATE BASE:R(Y'k SIDEWALK AC 8" ASPHALTIC CONCRETE OR 3, MIN BREAK FLANGE JIM ----- L �.,. . .T; 1•r. •:., � ,.. . �' MINOR COLLECTOR 5TREETS. NUTS � .•fir,. `•.. ..._ .f `...>l. 4. . _w T ;yy;..�t • ',;:;.,.' /'s. 3101 I HYDRANTS TO BE MODERN MUELLER CENTURION, A 442,(OR APP'D EQUAL} 6" M.1, 5 I/4" MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT MTH THE FOLLOWING- T N 1 ES: AC - 7" ASPHALTIC CONCRETE, A OIL RESERVOIR "'•'� AB - 4" (1-1/2" - 0-) AGGREGATE BASEROCK L r RETAINER GLAND—" - DITCH LINE B BRONZE ACTUATION NUT I) VALVE BOX N()T TO REST _, _ 3 i :• OR C BRONZE SEAT RING ON OPERATING ASSEMBLY, r.. ti _ i 2) OPERATOR EXTENSION ' 'W + •. Y u •' 1$� - - 4'.AX E SAFTY WEATHER SHIELD CAP , , '� •� � '''•'=r I'- ,MIN. MIN. MAX. AC - 9" ASPHALTIC CONCRETE E SAFETY SLEEVE (,OUPI.'N( REQUIRE") WHEN VALVE NUT IS DEE:'ER THAN 3 FEET �� , 24 PLAN ►.GAJOR COLLECTOR STREETS' F. THREADED NUZZLES WITH "o" RINGS G. NATIONAL STANDARD THRF_AL'; f,.MA FINISIyED GRADE. CONCRETE ENCASED RETAINER C;LAND(S) 2 SAFETY CHAINS TO HE REMOVED. BOTIOM (,IF WYE QUANTITY BASED ON PIPE Sltf.: 3, HYDRANTS TO BE PAINTED USING R-1317 SAF'ET'Y YELLOW OR AN ALTERNATT APPROVED 3) CENTER VALVE BOX ON 314--0,73/4•-0 r BY DISTRICT FIRE MARSHALL AXIS Of OPER NUT FOR P(Asnc. PIPE STRADDLE BLOCKS TO BE USED Ar: AC - 9" ASPHALTIC CONCRETE, AB 4" (1-1/2" - 0") AGGREGATE BASEROCK 4 HYDRANT TO BE INSTALLED TRUE AND PLUMB 4) PROVIDE 24" SOUARF BY 4" THICK -� I. END OF UNE BLOW OFFS 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS Cf' HYDRANT CONCRETE PAD AROUND VALVE (�--- L'4'`--~i 2. BLIND TEES 6 IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. , BOX OUTSIDE OF PAVFr) AREAS 3. BLIND CROSSES ------------ - VALVE EIOX TO BE IN ACCORDANCE WITH STANDARD I)RAWING NO 503 OR AS APpROVfL AS SHOWN IN CONCRETE PAD DETAIL CONCRETE: PAD NOTE (ONCRETF ENCASE ENTIRE WYE SFI:TILIN AND 45' BENI) If i.�N1lREIF- PIPE 4 VERTICAL BENDS BY ENGINEER. ��y•yy� ldyy���� PAVEMENT DIG OUT REPAIR DETAIL n+RusT BUJCKa SHALL NOT BE PLACED AT HYDRANT LOCATIONS , '-.- w••„.ree°. NO 54ALE NO '.CAL4 e�"E"�•R.T• - 1/1'�OYf!�! NO y.;Alf. "ILISTIN P. MICHAS EwxIE.[Rwc ucrMmN! - TYPICAL GATE MWER"O r41•ARYNENY .--AOUlTIM P tV1[NAS_.__ ( M4. REFTRFNCF APf�1T,1VFU BY DRAv44 BY 'WO"OMAR ._._- A�TrN wucNAa �. »�..° uwG. No. er,ow..a (:AA CAB ,,,�e. ,,,,u�,,, FIRE HYDRANT � - 8�'A�JDARD CLEAN OMIT' ,, .x„, ,�„ STRADDLE BLOCK C"TY OF TIGAR �, w q; .an.■ nri ww Dwll. NO "wft 7110 0°.,ff] low =$A em klAf " ITIN VALVE 503 � �� W-eX MARCH It" 561 � O4..-n°, w�Ial ,RN6 542 aTr ar TIIOMO '" «•••" ", »•"•' - s�,� cm(X lowo _.__ _ INSTALLATION ---- -- RR.. �� ' 9C Alt ne'E lE .ec° •11 •`„�,,,�ave OREGON N 1 5 7 9 oY I Of (Illi avers ww ar.eoM.uw� 7 T SOB TL,L O F 1`J3Q~ YM Ftt+VI4IUN 8Y APPROr.D DATE I 1)�r �� _ l�9 CLASSROOM ADDITION FOR S.W. CHURCH OF CHRIST - TIGARD G No �9 I N FE' �� '. JMM F 15 3020T LMGR 3 9 fi ec TTTT,F .,_�. 9c'A. . - FIRE HYDRANT AND STORM DRAIN DETAILS N.T.Q. 1 3 / ,51 f_ . 8Th AVE. , PORTLAND, OR. 97202 . N PHONE.: (503) 235--8795 Durham Rd.9725 n _ BUP99-00138,SIT99-00018 �� ti4/F '""MCI Mlooa FAX : (503) 233 -- 7889 Sof 11 FXPIRES 12 31 2000 PLOT 0AiE: MARCH 18, 1999 ZTEC (,AD FILL:F1 `:�,3U-2.DWG I I 1 I NOTICE: IF THE PRINT OR TYPE ON ANY I r 1 I III III IIIIIII III III I I I I L I I I I I I I I I I I I I III III IIIIIII III III I I I I I I III III III III I I T I I I I I I I I I III III III III III III III III III IIIIIII 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 111 1 1111 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �� ' I I I- I 1�I ja,'; -1-- -- IT IS DUE TO THE QUALITY OF THE _ "°3g ORIGINAL DOCUMENT Ib E z [TitlllN I - I ' II11 I I I I I�IIIIIIIII�Iil�lllllllll IIII�IIII IIIIIIIII Illlillll IIIIIIIII IIII�IIII�IIIIIIIII�IIIIIIIII Illlillll Illllllll�lllllllll�llll�llll�llllll!II�II!IIIIII�IIIIIII!I�Illl l�lllllllll�!ll i lllll 1�U1 �lll.11l l.IllllLl IIIIINIII IIIIIII III IIIIIIIIII�IIII�I III I ILII III illl II FINISH SCHEDULE LEGEND ----- _ROOM FINISH SCH�=DULE ' � ^_ L- CPT CARPET" GB GYPSUM BOARD OPER OPERABLE WALL DOOR S C,H E DU LE For _--- _ _ rlort ¢ast SOUth w¢St c¢ilin trim I^¢marks WALK WALK- -�r-' MA1 VWC VINYL. WALL COVERING F�.CT FACTORY AP!✓LiED IZ¢ _ Ir¢ �rorne oom nam¢ f Ir base -- _ - r RUB RUBBER PNT PAINT WD WOOD n�, typQ rnat fin - fin rQrnarksmat f'n !mat fin mat fln f11at fin Inat fln ht Oat fin VIN VINYL EX EXISTING ST STAINt r di detata' S mat _ -- c;c.• pNT 61X cb P 1 �/ ►-+r1 ►oN 'r Ht•�1 F►-�T _- ' _ GP �� r _ _ - _ _ _ SELF SELFCOVEpr„�C3 -O - g ,� E�� - FLOOR PLAN__ NOTES � "M 10 t-1 T - 1-I H1 rr bT, COP'' ✓ ,, «. -✓4 µ 4TMiTtLM - -- _ - - WtlWf BHUWN 1,0/4- N►-, PNT �T REMOVF LIGHT FIXTURES , PATCH OPENINGS THROUGH EXISTING GYPSUM BOARD4 G '3 c' �0-8 I�/4 HM P►JT - 1►1+"� 11`1 �__-- -- ,c�T C,�A4° *. CPT 9iub ob Nr LK Pl:T r< pt-:T F I< P,4r �b pNT � F.A - SEE w�'TES 1 Z CEILING AND APPLY ADDITIOivAI, LAYER OF 5/8" TYPE X GYPSUM BOARD PER UBC '^ C - �- - _'mob TABLE 7 -C , ITEM 21-1 . 1 A5 FOLLOWS : - , I-'1 r'.� �1 KE IpET, HuLG+ ppEN fff,` _t40.F _ _ _ ._ va.'Mnd. Urt�IM(r OrtA 3 0 C� ,3/4 Hl,--1 1oWT I /Y10--t tt T' S Q - ViN SFIF � vwG Cad% wc: - vvf1_ - YwG _ t% � 20 g Wd s1 2C)� N ��"LAP�FL Asa' • t LST - _. ._ _ -- _ APPLY AT RIGHT ANGLES TO TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S ORc T W IY^ '"' e-e huCY !- �hIT PiI i �K PNT v f'NT W>'I E.T �;E f` ''� } 4 TYPE W DRYWALL SCREWS 12" 0 . C . AT JOINTS AND INTERMEL,IATE TRUSS . FACE4 Nllp F,T ?0.6 \N0 S v1'.< pw�' -. _ ,g_t� LAYER .70T-NTS OFFSET 24" FROM BASF LAYER JOINTS , 1 lit" TYPE G DRYWA- A - �_U CA I�/� W,p 5T 20 c - \N<.:j ST SCREWS PLACED 2" BACK ON EITHEF. .SIDE OF FACE LAYER END JOINTS , 12" O . C . ( I Ccr"s t.t''t_►'.`.1'9' b E7 PNT G+� Pr.a f ICS A 3-o Cr it It/4 wYJ 5T 20 VY T- - t I �-�P N. Gc P rP 1, cV T _ - 11 ►� 9j.p -� iN/4 VJ4= �1 _ ?!� >r, WID T - - _ EXTEND DUCTS AND RELOCATE SMOKE DETECTORS AND OTHER CEILING MOUNTED I p 3 0 8 1 �/4 wp 5T ?0 5 wla yT - -_ [_114 1 HV) CGp '.t"� • �+ f ►�wtot•',�r•l VIN �• 1F Vw vWC VWCEQUIPMENT AS REQUIRED . b -o co-6 13/4 V`n 5T D•aW(L T -_''/4 �'.'� S�' 'j0-c w� �T ---- -- M�►--i - 2 . APPLY ADDITIONAL LAYER OF 5/8" TYPE X G'iP5UM 30ARri TO $OTR SIDES OF tQhk,- Ic I VCT Y'ut> At"rlT MINT Fllr PNT - 41ALL , PER UBC TABLE 7-8 , ITEM 17-1 . 5 FOR 2 HOUR RATED CONSTRUCTION AWK^ FaT 70. 5 - w 10 5T !�~Tc) tI_ET `r+►•1 ;�H1,F VWL J'1NG VWC VWCFOLLOWS : ICs �•O Co-P 1='/4 w U ;5T ?- .1 v�'b 5T - pNTc� ro-b �/4 v`IT tDAICAP")E V<.� 91uR'a + PIT puT rAr�T _ - -- --- -- C LA5'� - - FACE LAYER 7EFi0ICALLY OR HbRI7.ONTALLY AND NAILED WITH dd COOLER 1 P, � �•o co-e 1 � w to 5T 2C w IG� L.'�' �w1D r.9� ?!) 0 SZ __ - r LINF_ I ►tet G..r - 4 - _... 4 wn P.LA,►-1 '3G G►,AE.S GP1 - 2G tp '-G) >-C /4 wb P,�/�r� / 5 -__ _ - REMOVE AND RE--INSTALL CHALK AND TACKBOARDS AS REQUIRED . ca,-6 I �/4 Wr) 5 T - - w�� 5T ----- t 4 1 CL/, Oa' FAgt , - 22 A 2 co u•r: I '/4 ��� J5*r - `^"o �T _ t2'2 C.LA;-,r C1DEI� FACT _ - 3 . REMOTE WOOD SIDING AND 1/2" GYPSUM SHEATHING FROM EXTERIOR SIDE OF 11 TYPE 2 A 2-co Co_d 1 4 w o S T - W Io :�T _ ------ 12 3 GLA! --_ - - - ____ ?XTSTING WALL , UP TO THE TOP OF NEW CORRIDOR 1 HOUR RATED CEILING S I CLA�,cT GES rNY - - FORSYSTEMHOURPRATEDLY BCONSTRUCTGIONSUM BOARD AS FOLLOWS : UBC TABLE 7-B, ITEM 17-1 . 3 3 24 P� •o �•e: t'�/4 wo ,.,T -_ wo ST - - ' 2� PP"iA 2 -ca Cu-15 I��i4 wn sT_ - i wry 5T _ ! Q� pp•1 A ?- Co Co 8 !q wo .` T - w1� �T `�) 51 W. Third �,,� APPLY VERTICALLY UR HORIZONTALLY, NAILED WITH 6d COOLER OR WALLBOARD architect • planner N AT 7" 0 C WITH END JOINTS ON NAILIING McMBERS . STAGGCR JOINTS NAILS S O N Th 24'-O" 2� c2G� G1 " --- ---_._.. _-.---- _..-- EACH SIDE OF WALL . l,crtlon Oregon 2 7 P Pn A 2 C-0 C�-e 1 -5/4 w 0 S T - W C) ...T _ _ -_-___ - ZC� 0 d,Or Qn 97209 28 PP'1 A Z -co co-e. �_, !14 W10 5T WG T - _ o,•e,,. 1o,,�.r Io .c •, 10'- �" lea'.a ta'•G I - pj pf-)A 2 co e I ✓4 w t~� -`^-T -- W Ito :T I I J _____-_� _.._..._,4c. .--- Phone 2481063 -- �- _ _ _ -- -- -- 4 . REMOVE GYPSUM BOARD CEILING THIS AREA AND REPLACE WITH 1 HOUR RATED P"1E 10-L!aC 17- LA't;.►•I . I ?gyp Ex►..T. -- - - - -. -' -- - -_ � l -------.-..�.._.._._.._--.__.. - ,t�-_.____._______..-..� b541 ET i ` I � CORRIDOR CEILING SYSTEM. 5 . REMOVE DOOR/WINDOW AND INFILL OPENING TO MATCH ADJACENT CONSTRUCTION. / 100 6 . ALIGN CORRIDOR SIDE OF NEW WALL WITH EXISTING . I t2 j \ -, urW 5 _n�� SOTTARP X 4" THTCK CONCRETE SLAB, 1/4" BELOW INTERIOR SLAB ELEVATION. t 0 I ?� G L./�_- :. `- -- A5 G4� �3 CC 8 . NEW 4 " THICK CONCRETE WALK. A'� OCG . t 121 r _ 'Fr-1rr r , �t2 I -) 5 1122 I' 9 . FLUOR SUPPORTED OPERABLE WALL UNITS . w i �-MHTG 1-1 i 1 -G+�'.,A P 1E I I C�LA`. ` �r Ex%6T.wG'. tNlPltrlsr7 � -�I 31i � u" 1J11 TP' I oA 'TKP., i_ GLA�;> i I " �u (��j I _ � H e I - ,I _ 1 � 9 1 i7 10• INSTALLCHALKBOARDAND TACKBOARD, HEIGHT AND LOCATION AS DIRECTED BY THE �/1 IM2 J/► Gam, I I �" I V/ STA t N To --� 12" �2" A ...,- cc M^IcH - - y to �PNI - tp _-- 11 . MINIMUM 22" X 30" ATTIC ACCESS . � 0 i t l r--- ----- - - ALL, O - _ t� - \ / \ r- I�,�� T ���� 12 . INSTALL CENTER DIVIDER WITH 5 ADJUSTABLE SHELVES EACH SIDE. Q E JJ I`�� 1 I VERIFY LOCATION WITH ARCHITECT. - 0 13 . BABY CHANGING STATION, 1 C> EQ E 4 '''2-� '� �J ( 121 -6" X •. ' -0" K 4 ' THICK CONCRETE PAD FOR CONDENSING UNITS , COORDINATE LL 14 I ------ - - � - - - - - '----�r-------- WITH MECHANICAL . - 1 - --- --- - - _`=_� _- - ---= - -� L- -� n 15 8 ' - 0" X 4 ' -0" X 4 ' THICK CONCRETE PAD FOR CONDENSING UNITS , COORDINATE „--- _ WITH MECHANICAL . iDoor TYtpC �.> II �� �5) ` cc + \J\1 \- 16 . EXTERIOR WALK TO BE 1 /4" BELOW ELEVATION OF INTERIOR SLAB AA. DOOR. 1 - APPLY ADDITIONAL LAYER OF WATERPROOF BARRIER UNDER SIDING AT THIS ENTIRE O 1? V" n co►.stx�T /�P''�L> 13 Ab occ 1 Zoe I ' E I WALLY-_--_ �T 10) MEc�1N v z " 0 � 0 bs _°- `'--�___�---s_- --• •------rye... _--T---1 Q v/ 2 I HIaCPca I L1 WALL FULL. �7R1'.,T, `• ..7, -- COP'1P 1t t00P''1 CE I L..I tJ<� CC�1•.1 ;i t' 1�1CTE1p 1 I I II_ecY'st �J I 1, w: r-'TH n� MEG.-,/ r.t�Y ... t. �"�'•! ti� (r T t�/E A L L_ A ^ E M L Y ►n E r''1 ' 1 I � �'� \ 2 _ I J PF1C I(.K)�4• 'J . 4-,'25, 1 M E T t--i G�' 'Z . 1 ` C- ' = P'�6 r'l. ►pE L F�� x x I _T P *-)v "), 10�; , I zI L�� C�Y1�. �1G► 511A�L i ! 1 `�� '� A' G�P�` - C O I,_;^,I 11-1 p.'r'E C� L O t_ t-1 C a GY F', f`�+0. F I -� 3. I oer 0 5_; o e� T E Y jc, t�ID, S t-1 A LL- I 7' 'n I /0) � - I� SIIUE G� -- T I N AT E: r 2 1�'F'E�''"� CFF t L.►t,.!C:, <-,-t P. r-�t• �.I i O �� wn M ? 5 l i CLA35 IC)) tQ) o��tcAl--,� IDi►.YCA�►P"►' C It�l A���C-I-�► �L.Y SHALL. PaE tAw. W �� o ' iia► ! --���� t� J �x'4"t f l _ U CE I L - I q' Ger , i I F_?) Gcc, �1 (e 1� `C' ' �, A. /I 0 _ c � + I C.A - I I L��LG v v } I , � h��t'd ._-...�--� WOr''1E� U VI .�t C- 7- I T t t-'1 ( , ( 11 C { t��.G ABLE � , W r I_! �_ ! M I ,? lo � U y4-a ' - O I FGtY"� I Hlr't , F fF P'1AT C �:; CON "T', > ( 1i I car `- Ex15?, ` In 0.018 inch 10 4(i mm)1No.=S carbon sheet stccl un­a channel-shaped studs Za"(610 I - t a U __ Tpl LF T 10"1 �� 1' mm) on center with one full-lencth laver u( 5!N" ('.59 mml Type X gy%um ( d ® 1 II vi 1 IQ / j walltr ard'applied ventcally attached wok I"(25 mm)long No 6 drywall screws t0 each stud.Screws are 8"(203 mm)on center around the pen.aeter and 1:"(305 mm) /,�� lb-1.1' o�)center on the intermediate stud.71u wallboard may be appl)�d hortzontally when I (2 fa l - 1 .� _ ` -�_. i - attached to 3`'s"l92 mm)studs and the horizontal)otnrs are staggered with those on ! h - k- the opposite side. Screws for the horizontal appl)cauon shall he 8 (203 mm)on I _� I ---�-} I I N�ul<'nlF t I w' IIS Z� It MST G %� ceder at ventcnl edttes and 12"(305 mm)on center at mtermedtatc studs. I ITE VJ I HP 1 ��- I X 1ST, j� I p Nr1(�' !Jg Z 1'� �'•Cp" l� 0 ZO C4iALICI�f i' FIAT AS \� �'l, `J IOOv;t•t GPT. VC.:T w. I V �� O� -- f /' O 141_ )- v -T i O ' GOP-r('"1 i \s- GOQ' �-- -_ _ COP'-1P" �;1G�P-� WALL_ CG►-:�.T. 1-t,a�.1.- IAF I - I �a+--n��.... . I �o�. �, F -__ k .�` '�; Iv» ¢� ,-!ro, I* -2 IR 4 v4 c)U►-_.• sT U 4)�,, C� t cc"0. C. w/ CaY P'. I I 1 � �b, � I H , i c a p"t p•-1. �� �' _ ._. ,._ ._.-._ .-___ _ - ___ . �b. Q�4aTH t rr,E IQE P"`1 U�7G `raF:�1_E 7-�, �• - -_" _.1=I' - --- - U. hE1-t�v� crJ►.><, Ex).�T. c-a�,c - 3, Ott sheet title ITE►- I-T•- l ..n I N iY"1 =1 P-'1E F'�,�T EIS I �` as „I UlI otos U. ' P,Eicc.oS vC�P.t.w / w�.uc a �T^.1 tr - ,� F�.00P''"1 I GONEaT� I I- - z S 1- b .4"(610 mm)on Celtic;with 'c' f 15.9 mnu - --- - --- - - -- I T T P ' u by 4""151 mm by IU2 mm)wrxxl studs ,,, - L � p � ~ C- 1 I � ~E� �� •� ', v ed with 6d cooler �. 1 � i - j I \ -, P"'�lvr4C' tAL•W L&V!'L _ I !Tvpc X gyp wallboard' a p ied vemcally or horizontally nal ` �� t 1 O N �' { C8 WAl K. a. --� 17-1.317.18i,wallboard,v nails at "" 1173 mml on center wrth end jurors on:)atl(nu met" n. I �� 1 1 � m ,► �I � tx $��� Stagger joints each side. k0� -- -------- - ��-___ -- \\ i � .o►, a-o � '� � -_--__ � Loc. ��� C O F ..t �T. GC)o_4c. P'1E't, WA61i_ C ALT, 21 H P'"'', C i+" P , I P' 1 WALL 8. C_ `c 1 �„ 1 11.1 C L A►.,I kms: c a,t C k . -----11 /4 GENERAL � _ -- _ -- _--�--'- NOTES NEw cC�I IC- V,"'NL_H' tel r, 'S2'-4"vl�P"�tn1C`f_ CO projectno. 5 �.T^t �- ----- _ �� e-, ,=� r WITH REQUIREMENTS OF THE STATE OF - PROJECT SHALL ;BE CONSTRUCTED IN ACCORDANCE Q \ p/iP^'1K.t OREGON, 1998 ELITIUN, STRUCTURAL SPECIALTY CODE , BASED ON THE 1997 EDITION ,/� ' �' GC•)1C. C�jfl-1 date UNIFORM BUILDING CODE (UBC ) . _ _ P'1ETh1��1t.lG� ` ��►-L- O ' LA►�C�_ GArG "'�- -- -�._.. _ -. �- ALT, 2 ) uP AP" E✓� �. - • �EvV SEC:,"ENTAL. CC)NC , WALL. 7, <_� i � ► BUILDING OCCUPANCY GROUPS ARE A3 AND E3 AS NOTED ON THE FLOOR PLAN . Ex i r'`i �1=>C� <=v►-4C CLI' �, �-�---,W.--...�._.� (S E'.F A�.T,- - revised CONSTRUCTI )N TYPE SAALL BE VN . 3 =`- LAN105oAC' AP"' M^ "NEW BUILDING" AREA FORTH OF NEW 2 HOUR AREA SEPARATION WALL 1S 6520 SQUARE �� AP--1F�c,� FEET ;ADDITION OF 5776 SQUARE FEET PLUS F2EMJDF1ED CLASS/CORRIDCR) . `�- x -� �-_ - - -._ t7 - _ --y,_. =-�---- "� S E w 2 NST E 2t A sheet e e t COMPLIANCE WITH THE STATE OF OREGON ENERGY CODE , p, wA�.`` �E no. PROJECT SHALL BE IN COMPL. / - '� A►�►o , 't 1 ��I�1 E �. t � �-, PRESCRIPTIVE PATH - Z01E 1 AS FOLLOWS : -- -f -------- Ni.'v/ ExTP"iLl1G�Eta NEW W,ALL�,a WALL AREA = 3408 SQUARE FEET , WINDOW AREA = 600 SQUARE FEET , PERCENT OF GO+ �t" , CUVi�J NO Cl 1l�F .ICaG� 11•-1 VINDOW AREA = 18% -- EXI�,T. A' f't-1 . -- 0CC1_IPAPAC_"< Ex1C,TIr.iC., WALLS ll y t r- r r •� - s -19 - - - VV A`;�� �C �^'7� P1'1�E►�1���/�� �f MINIMUM REQUIRED ROOF INS')LA� ION R Durham Rd.9725 ROOF INSULATION TC BE INSTALLED = R-30 ,3UP99-00138, SIT99-00018 MINIMUM REQUIREI' WALL INSULATION = R-13 / I 4of 11 WALL INSULATION TO BE INSTALLED = R-21HD � CT •.,-- � E C.' E N � MAXIMUM WINDOW U VALUE U = 0 . 54 Oil WINDOW rJ VALUE: BF PROVIDED U = 0 . 51 1 PERM VAPOR RETARDER SHALI, BE INSTALLED ON THE WARM SIDE OF ALI, INSULATION . NOTICE IF THE PRINT OR TYPE ON AN III III III III III III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! III III III III III III III III III III III III III III III I ! I ! III III III I ! I !I I III III III I i I ! I I !I 1 1 1 1 1 ! 1 III III 1 1 1 1 1 1 1 III 1 ! 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WAt_K ALI;i �+~e2 0, 70 Lh-40E rO I ►J Of Durham Rd.9725 BUP99-00138,SIT99-00018 F1 of 11 —• -•- _r� A L1 I--4 �O L _..�.,.,....._,._....�....._,-.,.. . 1� NOTICE IF THE PRINT OR TYPE ON ANY 111 111 III 111 III 1 1 1 1 1 1 1 1 1 I I III 1 1 1 1 1! 1 1 1 1 III ' ! 1 1 1 1 1 ! I I 1 1 1 III III III III III III III III III III III III 11 ! III I I III I I i 111IIII III III IIII III III III III LI I 1 111111� ! ► I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � � - - �C�in 7 o1Gr-5 IT IS DUE TU THE QUALITY OF THE No,30 ORIGINAL DOCUMENT fi�t; 8Iz 8�S Lz 9z Z 6�z E�z z tz a�z �[ R�I G�t 9T 9I 61l £I �ZI It t �IIIIIIIII�IIIIIIIII�IIIilll it I s sI lL I e gal 2AI I�I II III IIII I Illllllllllll Illllllllllll ill ►►II11111W�11U1 ll�lll I� 1 u111 � I � r 4 1' pP'�O V►tQ E= 5 C t-t E IC U�E O �'---_ .e H A t L I>-J e-j TO E A.TOP t, IJ it /�'`P `� V'J A L,L- �J � ecl C•' cs" ��� � .-c _-�- TDF G 1-+,C�(�.''1Y.� O f= T Ey"'1 U fa M; %A . S T U D � PAW EL t:Ip U E:5 —` �,.r I�. 1 d EA , STUB OF: IOout..LIE TYraE 5HTG. 5110E.+ Et�c,E A►-4CHcp" ►-4OLIUOWt,+dp 5►LL =LP SHEM-N j�j `'�oAy�y QaY rp^1�.5� _ _ icr�lC3 OFQ WA" IbOLTe' C 61►-%p6c ) WA10ilC , TP^A►�..,i=E P^ �Y �"'/ V�! ,�•:. TC'y , $`f 1..1106 !p IE.A, NA1`i1•lu r c. +.r!ATCH fwxt T, . MFG-, C0 C,LJr1- ICAC., 9-'l �tJC;; . �t `- t 1 .. ., CGMP, P"1G�CCJf�1►-lU - -- -- t —r �1 A4� -- E)LOCK ALL Idt`fVV0, -0CjF A /[ CCJX C�[• Cy' �L�" X10 " gtprI ,o►•l / 4 • Gni C?„ D�.:TP '�Ir f I - II I II y -- --__ OWE - e--- ! �sr'r-O U, L.5TG45--- 1C,odC.c9 Zcot : -� Com' 4 C�.G, HAI t_ TCS t f-ti - -- -- I - ?j 12 cCa>< oHE PadC 3" ~ '/2"� N la''C�►� 4'a.c. 5TN 1a 1v -J Os,4" 4e o V tAMf BROWN H2 •aa EA, L ' t..'..� T 2 x 10 1!CKINGs ��� TP 1V:v.�`. �� T @ �,cAIC;� w, IC-9 .� �,, ��Tnc�. I' II I iI (I II- II I --- - 2 IN�EP-IF-AEK�, 5�uiv, / - _ -- _.1 tI ~�\` 0 TOP Q. L,C'TTat-'1 4 Ic-v41 r I 8d S, 2 O,G, T P ; ') ALL. 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Z°c,, - - --- - - -- ( _I I I- I i �-- 4 r W .r 41 O E TOC t� E'JCi T T. . 2- 61Mr`ow M ' � 5-1 EA _ Q _ H Ito t>� i ..r tr 4 cc / s►w•t�..�0►.I Hv 4c� TyraE A , Z9 -c�'� �. __.. - -- E A. F►�►K7 F_ C_ r_F 1 ,c✓. - P--I I,x,e - — -- M..,. j - Mtl.�. 23' , SEE �.c►-1�Ic, ? T"> 1'cI CAL. C:A L-D L E 0 E Z'A. '1 4- 111 ' ► ' ' �� �� TYF � � , _ � I ' _C t-1 T4 1 /1 U C,> E Ct U .1 .I .t•���7 T}"�1� O CC r WALL LL - ---� r Z C Cr 51 MP ao►-t; C M5T 14/20-' I TP"')LJE, T �•- TY►OE A, MI1.1."1', � , r'[" A MIN, �' EA, 01 P`-lCc rtes►-.t r __ __ ---+.� __ -- - --- � ._. gEE 1nET.- �/ 4. Q UJ ,►- At�Y� 2 'x q- -�" TO 51Mr':,U�.: CM: 7 14/'.G -- SMt`AP'1 �NAL� !t, A, - Tr-)u ` , ! ___ r T .� 51 Nt�L F Tf'"')u ` IBES , C ALL. InLATF JG 1►�T' MIN 2:j', r"/ C-1 -1F f,%:'4J 0 CL S1�EC I P:( E1� WA1LI t-.� C.� - TT, TO Tf -lL..) F .r. / 7Hl5 WALL- �` CMST I4/?G. AT TDP, , ' SI PEON Cw�T 14/_' G) Q f-4, I/2 ralo 1K G 1 r= 1 re 'n \ C-A. 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Of Z) IC ` K Durham Rd.9725 r BUP99-00138,SIT99-00018 7 of 11 NOTICE IF THE PRINT OR TYPE ON ANY ILI I1IIVA IIII I IIII I I I I I III IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 I I I I I I I I I I I I 0I III I lII 23I III II 111411 I -- IT IS DUE TO THE QUALITY OF THE No.36 p• ; IIIIEIIII�II8IIZIllltll9ll�Zlll�IILI�IiZI►III►9IIIZIIII�IIIIIZIlI►fllliilZl►II+II►fI.IIZ►(IIIIIII ZIIIIIIII►(Z(III+I►IUZ II►I6I 81i G�t 9�t � 9lI II ibli Er^ LI II�III�IIItt I►►� TII�I►i-l_���II B��I�I ll I�G l l IIII9►l III II 111 41111llI 111�W6 LI1I 11�1B ll�ll1J�ll_I�1 1 � ►,� _ORIGINAL DOCUMENT IIIII �111Jill II1IIIIIIII11 IIIIIIII,IIIII,IIIIIIILn�w I i � NEW ZHK-1, AP'1FA 6EP WAIL- , INIGIL.L- t AID IU I T I C�t^d E X I ST I N C,P A L.L_ O p VtN I N C.1 S 1N i nCao F W I T N i i-r 5 OF \ EAe N 4 1 ipLm aF wP,►_�. 0 5.0, C 5 E e! i=LOO P—', rd 6.A N ) _ . 77�7 1 0 mai ar hltect I I nner 510 N— irct p,, - �/ m ---- - �- ,hand, Uri 97209 ACG 5 S P'1AM to Phone 148 1088 ,.� SEF— Cv/a WEST ELEVATION z z 0 y - 0 a I cc -__ CSI Ir-;rte Ib i J I L.10' ti Cp (� R�E`(O rel U Q 0 - AioL7iT1 r *— AIC�IDITIo►JS a cc ILLJT 0 cc H C1� CO►J t '1T YA,1^11D --_.�'�-, - �X 1 s T I r-.t Cs b u t 1, lU► -.1 C,' 0 �cr o NORTH ELEVATION SOUTH ELEVATION � a 1 /811 11-011 1 /811 11-011 LO ti O� EX15TI I.,I C.! 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I I III III I VIII III III III III III III I I III III I I I I i l l I I I III 1 1 1 1 1 1 1 I 11 III 11111 IMAGE IS NOT AS CLEAR AS THIS NO.t ICF, 1 I I_ _ll I- I -I -� 1--I I - �--t I I �I I -I 6� I I �I - -I I 8 I I I � 1 O � I 11 � � 1G - � IT IS DUE TO THE QUALfTY OF THE rvo.ae �<�,�;,,. . _l� `7 ORIGINAL DOCUMENT S L 8L GS�L 9E 6 66 Sti L �iL OZ 8�T 8it IIII Illllull Ill!+llll Illl�llilllllll Ill II II!I Illi llll IIII�11111111�1111 IIIL�IIIIIIIII�I II I�I III�IIIIIIIII�IIl,IIIII�IL91 91 t IIF1111111111 IIIlillllST II I lllTl lullL�llllllilul ullllul ul I ��� ����I� a ��►�I�► � ►. ,I.,.► �U�1►��� iiul.►ii ���►I��� ulll��l EQUIPMENT SCHEDULE GE81�s DEBGRiPr�G�j OASIS OF DE64" MECHANICAL LEGEND G L'i'I ZE ARE RETURN ON c,atQRIE PP F_I csAS FURANGE WITH pX GOJLING COIL 3P(l GFM a Ok,' E6P (AT MEDILT IlLOUJ SPEED), 1/3 HP 5amXA040-I2 I -- C�NGENTIriIG VENT BY UNIT r PLAN I HEATING: 40 ME.H !NPUT, 92`� AFUE WITH LV WARNING n MANUFACTURER r ��i� I COOLING 249 MIS TOTAL 0.19' FD �wst) C.'r 5AW$30 - _ IPF~L� uF THIS T1 PE OF ! ` ,--- TRANSITION "t i i •� i.__--- PR.0%/ICE -U• N PROCsRLJ'1� ' -BLE TNEI�"iC?�3TAT FITTING 13 NOT COIL CARR _ RI tITTED --- - ' -� _. �, I FLASHING PER ROOFING COOLING COI; F-2 - MANUFACTURER GAS FURANGE tL"TH DX COOLfPKs ^_EER PE SUPPLY DOWN ZERO INSIDE RADIUS PVC FLUES R"TE UP F-3 1400 c:�M a rely' ESP CAT LOw SPEED), 3/4 HP 58MXAO -20 THROUGH ROOF HEATING 80 MBN tN?,UT, 929. AFUE WITH C�/ } i5 . 'T 0.21' PD t wst) CC'✓'AAC48 �.��.�� F I N � 41.1 M TOTAL, ORB UGE F.L.@Q� FURNACE cooLlWGs BH _ RETURN ExHaUST or W i l �, Exf�fS 6/30/9y = �aT51DL� AIR UP coNDEN3aTE DRAIN ►�RDVIDE WI`S'H W}QOGR.�"1� 'AB-E THERMOSTAT` - I PIPE5 ROUTE TO DRAIN ----� _ RETURN EXHAUST OR R,sTSW I t F-4 GAS FURANGE WtT�.I OX G(�OLING COIL 58PIXCARRIER OUTSIDE AIR UST - t--- 1 I I TRAN51T1Q'?N F-5 ie-ez CFM a ®b' ESP c AT MEC>IUM/NIGH 3PEED1, 3/4 NP WSt"HXAm4(d-il GOUSI E ELBO+U HEAT►NG: -� MBH INPUT, °sem . AFUE. I r_004_ING j03 MBH TOTAL rc�?m' PG ulst) GC�5AA036 X N, SOUND ATTENUATED I _. .._ _ C7UT51GE AIR F'ROVIGE WITH F-RGGRL>,t'fMABLE TNERf"105TA� q I DUCT I— r ( PROvIGE FETAL &TAND -_� >J ow est TURNING \ + TO SUPPC"RT UNI T win ✓ANEq __ `- ----- COMBU5TION PRODUGT5 FROh1 CARRIER °may FLEXIBLE INDEPENDENT OF AIR COOLED COrypEN91NG UNIT 38CKG030 DUCT `�- !FURNACE. SLOPE EVENALLY �_I 2.5 TON COOLING, SEER 100 81fl1191ON"CONRLTMr,PBW 5-Q`' MAXIMUM MITER .Frl�� BACK TO FURNACE DUGTu10RK _ CAPACITY TO MATCH COIL AT FURNACE 1,01TH W'F OSA Ix.s' WO227 F ) 2'°-n4° cowT�rr a Hoa+ FugIDLE LINK 0.�5W 14'MIN ' I DAMPER _ N ^ C Ac-2 3 AIR COOLED GONDEN&Wj UNIT CARRIER T T1' I C� �.+� f-+ 40 TON COOLING, SEER 00 38GKr04�3 F U fi�N G tVENT 1 E fR1,1 I N A T I ON _ �- .__ __----- ---- _ W 48'-� - CAPACITY TO MATCH COIL AT FUR?vAC.E WITH yg'F OSA MANUAL ✓OLJI'1E _�,�j ._ SCALE I/4' I'-m' SCALE: I/.�' 1'-m' ___ _ � __--.-_.___----------_-- wtut DAMPER I AG-.�� AIR COOLED GONOENSf i- UNIT CARRIER M I �; G{-1 ?A�'� 3Z TON COOLING, SEER IBJ'0 38GKCm36 MOT^RIZED S- W: CAPACIT* TO MATCH COIL AT FURNACE UJITN 95-F OSA --`- - - -� GAM�'ER WIC --___-_ _ _ ____ orr_nitect '' planner �- -T I ER-i 1�Ir� : 151 3�T EXHAUST FAN GREENNECK- 510 N.W. Third I �r- VANES FLEX SP-b Portland, Oregon 9 209 FLEXCONTION W. LOW BONE -- -- '_- Phone 248 10$9 - - GREENNECK ~` I M!,- �.T�K� EF-2 CEILING CABINET EXNAU91 FAN _ I SP-228 �, ' MAIC TRANePITION 300 N s 0Z ►._� LOU SONE -� VOL 'ME _ D AMPE R �i, IT 3' MAX - —'l, i t�AN51T�vN ANCJ s(.ovF t -IN TAKE_ NECK THROW WALL OTTHE1�"10�T D PAtTERN 8- OR TYPE R 150^ WALL MOUNTED CFM- -- Q 5WI TCN �'RILLEi'DiPF�R-p�(GNATION CD � � W WALT. MOUNTED OTC TIME CLOCK WITH BYPASB TIMER OT� TEMPERATURE 5EN50R r a Q SMOKE G,ETECTOR V C) MECHANICAL SYMBOLS t • • C DIAMETER C) Q t AND I LA_ S 0 db/wb.' DRQ ULB/WIET BUL / � � AT � V � BB IW ONE WAY THROW 2WC- TWO WAY CORNER 2WC TWO WAY OPPOSfTE 31,1; T►4REE WAY 4LU FOUR WAY P AAF ABOVE FIN15+-IED FLOOR a W BDC BACK DRAFT DAMPER B+4F BRAKE HCR:"EPOWER r.Ei,�INC EXI-+,cU5T CFM CUBIC FEET PER MINUTE M GOP F_FFIGIENT OF PERFG "f RANCE CO GCTG CLEANOUT TO GRADE V) L0 CR GEiLING RETURN Q CDC DIRECT DIGITAL CONTROL J � DESIG DESIGNATION, V (A Cn amPR DAMPER G'"N DOWN EA ENTERING AIR EER ENERG` EFr-iCIENCY RATING ENT ENTERING E-F EXTERNAL ST4TIC F'RE55tIRE ExH EXPAU5T sheet tide FCO FLUOR CLEANOUT F<_C FUSIBLC- LINK l.AMPER MECHANICAL FT FOOT L.ECs FLR FLOOR Cr-►EDUCE GPM r ALLONS FER MINUTE ., NR PIGN SIDE WALL Ri''URN DETAIL. a-4g �41G14 SIDE WALL 5UPPL" KW KILOWIATTS LA LEAVING AIR LR LOW 51C'E WALL RETJRN LS LOW BICE WALL 5UPP'_Y MAX MAXIMUM MBI•-} THOUSArJD BTU PER POUR project no. 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IIIIIII NOTICE: IF THE PRINT OR TYPE ON ANY III I I I II I I I I I I I I I I I I I I III I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - I --11 I - -2f I -- I - 3L - I 141 ---�-- I - I- 61- -=� l --I__-8I_ - � --- -L--�0 - I ill -- --1 � `� �� IT IS DUE TO THE QUALITY OF THE No,38 �� ORIGINAL DOCUMENT 8Z >31Z�I��� IIII IIII IIII IIII�IIII1111"ligil 9 ll�Z I119113 i►111111"1 8111Z1111Z11 � if7. O�Z � 8 [ � SII � GfI 9fT � S1T 16�i � Sli 71i Tf i � '[ llLf9� lLl �IAll F4 :4 r _5�4EET NOTE5 _ _ 4�%t -- `f REMOVE EXISTING ELECTRIC FURNACE AND y/ ^t2 DurTIUORIC FOR TH15 8'r STEM. FR,-,!DE NEW CaA6 r ' FURNACE AND NEW DUCTU)CI - f O PRGVIDE P1G YE'VY AND GOM5;,15710N AIR WIPES UP TNRCUGi4 ROOF 517E PF_R MANUFACTURER SEE DETAIL I/MI PRGti IDE CCNG'EN5ATE PUMP FOR FURNACE AND EXPIRES 6/30/99 COOLING COIL. ROUTE 3/8' PUMA-EL', WASTE TO FLOOR DRAIN REFRIGERANT LINE`? ROUTE IN CONCEALED LOCATIONS ExCEPT AT EXTERIOR OF B:IILDIW4 5) ROUTE 3/4' CONDENSATE PIPE FROM FURNACES AND COOLING COIL5 r0 5ER`✓ICE SINK 13 NM lRSt ROUTE 3/4' CONDENSATE PIPE FROM 'FURNACES AND aatx A on n CriOLING COILS TO 5PLA51�4 BLOCK ON GRADE ot�rn effift 01111100wKLT#m NC. �J 40 WATER 141EATF-R FLUE Uf THRO 6H ROOF. (5W) 248-0217 IF 3"'i,, *4V.*' PROVIDE lOxIC O-T5USTI0N AIR DUCT UP THRO"K 4 OW "s CEILING TO 24' 450VE CEILING INSULATION, COVER UPPER END OF COM5U5TI,:N AIR DUCT WITH 1/4' M£5H � 5 SCREEN. 4' CONCRETE PAD. COORDINATE WITH GENERAL f CONTRACTOR - PROVIDE 50 DUCT FROM ExHAUST FAN TO ROOF CAP architect planner I0 PRO/IDE 5o DUCT PRC" EXHAUST FAN TO ROOF CAP 510 N.W. Third " ( Portland, Oret-in 97209 ...-..- Phone 248-108$ 1 550 ?5r� ? ` z 1,><1 2 aye �, , 15 ' � 20 Oo I 0 AQ-4 F-4 14x14 i x - ' 1250 1r 11-4w Ux12-4W -- 2yra 22x20-GR 25@ ZIP I -� !0• 10• f_ F 14x 14 i 500 [ 1 17�1 !? 20x.1 T 550 W 1?0 DUCT DOWN TO CEILING I 0 I RETURN W!TN i(OLUME DAMPER I"- ?5m T 111x12-21�JD aor2P_^`_CR 2®0-5/FLD 1100- S/FLD � t]C I 300 -- 1 . 221x12_ '---4— ly Lam. 12x12- _ - /x,111` ( - I • > XE I n __�_� ?0x12 .y t F� ��\� DOIU�1 TO FLOOR DRAIN '� - .. �, f0x?Q- _ � ,-r 'P 2Dx20-GR� �� ------ - -- _� - - - - -- - -- -- ------ O Q 340 s'1r'r. rte+ '� 1 3 i " � I , !©��� — --� —,;fir—�__" - , _ I ` I F x L 4` a �� d , f; 200 100 100 li6xl?- 100 320 ,J i _ r''U d 12x12 - ` _ , �a CLASS c:_ _ I L4— 300 Q ~ ' I �.m CLASr3 10• , !4x!2 , d 1� !alb-tea ► ' n _ $x -4UJ = I 35ta I0>t8 I ---+ '.>00�_._ i ') ''�: LLJ y r O � 3: 340 C] a �_-1 340 *J _-� _ O .✓"" .` , ' I 'sem_ 14 __a _ !GT0 +�1 itJ2� —-� I E X 15T o 400 - I 0 G f __` 18x 10 O n Vi J 17- 3W - ., - 8o I Fr 1 3 (n � � T � .�2�-S fLD ,�1�'T Z-4I - _ ._ ___ 12'0-5/PLI� _ f..I✓:.1 -1------___ ___ •� sheet title 12 100 HVAC ++ Efr y- r FLOOR �f (T I :..1 I PLAN 1 ! 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II I Q► I I I I lO it I I �� -r IMAGE IS NOT AS CLEAR A� - - -- — -�` r /1/L IT IS DUE TO THE QUALITY OF THE _ No.JB �<^��:5""'• ORIGINAL DOCUMENT S gg g((Z, LllZ 19rT;_ Z 61Z £1Z �Z [Z O Z (i'1111111 8 [ ti 'll 19 t 4 I C t S i Z T T i I i �g 8 L 9 14 £ ZI III1Iillllll I IIIIIIIIIIIIIIILIIIIIIIIII�IIII1111111111►IILIIII�II II�ILII IIIII1IIIIIIIIIIIIIIIIII1III II II llIIIII�Illllllllllillllllllill�llllllllllllll�lIIIII 0��o ( � Llllllllll�lllullllIllll IIIL1IIII� 11111111 Il.1111111111 � I IIII 11111111111 Lll 111ll1� lII 11�III f 2_0 C� 5-ragern < f• Z ► 2 , d l`�J s-r .c..Z, C. O. 5 ra S ' EQ Q'b, f'''?AW. I O ,�I�,A�Gi.�/Gr Q C I � Tr*� C. p. 1. . " / 1. 6-7 I Q/77 -5-7 ! r-D / � /AJ y"r'.?L L .'S�"4 J�!'''7 ��'.moi•�1/ - }- 5A>re V40S rc1tC'0r") 1.:)A-0`91 ") f� t it C. . sme VW6. P-Z ` . d c 'r'pr> 4[,.. v 'C' Y /AJ 1/'.w',: a 7' Urn a c.h'�'� tSt ! S . (� !r �► • �� l s�t. 1i. S. N F. F..r�/t,/.. O �rtl ~1". 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Tracer Wire, Green for storm and sanitary, Blue 0 I for water, terminate at building and, Wean out meter box or property line as per UHC 1008(b), 1105(b)aaud 1406((j). W- A-M I / 1 '.YATFlR SF.kVt('i. BY 1'1CiARD WA'IEiR 1*PT 2 ALL PUBLIC WATER MAIN SliRvl('E WORK IN PIIH[.iC RlGtft'- .. -- -----� OF-WAY ANT) EASEMENT TO TIOARO W 41 ER DEP r Sl ANDAR, S G o A4 C . .S'? to,/'woo 1.�. _.,,., -........._�.....__......w... ,.. ._... ._._ _ ...__ ..- _ _... f ..... ....__.. 1 5E'R VICE*To BE DUCTILE [RON PIPE CLASS 52. - WATER FIRE 4 DOMESTIC WATER SERVICE ON SITE PVC AFTM D 178 S(:H 40 OR i'YPE"K"COPPER CON'T'RACTOR MAY SURSTI TUTE 9 and ��-►` i ALTERNATIVE PIPE MATERIAL MEE TINIxkEQUIREMENT OF UPC WITH PRIM APPROVAL OF ENGINEER AND CITY OF TIGARD /N I z w 6j M Tx At .rcro PLUMBING DIP T (A/41110/17T 50001, SI-91;V9 L or�J i* J''A�'T',�J�N �°►►�.��+ �!` �!.X /`',-r 5 INSTALL FIRE [IIrT)RANT•PR10K'.'`_`nil SITE BUII_DIN('i CONSTRUCT[ON 91�L itt;Yl ION By RPPPOVn VATIC + t ♦ C L I) S 5 R001"? A P p I T/ O/w PoK S. hl. C 9 4J R C I-I o r- C k I S T- 71 6AX P • ec • a10 �° �''• E. 8TH AVE. PORTLAND, OR. 97202 F1 )t 6 14 y P R P14 r.Q o o S TOR 1`7 ,e RA 1� PLP umm. .37 37 5... , ---�— ,,•��, PHONE. (503) 235---8795 Durham Rd.9725 C tL M�� BUP99-00i3II,SIT99 00018 r-\x: (503) 233- 7889 1101 11 0� NOTICE: IF THE PRINT OR TYPE ON ANY �I III III III III III III 1 1 1 1 1 1 III III ( I I I I 111 ! ! I I 1 1 1 1 1 1 I S I III I II I I ! III III ' I I III III III I I I I III III I I I I I I I III I S I I I I I I I III 1 1 1 1 1 1 1 I I I I III 1 1 1 1 1 1 1 III III V I I I�jI I �y 1 �/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4� I L l 1 61 I I—I I_gL I_ I L �l I -� 101 I-'11�-I- I - 1`l `�(_Tom, !7 X71(_- 1 � - --1 IT IS DUE TO THE QUALITY OF THE No 3e Ri =L�� ORIGINAL DOCUMENT E sz Bz Lz 9z Z fiz All z lz nz sTt I eft Lit sI 5t at st zi It i 8� I IIIIIIIIIIIIIIIVIII 11 �IIIIIIIIIIIIIIIII� IIII� III�III 1111111IIII I IIII�I�II II III