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DashNumberEnd .1 - t - 'R :'7..'F`• A)-.s. •'�w,,r,�.'' t _ 1,1- y..l, k \r :9 1• •A".'; •` i r 1 .. ' ' N,' T. 77,47 " • +!!• ,,«: . Nt.�': - - ', 1,.r l'.:.�d ., '� � :1 _ ' ',d" .r EJ L Cl U E�:, ED9 D) A NE W THERA P Y A DDI Tl()N Ali. a fl a aC [�7 9 • - 10f�5TH CITY OF TIGARD Approved............. .................. Conditionally Approved..........................( For only tree wor •a,s,described ' : PERMIT NO._ �` See Letter to: Follow ... ] Attach.......................}r...( � Job Addr By:_ Date: 4Jo k ZONING NFORMATION ARCHITECTURAL Di�AW!NO$ _I1A.�C�AIVICAL���IftN.�S � ' , VI NINTY GAAP CR ®ITS 1�k91GiN-Ps111LD PRAIUINGS IS`Y OTHERS A-c.1 COVER 3#-04 - (NPEX TC DWGS., ABBR£V. LIST A-1 SITE fOLo44 / SITEDATADAwT,AI F�'HA,-,)* I ) r l+-;A'fiF_' �� ' '� f OWNER ARCHITECT .. FLOOR LAN . _ _ A-2 BUILDINCa L P , SUNRISE HEAL"u rH�,ARE. DAM HIC..KMAN All SE ELEVATION / NW ELEVATION ELECTRICAL-�-=== �w 4 • H—� w! —� y. .. BUILDING INFORMATION A-4 5tt1 ELEVATION / NE ELEVAT ON / WINDOW SCHEDULE T �- � + 8700 SVII. COMP"�'�� �����191�AY ASSOCIATE O�RCl�ITECTS E E )E5I6sN-BUILD DRAUN58 15Y OTPER3 �+ � � A � � �� ,.+.,�� . ��t PORTLAND, OR 97202 ISLAND ' , TT - �� , f 031 2�v-$710 700 N. HA-Y'DEN I..LA ND DR• OGGUF,APIC1':I I.1 A-5 SECTIONS _ M 5 PORTLAND, �R. 972„ CONSTRUCTION TYPE: V - I HR A-6 ROOF PLAN i REFLECTED CEILING PLAN! � " � ` 2 • I~I� �K'�.�v +, -'�... (503) 2$5-2 58 . A-"1 INTE=RIOR ELEVATIONS r DETAILS ' b ` �"A � (x]03) 2$8-43$2 A-8 c4NOrmY DETAILS LANDSCAPE DRAWI . gS z• , I A-'9 IpOOF FINISH, DOOR TYPE, DOOR SGHhDULE, `--,••- N " r `d, �ENERAL CONTRACTOR STRUCTURAL ENG I5,4TF•1ROOP'I ELEVAT,0N9 L-I LANDSCAPE PLi1N L-2 +JI.JRVE`r r oRr-�,aTION , A. t °` ter" ,� CONTINUUM � C BERRY- NOR�'►�..ING ENGINEERS s-' FOUNDATION PL �•N IUi PLtIT18iNG NOTES ; + r 700 N. HAYDENISLAND OR. 3$07 $1PN ICORRiETT" ROOF FR.4^11NG PL At,] .,,7 S-2 WALL SECTION i SLAM DETAIL r PORTLAND, OR. 97217 PORTLAND. OR. 97232 d"'l! (503) 285-4362 (503) 227-776J rJ'3 �T�J G Y'L:K,�L N OZ-4"i�+• . - • r .. . w T���'_,.�-p �,�x. (5©3� 2e5- 362 + ly ,. •rear LANDSCAPE ARCHITECT L�'� • �;;, � � ISLAND LANDSCAPE �xV ARC, 2723' N. HAYDEN DSL,AND DR. 5�� PORTLAND, OR 87217 (503). 289-6010 CIA n�' n L hlc,��IAry 11:r'1 o � U!GS)T �-� o a AT CAB. Caf31NET DS• DUWIJSPOUT GRD. GRADE . MAT. MATFRIAL, R.U. ROUGH OPENING T.U.C. TOP OF CONCRETE A.B. ANCFiUR BOLT CER. CERf,IvItC D.F. DOUGLAS FIR GYP GYPSUM MAY. MAXIMUM SCHED. 5CHEDUI E T.O.F. TOP OF FPAMIN':, ^Cous'f. ACOUSTIC/ACOUSTICAL CHARS. CHARACTERS EA. EACH G.B. GYPSUM NO'ARD t+.D.G. MEDIUM J`rrSITY OVERLAID SECT, SECTION T.O.M. TOP OF PARAPET CENTER LINT_ EI ECT, FLECTIRIC/ELECTRICAL G.L. GLU- LAM MECH. MECHANICAL SHT. SHEET T.O.P. TOP OF PARAPET ADJ. AOJAC,LNT 41 • AGG. AGGREGATE CLG. CFILING EL./ELFV. FLEVATION/ELEVATOR HC/HCAP. HANDICAPPED MEMB. MEMBRANE SHT'G. SHEATHINGT.P. TOILET PAPER A!T. ALTERNATE" CLR. C'! FHi� EQUIP. EQUIPMENT H.C. HOLLOW CORE MEZZ. MEZZANI"JE SQ. SQUARE T.P.D. TOILET PAPER DI,PFNSER ALUM. ALUMINUM COL. COLUMN EQ. EQUAL HDR. HEADER MH. MANHOLE SQ. FT.. SQUARE FEF.T T.S. TUBE STEEL ANl)0, At'10UIZED " EXIST: FXISTIIJG HD. HEAD MIN. MINIMUM SIM. SIMILAR T.0.W. TOP OF WALL CONI:. COIJGRETE - APP. APPLICATIONS GOND. CONDITION EXP. FXPA�VSION HEX. HEXAGONAL MOD. MODIFIED ,SPEC. SPFCIFICAT10r1 UG. UNDERGROUND APP. APPROXIMATE/APPROXIMATELY CONN. CONNECTION EXTING. EXTINGUISH/EXTINGUISHER H.C.M.U. HOLLOW ,CLAY MASONRY UNIT MTL. METAL STD. STANDARD U.B.C. UNIFORM BUILDING CODE ARCH. AP,CMTt^CTURAI_ CONST. CONSTRUCTION EXT. EiTf'RIOR HORIZ. HORIZONTAL NOM. NOMIN<,L M. STEEL U,O.N. UNLESS OTHFRMSE NOTED ' ASPH. ASPHALT CONT. CONTI^J1JOUS F_.F.S. EMF-RGENCY ELECTRICAL SYSTEM HR. HOUR NO. NUMBER STOP. STORAGE VF_N. VERTIC AUTO, AUTOMATIC, CORP. CORRIDOR E~.J. EXPANSION JOINT HT. HEIGHT N.I.C. NOT IN CONTRACT STRI"'T. STRUCTURAL VERT, VERTICAL AUX. AUXILIARY CU. CUBIC E.W. f.ACH WAY H.B. HOSE BIBB OPG. OPENING SUSP. SYSPFr1DED V.C. wr'J rE COMPOSITION TILE A.F.F. AE30'JF FINISHED FIOOR C.F.tl. CUBIC FEET PFR t.!INUTF FDTN. FOUNDA110N H.M. HOLLOW METAL OPP. OPF-�OSIIE SYS. SYSTEM W, WITIi H.V.A. HEAT1hJG 'JENTILATING dt AIR CONDtTIONINCy O.C. ON CENTER S: dt S. STAIN & SE=AL WJ• WOOD A.N.S.I. AMFRICAN NATIONAL STANDARDS INSTITUTE C.I. CAST IRON FIN. FINISH (y so. BOARD C.J. COIJTROL JOINT FIXT. FIXTURE. IN. INCH PERF. PERFORATED `S:;Jk V. STAIN do VARNISH WIN. WINDOW 817. BITUMEN C.M.U. CONCRETE MASONRY UNIT FL. FLOOR, INSUL. INSULATION PLYW'D. PLYYWOOh S. C. SAW' CUT,'SOLlD CURE WP WATERPROOF BIT. BUILDING; C.R. COLD ROLLED FT. (.00T INT. INTERIOR P.E. PARTICLE. BOARD 5.D. SOAP DISFcNS$;R W. WEIGHT ♦ /DIA. DIAMETER FTG. FOUTINf, JT. 'JOINT !!' PROPERTY LINE/PLATE S.M. SHEET METAL W `+ADTH SLK. OR 9LK'G BLOCKING F.E.C. FIRE E)(-nr1,I)ISHE H CABINET J;T. , .. DIST P.T. Pt�E�SSJRE TREATED S.S. STAINLESS STEEL W.C. WATER, CLOSET �3M. E�EAM ' CIBC. DOUBLE ,r DEPT: DEPARTMENT F.O.F. FACE UF' I I�:ISH KIT. KITCHfrN P.T.U. PAPER TOWEL D15PENSFR TEMP. TEMPERED WF• MADE- FLANGE 90T. BC TOnA SSMT. BASEMENT DIM. DIMENSION F.O.S. FACE OF STUD LAM. LAMINATED REQ. REINFORCED;REINFORCING THP. TYPIC 8 TYWV. BETWEEN DISP. DISPFNSER GALV, GALVANIZED LAV. LAVATORY REO. REQUIRED TYP. TYPICAL BUR. BUILT EN ROOFING UN. OOWI'J GA. GAUGE . L.T'G. LIGHTING NEV. REVEPSE T Jk G TC�NCLIE '1t GROOVE B C, BOTTOM OF CURB DR. DOOR GFN. Gf=NCRAL LT. UWT RM. ROOM' T,G. TOP --OF CURS B.O. BY TOMONNER DWG. DRAWING G.I. OALVANIZED IRON MANUF.;'MFR. .MANUFACTURER R. RADIUS T,C.E. TLF COUNCIL INSTITUTE B.U.L. BOTTOM OF LINTELIDTL. DETAIL GL GLASS MAS. ! MASONRY RX). RAIN 'DRAIN/ROOF DRAIN T.J. 1ROWE4 JOINT/TOOL JOINT' 14145 SW 105th Ave 1 of 17 ` BUP 96-0389 SIT 96-00A6 ; \ • h t , .,� . y . .. , ,. ... .. •. .. __ , ter.- - - ..__ - .......-_ __ - - - .._.-moo'.• IF THIS NOTICE APPEARS CLEARER THAN THE , +T 919% P43CIIMENT,THF,DOCUMENT IS OF MAR;INAL QUALITY. MICRO FILM EJ) �({: i�{m��{i{i �{i{i{i��{�{i ±�;,l�l��y{!{� i{i{i{��r{iii r ���rr�t��' ��f������1� r, n c icccbnc n ill cc n un m cllnl Ic ullncl Iln��;r III)II achcc nn{uu dcn luLn Ilion mdla'I Iulua 1 . � ' I . r• - lw P LAN CEND 615 _EXISTING TREE TO REMAIIJ S - DA-FA (; TREE TO LSE: I�Et`AOVED 1 t .an 0H •,• S 89d53'W E' 13 •I.J J t • FAWN\ f t\�_�J 4 ` _-NEW BUSHES (SEF LANDSCAPING PLAN) _._._ _..��._....� 1 . EXISTING • "- `" ''`r . •'....."'"'--, PARKING. 3 9 .._._ " ' u•�_.s•. _ NEW LANDSCAPING .(SEE LANDSCAPING PLAN) �, • ` _..,. ._ . 2. REQUIRF D N ARKING Be 'TING CODE,EX IS s�y _SITESTRIPING BEDS. -11 , -7•� (c' �� � uD _ _ YRAKE�) GRA'vk �IRE LANE 3. REQUIRED NEW PARKING• .4. HANDICAP PARK4NG. yN� L+01. ..,.NEW ADDITION 5. TOTAL FINISHED PARKING. 49 .� , w F PAVEMENT a �� ,� I 6. BICYCLE PARKING. p �r -- u IN _XISTING PAVEMENT LINE ;;". � '� � _ �A� -- �---� �� � o0 ,.V, -J icn LINE - SITE C0VERA E - __EXISTING CONTOURS N / I(�� � _ -� "�o - � � 1 . •TOTAL. SITE � X ` INc _ _90,650 SQ• � : a �� - T�'' 2_. BUILDING COVERAGE 29,,528 SQ.' �- a 3. PARKING (,OVERAGE 22, 1 4b SQ.; . - 4 _ � a S.l1J. 1 „ t� cam. 4. FIRE LANE2„551 .� `; ,. ...r;r ., T. S�� �+ ET A I or to I .�. IDEWAI_KS AND PATIOS , � w 1 " rja�, �' zrxINc� R �/s51vr~I (.!._S s 6. OTHER IMPERVIOUS SURFACES _ i,'i59 SQ., / /' I H Tri I0 ' p,K ,A � 7'. 'TOTAL COV`RED AREA 5816U 11---SSC -' (� �J � 8. TOTAL COVERED AREA � ;,� � p INCLUDING F IRE .ANE 61 ,'15"1 `�Q_' aw z � 9. #7/TOTAL, SITE \ % OF IMPERVIOUS SURFACES 6-6.4 . ►r•. � . ► . \.�,. . �. ��. � � {9 LANDSCAPING I _ - -� �� - �- __ .;• �� '' :0" `ti ill C� C� ? ��� ,�'•'.� �•..•...• . :•' '�% s `` �' � � `�� '. _ _ .... 1 : EXISTING LANDSCAPED AREA 4 $ c, 0 0 Q.__ .Q�'_ I a_ :'� •:�J� i X<s ki ,� \ ��• ,- 2. PEw _. ,E� g ( E�(itiTING GOL�E 18.13 coag._ zo �ir�� R -1 80% MAXIMUM SITE 'OVERAGE t � 'A, •••.•y°:•• �� \ _"_�' 20% LANDSCAPING io . . . QATA- ° 1 . AREX . OF NEW ADDITION / CSM t=�� 51 U SQ,� •,•' , ;\. , , 1 ' •'<' ;` 2, ARr A OF 'EXISTING BUILDiNG 27 Q18 .S ..-,j tLu V) 13 fin c w -1 ITE PLAN KEY 0 • ' •' 1 . CONCRETE SIDEWALK , �'• -{1 ''i 3/4' RAKED JOINT R - i' �.� ' Q ,o► c, ' 4 --9 IN WALk� 3. EDGE OF- EXISTING CANOPY -< CL��` li'11'i '12 .•: - *�: - . •:• ,.%" 4. EDGE OF EXIS�!NG SIDEWALK _-�• �� ta! Y \� ' _Q► . ' ,r _ ,,;•'� 24 '`� 0 f f 5. EXISTING CONCRETE RAMP & STAIR :'•' ', ` �' _ �o \ . --- - '•:•:•• 6. G/,VEL FIRE LANE . . . 1 i� �a P� n �'k" :•:�:' / - ' - 4° CONC WALK 7. STORM DRAIN '� •'�. .•.� , - r 2- ., '" .,-" «' '•'°: :::�'• / 8,. EXISTING TREES TO REMAIN r�- �� Cal l< Q •. . 9. EXISTING , LANDSCAPE TO REMAIN r--= •. ..:::_ • <.'`< � .`� � •;•••' �Q �; ' '• " ' + ' `.�� 10. PATIO AREA _. �. o ,� _• s,•'••...• • \� \. . .• ��- ' ,�. n I ° •�, 11 . EDGE OF, EXISTING CURES f oa 2. W ODE,J FENCE 6'-0' s •. • •°•:•.•.•.•: � . . . . . , _ ::;�c•; ,•.•. \` civ/( t 1 EDGE OF EXISTING CO�JCFtc-TE PAD, .SEE 10 f • S1 f .• ,,�� _��'�"�•.'� •• , l T� .co • • - T 14. NEW 'VAIJ ACCESSIBLE' S;GP CENTERED 7' •. . ' ' `"•' - - \ . -�: _ �� 4 ��111t�r�C ED ��la�� FROM STALL .• :• •i :. .�.4, _ 'I •�:. .4:•.�F --r 'HANDICAP PARKII . . -'•.•:•.•.•.• •.•:•'• 4 �XITI �� �i_. �._�. II '1h \ • •, -., 15. t 'E'N 'H �G' SIGN CENTERED 4' .:. s FPOM STALL ::-:.:• : �.. .,, • �� �, ;� __ _ _� ; _i --- =--�-+ � i �__ I '� 16. PROPAIN TANK _ :•:.., � ��. :•:•;' � • '101 1 j. ; i -- ( I - 17. EDGE OF EXiSTI'�!G ASPHALT �. IN ';•:•.• •%� Y.' •.•:�• s� ' . : ' I 18. NEW EXTRUDED CURB Y.•.°:•.• y �.•. 19. NEW 'ANDS r ' des. _ •.•.;; y„•,• •r' A ` CAPING(RErwt10 JE EXIS 1 iNG ASF HAST j I I li \40 TYP SCOREJOINT , 4 SCALE-'3".=l*- U" / / (! i ,► ,�' i e 1 8"x 24 SIGNNV ! \� ( ° T VAN Y , r I/2 HICK SEALER ^ �,C lk )' �� 3 ;8„ STATE DISA13LED _ _ C❑r TR❑L_ ��,INT �� a; + I DIS D I _AI Nr�; ��y `f , �l I i I I 1�';' PPEF ORMtD .iC]INT _,_ �- �, \' a ( ,� �-.- _91 1 �� r-; F I1 I_F R • - - 4T �- t- "� �( '� �. , ,• . }� �' � ' ' ' •_ ' I _ FROM PARKING --- - 1- c •Q" r �- I SURFACE 4 , \ / ! 4 C,FINC WALK T'` ICL, . ) (� ) err ry -_-.; -�. �, - ,:' ,, /� �� ►t� ttj( 05(1? ; NORTH ~�� y3 �'`-=r.,1 � '�p l .__.. . _ - • __ - ��• COMPACTED r1Gr "r �oNC. Fnc�TING a� ®� 46 ' f TYR, 81 -�, SITEPLAN : ' `""'� .SCALE- 3"'&1' .,p't • . r $CAt E;'VIwl'•-0" FILL-. 96il 14145 SW 105th Ave 2 of 17 .t � • a ` - "' F BLIP 98-0389 SIT 96-W46 R 1 ' IF THIS NOTICE APPEARS CLEARER THAN THE T 919% DOCUMENT,THE DOCUMENT IS OF MARGINAL QIIAI,1'.'X, LMLI) MICROFI r1i1+1ii1111 II11+ +1+1+1+ +Itl+l+lil+I+ r{+Itpi��l+I+ +I+i+I+�I�+�� yi n}� �� rti�r► rl��I�� 1�1� ° +�i +�+ i� �� � + itt� ��1�1 I��1 ow I�I�uu�IIlba�t�InIII�i+�ti�tlt +�� ;1a �#�a nI�►n nnit� �In .n►'�:.�s��rN�liq �nI nllin ��sm Il�IIlI�� r�� I +.Y: " 1 T• ,r, • 1. `,$'I•, �. / .'I•a/ . f .1 ,t; • q I. A ,. i ., N• ff' 'r I' '"r .a «• • •Y f" f 1. ,..} A.:"• 1• x i } T. Y i ,r r � d 1 w *, t 1 �i, 4a► l►AatiL 1. H KHAN l ITE P LAN KEY ' NOTES zj I Kez: i$"x 24" SIGN1 ' GONCRk'TF PAD 2 EDGE OF EXISTING CANOPY f. L(_ ,' .3. EXIS SING CONCRETE RAMP & STAIR .. .. ` { ' 4. ST RM DRAIN 7 tJEW 2- 1 1' ASPHALT �` �--� 4 .'... ., ,w.» .' 5. EXISTING TP.EES TO REMA!t1 a{'T MI!'1. c" ROCK �✓r ) iIWAc�NC�r AWN . 6. ;FISTING I N��`'•CAPP TO REMAIN I. EDGE OF EXISTING C:UR6 I � I 00 . / tJ. F ' 1 6 -0 � '� - � - ,:....._.._----------.'-_,..,•- __ /�. � + ' . t, 8. WOODS C E ► �'� _a Ln 04 9. EDGE OF FXISTING CONCRtJE PAL) d r+ � Il G1� • 10. PR'OPAIP: AtJK srr � ' �• ► 10 .fCAIN ► R i 1 1 . EDGE OF EXISTING ASPHALT a • •..� ti ( g _ sF�O �i ►e` �+ie- ' dl i, (� Ff�dM 1TARKING 12. NEW EXTRU�?ED CURB /L 9 �' s �t�• -� �i - PAR ►�?r - = �i _�. 1l SURFACE 13. REMOVE E�CISTIIIG A`.,PHALT ` �'a �, r. o, h../�- - - - I 14. SAWOUT EXISTING ASPHALT I ` � - %., ' 2s• 15. REMOVE E%ISTIN:, C11RE3 05 th' �'' ► a °.�.UJr 1 ,. 16. EX)STIf1G CURES ." 17 PROJECT LIMIT. �-iAeZ) '. ' I _ Cm r -� ILI 1 3a„ 16� / SITE •F' LLAN LFGEND `, `• \\ l CONC. FOOTING 9 y a • EXISTING TREE Tt., REMAIN �6 I ,� '. '4 f --EXISTING - TREE TO rs'E REMc)tirL 'ED _ r n L 'W BUSH (fir LANDSCAPING PLAN] \ d y' l'4JT 2�•--u" ! . Pk� __NEW L�',NDSCAP;hIG (SEE LANDSCAPING PLAN) i' -• _. . . __ I 1-2 �� .( ; „1`,��, �� S ALE -1 , 1s -O* NEW ADDITION � _EX'ISTINPAVEMENT LINE �� . . . . -, �__r ' ___PROPERTY LINE JOLci EXIST!!JG ASPNAL.T1-N .- - . . .;:•:; 24" _ �pY 1 I 1 • ti �\ 1$"x SIGN ._ _..-...__. _!_.... o�r LINE 7� -. r �` w SITE DATA - , a`'�� •- :,: :j: PARK I �N G r . . � ?. • - ►, ; '•' '•+-••;- 1 . EXISTINNG PARKING. 39 a \ 4 �[17 _. . g ...._..-.,r,r- ;.;: _ � •, �RA'I1t CMiA�1.1ED 2. REQUIRED PARKING 8Y 0 PIONMO PLAIT �. .� . -•. . EXISTING CODE. 39 .- - , > > j\ , ��, ,� - •:r.� •: r' BED ;. 4, . 'i 1,4.11 '`�. _ >� �: \, 2_ _ -- c� �' ;•-' ,� -;•:•;; •;• 3. REQUIRED 11EW PARKING. __.a 1 t Y 8 _ v • • ' •�. HANDICAP PARKING. _ , ;... • • • \� '' T 5. TOTAL FINISHED PARK1t1G. _ 45 z ' ' � FROM PARKING � / ` �� , ._. •w ;•'•�:r:: Ufil� E 6. BICYCLE PARKItJG• _ 0 . N '• / AC Lo _ " . . 5 �'.•. -� j Q� •,a K - ,�.• . NSU u.�- • ' N LZ i 1 . TOTAL SITE _90,650 SQ. ►� .'':•:•:;:;:;.• E `` r� • �� BUILDING COVERAGE 29 528 SQ.' RFMO V E ALL DAMAGED • � \ - ( � - = • ` ••• -- AND ERRODED ASPHALT ; 3. F'ARKIt1G COVERAGE -22 14a SQA' t, •• • _.ter.•._••'. .,/ T L.w i _.. 1 16 i C� - ry R GRADE FOR DRAINAGE 4. FIRE LANE _ 2551 \\ 8 .....;.;. .: . - E . ��" DIA.' 30 5. SIDEWALKS AND PATIOS 5 374 S [�' o k . :�'• >; TO 'GATCH BASIN --Q - ••. . • . „ Y • CONC. • 'FOOTING fi. OTHER IMF',RVIO: S SURFACES 1 1 -: '•:• nco NEW 2-- ,' 2 ASPHALT HA{_ w - _ , .• - / - • COMPACT MIN. i" ROCK.,., 7�. TOTAL COVERFID AREA 58,601 SCS. . . ! - 4; �r• 8. TOTAL COVERED AREA I EXISTING BUILDING Q , � .i: . . + I IP1Cl_UUIhJG FIRE LANE _b 1 152 •S _ - ,^ •••: • " i 9. '7 "TO t-.1 S!TE - , ��. ► i \ � , % OF 1t,1PER`,�IOUS SURFACES _ 66.-4 !; • .F�• r - � �• ` MI-art" LANDSCAPING « 41.E g -4 --�. .,... '' -- 1 . EXISTING LANDSCAPED AREA ,3G.4y.8 / 2 REQUIRED BY EXISTING CODE, 18,130. SQ.' i ,a�� .,� IG y'i -`- -� -1 _ �. 80% MAXIMUM SITE COVERAGE a ,cam „>1 2C% LANDSCAPIt'JG r T T Z- -T .T e {j� .�. L T ` A� A ST w_ 1 . AREA 4F 14EW ADDITION - 2 510_ 1, ^ '� �\ ■- - =s` gg2.. AREA OF EXISTI(4'G BUILDING 27,018 SSC C \ •�,�. .< y y r y�' ,(Y ` ;► * K. n .. „ ' ►- � Q As r+a nrtG' SRM I t•t�"1'�{ �� ' I f � � _ .�" � � � �y _ _ � •'�. _.. f -,� �'T '� .:,- � 4c1�•: fmt�we � r-t ice' p -r -r TI.��" � � � :' L!_I I 3Nola. �",. a �� .s j • _J y. < r� tnr} \•1 1 '►1 41 \� < •� R r _ gyp• - -_^r'- ,' -r.! .? �� k `� ! s, * r �. two I X11`L/IiJr u�C! 1.N �l 7 y �� ;'A �� `��'`� * � • )ate$ s- 15-NORTH � ■ mbu IL SITE PLa---N A-1 SCALE- F1l.E: 601 '!TIE 14145 SW 105th Ave 3 of 17 •r ,. i ;. . , -j ' j' , , y ,, BUP 98-0389 s '� , .r�:,y�..�' SIT 96-0048 ' ,- ,.., . 7�!,{, ,\. 1. ._ 1 .. •e, ,,.?• •} .. •'!. .. IF THIS NOTICE APPEARS CLEARER THAN THE T 91998 DOCUMENT,THE ft{OCom rNT IS OF MARGINAL QUALITY. MICRUT[L11IF.11 # ij; ljl#I�•rp#jji �" u ud n � I. • ww"a �'+j5.�'' u 4' ) 5 , h t , j: , ` •/..J 1 • •,�'ti •' ! .l •� ..Il -? .• ` ./.I r} N� { [, 1 • "') ie' .� _ ,i •1 h-1M 41 f `.1�•M !.1A. �1 !' � - S' !.' kg 1r 'f ♦ A ' (. �•• a A •!�' 1 J t W {i Y r 38 -cr4y _ ,,.,,..__... ._...-+.._-.r._.,._..._.-.-► ...-._..-.�.♦._.- ..._-.._.____.„•......-.---.�_.,�„_•--. - •_w-•••+Y•'--T�.r...---•...--•_.nom..._ 'r ._...-.,.b_._..._._-..- •,r _.-_.---r�- •...- -►-•-_.-_ .'_"'--.-.. _._'.-.-___ 25'., 0 1 Ar "--►11 7/ g -- - - ..__. . _ . �- 12 g' 1 a'�g." �,�.. i�' 10'--11 �.r`"�► .00 C -�" »_ 70-CF o 6`-�W�' �,"�' r �'"� '...�" _ �`""'�- - �f--- --. '-'I' :!K7� ,-5._7 � IJ l.. Hf'X urr � t - �+-_•�N _ --+ � I_+-_ i..,'_ I+; +,+'rr+ri`•_^f__ ^_"•i./""`.'._'_^'_•: ,t V._ Y_^'Z.r •_•,,,_ .j.__ °� ` - WIN Oti %,:N A)W vvlrJ"+++F)OW WIN Ow I i WIN �O WIN OW Wt OW' t WIN OW. ; . I • 0 FLOOR PLAN KEY C3 (0 Lr) L0 I r __ _ ♦ k XAN4INATIUi1 rNG __ - L1-a� _�_ _ - I �. co EXISTING CCLUh,4N TO yE. tt� "' AM- i ♦ N EAS , LL - - Ito ; �' (� 1. 1 , I0 I l *"� I DW ` ROOM 5P� >� C} OFFICE r I '!n� REMOVED `' I 11 1 l I j I I .' - ' I I f I - I I j u� I -- 1 T En qCl I � I I 1 l I I I _I.. I .._- ,.-- --I---- _ -�_ 1 �� 1� ` I I �" 1 � t .I I I � I � � C!7 G•V raj J a i I I ---��,� NEW COLUN1N FOR CANOPY tiL - - __ - .� . �. -. - -- -=� - z` ..-i SEE SHEET D 1 '� _�I I W I IruL,Ir Aro I&"t Iw 1 W,� I 3 I ( ) � o I TNERA Y 1 11 THERA Y 2 II THERAPYI 3 r -'I TRAINING' i ,, _ i cac U�• x . I � P # � �' 1 # I i 1 �, s �' "f yr/►LI. ?�-•�rw� ..-,.. _, �_._ I '�� I c, , r, ��►� �' c� .•.f < ; KIT(a-HEN 1=trT n1H aN $ WALL : ITCH ® +36 , UNLESS - I 1 p�} 1 a5 - I wlC o 4 -1 � y OTHFRWI.�E SPECIFIE•U � -� r I II 1 II 1 I c3) _ �-'-�' -- , _--1-_ _ 'b 'TELEPHONE JACK 0 -x-12" , �a c i H �+�' '� 1•'-"10 7/$� - �.�: I .I UNLESS OTIicRWISE SPECIFIED I I kal-0� _ I � �� _ _ _ �_����{�� Of ._.. _ ^�_.__._ ^ _ __.. %. - r.. .__. 1� _,: N L` � BAR T10�� J ` 1. ! 10I �c 1 '?D'v ELECTRICAL 0 i 1TLET C� + 18" --� �'�� � o UNLESS 'OTHERWISL SPECIFIED r:� _r_ • ca ''Tf _ GENERAL OFFICE � r a W; 1 +34 T '�I ��,,•,, ..•�� I % X15; ,� ,� �`� I `.� I � I � NEW TWO BY FUDR STUD WALL, L_ __ -..II _-'-- �I - - - to SEE GENERAL NOTE #3 o ;,1 •I - I _ - -_ -- -- - - - -- - - - - - -- - _ _ _ __ _ -- -- -- _ -- - --. - _ I 4 I 10 i (�-/. } o TRAINING-' ,. ... , I- --__ __ - - , I w, 1 NEW TWO BY SIX STUD WALL, a _ c) CD 0 - 'F 5 C I -- �Qll SEE GENFRAI__ NOTE #4 �-�' r� EE 107 ;, , HOUR FIRE X X L I ' 1`�+ / OD a ! , '� __,...____ `R((_� - -:1 FXISTING WOOD STUD WALL -- lll1 '� 3 1 I i I 10 REMAIN oTIF �. j ZI-S _�-. _�.. �- _ ' ( + LAI) FLOOR PLAN • YhmE IS 7, 1E ---a I ( -'` ' +' -LN O� 1. HOUR AKEA ENI RATION W �cca up 4•----� a h I I r• MOVED L� ( �n I I 3. 1-1;2 HJUR ROLL DOWN FIRE DOOR AT (E) WDW _ 00 1 4. EXISTING DOOR TO BE REPLACED, SEE DOOR :ECEP'P10N� Y , I SCHEDULE, SHEET A8. no { !)F'FI{;E_ 109 I *t S. 30" HIGH WORK SURFACE ' =j - - - --' I � --- GI-I SURFACE S � . SOFFITI ABOVE LINE I I 30" HIGH SURFACE W / ACCESS _ _ .__ - I -- .L, 29(i+.�•�"c , CL-EARA14CE ABOVE _ _ _ _ -- - -_ _ _ _ _ _ . _ � _ � � -- --�_-- -- __ __ _ - __ _ � �yi 9. F_XHAUST FAN O 7-•0" A.F.F. [� , •I Q- �J I 10. CENTER LINE OF CIE:LING _ r) I MM �h � 'r: _ 30" HIGH SURFACE W/ SHELVES ABOVE A-5 ( ( ti' I L� \ I 1 I s I 12. MOP SINK, SEE 1/S1 FOR RELATED a \ O NOTES AND SEE PLAN NOTE 'U. '�d I N I OW WIN Ow 13. OUTLINE of ROOF .OVERHANG ABOVE.T`,'P. ' 10 _..Q" - �.�, -- ,��r . 1 _ \ v� 6f' J I •� I 14. 22x21"x1 U" DEEP FINK• , cr - - - - - -- ---- 101 IPANEL. L�1 -- --_-- - -- - ---- - J{ II I - 1 F _ l � • � � -i �, 1 \ • ,� � �.� ^LUSH ELECTRICAL d' 6. -1 FAN LINEN CABINET. F' .0 9_00 _ _ ---- -- y- -- __ - - I 1� 17. SHELONG, N.I.C. TYP. p I +� 18. WALL MTD. LAV. W/ MIRROR ABOVE 19. 30" 60" CLR. SPACE ADJ. TO TUB Jay+ - \ 1 [ Y �' • 1 - J T „_� 20. HANDICAP ACCESSIBLE TUB, SEE ELLATIC,idS 1 i.. ..`3fry-E r _ � t�F� Jr J S LO-LAM ql i 1 ?' I FOR ACCESSORIES c� A>r' y 1 {-� I 21. RECESSED TRANSFER TYPE HANDICAP ACCESS., � O 1 .AM --- I ,� � N ( � � � 'I �- I N FRE-FAB, FIBER GLASS SHOWER UNIT. SEE (���' Nsv�4 6 1' I �( I O I ELEVATIOIJS FOR AGCESSQRIES. I Cs�L�'-►�1N �%C�I 1`_ I ( c _ _ ( --_ _ 22. NEW TANK TYPE HC ACCESSIBLE TOILET 00 ! �► Z I 23. CUBICLa CURTAINS ABOVE BY OWNER, PROVIDE BLOCKING AS REQUIRED 24. VAULTED CEILING ABOVE SEE R.C.P. 2/A6 - /• y - 25. 240V ELECTRICAL OUTLET -- j � ...-�• -... �Y`",�'!�1•'.�l . 1 �c1,!' rte. '> � � • � I 1 • :�, • ' - � 1. 1.4. I •' _y ! t la � ' tLl L I I I I ' , I GENE. RAL G' --- ----- .N 0 I A-S AU_ 01MENSIONS AR( 10 OUTSIDE FACE OF STUD UNLESS R a I f OTl-iE, WISE NOTED. _ l 2. ADDITION 15 TO BE 1 HOUR RATED CONSTRUCTION. TYP. 3• INTERIOR ST!JD WALLS TO BE 2x4 STUDS O 1 e' o.c. W/ 5/0' \ ` TYNE 'X' GYP. BD. EACH SIDE UNLESS 0`i HERWISE NOTED. 4. EXTERIOR STUD WALLS TO BE 2x6 STUDS O 16" o.c. ►Y'` W'! FIA.L, 8AT1', R-19 IN.SUt_ATiON. PROVIDE 5!$" TYPE 'X' ' -- � Glp BD ® INTEROk Ff{CE: AND ;18M TYPE 'X'r GYP. - _ - ��l �`�' �'r II SkE`ATHING O EXTERIOR FACE. TYP. I , 5. ALL PLUMBING WALLS TO BE COVERED W/ WATER -RESISTANT GYP. BD. (GRErN BOARD). u r 6. PRO14DE BLOCKING IN ALL WALLS CARRYING GRAB BARS, v r I - SHELVES, CABINETRY, ETC. TYP. r' N 7. • SFE SHEET 'A8' FOR k00M FINISH, DOOR TYPE, AND DOOIa - - SCHED1! F_S. 7 fi 8. SEE BUR DING ELEVATION SHLF_T A4 FOR WINDOW SCHEDULE L 4 t� PLAN A �- ____ f * f.,_r-------- 9. Et.--CTRICAL, MtECHANICAL. AND SPRINKLER DESIGN TO BE BY I t OTHERS. ' �ltt�b d':�o" 3501 ��I,ALE: 1 /4" - 1 "-U" 1 � 14. SJFDRI INFOREE MATION. PIAN FOR POST SIZES AND RELATED 11. FOR TRAINING BATHROOM ACCFSSORIES SEE ELEVATIONS �`"y� I'��•� 'y •`�'• I III 10 I-�Iv R >� Ru (,� U 11e.e fa FIL E: PEC 105th Ave : '' j � • - � �, r , 14145 SW 4o'17 „% 1 exp '\ . �. �!�y• i 'r t ., ^t BUP g8-038y y " A'ra ',C . w. ; ¢v .. ,; •' ',,1, r .f . � ,i,"' M r�C' { .1, ,:. „ .. - •4.1�.�,' , -K j . ' .�' r • t �♦ SIT 96-004$ '+ ^' 4 r ` 1 t +, ',�'1 `•4h r 1. S� vrla ,: c i i .• 1k �• ! r .�' ' y ,. , ' 1 1 '' '�Ci :•:�':�r� �. - �'• lr.'aN•'. ' .'err. 1''�+:. ''1 - 't '{'. .r' ;~ S. ., 1 r '� \• '�$ • _ 1 y 1 . .a �.•�.�a`},I.Rr+�ll.-:,Mt.l'• '�.1',w t �..4��m/•. r irP..a�rM..' -h• 1 1 IF THIS NOTICE APPEARS CLEARIFR THAN THE OCT919% DOCUMENT,THF DOCUMENT IS OF MARGINAL QUALITY. V IVRI(�ROFILMEll ' Ijl�l�l�l�l II �y���l��l l�ifft��l���r it���tEr�i���r �t+�i�r�r���� ��'���'r ���r r���l�t����I� � �Illlt�t ` • t '� •:��� � J �r Itlilul nl - ' I . f sir tiU ARC 11logel.,4t. en EW ASPHALT COMP. 'SHINGLE ROOFd AND ROOF STRUCTURE BEYOND SEE 1 /A4 FOP NOTES co $EE 2/S1 FOR STICK FRAMING ��� ?!a C4 + I T. L _ - - - - FOR CANOPY CONSTRUCTION SEE c N N n^ 0 '><,y,. • - -L-- 'y.�, - - - ., I ' ' CANOPY DETAILS SH AS & r ROOFRPMItJG 2/S1 lual X cnT o < R-19 RGO¢ IlJtlj a7lD�a •- `� \\ -'C.,KI «. . /I . - rn T T.O. PLATE 304'-4" - 1.7 fy _ q LAP- _- TO �_^_ . ! I ` - SIDING ON EXISTING � SIDING _ _ �•No� IGHT FIXTURES BUILDING, TYP. o C ON R.G.P. 2/A6. . \\ . � 0 0 STEM WALL ELEVATION 296--l -1/4'.. —__ 4 X NEW GUTTEING ANDGUTTERING-' ♦ . , � # .. � �;_. - ._ .._.._�....----�-�.--� EXISTING GUTTERIP:G y -� DOWNSPOUTS SEE 1 A4 d _� C4" CONCRETE SIDEWALK OVER / TO REMIAN B Gdt.ux+N. . FOR WINDOWS 9 & 101 SEE fi4" COMPACTED GRAVE, FOR NOTES DOOR / INTERIOR WINDOW SCHEDULE / THICKEN SLAB TO 1 'x I ' 2'x2' CONCRETE FOOTING ® 'TOP OF FOOTING SEE SH. S2 & CawMW OUTHEAST ELEVATION / SECTION _ A SCALE: 1 /4" = V-0" { O n Lu K C(1 � 12 NOTTF � < FOR • WINDOW INFORMATION SEE WINDOW SCHEDULE SH A4 ; cb? NEW ASPHALT COMP. SHINGLE ROOF LLD ( F /AND ROOF STRUCTURE BEYOND_ . � / $EE '1/A4 FOR NOTES • u -- uj — - I L ICU - - 1 L T. - - - _ _ T_ - Z • - _ 1.- C _ CEILING 8'-0" A.F.F. o T T T I g L - -=- --- P I TNG ,TO MATCH a T - C� DING ON, EXISTING BUILDING, P. FINISHED FLOOR_ - --� ELEVATION' 296'-4" - - - - - - - ' - ':. i -1P � � ...• � +- .:. . J_" 1 -J � �' 6L1✓;13C?8f L° FIJD.W/.,1y r -----------------___-_,.�--,..-- ,t --'--VDOWNSPOUTS - TTERIN---'-- ------- _ _e i1F7k-- � - 4cavc,�u�r /u NOW GU G ANDI SEE 1/44 — - -- - -- -� FOR NOTES Job Nc- 9501 • �X'drI L:1`'b.,.1L t..QY•G F,'-fGG Fes-, r I WIR 2 NORTHWEST ELEVATION A 3 7CALE-1/4"--1'-0" XREF(S): XREF of ' I0 . - FILE:. 9601 ' 14145 SW 195th Ave 5cf 1/ BUP 98-0389 SIT 98(M - IF THIS NOTICE APPEARS CLEARER THAN THF: DOCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. OCT AIL 1111CROFILAIED ►in+iman m►!III n+I+} +Ut+III+p'r ►4+1+i+I+in+ I+I+IIInII+ ►t�fr�l ►t�++l+t+ nnllr(nn+ n+fnq+i+ +Nin+(n+l+1 +�milC it+inr�'Iil , Itdnn ulluN NNInN unhm nnlmr nln 'mi INdNI NIhIN IIIIiI nxbnrendtul IliNN I{IIIII IIIt�NN 1111111 I{nii111 �Ixl mhN, ull f i 1 I ..., • .' Jr ►r• 'r "' •� - .. 4;1 if., �1..,1 <,K- i'• •r. i ✓1 + 1 '! � �,'�+. �}4 r �. • '��. ,g - • 1 r r .. `1 ,. . ... F, ♦ •"q.. �. r,r r w ''�., ;,� .fit' , ,t ;.. '{ r . AN Jil- t c� /,7TO .J,�VV' ASPE-IA(_I- C;C�MP SIrIIr�GLE RC�UE=MATCH F.X I STI.N'G IN C O LO,R, STYLE= � AND EXPOSURE, TRAivSITIC) N NEbti' INTO �'ARAPET FOR 2 HF? . FIRE WALL E X I ST! PJ G• TYp. IXV-4-3/4" � -------'- - i T T P , NEW ROOT N rt f �• STRUCTURE ���D I�lL:,�,! '��>�� � 12 � .. � I F __ -�...----._ __ _ __ ___. _.__ .. _ �� ----- -- � u 12 c1_j IAF' SIDif'1G TU MATCH eF I T 1 I t ' I_ :I .r I _� _ Lu '' x I I I t L SIDING ON I-HE NE & SE ENDS OF THE __ Y1 10 -rf - �� K EXISTING BUILDING, TYP. _ r�� : __ - -C- (3 T.4._ W0 PLANK 8'-0" A.F.F. - _ - ` - 5 ._ -- - ---, -- -•-- -"--�•- =----�. _ _ TTERIIJ EXISTING G �1 � , o r 1 _.a r _ I Ai D�J�� f JSPOU TO - - - -, I ! I �k I RE=IkAAIN a o r NE's' SiE~E T METAL GUT-1 FIRS AND DOWNSPOUTS � SOUTHWEST ELEVATIO0V � T MAT C}. N .. N _ Tn ,0 , • 1 C, � PR�E- 1LF A D F I � I�E1 C)�- E,� iS 1 I , JC , SCALE-1 /4"=1'- U' XREF(s), XREF F� L� �..�. ( )' U �.E� ��% SI ��f- SEE RO()F ' S � t L a WOOD SHAT"E S► if'JG � CZ) D a; ,�n Ilk Q LAJY. y ag C, cc a AU_ r-x7l:3 Com• na TRANSITION iJE'•W' ASPHALT COMP. SH !1rvG�_L - __..------ _ — _ - --- -- � 1'r�ANSITIOi`! NEW :*:, •, � _ ROOF STRUCTUREUCTURESH ! tiGL S EXISTING Roo ~ Ai"vi1WNDOW _ SCH,EDULE TE� /A• FOR N0S - `1~`.� r'�':�_.,r�"+«� ,• ��� . WIrJD0U4.r__ SIE _ _ --1'YFEo.rEs -- _ - -- --- - 2' 6Kx 4'-=p VERTICAL SINGLE- �EN ROC* -' SLIDE HUNG * _ STRUCTURE r � 5'--0' X4'-0"� VERTICAL DOUBLE SINGLE - -*- ' A8 � C SI_IDFRF HUNG 12VERTICAL- -TRIPLE".SINGLE . _ _- J ' _ w _ ..t.'-_ -� .�, _ - / - -- - __.__ _.__�y �--,� � 5 Ll�r�R ---- ---HUNG ` _S _ _1 T LL �. -._` ____�_:. 8 �, 4 -- 0 X 3 -0 HALF _tom _ _ _ .. _ ,.I_ I / T-�T_ .- _ -- ._ _- _ __ ..___� LAP S I D I Pry G TO �Vi AT C,H RO U IJD I � I I A8 1- - -r- --,- __ :' �, I 6'-0"x 3'-G" PICTURE 1 _. I. - 1 ;,- . S 101 r d G 0, " E=XISTING C� ix% �_ _ -I- -f- _ ----- B U LD I f�G, I ( 6 '0 X 4 --0-�VERTICAL= DOUBLE SINGE I I I � AS _ _ ~'T_ T .__._:� _ _ SLIDER HUNG 1 __________ ____L..� _ _ _ _ ______ .. I 1 _ ._ - -��_ __w_.__.,_. x _ I �_ _ - U 4'-0 "2''0 PICTURE -�1 XV �C.7 � I %� WINDOW - - - _ 4 _-_- -_._ _ t� 14 -O4'-0 �VERTIC,AL SINGLE ti 1--r- G 1 CP':.�=.'T - -- - -. .."„'_'�- .____ _..-..........._-- -_.____ _ _ ---•-'--- - --. --.- - __..._---'.-----• - _ - - � - � 'SLIDER- HU_NG 304PICTUREa WINDOW - i , ALL V`JINDOW GRIDS WILL BF WHITE ALUMINUM AND SEALED FT F ' BWEFI'J THF CLASS. �L� C-�i-,.1 I � ! _ _- � . � _____� I I ,, SQUARES Ql A E.S W LL BE EVENLY L SPACED AC��7kDING TO A MI !. 1HF IJ I.'MBFR OF SQUAREC C -, -� - y IL __ ' SHOWN VERTICALLY AND F; _AS LY ON THE ELEVATIONS __ 1 _ __ „_ • * ONLY THE TOP HALF- OF THESE WINDOWS WILL BE GRIDED _ } �_-.—••: - --•-• - -- - ..____ _._�� _.. . _--- ._.. ...- : .__ _ .._ ._._._. .;.._........._.. _ , ---• --• ----- El.� 296►._ _ -FINISHED FLOOR +V r4OTV� U - VAI,u 9. r� W rt t?O IN d, raN'A�I. 8E Job Nl o t g 8r (0'1 NT M. erWH VALLC off. 0. 54- r?_�NORTHEAST ELEVATPiON �A- SCALE- 1; -1•-0" XREF(S): XREF 0 f FILE: 9601 141'!91 SW 105th Ave G of 17 BU'P 95-0399 SIT 96-0048 • r ►,'', #�* IF THIS NOTICE APPEARS CI,EARER THAN THE M OCTDOCUMENT,T!41'• DOCUMENT 13 OF MARGINAL QUALITY. q MICROFILMED l�l�i l� II 111rf IMi��I�1 I,,���i`►{ISI I I'�I+��������� >�11IfI pmft �1nip'j+ o f if ii1I1�� 6 �lil 1�� 9vIT I�LIm�i�I�b�a��tlllltt i���huelltn{��i ��L�II r�iir�n�ad�n iyM��tu rall�� +►tbir>itm��ml ��I�u t�lhHl Inn I��Ilrn ►�rl�� ;<!!,�iFiri�n�ir�Gg �K r , ` �d �>!�t + i w .,� .a. - • Y .:Mf , I i ri. .M 1, • 1 ,� w'.••N,,• x . , .' •' ..1 `t 4. ' ,, �' T ,,�,• ,..'* ` • ,_ ,. •„ EDGE OF EXISTING � �►/ CANOPY r tii 1 l T PWD. ,* RIDGE r Io 12 s,1ND,ofE 12 _. _ ,� .� ` 6 TYP . _ L xT WALL CONSTRUCTION ���'�• ! t4 _. - 3,/4- DROP SIDING OVER VAP-4R F, 1�I:; SHEATHING ON 2"x6" WOCD STUDS AT t 1- . r� �• ,- Y i__ r a 16" t-).c. W; FULL BATT R•-- 19 INSULATION rvz "T N r ' � AND 5 �3 TYPE 'X' GYf'. HD. If JSIDET. PLATE � � ,l_i EA YP ROOc- STRUCTUR .. I 1 \ �•'� L_____ -a / ASPHALT COMP, 'SHINGLES ON 30# FELT j S ____--. - OFFICE _ :�..__ I �, c� TH FRAI Y -�- I r �• 101 - ,....-� _ �xisn►� �•�..>J11.,6 I OVFR 5; 8 CDX. PWD. 0�•1 TRUSSE..1 OR `�� F102 } i t _ � : t --� I RAF1-ERS. PROVIDE R- I i BATT INS L ATiON I v _R� D E. F. L A'v'E AIR--SPACE �r L� ` { �____- - l NUF OF ROOF. E ! 1 1 -- T�` A8 F INSULATION. (� �' LLJ ib T. SLAB +[D I � FOOTi K�l �BUILDING SECT�ON w>w a-j SCALE- 1;/4"-1'-0" tJ1�1 oujLUG 1`r�`�I,1J .)Q ( � ( I 12 12 � I I bI 8Lj Ld 10 { { I � .... / ,-- ' +• `�� ems_,. - • � �-` �r' � �.,. ., � I •' I i I Nit• <<�1J• ____1) !Lt1,0 Q T.O. WOOD _PLATE 304'-4!' .__ _ - ,�, . .._. a _ .»..-o--� a-s...o _'�'"� -.._._- � e P RECEPTION I , j _ION low f l� —I, o a I ► CN - ,� II STORAX — ___ ME F INISHEco 7 FLUOR _ _ _ -*A S2 . UILDONG' SECTION. �, �• SALE-1/40-1'-00 .. 12 I I ( { 1 12 �;. 6 I �, � .'�\ • . - '' EDGE OF E^X . 8 , " . -, CANOPY � of _r .2 Z • • ' s, �� i , ., �'•� - • � i• ., ,,.�•col N�6►�;1�No +.��.: . ` a I ' • I .' • i TTS /' �.. ��►•t � _ _• ' Z' .. OFF_IC E , qENEFALI l • Ion ! Job Ai ce �60d IDate$8 is -96 3 BUILDING SECTION �-,' SCALE-1/4"*=t'-0' . v' ,•;, .° ,` ', 4. ,� f ' ► VILE: ` . 9601 IM,.., ' ry'�' ) •,• , 1' I" �• "Vv vii', ./ ,+ . .!' •1 • 'i 4 f , A 14145�yy 105th Ave 7 Of 17 C / � ' a. * r :'• • Y'' s ` , �, BUP 96-038 4' SIT 0046 , • • - a �►' / , i 9. •- � •l. ', ,. `�,.r, t y • . , ' n . / _ .' 'N,ll1 , ./ ., •. ,I':. , Wa,". 4 ^l.. +j•"_11.k .',3Fi.hM • ,q• ,• .�r IF THIS NOTICE APPEARS CLEARER THAN THE �un•� 91998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALM. 11�1CROF11.WD � tests+s�s�s�s�s��I���I�t,J,M �tsistt�itt�� ► ststst��tt�ts sisisis�rlsts � � I�'•, s1sE��jt�t► �Is1lt�jtlt - ._.;,. . M. _ '�� jts�s�I�l��i � illtllll Illltllli !I1l�ll{ illltlll!Ntitllll UIItNtI Ilitl�ll tH!{illi NI�INI IHttil! NIl1lil�jiliiin�iiit�!!! .illiinlUit�lN HII{Uil ln,lllHiNi1�1111 n nlGn u���!!t�' 1{ ilnn i inl � ' ( I , low A R .. _ 1 , ' k _ 4N : Y�- , PO . ANS cr ALL CEILINGS ALIGHTS ARE 8�- n t �) tn � EXHAU-) ° HOOD ABOVE EXCEPT VAULTED CEILING IN 'I ' RANGE TOP'-SEE. A2 FOR � � �� `�' e 1 `II T14FRAPY BOOM •,� tom, I � 00 L0 tN r EDGE OF NEW SOFFIT -t-1r7 ,k-t' '.�+►.� .,- �. 1,,10TE U,) >e LLU CD F-C3 F? 1 , ,'�`'• i ��� v �• ._.� '� ALL. IN'TFRIOR 1NA1•• � TO- 3irC3,�,�� I mss. ' RECEIVE (11 ' b/8" � � I TYPE 'X' GYP. K. TO ATTAIN C`4 Nat._ ---`_ ---- - 1�=�.� "— �� r , a 3 _� I A (1 )HOUR FIRE RATING ' - 'THROUGHOUT. U T. I Th R U r - - - �" Li-1 ftY o / - CD ELEC. PANEL � � ,� Q tai c(M) -�, Fuu W1510 L D Q \ -pb _ - _ ( ( CK bI •I i r ,, 1 �� ` I PAINTED FLAT EXTERIOR Tom ' rw - rl � � UL .4- G � r J �' IPLYWOODc 'T r--- '4 A6 L ' L �1 1�.y r / GRADE. SOFFIT (r- ck� . _ - NI 0 MATCH H , . AND FI�JISH �[ � { _ k CSF EXISTING, TYP. �� Of 1 N ILLUM.NATED CEILIIJG rl- 'Mr31GN -(NEW) tT�c.+T i�Ljr„ INaTiftq ~� .� ll 1 % �-' -' I EDGE OF SOFFIT h U6rtG•tAL PAN�.L 1 N .. ;� u III l_ __ -.-�'- 'fir D cy 11 —1/r1'�' -- � �' RFIwGi�ZI� •�jv�reP ! TNI�►a. flbG�•C,►-A Sy p � -� _ �" _ ,, 1 �.,� r I 1 i �I - !� � -•� _. ' r � I' ---CE�ITER LiPdE OF CANOP`r 00, ! i ^N 1:U4 t"AITH VINYL► 6P6r r"•puliDlrV6tr. � ,, -- b ; ' 1n'-s- �'. L i Mo u uT Y'� IT". t2CtRI I rJ G1 S'1`Fe �5 • �1r (; "� ilLLIMINATED CEILING m'I141 M 6,11'1 I � ®D I- � 'EXIT' SIGN (NEW) � � Lu � �UP►'i Y (?�V, I 870 —82L. 35 ? II+YF'?S 5�T ?YPE 'X ' ' jl --•..__11 _ __ cn --- GYN. SOFFIT 61). FOR 11)•.r�` ' I -4 - 1 HR. CtlL.it'l,;, TYP ,. - - - -_ - - - LINES - ----- T-- —_ --- --— �� -- '� G WJT III j DOTTED NES S x I _ I � I , i 1 '�,c I-T ((.L L<h'i r N AT I i N L I ut H T I N 6� \ • � t l �-` LLD � Y QD, Tp F3eC Oh! AT &L—L- T I M �- LI� v _--- --__- - _ _ -- — -- V,;;Ft.Lo . To, �:T'1VRaENGY ' LICRMTIT'•1 _ � � _ (� -- -- - + ,� '�JA�L _ _ - — I GrR�6♦Ir. - _ ___ __ I L,' C HT FIXTURE SCHEDULE r� tlr ..tJ ca .. ` ' - __ .• •sem „ [� ELLIPTAR F301 S)MAL L FLORESCENT- � E_4'- f FT.._ _ r I •- .�.. -� N + . f�� ,r- �,e!�1.`'.C.T 24" , 48" T8 LMIP • ''..ill- ►C'�L-& PLyY. M.7L:�1F'�I�t✓ °9' 4 LAMP FLORESCENT 7- 8 SURFACE- . •e5�•�-t�►'•.�t'�1a Ft�c:ar-Ir�C+��. P10UtJTFJ 'JdF'AF�ARUND G�i�lERAL _ ��C7TE� ;_ c.�►,..d�s.:.. .�, » �x► . . - --- - - -- - - 11.1'--:v"►..�a�'�lC.- vTA 'aF� ' 7F,;:�wF� 'C' SAME AS 'E3` VU�� TWO IAiAPS � 1 . SLOPE ALL GUTTERS `� AIP';:)L_� {:�. I 'D' COMPACT FLORESCENT, 24" IN DIRECTIOt! OF ARROWS. I r � II�E� L�C�'�C� C�,1�.IN�i PLAN • �"`• .F. UNDER CAME3!�J� FLORESCENT GUTTERS WITHOUT ARRU S ( I --- F VANITY FLORFSCCENT, 36 2 ? - ARE EXISTING AND SHOULD 1 CALF: 1 /8"8" = 1 ,-0" 'G' 'NAL.L MOUVIT LIGHT E �} EXHAUST FAN RLMAIt�,I THE �AM�. �. I . 3. ALL `SOFFITS ARE V-6-7/8" LONG EXCEPT ON THE CANOPYt i � � �'%i?�.T'T.)I��.,. r'-Fr.�",,4^�� L..1 i TF_ AND THE EXISTING ROOF. ' 4. ALL GABLE OVERHANGS ARE V-0" EXCEPT ON THE CANOPY, _ r •,1` iJIC' m r`�- 'tq.t: 1'rr,c,1�N t 1', 0r— /FLOOR. /F=L_IOR. LIGHT FIXT. :�=,�_ ��: T�,�-�}•�'�.1'�� '� 1r;L�1�''� � �� ,.t... `D r.�{ I R®QF PLAN SCAI_F: 1 �8 1 '-'C) _ VERT. T ,USS rl t6 NT_ F I ?.-r.:1gjz ;- ✓e �E�C ) 111E GoNTI r-4 . LEG <. I DRYWALL TYP. _.. -- _ - _1 _ •/ I3Hi.113 >�lgaiar It�Atlt<d asdwis. Ex>ierior 4��> na iswerideui!or�4_ho>dr ` . 1 I cminww use steep be mmIlo setd"llyr contiow by a diner or ph ima or buiL 7knen awn Wi f be opablr of m*wmk acifjrstnss- for oem dayt and for seasmW 4ghgbl wipItk ns and ! B OTTO N'I C'H 0 R D OF' TRUSS I I lave backe0cn4atannos npw%*0&e lid ik*vice's progr%im m4 Owe using:brat km t + ( I 10 hom if povw is iwArrupedrl • o I { I A7 ALL LIGHT COVE DETAIL A•�O SCALE: 3" - ,- T �) lot° of i FILE: 0691 ' fA h• . 'r, •. f. g • SW 105th Ave 6 of 17 '. 14145 r BUP 96-0"A09 ; ,. r ti r 4? r « SIT 96-00411 aT IF THIS NOTICE APPEARS CLEARER THAN T'HF: OCT 91998 DOCUMENT,THF.DOC1r117ENT IS Or MARGINAL QUALITY. MICROFI LM E" I 'I f 01111ji111t 11 '�!I jjq-i11�� �111111�111 ,,;,, a nllli�r rlrlm "11111"irlru d1�1 1IUi �h�n 11tq � r � „ t 1 .s« .s .1 'Y.r.r«, a r. ..,. ! {' '0..•'+h ` I i •� jr,... a'.• i •`,:,> d..X 1:a �y.:i' 1 r '. r , ' ., `I - •1 r Z'• 'r•• , - r'{' 'il (' _, `, ,� i .! '. '. V j YL '0'r' .�'. ., • .w. f 1. r�l. . . R--. .y �-1N' �A, r. .'� ' I ' •�`• r.. � • i''',` ! ' r t' d ' !f,•F' r •� YJw+•li \ '�7 f' .. i h.f` •{` ,. . t - t i1i'. ,�V!'. �•`l'r_ir 'i(y•. 1 . .r I'. .. _ ! .. , /' !�-r r � WAS..�. . � tI0 r. N I f h 11' •' i j NI i' • 77�j- • _'fL _..w`„--_ em_-,hr1_-_ -r� 1Lxl� �� %�fr. sSHELF F . htit�1 5 -Pa- cEs UPPER CABINETS_UPPER CABINETS -UPPER CABINETS PROVIDE INTERMEDIATE W, ADj. SHELVES W//` ADJ. SHELVES CLOSET ROD/SHELF W/ ADD. SHELVES -- - �.r /f SUPPORT � �►- , f t3ACKSPI ASH & - i y` ... t ROD ---�. ___.__ 3'i= - -- _r ,.. u , �'�•:._ COUNTERTOPS " v - •� _ - --' - P S �3c- .-.�..- - J LQWEPCAL;II�ETS C:) (�ACKSPLA�H do WINDOW F3f CKS LA - 1�„ ® � �, _" �A �oUN i ERTOPS ! �•-. __ CVU111f RTQPS c` �P I I -_ _ ,�- �' �' re) CN .4 _ . REF. -----'---'-------.,.._._.- --�- 'X� -- - ._ - ._ ... ::: - - _ .. !tr � ::� >`. � -�-- -�---- " � _- - - - —= _ OF I c\, co --.. ti " - i > ASHFR & Df:YE:K / - CLOSET W/ - .._._� _.: .,� _, _ - _ I r COUNTER WWGE , ! LOWER CABIN FTS _____, w '" W � WASHER � I WASHER u URYER / \ - �� - + O �- > � _ A / ADJ. SHFL , FS - . I ,� c -� vi c� i h i ` BY OWNER \ ._ \ 'a �'�� _ ~ -- _ �, u- n P --- - _ -� Ar IL I REFIGERATC)K, I LOWER CABINETS -T-_ ---- -- -- ---.__.,��___, cY Vl11w1f , WE71�Y :� �''� I f��il' •-� sr-� 3••-� � r-ar VF•RII4VWY� �-ar :!'-. r-+r • _ -, - �' RANGE & D i S H -, - ----,�- - -- -• u _ _ - 7� BY OWNER /TNINTERIOR ELEVRTIQNS L� INTEFiId1 :V11�'IC�„NS .F�IOR ELEVATIONS M, 1 _F LEVATIQiN6 RI EVA 1 A_ �--- A- :A.0 r/�.,''_ il ., � _ M Al Q) • w L7 lam-!NTERIOR E IES_ 1 . ALL UPPER CABINETS ARE ADJUSTABLE P. C r � �„� .P� Z Q AND t . LAN1--5 UNLESS NOTED OTHERWISE. '�✓ 2. ALL LOWER CABINE-T'S ARE P. LAM-4 3. ALL BACKSPLASHES AND COUNTERTOPS x ARE P. LAm-3 P. LSM. All LXPOSED 5/8" TYPE 'X' GYP. WALLBOARD �l L SURFACES I _ JVALI_ STUDS—SEE WALL TYPES , 314' PLYWD CCJtWNTER TOP 2x4 WOOD TOP PIATE - -- -- �..a' P. I.AM. FINISH / I "--.-I . . ------3 e FL`IiWD COUNTER c SCRIBE FIT P. LAM. TO i TUP Wj P. LAM. FINISHlz� -- -Y'_---- WALL SURFACE 1- 2x4 WOOD STUD O - ' - -�' �' ; / 14f BEYOND i -�^ •--� cn -P. 1 AM_ BACK SPLASH do / ' Rf�l a ,ZiURNS ON ALL END. , DOOR FRAME -' - -- WALLS 2x P.OGKING - -- - - -_ - - - _ - �~ \ �-� (C3 Tv -2x BLOCKING 2x4 WOOD PLAT=- •- f i ry r y ", DOOR- SEE DOOR SCHEDULE C - - - P. IAM. ALL EXPOSED SURFACES { I E- -- -' -3/4 PLM SUPPORT /Y WALL STUDS-SEE WALL TYPES SH A9 - J do EDGES , ' PANF� W/ P• . j ` �• BEYOND - --- �+ � 3/4' r'LYWD SUPPORT �p I - -� :� PANEL O 4'-(r o.c. MAX. 1 I I •` w 3, 1 5/8" TYPE 'X' GYP. WALLBOARD Y 1 j i = L1l_ i r 1 t__.c O c_-a X WORK NTER RE PTIO COUNTER ANQLiED FRAMING DETAIL 3 i- X r=M MEs ';:�%N,1 !STAR- OF -- - =- - Nf Wk LL � SAW CUT EXISTING VENEER 2x2 CEDAR PAIN-FED >__', .3/W' VINYL DROP SIDING I E " TYPE 'X' GYP SHEATHING 2 I TWO LAYER 5 8 , I 1`12X4 �ti'OVD SUDS C� 24" o.c. - ; /TWO LAYER 5,/E3 TYPE X C'YP SHEATHING _- -f-__7,---PAINTABLE ACRYLIC CAULK J _ TO MATi,H SURROUNDINGS UL.•_ U•u O l' '�;t "••, _ - -__---3/4" > J.G.f= PAIf�ITED �'V;' ACR'Yl_IC � PRINTABLE ACRYLIC CAULK ENAME' TO MATCH WALL-� _ TU MATCH SURR�UNDI•NGS ,' - 1 BRICK VENEER j �.. -- --- 1 4. HAS AIR SPACE--I 1 ' VINYL SIDING-------' � ,� HALF—RD V.G.F . BULLNpSEPAINTED W/ 2X4 STUDS AT 16" o.c. -- J I i► ' ' ,.- ACRYLIC ENAMEL TO MATCH WALLS ., /- I , T�- sig G'A'P SHEATHING f ?x6 51L1_ PLATES a 1 LAYER 5/8" GYP SHF�THItJG v` �Ir / f I - -- L - 5/,8•, TYPE 'X' GYP. WALLF3D. 1 LAYER 5/8 GYP WALLBOARD ( ,• �,. _ _.r�,� ...__ _-....__ _ ._ 1 . MIRROR IMAGE 0 SIM • 2. SN I��I E 2 Fi R WALL INSIDE ENTRY �T"L- • ONLY NO SIDING.' SET7 ROOM W-,SILL QE I AII. . NOTA-_• ,.__. • . ��� V,���� 9�0� � --oWRAP b'VINDC�W JAMBS' & , E �c��t 1 ► D' FINISH SCHEDULE FOR FINISH 7 . 3. EXTEND INTERIOR 2ND LAYER OF HEADS WITH GYP-B!'). ( � Im Ill 8� 6-96 ' GYP WALLBOARD TG NEAi?EST � ' �. ��raQta" 1 PERPENDICULAR WALL. of 10 41 SW 105th Ave 9 of 17 .! � ,5+R � •~ '` . . ' . • , { r •C'1 I r, ,tr � BUP 98-0389 � `' b ' SIT 98-0048 � • „ti ' IF THIS NOTICF,APPEARS CLEARF11 THAN THE OCT 910 DOCUMENT',THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED (jl�l�l�I� IMI�I���a��(I I�I�I�IkI�I:III•I`�I�I�I�1�1�! 4�I�I�I�f�lj� ' 1�TjTrl�t�i�I ' �l�I�I°,��1 I�i�i{l�i�i�! lll�i�i���'�i� I�1.�i���#,�I�t� #���1�1���1`( ��1�1�1jl��� so �I41�tlii IIII�l111 It11It11!lII�IIlI tit1� Il ft y>iil iHI tN 1�lip IIftlIN t�i,�til � h�u unlan iq��I{� n uta m � Inca • . 'o COMPOSITION ROOF TO MATCH !� EXISTING MODIFIED. TO COVER STRAP _�-- �--- GI STEEL STRAPG$I.a.tpm. 96x21',° - 2x6 T&G DECKING, - �s 5-1/8x9 GLUE IAM. RAFTER CHAMFERED ® TOP TO FIT -4 1 .2x6 FACIA BOARD IrtY _ PAS N 5-1/8x9 GLUF LAM, GIRDER 0 v. o �O \ CHAMFERED 45 DEGREES ® OORNERS � ' - \� 'TIMBER WASHER t L C3-1 2x3-1/?xl/4x0' -6" �= 4 111" 5-18$6 GLUE LAM. SUPPORT BEAM cj) 1/4" G.I. STEEL PLATE EA.SIUF CHAMFEfiED 45 DEGREES ® CORNERS CC N 5-1/8x'F, ICING POST CHAMFERED ® TOP . TO FIT a _' GABLE RIDGE DETAIL SCORNER DETAIL ® g SCALE: 1 - 1 /2" = 1 '- 0" SCA!_E: 1 - 1 /2" - 1 '-0" c r C_� ISI ' n a —' 1/4" G.I. STEEL PLATE j �p / sm� wrm 1.5 ♦ �� �� e -- ♦ — nI e �( a; X9 10 L n�iulLU Y ya ~k _ I I ♦ / - —2° TIMBER WASHER ILj Q i 1 /4" .PLATE :►- r14 GIl_, ♦ i. 0 ixs cc _ m (Z) KING POST BEANe DETAIL 4 TOP OF COLUMN DETAIL SCALE: ? 1/2" _ '1 _-0-- �r SCALF: 1 - :`" --1._ " --------- GENERAL NOTES I UNLESS SPECIFIED OTHERWISE I ',. __ GLUE IAM. COLUMN ALL BOLTS ARE 5/8" A 325-N 2></2 CMk; TRIM PIECE G.I. STEEL W/ WASHERS CHAMFEREU 1" ® TOP \ CHAMFER 1" ON ALL VERTICLE OUTSIDE EDGE & 45 i %� EDGES. START 1 ' FROM TOP DEGREES ® 4 CORNERS AND BOTTOM i SLAB ON GRADE _ . MODEL N COLUMN BASE 6" GRANULAR FILL MODEL NO.: CFA W;' 2-3/4" BOLTS. —------- 24x- 8-7/8" SIDE FACES FORWARD GRADE __.__�-L3-1/2x3-1/2x1 /4x0'-3" T/O SLAB EL.. 296.3' —LAG BOLT w ♦ - / 3-- 1/2x3-•1/,2x1/4x0'-6" p _ TIMBER WASHER ° ��� 11 -III Job Nlo, 960 -I I I�_o 00 0 0 - -- - - I-T - y, ��l1 EA WAt t4 Z4l -i-�!jz! . 7�, —(ilr 5 COLUMN BASE DETAIL 6 RAFTER — BEAM DETAIL A 080 fr SCALE: 1 - 1 /2" = 1 '=Ci' _ - -- VDSCALE-. 11 - 11'T = 1 '-0" 17) 1 . + - FILE: 9601 . 141455WIMMAve '• .. . 1 1 .. .. Sun 960189 10 of 17 SIT%.rN6 - - IF'I'HIS NOTICE APPEAR%( LFARER THAN THE IMT a p� DOCUMENT,THE IHx-UMENF ISOF M.ARCINALVUALITY' MICROFILMED a Ar �f►1_III�II iS D11I IIII►Ipl;,l�ll 14HUgllq 1:11 1lll 1111111111i1� 1 �jlll�llpp 11111111g1i1 NF�g1�NHII 11i'•if(�i��f Ir11` { ��d� — ndun nnlml nulnn wdnu nittnl a+hn n ul mhlW ludln Hllnil niuhufiu nninn nnhl rc1h9 Illeu ln�r kn M �,DOOR � IrNITERIOR W t7e OW SCEDULE 0. "DOOR FRAME HARDWARE REMARKS ,G mac'-----'�------ ------_ _____._._. ------- ----.._ ._ ......_.. •+_._....__..__,_, _. __ _._..._ h ,1•'` r 0 n RE _NUMBER WIDTH HEIGHT' THICK. MATERiAL FiNiSH GROUP-_ BATING -_ _�_ �' 4'- -6; 1 --3 4'r - Vin �STAIRi. H _ _ - O�NiiN.� _ �_ -_ �.-r✓` 1 dvDRL �! 3 �' - --- ----�--- *_- - - .0 =hot 1"O �IN�r O},lr• � `"1 �� b� � NCC:+l.�,0`rU MTI.,PV,4> ri o / _.__.,...- ._ - - - G ----- - •-- --- � ----•--•....---....••--._..... _.•...•-,-_ _.• - ......-^......- _ 104 Do 00 106 -- — --- N+ _ �.,.. r 108 109 8 0 MI YEE 110 _ _ - � 441, Ir < IL _N C S L - PINT L -- 1 --1 2 H — ELE�1 Cit .t �."'�i1-.1 . TYPE A 1Yf7E B 1`�(F' C fYf�F U - TYPE E - k t N. 2 DOORS Ac _. 2 CLOSERS �`�� to _ .HARDWARE. Si2E r f cT FIRE t o Q NUMOER -WIDTH HEIGHT Ti•itGKr TYPE I MATERIAL FINISH GROUP RATING Cid a -- — � 1 DOOR / INTERIOR WINDOW TYPES M c:> 9 2' 3'- -- D IRE ' tA�r-�7 N 9 j— -- 20 MiN. 2 WiN OWS -`6 APART' � c� o 10 2: � ,,�.�q�, - 1i�,rH ,;� ; PAi t� M _ 20 M I N. -i------- n SCALE• 1/4" 1 '-0" �`'�� rte. a * 'CONTRACTOR CAN USS EXISTING 00R iF IT IS STILI, IN GOOD SHAPE. 6v r N G-R.A L Ho-r6 O N A70p. TY �9 Ir -- UA w urs �� co �' 6 0 0 TILT _ ?'Oi: D 15'�'E�15IF�' `1150. D '5fi FEN&ERE� `; =' z cc U 1 310 MAX � 42 MIN" COOS. : --_ - _ • .,---- - I �- I a I ,� � � a LAV o - . ! _ ! t'ia r Y`I ATs�R 17 I{.P•i►� O ' f , i — _ r _ v / -� `- X / � 1Li � - ! �TOILETI �( �r .� !Ng U rr��rt�r� o fx- lU �i! L.!J q ! o-r�•+ r�!�at� sy n cu cn I L PAPER _ �- Q \ j �." I _ X t 1 — ((v P'trV rF . !_0 Cp H Ali I i , 1 �_' - � T"'" N � g4�tALl. � ,b,GCiE'fag f i��.'� TA t•--. \� `�`�-_,__..._ '-` � , ' I � olw�l..ap P6bPL.1✓ v,No � . r- � � �� ���x t (mss M r LY W 1 TN i i d AND MOW4-nN 140,160+T ....�_,. 0', SIN ! 6' M,4X �' MAX S" i„11�1 OPTIONAL, � - ! � � -- NOTE : IRE� F FENCE i*I ANU�ACTt�RE 5 RECOIN" -1,...N..J A--J ! IONS tr' „ ' !L AV CC 55 I:31�. i �" MOUN , , 4—I�, 1 C-;�-I 7 uJ�-4I L.Cr�4 1 , �4CC�55 ( 3 ►�. ► I TO lfl► - I t''f iN RE5TROOt„f AGCE%5S0fR JE5 REaUlfR CONT O � ,�1�1C TO T 4 4E FoL LOUJING j M4XIi"i!UM t„I'OUi�1TiNG -� I �--I�`5: FOi�IJ► ARID REACH: 4a" t'-lA>< 51DE �'.EAC� �>4" r7lAX ` OV�iR 70f= OF 2. 4•" IDEEP COUNTER: �•4" t"t-4X. 71 A M I IV iNU! I OF ONE OI~ EAC!-4 F l r'.-*-�1�I; �1�1D 1-�C..�...�550�`� �I �'� f I � ,=� �'.E 5TRO�.+,�i I • - #- , ' rj �- 5Hf-•i+.-L 5I= ACGE 551 r�l-..•'H TGA T�?� � 15�I���U r-'4i��' 5�,.-�1.-�. I I E.--T Tr 4E R. E t. U I RJE11`1ENT5 Y , OF T� i 5 D E TA i l "' ND LOCAL GOLD '_5 .�. __. -:gHt._ � ,i �-�-.�-- _--,- _-...- . � ,��kI� U���ra ��c�► ROOM NAW rL0(JR V.['A%E WALLS __ r F1111►� pE?�+.-Rk r \ r _'t I 5FE FLANS AND 5f=EC; 1�'ICA , i0_ N5 FOR ACTUAL FI_�'TU E5 AND 7 "� CC550 ?i _5 IIc�L.UDI� 111 T+�15 � OJCTv 5G0 O UJOI ? :. , ' • � -° -�- - v ', 1i4'~ , A iD' ► ! J �UAND ..�_ .a! r t IP WU 49 rad; WR�.I� rsP! wa�¢ �i ,e r, t, 1A Y ! oI ''r ,Y`' �w. •��.L,.t Tr t, -�(_•,�„_ 1-.-+i��--r..-.� �' ' •�U Ncll Vcl �+"_ ' ../�-••fir' -..� -�. •--•� M 1 ` ��'' ,, L .''y ,r , , �(� GO �t 1 r p .. p��'U�..1 �� o � _ �'��Yi 1�1 ¢� f�I J I'� �'_+ 1.ti.,� '/r�� ` _'rte•....* � t '�.$ ,�. IJ` •� •• W� Y .r �' k• *�M a31 f: �� !�! �' '1. - �,, '• Wall I ' driiQrlyd INtyM .�lltr. rC�ytMprr tl �, ' w .�, 1 :' ....... . FILE: 9601 ;.a clal�no�t arlac �arplil�iA 0o f I 1��IrAl�d'M�IM�lMQ11iM b��"�� r;' � ' ; r, ��bMMioA 1 M 8 r. a r .• r: nr " ,5 �• •i' �1' .'�. ..!r.,,F' n'r . '1 ,r A+ «,•' Y I• "R 41,1 x ► '�a ti 14145 SW 1 'r' • ' t'.� j, A�+r' z 05th Ave 11 Oi 17 BUP 96-0389 ►, t 'Y,' ,� ! SIT 98-0046 � ,. -.r.+'- .. � .t '7 r. _.r- t.. . - ^ .._, `.�'��, 1�. '�• .i''�.. .. I. �4,� r'� .. � 13f'.M;t.'r t I �'M., A . �!_ ...�._,,...- .�,_-.._......._..,_.+..... ..,.. _. ,_.,,�„_T.. � 'ter -»..._.,......y:•._.r.., ___ . iF THiS NOTICE APPEARS CLEARER THAN THE M� W)CUMENT,THF, DOCUMENT iS OF MARGINAL QUALITY. �M MICROFILMED • �lfil{111(11 I��I�I�{IIIIi I{���I iI`� s'II`I�f�t�III tj�Illl�t' ,; � �i1�' 1�1�1�j�i�dt ►1�lila��l�1� i1t��•�r • ' I� ��1�� ' , �- ---- ----- Di sctarmer, This Is not a construction document, The dimensions for this drawinc came from field measurements using a tape measure, The dimensions wilt Vary I c r� O (.0 C`4 The bathrooms in this drawing are ment to k)e ,7� �'� �r; in i' - _ U ® ,_ • diagramatic representations of what Is there, they OC O f are not the actual arraingements of the toilet • .__--_ �� �� f i x t t.a r e�r N, 0 The closets In -this drawing ar.e also vent to be l diagramatic representations of what is there, they �� �-a � `n LL are not the actual arrangements of the closets. �� n � b h2 bo with the le-':te- "F' in it denotes fire doors + 1 O — ® ® I Windows Doors _ (� }� TI I :� � TypKol a�nswns for I� iFYs type of layout i �'1_ f>f/-0` _- T-0'�^ _ -T a C It L 61-03# 3�-6� -�� U J '�� �/-��--__. __..-.____-- Fire Door_ ._-._ .^..� � t` --- ----- -- "� cp s ' I �- 31-108 �_ �__.__ O 6'-81 ®� � _ ( I � .. - c s1-00open win. .__ ._.—._... ._. _..._. ,� Q_ 7'-10'�lass door OD i ® ® �1.. � +••4 - � - .�• �x- r- - -r. _- �.. .� .-.+r- J[.__ x�' _�•-!• .._.�.._,f_._.JC_ tet' �..• �. __ I o V® I Snak pnrtttk i %Wv b cttk� %p4LV- sb0`VQ i nrttf(C ` / I(AD ! v nbove m attK ce. (t •_ ( U.1 U I SJ� l � _ __ . Spoke par Ution - I I�above b attic space. (�� I �- r�--1-•'Y-_ ) _ � .--., l �� � �U � ajul L e) I 10 ® � 9)L --���,o -�L__. t��_. ll._ --��-, �?! I I(D 0 $1' _i i r 0 1 I ! - i f _�J �__ _ _ Ir- I->� I ((�f t� {(�' r Ila I n" � -� 10 II I 011 j obove In att'k_ space. i I 01 It OD I ypicut rNmemmns for _. .__-•------ L -- _ _ ___-._ ___.__JR`r_ _... __. --- _-...- � - C_L' I I this type OF lave ut `D �'r / x _ �� ._T�-ry_+._ ._�+__ . I iA) ` I I I f ISI 4-A 4D U -- --A ty v t plcal dMenslons "or �; I this type of layout OD C In� 031 I a . W %0110b NO? 9516 1 FLOOR P Lf&,,\ M :, r 1,/1r,"-1'.-0" XREF-(S): HEALTH4, 516ABTXT FILE- 516ASBLT platted 11-10-96 "48 14.45 SW 105th Ave 12 of 17 BUP 96-0389 w. r J' ~• ` « ` 1 f SIT 96-0046 * . t• ' IF THIS NOTICE APPEARS CLEARER THAN THE LCI IM DOCUMENT,THE DOCUMENT IS OF R�IRRGINAL QUAL;:Y. OCT 9 1998 MICROFILMEI3 ra !����,���� �►,;�,���I�,��� ���<<��I��i�� ��i����i��"•�� ���i�l+������ ' ��i�� R�i. l��� �1tl�lt����h �1��+��� �i� f����I���t���� � � ���1�1t1� �����1������ I • t 4 REVISION$ By ' �.-�..r .... . ..........� .Y w.• ....rte �• �". �� 2&&L IN= 1 i I li LAN '1154- INCA INUS - "►S7d C OM PgCT,o1Vow I,r„ =qJ1 r ~ • �' f ' �' !` ��— � 't111 ��1111---- "�• �_ uA IRE LANE . EDGE DETA! L b-7• .�•ora. .�.�.. .�• ......_..� HA40141A A 4UIF• j '� li►�o.c.. - X Ll — - ti 1�xY7a.�►4YtetfLti. ......... scsAi_' r co�• � ca, , ��••,kti E3Kt51'Il..�c�. .IUWIPL�-R-� rl� �. � g.• '1 ►� �°+••s�1.Pt.,o.1-37��_. 1.1��E 1•l�a�=�1,>_~AFa' �•�P1�� . '• • � t s�.•w4.•i �� �) Imo.��.�',aR.UM�'s?�.D�t1+-�s.�-r M_ppuE. _ ,.;; r i _ I r `• 4 I� S I tl y <r g7f-H Date r +�,®rr'•�s�w Scale It, T4r,O LANIDSCAPE ............r. Drawn uW • Job t Shoat 14145 SW 105th Ave13 of 17 173 N.4lkYDEN ISLA"J YAIA • PIO T 40,09 91711 • l0►rD,1C BUP 96-0389 ,. , . ; SIT 96-0046 r K of -2Shoot* w s of .Mo as 00.jdPW GLUA ON T IF THIS NOTICE. APPEARS CLEARER THAN THE MM1 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL(DUALITY. W MicRoFiLAzcn 11_11111WI 11n111$'0 1111lU111111111ililt y1,t1 ' -111111 111 1lfi1 1111ti,1fil#t 1111 � itthtti ttttuttr»What rptltut tt t1n nrinn tr�ur tallrnr urrinr tnitrr nrrlr+;r rtrrinrt rrhnr� t mha ��nintr nfrirnr ri. � ' �� ,t I I iS �'.� � ,:�'.1- d' �' '�, �'+". +, '�. li yyi•.,�. ,t•`.1..1• �,,. ,. ., . �..•�It� .w..� ta'� .,ar,S,K° ,' N �.4 %�' �4.. .'�,^ •,!.' *! _ .AJ ,�p1. o. •.Vot�z'a. �}"r 2 S .� !"_ -W •i"l �JF' '„ '1��” ''_ _ '.< 1 t, 701 4t, l ''••'r fr . '' , •Ir �{';�1' -�y,.. av ?' - '• x.} ,4'•,,,/'•• "t 1�i'� •t ',}'. ..y;. f�,1.rd, 1 r. `��,s:v�.�� �y� "?Mull r y t . 1 1`N• r Y l•' , A '1 '1 4' ; r ��l A� .i ce r „ ��" ,` Y �t p 4 • r. ' 14 ' ' CUR VjF DEL TA . ANULE RAD I Us' ARC TANGENT CHORD CHORD BEA, I NG � ��` r C l 142'050 '08 " 50.*,00 124. 65 146. 72 y4. T 9 $`x1,9013 '56-OW 3 E �• 69 do a �t INC. BEARING 01 S TANCE w ' ;L63 "J'9 'Od '� ?5. 00 N 63.'57 . • !6�`. A3 c� 1 , 2 $ 64•13 '5d'E 15. 02 ' r J .S 00.59 0000, 4. 5/ ' } , Tax Lot ' 800 & Tax .Lot 300 lis `. �. lie) Is,TOPOGRAPHIC SUR V' Y' I loll .� C? Tax Lots ,QUO, 800, � 900 ti e, •} •, N 6•i 23 11! w 1 !3. 00 3/4. fro hpo, to. do op top 4/, Iron Rod, h ,ark 1 . _ Map No. 25-1-l0AA Y A ..r_...,. ..._..._.:._.._ ___•__ ._.._ _ _ _____. _ _. ,-�-�_.'..._..= .......� F_M v. 2 91.6 3 Clty of ligcrrd fydshingtol�► .Co., Or•eyorl ''rr7ttOas oP"• ,hosed on ` } Cr6,r rr r g vrd' 8.M. 'No. IJ 0, 641V. Z 5,K ' a brass d�rc I No Y. 27, 1995 Scale: /' � 20` � thi Norf'h cert on 'old' 2�9� a S;"ft( 6oyrde St., 150 f1, h Wit r r o i 'S W. .Pocifi c NoY.- Tax ' Lot 900 � ,� r; Q Ery DRi• CAN V. t For.' Tigard Cora C,�ntir , N d i r • �+ Oo o r Clew. t a1 entry, + ,� 291.3to , Chc; r [ad of S;d.salk, c-• kt,; 290.9 Ve we ./� O V. lrtiaofio� •�:- ....... __.,�.. _� ,- S ' t�4 023 ' 18 'E 225. 05 `.''• .�,j ��•` ,� o b' r c V a i , LEGEND kit- - -- REt3lS'rERED i d rt 5/8' Iron Rod Fd. rROFEssic�aAL. d ;�'4Iron Pipe Fd. q LAtir) SURVEYOR ; o Sprinkler road i P --tar- 0 L iyhl f'o/e �RC�ON y V4 Cvsch Basin • JUIr b. 4901 JOHN d.' R(sPPE to Zt tiyo '`, r 6hlCt h 12 ' - T - ' . ` ! ' of h`•� '1 •• ' " '.,(., ` 1 ° r O `O'l - ' ' ' t, of . t • :,� , r . •, FII..E; T950," • ' + r ��• L I �.96 .� ,. ,� - ,.,L t �' , ' � ,-' b....•re rw•�Irw�.w�rr I J P r JQHNGo ' REPETQ � ,,� 'T 122t, NA Murray Rd. - Roar� 202 �,( Portland. OR 97229 + MOM 643-87,SS 14145S W 105th Awi 14 of 17 BUP 96-0359 j 611 g a ^1 a breffe Or A71? -job, W.. • op , 01 v i JQ ' r � +.1', , w,r='�, •'f.c *' •1 'n ����^, ,. �,,1 r1s�',, •i.r,,. - • 1 . .,. �, �, t .t y r• Ak IF THIS NOTICE APPEARS CLEARER THAN TNF. T 919% DOCUMENT,THE DOCUMENT L'3 OF MARGINAL,QUALITY. MICROFILMED �1�Ii��1 Iii �{ I�I�I�f►�� �� g�r�����sl�j��I ��i�i�i���t�� � �`I�i�i�����1�► • 1 .1ln11 aalnu thin m�h�+t �rlc� norm►pr�lu�t��ii , . .. fC: Y �r'j+,IrY.f• r.l u+'� M Yf�,. e v, •,.1'r #' ♦•N. ,Z,' ••r :( ' • r.e . ' ,N r.• ,y" Y 4 + ,,. ♦ •. •f'f r (( «1. L .r�' .'1• y; r' ,7 ,r{ .1S^' •,�'.. .1"''' T 'i. - „ t ,} d'� ".1-rtr ,a' r! , f^' ,,'..�'r , if,..-�+ t ,'. J' �7•Rti 1• �'•.S- .ti ` . '>'. '�' i .. N i.. •.. .. .l,, . '.r .- .',.t a"FJ. , •, y '• „ (•' '�•pa'.,�,, �Y :`.*, ''it!'` .: t ' /•moi .-r•-"'1 '� r I � if •,-� +1 � � ' •'•.�` r . _ `, • . / , ,t .. . • . 4140 0•�I . •F \` Y In C14 r clq 00 .,• ` � /�-',,._.._.. -�ICAL3 viilN N 1%ri r'I ON y ► ``- (�� ___. in N -00 cc ? N Z6 Ir 5,'8'r PLYWOOD _ �-•-'---� � o W,/1Od NAILS ®f o.c. EDGES 1 'l' o.c• MELD / ' M + U �.v►lG' W�+►V►-'E► .4"0r0{' '- ____._. _..__ .. __ __... ---- --- ---- _____ __ _ ^_ �r � �+x6 P.T. C�I_UED AND NAILED __ -• „�.:---� '�,}- �,!' p� Y + a s r-- WOOD BEAM W, / � ) --- *' � I •• • , , .. . ._..�_. .. 3�-"'� Y_ _ ...� _ ._._ -__---.__-__-___•.__-- _ '�'d"'�.__-••-•--- . 4 x4 P.T. WOOD POSTS 04' � 4+� .- - .r-�' s .. . -. _ •-- __ __ ..._..._ _ _ . . ... � a � , Tl'P. O F EACH SIDE ...,• .' aka X I� G Rf'y w I. w�7��� .�. - - - \ ,,r^� \ •W Pl••L•. fid' A L - .- . �._ _ -----__ _,-- �_.___----- :_ :- t - - — - I if r '= - "= I I -- No x 6 CONCRETE PAJ 4 1 - ____ FOR MECHANICAL I I 1 �•--.. _ + + T , -1 . 'IRLS ES 24” o.c. � 2 IN HI- CRAWL SPACE, FOOTING o 1 1 TRUSSES �4 o.c. -� �- 1 1 TRUSS2 t - �. k � WILL STEP SEE DETAIL J/S2 ' J . •;.. -,-_.•- '_`' i 1 ._.....i -- --f/ ,�•r �/T/1.� rl l�/��•� iv.l,'r, M r"ti.Al)\ J I I I / R I E I M a• ' 2 ' of .-A!r 1t�c '.'1rr 1 I I 9 TJI/15 DF 1 1 : , w •Fb + �� Yw % JOISTS 22'--8 LONG r i Cl r T twor �->�1'rtE�f1) x 6'w .... F�'✓ \ . _- - + ®�1 6Q.c. �•( �r( ! IDSE v+ M p � '" � � �' '�— �' M i i l 9 � RIDGE � �� a I 'L:J ` - ' - - i Ir 1LEAN 4 x6 P.T. WOOD BEAM W/ : 1.-C1 F_ - ► OUT 4 x4' P.T. WOOD POSTS 04' 4 C AN t2 4 1 ; SINK ' /TYP. OF 'EACH SIDE �- ! tn0] 1. -,--2'--6* SQ x 10 i . + } l 3 rl `0�. FOOTING W,' + C ( I �, ', • ._ !��, F' 3-#4 EACH WAY t-=------ _ `,l � �1�1 t .� O.C. JANITORS 000 TUB SH � Ep ++ I �- _.. _ - j i ` - --- ( --- -- _ _ �,P�fioN ` d S SINK DRAIIJ i F I _ + �.1L ,4 DRAIN w + t ► 2x8 0 �) H LJ 5 4'$'T F !a•g•T r�i c�++!•. f f _ ��� "�i [ r- ' z8 TJI 15 DF 1 1 -7,%$" �. �2 "TJt/15 DF 1 1 —7/8" i + I \, tr IN. _ ---- i '�,°i( �4 �,r..3 ct1� AT W%-UND OF ! __ � ----- -- JOISTS/29'-'8" LONG -- � JOISTS 32'�-S" •LONG t I f � z �uu.oIt'l 16" 0.C. LC�16 O.c. 1 I EXTEND TO EXISTING J ' I STORM DRAIN 1 ( }- -_ ._ - _. _ B -='�=---_�.__. CK -- - -- --.- ----- - pp 1� - \ I I 5-1/$x9 GLUE I N� rH7t�►11��.I �Tbtl'i `� L77 cz_=3 an - f ,' 1�� x 01��► .�l�li• O�T'rN� �'di.4. 1 �1�"� _ 1 \\ r r _ _ - - l d e� (T �+ lJf 1� EDGE 0;� Ex :inNG RETE PAD I J' CONCRETE _ L� �`\ + b 1 - CC - C�1 k - 1 9 GL LAM. f ►� }�' EDGE OF' SLAB -- _ :1. . 12 W. 12' D. `THICKENED �, �" 1 • � SLAB, TYP. . ,, b ! —• �-�-�---� � x r -EDGE OF SLAB �! Z o N� I ( v gE t?: �LD9t� �°i.Ar•1h + 12„ W. 1�n , 1 - •---+ 1 5-• fltc9 LUE l�O1C, FOU��A"'+oN *•,: , . j a. D. TH1CKEr JED -- r ' r.l�_ ��1 �,�;.� .. I - "'.....'� -' + r�' SLAB. TYP. y t-aY a'i•�T _\ f°p U it f''�.E Fi Ex llb'r►N Ifs S�,^D FLOOR 1.E�P3ff. +- C;;-.ABLE TRUSS GF 5 EXISTING CANOPY TO ( � RrPLACE SUPPORT ,G�t,W,^yNS REM4t E"D. � � ----- - - -=• - w/ /� ,PAY wvCsp I rlEF'LACE WITH TYPiGAI_ _ r •G1��G EXt. I ,NG CANOPY TRUSS 2NR FtZOV40,L,L, l AND ,,DO ONE MORE TYP \ -rMf�--OUc�� �•Tt1G i ! j I FOUNDATION FLAN W! PLUMBING NOTES � , FROMCANOPY TRUSS 2' FEET FROM EXISTING' GABLE • j � II ! I I ty i E ROOF FRAMING FLAN w j b �''�►� 9601 Haus 8'- 15 -96 • y ,,r , ,,', fir; •.`• �'„i..'.1 ., �� of ! 1 �,. a ,-i{ ,. • r !l .�. - ''J:�. a •• ... t. _ .. '' ., + L'--- 150!17 r. a. 05th Ave 14145 sw 1 � FII, : 9601 BUP90-0339 �. :! ! ' . '' (1', ti M' ♦ i` a 1:+�, J A J, , l•r:' / . 1 i• ! IT 98-0048 . v' •.,. f 1 .a; r + a IF THIS NOTICE APPEARS CLEARER THAN THE T 919% DOCUMENT,THE DOCUMENT IS OF MARGINAL(QUALITY. MICROFILMED I � � 1� - � � i . , 11►{i� u1rlml �Irrlr► . 1 , . w IZ 7 tri FIRE WAIL SEE 'WALL IYF'E�ti - NEW CONCRETE ,POURED '�• ► w0", 847 " . +I . cwl=:F� EXISTirJ{�. POUR �0� ON FLOOR PLAN e+ �i •+ in`t• '.'�i o� ' c ', i F,X�ISTII'JG FLOOR 'AND STRUCTURE FINISHED FLOOR LEVELS \ � TO RFMA;N { � 1►�I lA r ARE THE SAME _ :,. _ - ;,. f 3A• ; t tX-ISTING CONCRETE SLAB - 1 -TRUS$ • i { ON GRADE r .r �� _ ASPHALT CUMt'. SHIIJGLEa rPun , +"*640x-wr'd' 'lih�+t. , �I�.I P'.. `�- �•I Z •� 30# FEI T . • , 4.a ' PIP n w4. � � ff5f8uCDX. '1PDw c - i' ' BATT INSULATION NEW SHEET MLTAL GUTTER AND - R _ 1, DOWNSPOUT TO MA'iCH PROFILE �`., - � ��►��#t� �� rP N Hg, GWLA'rJ�1 jy �+' F � , r ' AND FINISH OF FXfcTING BUTTER '� G _y-� ~` r v a o v'!�+arm_ �. b �=. ���� `Y v 2x6 WOOD TOP PLATE 4 u-� a FACIA BOARD TO MATCH EXISTING—--.- 2x6 STUD IWAI_.L 0 1'6. O.C. 1 i `� ;r. S'JFF'IT TO MATCH EXISTING _ � J � ' >�.....�I`::�111wdCa G1=s�►av' L ' :.N�.=-� � �� c� 1 � „`� } ��� ---- ��x10 WINDOW HEADER W�. 3 . 4 INYL DROP SIDING _._.. �, � COAT �1.1�►�G�r,•�t,. i � ? 1 5 •' GYP. SNk,ATFiINC� • . �x� SFAGER ' - \ \.` /8 -- ".� ;."__-.-WINDOW FRAME 1tU►,..! 1��a �T` — `~ �L' cn rn I•t �Ya I . z .+� f, x _ . ' CONCRETE SLA( DETAIL _ CD 1 / ,►It�i�rr+aG� . SCALE-3/4'-l'—Owry, • /17 t ; -t7j ♦ ter..... K 1 � . . �r4��, -- 'R 'I`B. !SIT 1►4,0_mJ .rt,•,Ti otJ v4rr off ,(,t Ni 4A rop- { •+z+��z. vrl iN P -t r-1 I P� - . f�.frrv- 1 �� ��X6 'STUD WALL ®16" !�.C!t_.�. , '. -�'i"�- 5/8" GYB. ��JAL�BD. ,�.�. 1� �• ` 4x6 COLUMN SEE FLOOR ' .r NEW �'vc K- ' i �. .. PLAN FOR l_UCAT i0N T i� •8 PLYWD !JNDERLA(IJENT " / 5/ 2 w+p� , �{r�14�, j HAu�G v� `P'' X5/8" PLYWOOD SUE?FL.00R .y.: NEW COr'JCRETE POURED 'I a. +s•Gla�E►.1 ut ir.l#' L___ �/ r ' �. ObIFR EXISTING. POUR Std ;. rINISHED FLOOR LP)/c6--LS �f - ASI M�(� t,E VI►'1"101�1 , - 2q�'-$" To r�►Tct� >�x! T1N�=, ARE THE SAME �, 1 E--- `\ LI { SAI 1 D BED t � L(�IL�JI � 4 +{,• I N EXISTING COt•�C;r�ETE SLAB ' GRADES , ONCRADt � ? 14• f, .-------_--`- � p,.._...... ----!moi ur�.v�.t to t1- vC r1 T , , i- •�' - � a`c �I�" 12p,PTt C Tpc L -- xTT I , E, r i f �� ,MOD iz �. 1 HAS U L.^110N W ITK 0f4w VP+-, - MP424 -LCiRON 0410OLM Li)Qi,- GRADE �'`"'`--�`--''`` ` „'` x10- -'-�.- . �,......-•' -. � `. ''�.._ --•''�...:.•/� �.•�`'•^ • f ;� , I ___ '�`-� ' '--- .-_.. �.. ,,, L�_1-� C�`L,1-CH DRAIN DOWNSPOUT FOP; -f" - P.T. 2x$ PLATE W/' 1'/Z' j. \ .� ® 48" o,c. . . A.B. z ., DEEP ®16 o. - `• — 1 TT& /15 DF 1 _7/6 c. ( _ STORM DRAIN. o =-�T I y1`l Mei Ll 44 ►��� �� {11 r �` C c Q 8"x2CONCRETE STEIN^ i` WALL / . ', '• . , . L 16"00!"0.. CONCRETE -FOOTING , ......... .u.r.r....,... ,LI . _:)tr'„"2".+.TIA� .a -r"" yhJ - INTERIOR GRADE LE - - L ., _..�.._ ;QUI tg, �. Lo e��►+ •1 ►�:, , M{�:� .' I ®� �$ �'� �L.�v DETAILS ,�.. 95 1.�iP - _ .. .. ...._ # 5 .r vo T•(,pr-' t 9 SCALE-3,'4 1'_.�,• ?•.• Velz-T I C AL. C" +W A L L 8 PEEC T 0 N t 11 • 4!2 SCA!:E-3,4"- '-D" ` .Ldi. pm m tri I - Olt- I t••►E.©�r r+t�.',..�5^lk�>^••''� ..--• ;; L Ca .-,'�• �'.'� ��•+.,, ...�-�'�",.:� . . .. ,. - - , - Iq I i,-� iS�4 • L' a r'. M l�' f S4T1-. G: �!...1T : L I.� tN - �'' ' '� ;:. �lIE�, ,,,_.- R-r------ a 4 1�,1a Imo' o>'•°I �y •• ` ` �`. .L ) r.• ,. fir+' •- , .+'•-r .. - ( � I I - ��. {�A� '' ���]��ry�/�' 'wV!'r'�I�',•1t� _ - ..!� !- 1"_,�..L•✓Y*� T'^'�,,,� �•`'� f 6i• P'T `r ,y., ' '''"• .,. •,. ; .. r �-' /.•—,� M+' wp.y ��? 1 ' � . �- t\C.k.•'4='"'� !t, 1i; 1" SAND , ' 'rX EXISTING CONCIRETE SLAB q-Cl 24' O,c f •WAY i>,1 14 4�'•) ',��� � . i I • L ., ✓ Ii f` •4/'r- ' ir'r'� ��j'1 a"....mow Z..M• !! ' -• ' , d 4 A < 4 to G'E1L.G� N,,tN�ONI� NEW CONCf�fiTE f X t /\ XI�7'�1• , Job Poo 96��" �. _. NOITE f iceAL.I. -- w9le*r.� INFILL .4RE�'f BETWEEN TWO 8 "'mwR f " c) °.�*'1~' .T" - • - F�l.!ILUIIJGS , `?b i"HAT THE FINISH DSkt6s8--lr5 -96 W •y.,� . . "�a`T11,•!C� . 1 1 L- 1 1-'-J 4;y F LOOP LEVELS NiATCH %06-1,1*4RETE SLAB DETAIL Cze 2-�- kiz., -4 . LL rd. C . nne SCALD-3/ ) • '•a., ,H " • ., it. 1 , .. • ,' �e'1 •• 1 - v • �' ... .• .. ,. 1• e , f, `, '!1" ' ' • , •, - .t .' .. . ; '1 ' - - 4. . , , •� , f' ` ,y - i. . F '+ 1 ,,• ' _ , , - . I : ,f I ,, ! r�:,ti• ♦' H, r n I•h - - -- - '� 7 , r. Lei. �, ''f - - , r � 1', 1 v ,.K i .,` • ' ' 1 . r i� a rI, ! •J' i '`i1 , , .�.. , '} ,t, ♦ , 145 SW 105th Ave 16 of 17 , Bu -0389 P 96 SIT 96-0046 , ,'.r.' , ' . ;l' S`•,,• - •r , ':r .. 1 ( , ,,f,16 llOr A F, ti ,r' '•1 •. � IF THIS NOTICE APPEARS CLEARER THAN THE T 919N [DOCUMENT,THE(DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I -19" Il� Iio�Mi�mI�II4 nnll���imp I f ,AEU '5, S usltA �A 1 0 t. HICK, AN GENFRAIIgL"11-lF4gm411PSpecies Lumber per manufacturers specifrcadens with the following I. These notes are general in nature and ata intended to set minimum 1. A:1 reinforcing Steel to be A-615, Grade 60. Welded wire mesh to stress ratings: 4No detrr,4 standards for construction. The drawings shall govern over the be A-185. All wire fabric shall be supplied and laid in flat sheets Timber Strand (LSL) Fs = 2250 psi General Notes to the extent shown. and shall be chaired to proper position in slabs. F, a 285 psi 9 ♦7F U��"Cj 2 The contractor shall verify all dimensions and conditions on 2 Place all reinforcing per ACI codes and sty[dards E = 1.5 x 106 psi - 1 different drawings and in the field and unify the design agency of 3. Lap all continuous bars 30 diameters or 2'-0" minimum. r any discrepancies before proceeding. 4, Provide T-0" x T-0" comer bars to match horizontal reinforcing in Miorollam (LVL) Fs = 2600 psi 3. Contractor to provide all necessary temporary support for walls and walla and foodugs at all corners and intersections. F, = 285 psi n floors prior to completion of vertical and lateral load systems. 5. Minimum clearances E = 1.8 x 106 psi n' 4. Design criteria a 3" i/- 112" to bottom of footings rn N IL Basic Roof Load (snow) 2.59/sq.ft. (snow build up b. Center of wall unless noted otherwise Pwallum (PSL) F6 = 2900 psi t I loading as per S&10 scow C, 1 114` frorr, top of slabs on grade F, = 290 psi r-� lin 00 n load analysis) E = 2.0 A 106 psi N N b. Floors 409/sq.ft. Wf10Ct 7. All [railing to be per U.A.C. Tallk 25Q with common no;it. See k i c. Wind 80 mph, Exposure "B" 1. All lumber species and grades to be as follows. below. Lu � o ir � d. Seismic Zone 3 a Joists, beams and stringers Douglas Fir 112 8. Prefabricated tresses to be of type indicated on drawings. � r � CD 6" nom. beams and stringers Douglas Fir 91 a Trusses shall comply with U.A.C. standard No.25-17-76 and [L��' CD CODS AND STANDARDS IL Bucks, blocking, bridging & mist Doug Fir or Hem Fir 92 all provisions of the design specifications for light metal plate � 0 <N 1. All work shall be in strict compliance with the following codes c. , 2 x 4 studs Doug Fir or lien, Fir "studs" connected world trusses of the Ttur °late Institute TPI-85. Go (latest edition). d 2 x 6 studs & larger Douglas Fir R2 b. Truss manufacturer shall furnish complete engineering shop z a State and local codes (verify with local building official), a Sills, sleepers, plates & nailing drawings with Oregon registered professional engineer's seal. � li o b. Uniform Building Code blocks embedded in concrete, Shop aus,wings shall show clearly erection plan and all stay b- w C, ACI,RISC, and ASTM and exterior ledgers Press Treated Doug Fir bracing for truss compressive metnIrcis and required i of f, Posts Douglas Fir Ml connecLons. FOUNDATIONS S. Decking - riot exposed Doug Fir or Hem Fir 93, C. Connect all trusses to supporting membtrs with 1-Simpson ® � z 1. Assumed allowable design soil bearing pressure is 1500 psr.. or better . I H2.5 connection and 3-10d toe nails unless otherwise shown a z 2 All footings to bear on firm, undisturbed soil minimum F-6" below 2 All joists or beams framing into (not hearing) on beams, headers, or 9. All bolt heads and nuts bearing on wood to be provided with a � { ; final grade. Notify design agency before proceeding if any unusual girders shall be supported with "U" type "Simpson" or kNual Joist or washer. CO C) a Ell conditions are encountered in the footing excavations. beam dangers. All post beaand post fooling connections to be 10. Cutting and notching of joists not allowed. l" diameter hole maybe 1�J 3. Do not excavate closer than s 2:1 slope below footings. made with Simpson post cap and post base connectom drilled in the center 1/3 of the member aepth. All other holes to be 4. Clean all fooling excavations of loose material by hand. 3. Block solid between joist and rafters at bearing lines. Crossbridge approved. i joists 2 x 12 and deeper at F-0" maximum on center. 11. Studs may be notched in the lower 115 of the height of stud for I CONCIS F 1 E 4. Sheathing to be APA rated with exterior glue. Install roof and floor electric and plumbing pipes, but no part of notch is to be deeper than 1. Minimum concrete compressive strength to be 2500 psi at 28 days. sheathing with face grain perpendicular to supports and stagger end 25% of widti� of stud. Holes of diameters up to 1/3 of width of stud Maximum slump 3 312". l o,5DP pal Ar f5%?. �Lk5`> joints. Install wall sheathing either horizontal or vertical and block may be drilled :n studs but rot in center 113 of their height. i 2. Place and cure all concrete per ACI codes and standards, all edges of plywood with 2 x 4 or thicker blocking. Block roof and IZ All plates, ledgers, and other wood members in contact with concrete 3. Provide wood formed 314" x 2" keyed control joints in all slabs on floor sheath:ag where noted on drawings; minimum nailing to be as or masonry shall be pressure treated. Ledger Ir1Fy be separated from grade at 25' o.c. each way maximum. Do not use preformed noted on the drawings. concrete or masonry with 309 asphaltic felt. i (plastic) keyed joint material. Provide heavy (3/4") tooled joints at 5. Glued laminated beams to be laminated from Douglas Fir/Larch a S'-0" o.c. and 1/2" premolded expansion joints at 30' o.c. in all 24F-V4 (at simple span beams) and Douglas Fir/Larch 24F-V8 (at exterior walks and slabs. cantilever beams)per AITC specification. QLLA ig 4. Air entrainment 5- 1% in all exterior slabs. 6. PAraI!e! strand lumber (PSL), Laminated veneer lumber (LVL), pad T'6um.l mD 1, AXD RMY ADDrnIN Q fi P 03 U) K 5. Admix: Water reducing agent in all slabs (Pezzolith or equal). Laminated strand lumber(LSL) to be manufactured front Western 1 mer - arAWIiY 1 WL Da 101 EXIRTING CORRIDOR TO 1 PL TOIIAT les U.1 °� a hEE rfDPG I=slilPiCHIAGA wrAra 4� CLA)SM- ]Ca .1 as TAr,10 6CLOSER ]/r alaCB !o MIN. exam RYtN► z yr ) 3L 47 C - 745 - 1062 ARA - la 26 MIR. DOOR •e9 art �[ SPUT22 - QUAL12Y � UJ /'TM _ IV" 3511. T10n70 4 1/7 X t 1/2 657 VIWGx5 a: :( 1 14 JVA65-RArX 11-116I 16-925 670 PRIVACYz . ISN D9 - RSO 1 RA 1111041-1"041-1GRIP CWSNR fl n 11 '�Cy O Y 1 1 2A 407 1(29 635 WALL PLATS RWA11m/TRIP - P1YItl 1 RA 49 12 Y 34 610 /fin a�,�'LaSeu U sASd.•AIIe ODOR! 01 - Dr lot GASK1711103 �° J 01 - or6:0]7,1.].111 1174 PRsSDlI M 'g Cl /4 - Or9 201 105, 106, 197 GROUP 04 �°' ad a � a � S` IPS - Dr lod 1YtJ 1 9cL DR 104 THERAFY 102 TO LOM SOON 104 m O /6 - DK lOf 1 RGL DR Los THzRAPT lo] To MOAr6G/1PDECa.los V GO 07 - Dra 110, 111 N 0t - Dr 114 1 SOL DR 106 T' gRkPY 102 TO STO"CEI 107 lOt ,1J T A 1.SOL DP 107 TYERAPY 102 9b STORAGK 10] 7-a E8" C TABLE NO UIQ Q PR FABRICA D-F� TR „P n F' I A L� 25-0 ---F-� IC TE�' - -4 EA 1/0 r 6/4 Y 1 I/1 7-c AIACR PDDR I i j NAILING SCHEDfn R (Unless noted otherwise on drawinys) 1. All flour members she be manufactured by Trus joist Corp.Carp. 1 6GL. DR. 3101 Unla7 TO RACePTIW lot Ia vo ` °' '7C ' 1's - 1°65 ' ASA s'^ r°RE ►pA"E ® %I 12 1A Paa179 4 L/1 A 1/I 652 WnGE9 ��}�, All nWIs are COOLmon Dai41 2 Joist shall not exceed a live load deflection of 0480 or the working, 4 u AI.m9 EA•r X 11-116 X 10-915 416 1wT SVT pp 1 LA 4/G x 9/9 Y 1 314 SC - 70 MIP. 91.1CJ DOOR 1 O 407 lir ■ 630 NRYL6TOP O stresses as shown in the U.B.C. standards ter appropriate. mawrials 1 u cos Pro 20 r s. 10 AIIG11 LITE KIT LITS Kl:" 1 G 1165 (CA.107) 6]f /1000 STOP � U • for the loads indicated on rile drawings. .; I ti 1/4 X 19 a 2D mm W1RE GLASS GLASS _ ],O/WfGaA,4LlA Nailing 1 MA 47C - 745 - "AS - ASA- 20 MIR 9WMTORE TMAroe crimp /5U 3. Manufacturer shall furnish all eno and intermediate stiffeners. 2 p TAIO CLOSER PEI", CLOMM REs2r s IR 711179 a 1/2 X 4 1/2 GST lonat1 1. total 7-r sill or girder, toenail 3-8d Blocking and/or thew panels, and metal bridging assemblies u 1 7-a A 51eO,- sAr A 11-ot6 K to-on 4:1 lace a SOL OR 39r TxmurY 19] 7-o TRaTltiMc eolLa 10. u 1 W 40411NEG. 689 CLANSER 2 Bridging tcjoist, toenail each end 2-8ri required to provide a complete floor or roof structural system 1 IA 43 12 X 46 610 T1LRPL ATL i u 1/0 X G/R < 1 3/4 BeRIRCR ODOR 3. 1" x 6" subfloor or less to each joist, face nail 2-8d 4. All bridging, bearing hardware, blocking, hangers, etc. that connect i a PX55D70 K"APMXNC 3 WA 17C - ]45-3060-ARA MORRIS rWAME J 8 8• 8 8• 8 2 L1 r661'n 1 1N x 4 in as] alters t 4. Wider than V x 6" subfloor to each joist, face nail 3-8d to the joists shal! be per Trus Joist Corp. standard detail#. GROUP 02 1 u ALAOs-SAT Y 11-116 X 10-02s 676 PRIVACY 1 5. 2" subfloor to jcist or girder, blind and face nail 2-16d 5. Erector shaii exercise car- during erection of joists to prevent them 1 u 407 1/2 s 610 WALL srOP from buckling laterally. Follow manufactureis�instructions for i WL. 099 SOL. DR OL12 �c]�.Iooe MOM Lame loo os 9o' � /6 1 6. Sole plate to joist or blocking, face nail 16d at 16°' o.c. g a y. 1 SG:.. OR 0113 EXTERIOR Atoll Labor 100 LIR M 7. Top plate to stud, and nail 2.16d installation. x slit, OR l09 1na6r loo TO GERERAL orrxcE 111 LI ' l 8. Stud to sole plate - I El 3/0 Y 6/5 Y 1 3/4 30 IS! EIRCR DOOR 48, toenail or t W 20 PM 9-EOE YO X 30 BEIGE L2TR AS 1 u 3/0 X 6•S X 1 1/4 SC-201:111RIRCA o0on 2-16d, end nail 1 RA 1/2 r 23 r 29 IG GT MASS GLASS 1 u WPPO 16 Y 10 MCI rszt LfT LITE KIT 1 ] 2A 1f1'C - 736 - ]069 PMME 1 EA 1/4 Y 15 X 79 KISCO DISK SEARS GLASS 9. Double studs, fact nail 16d at 24" O.C. 9 RA rSIX 1 4 1/2 Y 1 I/1 NRP 010 sIMGES 1 w 47c - ]1s-7068-AL -IoxIR FRAME 10. Doubled [op plates, fate nail 16d at 16" o.c. ] Mx 99L X 9941-06 676 EXIT DEVICE 2 O TA-10 CLOSER ■EINr. CIOGR REiMr. 2 LA 7"IT9 4 112 X 4 1n 416 2:111114 ] u Eo-011 sea cTLxWDn 1 WA AL5]PD - RAT X u-096 A 16-025 626 loot I t I1. Top plates, laps and intersections, face nail 2-16d 1 r 4041 - CORE 669 onGa I aA 4041-RXQ 699 ] sA 49 II X 14 630 SICK PLATE 1 U 49 12 X 34 610 � OP�I 12 Condnuoua header, two pieces 16d at 16" o.c. 1 7-A 2005AV 36 somnou I SA 407 1/] R 160 NAri 6TOP + alongeach edge 2 CA SBCD17 WUTAERRMP 8 g 1 Y PRSSDIT 13. Ceiling joists to plate, toenail 3-8d WA9RITIIrG ,,pp 14. Continuous header to stud, toenail 4-8d 2 - h RILITE9 r r MR 47C - 2640 - 20 MIN MOITOMK PRAU 15. Ceiling joists, laps over partitions, face nail 3-16d 2 WA 171 M 29 ]p X 47 3/4 NIRco WIFE GIDS GLASS 16. Ceiling joists to parallel rafters, face nail 3-16d 17. Rafter to plate, toe"i 3-Sd 3 GROUP /7 "at I& V brace to each stud and plate, face nail 2-8d x 1 GS , DR. 110 GENERAL GYrrce 109 To FFICER 130 o 1" ' 19. x 8" sheathing a lets to each bearing, face nailx 2-8d 1 L DR 111 ceNrR7,Lornce l09 7-o orncE ill to I I ( 2D. Widcr than V Is 8" sheathing to each bearing, face mil 3-8d ] LA Ire X 6/4 X 1 3/4 Be alRcx DDDR 21. Built-up comer studs 16d at 24" o.c. �c MO • [iAri[ s T Puws/ LATGNEs vi. 2 LA 47C - 145-3010 - ASA 9WRTR 72L" 22 Built-up girder and beams 30d at 32" o.c. at top -'A'D 0r"r �pep�r�rtG '�io�6 aN naoRs s sA rsbi79 4 1/2 Y 1/2 657 m ca J t �1 7 LA ALI]PO - SAT X 13-094 X 10-025 626 rpLi 0 ` "7. 2 WA 407 117 R G10 WALL STOP O and bottom and Gv+6rNET5 / PUJM61N(a pixTu- eS ANo 7fOP�Ie staggered 2-20d at FaaiLtrigS dN*PLL ROXVE LEveIZoR orNe12 1- UL.ITE010 ends and at each splice. 9FiAPG relzmi TriNEr i9pe" IoN 5Y /1 Ri5r oR. ; Ina 47C Y 79510/4 10vProl. MISCO WIRE GI.41/ GWS 23. 2" planks 216d at each bearing ?w LL5 G r "14- 1 11011 . 3 'c a+Taow An o, 7-+I p o 7-v 4 rLE , GROUP /9 Job bids 9411 a 1 Pa OR 114 LOaaY 100 FROM EXI6TIM6 W./LW 1 O 11118-4-r-406,0-M11118-4-r-406,0-M-90 MIM I 1 I WA Nis - 1 r - 4066 - RSA - 9n Nall OWN DOOR WA te 1 XR LR Dats1V - 9069-UL I .F t G n&140 1 1/7 X 4 1/2 652 it Im 1 99753-r-66X 897E X 19 276 oI9Ie6 1 p "3731l-SP1 49 446 ' 1 as 6" -.00 Ec�veA K i 2 i► 6640-YlAA 449 CLAM t p 25YMO too A6arsal. ;� . 1 SA DTIC Not""I 6Y NA lortic L (opo f 14145,% 03105tM1 Hart 1)011] 3u"96 - i]Uv .0194 _ \• . SIT 46-0046 ]LE! 4111Ale-1 Milled 06-27-96 08-PT IF THIS NOTICE APPEARS CLEARER THAN THE SDOCUM£N7;7'HE DOCUMENT t90F MARGINAL QUALITY. OCT 111998 MICROFILMED 1MRl I11�1p Ir1111141111111 i , n►ui+! i I i I '�1 !+ � m� +t i J , i nn+s��n+ ��tn-'I dt� Ft�r�+its �n ,It,�,t►n� E [ 7- I ItIi r I t ) I�glp7-nI I1N�71pdgltnm m� ndln tin litres mltte nldr�ln tNtu ldntl�ntt�tn uhrn nnital nd[IP nlN[n�i�a rel