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9845 SW WALNUT PLACE-2 • • . t ......., e a . 1 # , • . 1 i . E___ ___] C IC I ---i::::,- ,_____ llimilm.r ••=•==or . *.•••••0)_ _ ` moi-. .4 1 L ______A__.r , r--- l_.., .-._J ( ._ __.. ._...J ._1 L 1 1 , , ...... ED 0 1 ,) V _ _ _ __ U ._ .immilnen6 •••=1,1•11. f t. D . . \. ..) . Q__......„)./ ...._ \___ L �� II . _ •, 1 _ _.„ __________ --1 ic. I L H Lii v_ L___.: pNti), -- LE, _iu.. 0 I L, -, III ; ,, U • /- ,,,,.N,x � _. - ----- - -- - -_ , ---- a __-- __ ......_ --, )----1 = Ei = EED mil D r T 1 __ - --_ __ ---- L Li Li , I- L..______, 10.0 um ION 1 1 r- L...... , , •,_______,7„,_= ilj ,____ . ' U {1- -- 1 1 ( 111111 . ,- - , Fr 1 • PROJECT D eXF Pon©J(EC7 TEifil OHDEK SHEET 51,1 GENERAL STRUC'URAL NOTES lS UV LAW 52.1 FOUNDATION 'LAN EAST COVER SHEET JCCUPANCIES: SANCTUARY, FELLOWSHIP HALL. MULTI•PURP05E ROOM (ASSENT LY OWNER MECHANICAL ENGINEER 52.2 SECOND FLOOR FRAMING PLAN • EAST TIGARD UNITED METHODIST CHURCH COLUMBIA CONSULTING ENGINEERS Cl SITE PLAN&PROFILE ROOMS MORE THAN 300) - At,. 52.3 UPPER FLOOR'"RAMING PLAN -WEST CLASSROOMS(EDUCATION, LESS THAN 300, LESS THAN 12 HOURS PER WEEK) A3 9x345 5W WALNUT PLACE 620 SW FIFTH AVENUE,SUITE 1220 C2 DETAILS DAYCARE E3 TIGARD, OREGON 97223 P.O. BOX 40088 53.1 ROOF FRAMING PLAN EAST CONTACT: PASTOR WES TAYLOR PORTLAND, OREGON 97204 LI LANDSCAPE PLAN �-rELEPHONE:503/639-3151 CONTACT: ANDY McCANN Al SITE PLAN 54.1 FOUNDATION DETAILS • OCCUPANT LOADS: EXISTING SANCTUARY 6 L.F.� FOF PEW / i8" - 418 EXISTING BALCONY - 130 L.F. OF PEW / 18" - 87 • TELEPHONE:503/243-2560 55.1 SECOND FLOOR FRAMING DETAILS EXISTING FELLOWSHIP HALL • 3921 S.F. / 7 = 5b1 ARCHI I ECT FAX:503/ 24.5046 A2.1 LOWER FLOOR PLAN • EA5T NEW MULTI-PURPOSE ROOM • 6256 S.F. /7 = 894 ARCHITECToLA A2.2 LOWER FLOOR PLAN - WEST 56.1 ROOF FRAMING DETAILS 805 SE SHERMAN STREET ELECTRICAL ENGINEER SCHEDUL OF WALL TYPES 56.2 FRAMING DETAILS CONSTRUCTION: EXISTING BUILDING:TYPE 5, ONE HOUR, UN3PRINKLED PORTLAND, OREGON 97214 COLUMBIA CONSULTING EENGINEERS SCHEDULE OF CEILING TYPES WINDOW SCHEDULE 57.1 BUILDING SECTIONS NEW BUILDING TYPE 5.ONE HOUR. FULLY SPRINKLED CONTACT:LARRY ABELL 620 5W FIFTH AVENUE. SUITE 1220 • (TWO HOUR AREA SEPARATION WALL BETWEEN NEW AND TELEPHONE:503/231-1122 P.O. BOX 40088 A3.1 11PPER FLOOR PLAN - EAST 57.2 BUILDING SECTIONS EXISTING BUILDINGS.) FAX:503/231-0317 PORTLAND, OREGON 97204 A3.2 UPPER FLOOR PLAN • WEST 57.3 DETAILS CONTACT:GRANT PARTHEMER NO. OF STORIES: 2 STRUCTURAL ENGINEER TELEPHONE:503/243-2&60 A4 ROOF PLAN JAMES G. PIERSON, INC. FAX:503/224.5046 A5.' EXTERIOR ELEVATIONS MI EAST LOWER LEVEL - PLUMBING EXISTING AREA: LOWER LEVEL - 14,645 5Q. FT, CONSULTING ENGINEERS M2 EAST UPPER LEVE - PLUMBING UPPER LEVEL - 13, 773 50. FT. 320 5W STARK, SUITE 535 CIVIL ENGINEERA5.2 EXTERIOR ELEVATIONS TOTAL AREA • 28, 418 SQ. FT. PORTLAND,OREGON 97204 DAViD EVANS AND ASSOCIATES. INC_ M3 EAST LOWER LEVEL HVAC �� CONTACT:TONYA HALOG 2828 SW CORBETT AVENUE A6 BUILDING SECTIONS TELEPHONE:503/226-1286 PORTLAND, OREGON 97201 A7 STAIR, LIFT PLANS, SECTIONS M4 EAST UPPER LEVEL HVAC NEW AREA: LOWER LEVEL f3.8"24,SQ. FT, UPPER LEVEL FAX:503/226-3130 CONTACT: A3 TOILET, KITCHENETTE PLANS/ELEVS M5 DETAILS, LEGENDS&SCHEDULES .' OSTELEPHONE:503/223-6663 -.•' - tar I 0. FT. TOTAL AREA - I 0. FT. FAX:503/223-2701 A9 ENTRY PLAN, MULTI-PURPOSE ELEV El ELECTRICAL SITE PLAN SANCTUAIZY ELEVATIONS / + 1--,7 ALLOWABLE AREA: 5A51C AREA - 10, 500 5Q. FT, A10 LOWER LEVEL RCP E2 UPPER LEVEL LIC aTING • �' �, • SEPARATION ON TWO SIDES - 507. INCREASE , E3 LOWER LEVEL LIGHTING MULTI-STORY 1007. INCREASE All UPPER LEVEL RCP O� TOTAL ALLOWABLE AREA - 1C,3C.)X 1.5. X 2 X = 31,500 50. FT, E4 UPPER LEVEL POWER &SIGNAL + •F OW' TOILET FIXTURES: REQUIRED _ PROVIDED WC / URINALS. 14 WC 'URINALS:22 E5 LOWER LEVEL POWER& SIGNAL LAVS: 12 LAV S: 16 I DRINK. FTN: 2 PRING, FTN: 2 aEHE c ° I -722 WOCOH1117 Kai? PARKING REQUIRED: 105 5 DO N01 SCALE DRAWINGS. I.PARKING PROVIDED• 119 1 ALL WORK OF THE CONTRACTOR SHALT.CONFORM TO THE APPUCADLE SUILR".G M �� Y + �G^' 'IF w 5 � Fo •I K'���t. J. a • r L. •ar * error '`jam 1CODES, AND COMPLY WITH ALL GOVERNING LAWS.CODES.ORDINANCES.RULES 6 DIMENSIONS ARE TO FACE OF STUD OR MASONRY,UNLESS OTHERWISE Ifill- •, •`r .�•':/ ` '�' �■rr. '" F M�►""�"'w �' �l. •. AND REGULATIONS OF THE CITY.COUNTY,STATE AND FEDERAL JURISDICTION. INDICATED. , i ! ' ..'/4 ' 'za ,a ;„ , °t r■ �.' ' ,• THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY REQUIREMENTS OF THE ' ' -EX �. I h. ,,.. y,v °I 'r"- I a s.,4-1'�•r`P'-` '.,a7 PENETRATIONS IN WALLS R.EQl11RING PROTECTED OPENINGS SHALL SE FIRE ,� ' '' , 'CONTRACT DOCUMENTS WHICH CONFLICT WITH ANY SUCH REGULATIONS OF WHICH ." �Sa,,,o,. ""'"" ° 'STOPPED. WHERE PIPES OR CONDUITS PASS THROUGHFIRE-RATEDWALLSOR ' •'� .1 �^ rt" � ' • ��, ' 'HE 15 AWARE BEFORE CONTINUING WITH THE WORK INVOLVED. ■i ,1ei* 4'• + ' w . n •• i 11FLOORS.SEAL PENETRATIONS WITH APPROVED FIRE SEALAr,T. •'r d °#.r .�,ra ;1 P 'I Z THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE 7HE CONTPACT �� �' + J <. , rm f'_ - ' • ' ".B VERIFY SIZE AND LOCATIONS, AND PRO,'IC' ALL OPENINGS THROUGH FLOORS I 15 pya, .� ♦ Qyl �F 1 ' , r '^ i'DOCUMENTS AND SHALL REPORT TO 7HE ARCHITECT ANY ERROR. M t - �- X ,AND WALLS.FURRING,ANCHORS.INSERTS AND BACKING FOR SURFACE "i +■.rs' 1 `�B' ♦ , +a P �-'�INCONSISTENCY,OR OMISSION THAT MAY BE DISCOVERED. 7j " gg ,,y.. I eye' a.■ '� r ,� --1MOUNTED ITEMS. . .�._ . !i:' , P• 9 r1■...n\ R.' r srMn a .._ 1.. _pi.F +�4� ° •- - p•r„ " . . r• 3 PRIOR 70 COMMENCEMENT OF THE WORK,THE CONTRACTOR SHALL VISIT THE ' 14.-:;..._,1_ 1": *°'-� •• '_ITE OF THE PROPOSED WORK AND CAREFULLY EXAMINE THE EXISTING 9 REPETITIVE FEATURES MAY BE SHOWN ONLY ONCE AND SHALL BE COMPLETELY •' i's ' .4wi - >._ ' I� 'e1 F Iii f .!PROVIDED A51F DRAWN IN FULL. T ,M x..~iwwP* -: -' „ I:, � •':To,: •••, �•a� � I j I � ' • ,CONDITIONS,WHETHER OR NOT SHOWN ON THE DRAWINGS. BY SIGNING THE �. x _ Wil. 1 • * , �_ I \ �+'CONTRACT,THE CONTRACTOR SHALL.WAIVE HIS RIGHTS TO EXTRA J " P'10 PROVIDE FURRING A5 REQUIRED TO CONCEAL MECHANICAL AND ELECTRICAL wnRK "� ''+.,.+. - „ Q " " " �.* ,COMPENSATION FOR CONDITIONS WHICH COULD HAVE BEEN AVOIDED SY A t • 1 �+ �' >°-• `IN ALL FINISHED SPACES, G p '� •L 1 'T l ,A �. " + IIAN! la 1 r , ' •.3„1, s_.._.. ._ ` Nft1 \_'w`' _ ` 1: I ,ate S c P94 • t , , % �+ '� _CAREFUL VISUAL EXAMINATION OF THE EXI5TING CONDITIONS. t � � �, _,■f, ti• .� • ' '�!•'I �r\11 ALL DOORS NOT LOCATED BY DIMENSION ON THE PLANS,INTERIOR ELEVATIONS i 'K '�--- -11 - ' b. ••4 THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DD NOT NECESSARILYti -. k11� ■ f ; I a 4 ir, 4, - ., ' r Iv- ° A • a' i , 8 • 50!E'*1 OR DETAILS SHALL BE 3 FROM FACE OF STUD TO EDGE OF DOOK OPENING OR J "" "� . , , ':::91141---- 1 CSHOW EVERY OFFSET,BEND,OR ELBOW REQUIRED FOR-SUCH THINGS A5 dl■- „ '1•f' ' / ,, '1y,s.rte„' • : I It ,; 4 CENTERED BETWEEN ROOM PARTITIONS A5 SHOWN. � ' , ‘ �: 'L r., " a r�y•, (�MECHANICAL DUCTS,ELECTRIC AL C NPUITS OR PLUMBING•FOR INSTALLATION IN aI' ,h, � X' a. r•' , �$ * •I 1 '4 ., �� .•••�w.' �TH SPA PR VI A ATI A •• S att1A71er' rE CE 0 DED. LL LOC ON5 FOR ME,H NICAL AND ELECTRICAL WORK1,.. FLOOR LINES REFER TO TOP OF CONCRETE SLAB OR TOP OF 5U6-FLOOR pu:.. �� �� �',, ,a',c., � � � ��10�.,�r '•� _iiI SHALL BE CAREFULLY CHECKE7 AND COORDINATED WITH THE ARCHITECTURALUNLESS OTHERWISE INDICATED. ��_J i_� "���"�' • t'. ✓ �r ° r� ♦ \ '�Z"8' u ', "' e , A. r :"` (,`d�vOFT10 D4 e �i,.N,IMS IC ti4 ' • .l}�'... - iP „t 1t�n•'- , t AND STRUCTURAL DRAWINrS AND WITH ACTUAL OR EXI5TING CONDITIONS. ♦It. rf ��. ♦ , - - +" 1. - -Ir- • ,i, 1 . , la ... A■ /� 13 SLOPE GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING UNLESS Irmo: xl • ' . ° ' �{. .... .. .. .... . .. { SPECIFICALLY SHOWN OTHERWISE. a ✓. �, �� K' ` I I '•as,a Co .i'iOrTally ap�'0" r?�,�1` �ti °1 � I F . ,.y \ � you L ' r1, fkd3C�SCflbfdln: -I-` � -!� wl l'A'-'"):r::1111:::::'"1"Ailg:....'"T'.-Tt" a / a � I. • '` Fo gnly the wA SIP- ._ , I • I• •+ ■ .s+. J �i :: i , ... .r !� i ,'!. FpNt�Wl �11- ^!!' . a �'kt ? i. �: �+� - a Lftttet To h . st;...1. ' ' '' - ��kms„ ' n I' -, ,,pF . , , . I' . 1try il! '1 • / •�� ,F; 1 'IeI iiti - .� _ .�`' �,. ,, ,,.„., .i[t ~i. .., •, 16 M - . ii 11 .1 `. -:: 5,�'�(y�r 1�;�1 lJ!► _.....' ��►r ;` _..--- : �� 1�'''{'y s - 1!-Si , 4• o", , I .:*: 7. � war �r� -� r•� _#1` r ,�„N[3U 1'9G-0449 e x11t. l9845 SWWnlnut I'I. *: 1 •gillTAIT{/ � ��•. � .�. �1>� 'l Y ♦ °'�.sT' {-, �r + il' \ ''S I ,age .„,,,,, ' ' _ -r+•++ '... 44x.' rw.In...ww i i . , • • -.._.,n.."/,wwr•....+r,.....w._..w��ww-...•.rw.w.,win++". ■."'. ,•.,Awnrnw.w.w,w.+wrA,wM+yr-n."1R�' IrC: .. ,wwlli•Igl.lwrYM�Y�.rMr1,r w.ws . _ _ .++41'Yw•• ' _„„,„„6.,..„.„1,44,2,....., ., ..,.,,,T •,,>.+„ ' YI .4 ,. .. . ,„,,„,,,,,,..........&........,,,,i,;,;:, IF THIS DOCUMENT IS LESS 1Tf111111111 111r;11t 11111 IIIIIII 11111 I IIIIIII 1111111 yillT IIIA 11111111 1111111 1111111 ILII! I IIIIIII IIIIIII 1111111 101 1 11/1111 11.1 i 1 1111111 III 111 1111111 III I II ...._,.. , I I I I 4� -- I 1 - � 4 1 1 I 1 1 I I �� • ' LEGIBLE THAN THISNOTATION, � �� �,�I,I _-__ 1T IS DUF TO THE QUALITY OF - - .._ l p? THE ORIGINAL DOCUMENT, �` 9 S £ 8jL 8L LE 9iL Tai S L Tf, L 8i B�i LT 9i 9i 4T £T Li ii T 8 L 9 I 9 ► C LTvusor • I11t111I 11III111I 11811.1111 111 I1II III11I111111 lI111I ILII IIIIIII�I 111111111 ILII IIII�IIII1III1111111111 11111I11II 11111711111111 ►111111�1�1111 i iililimi iiI�iiitliII hili ���11�I��ll1111111i� illll ili'IilIlllllllil Illillllllllllilllllll ilin111111 Illllliiillilll 3 0 X • • T m---h:rsinitii`-r�di�livSio'aii.-b3i-avial"i ae��5r�¢-litis.:32c'1�..r-gym —_.. _.- �_ _.� .... _..__ -. _ - _ yy,.r. ___ _ .. .i�msTa'9:-zia3s.-=6.- ...a-_..c .. _.., _ _ .. ._ _ -._SGitK _ - aiuL i9e:FiliFh�ars. S4 . >i•i __aYYmesz.3l igvia 'a.isuc,._.:..:rc... 4- raieev u.- _>«_._....:,lk�.- a•— —. .. ._._ ._ _- _ _ _ _ _ _ _ _ _ _ _ xa CYt A:satfr _.,�: ._w a.s:g.R s .•_...tea:.::sni3YYlSa�idki-.av-�a+iSG: . .�•_ _ u. ` ,i..i` as=--1EE9anrelaiG ,iu"i�aYaaY - z- ifin_Melr�r...>�a.m_,-�.�__ �ra>=' l.— Ie >s5"- *s� .:asl.'a4�.fd�caivit... -.�_ _.. .-__. �._..-.s.._. I.40 N 5324.5 ' •I• �C • 1p, ... E 10316.55 1 r •,,,,, ss, -ri 8" WATERLINE CONNECT I r,j., TO EXISTING 5" WATERLINE • C2 AP .,.t I) W/ THRUST BLOCK - •� \ • 1 - .. \ •• , 8" GATE vAL'✓E \ 94__ ATL � \\ -, - - ---— - — • - 6'..k 5366.99 l�V� <;RCNITECT • LA Lt ID1H9 6) �. D -( s.,/ ) . _... . �� 70 DA7GIGNT i!: __ N 5311.1h USE PIQ��ACt$ _ — _ H , PO S.E. • , OR !AN STREET PORTLAND, OR 91214-4666 s.>• E 10269.61 35' O.C. 'IN SWALE GZ _ _ N. A 5 O 3 2 3 I - 112 2 • ►,;` 1 1Q ` L10111 FAX 503 / 231 - U311 SsifWALk - 4 _..>.....42z:........,fc'xbGLASS 50 _ j ` J �' Cl WETL�p _ �_ RIP RAP P40 © • \ \ ;� _ I rJ� / ,��° 1 -�� RMOM Mei SEb IMF,NT FENCE o ��+.� �-, k �O 0\ 3` J 5' OF 6" D.I. PIPE �) • J / 3( ' LE. 111.41 \ ``� WITH G.V. FOR .----------Ir--- / 111 • J. t� D5 •5 . �, FUTURE PROJECT. V.1. U1'D(E���lir r ------- _- � , I.E. !11.26 kCO ��f--, - _` `� • PliJj , 8" r"----- t fo <` 6" gp L- B<.R ------*---______.x - -- ..` _ EDGE PA'iINCs 1 ( ) F i0 L.F. 6,, �`-- -'' /" ENTRANCE DRIVE 0 v CO ••3 •CL, .S - , _ FIRE STANDPIPE CONNECTION _ - / w �, 3� .. SEE DETAIL. tt 111 .Q- \ �y . �' ' / �� it-- AAS " D5 11 _ --� -- _-_ ._•_ 1 FIRE HYDRANT ASSEMBLY `� FIRE DETECTOR CNEGK VALVE {11 I �• . li CO ••2 1 U5 •4 - I E. 1-11.1 _ CZ SEE DETAIL_\3�_ � �� AND VAULT. SEE DETAIL 7- 'I `j (�� v 111 58 p �� ,� t E"x8"xo" •TEE_ �, 2� •• DS "' F�II 10�rO.�7��'D 5F'RINKLER Cmc �a \ CZ / '��-�' C� ( \ �� • LE 111.65 �l.i �.L' j i VI,F WISER ROOM \ ` ` I ��`/ �� �'� -� �J 1 1 '� 6" n.l. WATERLINE , _ _ I1_._ • F.F. 182.�c C� �� • -- ' , _� • ; �p t REDUCER 8" X 6" �• � • • ,� 8"x8"xb" TEE �_ n EH B 1 � 1 OC\ • (Y O II-- : DS •2— / `39 L.F. t, I.E. 184.0 w.s '. , D '8 Co �' 9 I-111l.1 1.=. 118.0 _ I +a. 1 i 'CO - i ON _ - ROOF LINE O _— ..• / I.E. 185.0 ' ' • ---- .'.\t.._ '. ''•••" - . ---- CI- ,. 1---1 t• •. • • \ EXISTING BUILDING � 1 Af 1, l PARKING FOR'- . '' 8 pICYCLES .. . \• • Z • LEGEND. _ \ 1• :! O CO ■ 6" CLEANOUT L_ / . D5 ,, 3' DOWNSPOUT 1 L T__ (I) J 4 B . . 1 1.1) .. " 0 CA 1 CO i / �` , \ 11 ` - 19p O IU 10 40 PROJECT: 9321 -________~ -� CONTENTS: //--\, ,NSCALE: I" =20' sire PLAN AND PROFILE j FLAN REVIEWED E3'1": • 1-11-96 DATE .- REV :Jit.'N3 : d r 0 O0 nt_ of 11t: to u 1- ii 184 .9 IIY !-V IIS . - 4 IN EXISTG �aROUN0 -- in ui • 182 t I > 111 180 • I• ' _ _.. ___ __._ ... _._ _.... Ili ;. "/ __._.— -- 180 118 II 176, 1 I i, _ - _•._... ..__ _.. 116 o . .. .___.__ FINISHED GrtA;:E ._-_-_-.--_..- - _._-_ 1 RIP RAP PAD 114 114 _. ,0 112 e• _ _ . . ___ __ .- __ ...__...___.__.-_ __.. 112 y .1 Ili • !10 1I Ill 168 �_ . __ - • 166 r t _.._. ._ __._. ....__. _____ . _. _---•---------._ 166 , ( 164 E,,1 i , 162 __ .-. . _. ._. - .+ --....... ... _..__.. _ �__ ._.__ __._ .__. _.._._._ .. ___.. . .. 12 i __._. _______ . ... _. ._ _.__._.__ f. ____.- . .___-_._..-_•--__---___._- - . 160 __�.... - --- 1 _ ._..._.__._.... i 1 _.it • QED PFG/c• U In 1 _ 1_, .... - _.__/ a? `,t15(ifi!1 /may; 45 1 +00 0+00 ,,I - .,.. mu,GI ti A I 1 WALE PRO I�.. 4 r/8 H '.•-.. SCALE: I".2O' HORlZ. I 0(PIRE3 08-30=61,1 � I"•5' VERT. 2 DEA PROJECT ABLXO003 -__. (1.------. . c _ �_, , (cii, PERMIT REVIEW PLOT e thlsa,L,� I. tns e.elwly qty 41 HUP9G-0449 ARCNITEct •l_A- pews,r OGZIIlGtIp1 a 9845 SW Walnut PI. 1wk+lledtien Fnf nny med,» I• •trletly 11 20!53-;� VID FVANS ANL) ASSOCIATES. INC. prdlbltKl �xupt by urltt.n p�rn+I..Ipnn . NOT EOR CONSTRUCTION :':. FC,SURtHORS, LANERS, A 97201 (.`n9C g6RSor ARCI-41YEGT ♦I_A. EVINFER9, SURVEYORS, PLANNERS, lAND9CAPP, ARCIIITEC1'9 C.Co ri ht. _ _,1935 6 9811 Al 817E PLAN IF THIS DOCUMENT IS LESS 111 III 11IIII III II �II III III III 1Iii 111 1111 I III IIII 1i1t 1 111I111 IIIIIIIII� I II III 11111 111 I111_1 �r i711 11b`-II—I iI.I.—I I III III iII IIIi� 1 LEGIBLE THAN THIS NOTATION, 1� 1 3 1 4 ' 681 ' 11 IT IS DUE TO THE QUALITY OF NO 311 irmverr 796494Si 4C) /957 THE ORIGINAL DOCUMENT. S 8jZ t L1Z96 Z 11bfL S�. 6'16 T�Z t 8i 6[ Li91i4[ 1616i6I �Ti �A �e' LT9991rL �Tou+niIII1111111111111111 IIII IIIIIIil��lll►Illllillillllil�lllllllll�ll�11111 llll�ll111H11111 IIII 1111 IIIIIIIIII�IIIHI �I��I�II���I��l������������HIll1�����i�H I����11111�������� 1������1111111111I11111�111111 1111111�111111111�111111111111111111�11111111�111i�1��11> 3 0 X - 1 t V • _ ._ . .i.....Q. ........i _ . _-____________ :::Tb00T • _, - .. �__ z-�= BY PASS AND 8" 05 4 Y • GATE VALVES Tne gradlnq permit is not to be construed AS final approval of site graa:ng, embarkment or structural _ __-.- -__-_ fill work It mRrely provides for initiation of work and is Oub act t0 Change FiE:+ia'ng City approval of ChP -_________ entire construction-deveiopmen: plan set. R/W 2'-0" 2. Spreading of mud or debris upon any public road Is prohibited, The City may orders Oppege of work - 4" x21/2" x21/2" - - --- - - - CR 6" x 2 1/2" x ? I/2" to effect corrective action, at any tit,e. AtEMF-AraretrarlaSILISSAI2IME_:.:1.iee....--.. - nal. S :ABLE CLAPPE.R SIAMESE ISTRICT _ 3. Effective erosion control, dust control, and drainage control is required at all tames. The Cityme _- __-_ ___-__-______-___ __-_ / g q y GC\tiECTiON ���� T V. WATERSTANDARD HYDRANT - - " " J ~ order stoppage of work to effect corrective act cn at any time. AfCNITECT • L.4 _ F- -. .,.. \ . y' �'' 4. Embankments or structural fills for roadway construction or fills to ce coratructea on buildable Iota �DI r' f1 shall be constructed from excavated mateeale acceptable to the sofa engneer and shall be brought to grade 805 E. S►HARMAN STREET ll��$ j (r^ 1*' II i in lifts not to exceed 8" loose measure. Each ii ft shall oe compacted to 90 percent of maximum drsnsity ass PORTLAND, OR. 9.121a-444,6 4 obtained b AASTHO T-180 compaction tea:. 5 0 3 / _ 3 I - I 1 2 2 !- FINISH GRADE y p F A �t 503 / 231 - 0311 • 5. Structural fills shall comply with Chapter 0 or the Uniform Building Code. Construction on exist rq 4 4" OR 6" STEEL PIPE ,�1-_-_ w_ s ,_-u 4w....______,_.+ slopes greater than 5:1 shall be achieved by benching into the existing bank, a minimum of ten feet- if the O bench exposes card soil an underdrein must he provided. The urorsrdrain, If required, will be constructed THREADED TO RECEI'✓E ,n J I - la_j by lying nonwoven filter fabric, equivalent to Exxon GTF 12500, along the bottom of the starting bench, 5'A"ESE CO\\EG- C\ - + VA_'✓E p ,ayer of ainch - r rock, ars firail coveringthe drain rocs with tf�e COAL TAR COATED AND • i LEN X-4 I O,U i nonwoven fp!acinilter fabric. Successive benches wf.' y PANTED TO MATCH and be cpm acted fn le ars not to exceed 8 In oe constructed with vertical fill between two to five fest EIRE HYDRANTS PLAN VARIES-1 P y rhes. Each 8 inch layer shall be compacted to a minimum of p b" M.J. X FLG. 90 percent AA5kTQ T 180 density. The fill slopes shell nut exceed 7•I et finish grade. No rock �r -- r\ UTILITY VAULT 810-LA re' PVC GATE VALVE similar mater!al erceed'ng a !2 inch diameter shall be allowed in the structural fill. l t-- _ W/ 810-T42C TOP AND 1 I/Z" GRAVEL OR SECTION _I FINISH GRADE 30" x IO" UTIILITY VAULT BROKEN fROOK Y`r TH T 5.tc NG 6. The geotecivical englneer for etr.'.,tural fill shall be notified 24 hours In advance, by the contractor, of' AND MANHOLE COVER DRAIN -------- 4114--. . X E G. starting benchuork to determine t, a need fur en .naerdrain layer and to verify existing conditions. T - /�' \ ' ~--_ I `'~ 1. The City shall be provided with a copy of the geotechnical engineer's report/re ommenoation changes. _ /��_ I _ _ _ 8, f springs Or gr0 tared during construction, the Contractor shall notify the bo Is and --E--:-,,-, I and water are oncoun �` ` t \ `, '` civil engineers of the conditions found and coordinate his acttvltlrss in a manner that will allow theJ\ \J ---- f _- J 4" CR 6" 90' ELL '---- :\l' � SHOE -POURED CONC. engineers t me to review the sltudtfon and prepare a plan to properly mitigate the water encountered 111 / 24" SQ, POURED CONC. n/ al � THRUST BLOCKING - -- - PIPE BEDDING MATERIAL 9. The contractor shell have the boils engineer take compact'. n teats. A minimum of three testa will be U AS SPECIFIED required for each 2 fest of fill. (I) !\ -- 4" OR 6" STEEL PIPE • 8" SOLID CONC. BLOCK IQ. The excavator must comply w th CRS �5�.541 through X51,511 (Utility pre-notification, ate.). 4" OR 6" THREADED OR WELDED ° II -1 F "�� FIRE LINE C.l (`, BOTH ENDS COAL TAR COATED A5 SPECIFIED � -_Il;lid, s , lt1 . = I) - LAW_ Alk FIRE HYDRNo_ANT ASSEMBLY WATER WORKS (1 (� :+ 0 NOTES. II 1, Water 1!neb, hydrants and other appurtena>•ces are to confo,m to tVe standards of the Tigard Wate r I. DOUBLE CLAPPER SIAMESE CONNECTION SHALL INCLUDE l Cepar:ment, the Tualatin Valley Water District and the TV Fire and Rescues Company. This conformance 1 (� 1 • • I is to apply to construction practices, materials and device se:ectlon. V 2 !/Z" PIN LUG SWIVEL INSETS WITH PIN LUG PLUG5.AND CHAINS. _ � ________�. • _ `✓ - 2. CONNECTION FIN15H SHALL BE POLISHED. ..-r-" - \ STANI�ON MODEL S-8910 2. Correction cf the Church system to the municipal system shall be executed under the direction of the YY ., . .:,k.,,,,. .. 4" CSP TO ADJUST4BLE PIPE SUPPORT 1- T'r�erd Water Department. i-�- i 3. BRANDING TO READ 'STANDPIPE' ON 4" CONNECTION AND DAYLIGHT CQ APPROVED EQUAL. • • " 1 'AUTO-SPKR' ON 6" CONNECTION. SECTION 3 - REQ'D. PIPE SUPPC RTS 3. Operation of valves within the municipal water system by ices contractor is prohibited. The contractor �_ ` TO Br ?OLTED TO VAULT ' s is to call the Tigard Water Department for assistance, at 'ea,t 48 he :-4 prior to the time when such 1 FLOO--.. assistance is needed. n i FI Z. S-. ANDPIPE CONNECTION FIRE DETECTOR CHECK VALVE SEWERS l . . 116, �' sc 2 AND VAULT DETAIL LLI Z _� CZ \0 _O SOI E I. Sanitary sewer laterals are to be connected to the mu,ricipal sewers aider the direction of the City ofTigar �`_ . LZ__2. Noalterationistobe medsto existingsanitarysewers or structures. / - -STORM DRAINSl 1��' 4 1. The storm drair b stem is to he constructed b the contractor as shown on the ap roved ahs, and 1s to •-� \\- PLANTING _4- c y P P' � cl ./11. % ` \ `� i AS REQ'D 11 % conform to the : ublic Improvement Design Standards of the City of tic�ard. (�/ ___ '� \� Z. Storm drains ground the proposed building are to 'de 6" CSP or 6" PVC. The final reach flowing/ VJ \�\�j- ,/,x , /, , , , ,I/ ' , j Into the swede shall be 6" CSP. Lo „ ' .- /\� ` 3. The system to to include a Water Quality Swale for the removal of phosphorous from surface runoff'. �� V -� - - / - The Swale is to be planted with this grass mixture to prov'de dense finely divided plant growth: CO 4 SWALE SECTION NAT ._IYE._$EZ MIX 01 VWNOT TO SCALE Hobbs and Hopkins, Pro-Time 840, Native Bio-fllteer 1-1.x (or equal) ----- ______-._._-_ ___L__ FILTER FABRIC MATERIAL--e SEDIMENT FENCE NOTES: Blue WI!drys 41.0% 2" X 2" BY 14 GA, WIRE o 1. INSTALLATION SHALL FOLLOW T.4E Native Rea Fescue 40.0 , -- -- ~ •FABRIC OR EQUIV.- ---' Tufted Ha;rgrass 100% PROJECT: 9321- -- MANUFACTURERS RECOMMENDATIONS. inagrase 2.0 a Stofze ` 2. POSTS SHALL BE INSTALLED 50 Western Mar Amerouican Sirase 1.0% --- - - i THAT A MN. OF 3'-0EXTENDS elle CONTENT : I 2'-0" MIN. ABOVE THE GROUND WITH A MIN. OF FABRIC EXPOSURE DETAILS ' 2'-O" EMBEDMENT. OPERATION AND MAINTENANCE PLAN FOR THE WATER QUALITY SWALE 3. FILTER FABRIC SHALL BE PURCHASED IN • • A CONTINUOUS ROLL TO AVOID JOINTS. The Tigard United Methodist Church shall be responsible for the maintenance of' the surface water quality ' facilities on this project. The purpose of Swale maintenance is to keep the vegetated cover dense and - -- I 4. WITH SPLICE JOINTS AT SUPPORT POSTS ONLY, vigorous. It to also important to maintain the Swale to keep 1.4"..13 clow of wa;er even across the w dth of the \ WWITl-fH A MIN, 6" OVERLAP. &wale.12" MIN. 5• THE STANDARD STRENGTH FILTER FABRIC SHALL BE I 35' BURY FOR r` - I. Mow the grass in the male periodically to maintain an aesthetic appearance, to restrict the growth of REVIEWED BY: FABRIC STAPLED OR WIRED SHA TO THE FENCE, AND 12 INCHES Ate_ undesirable vegetation, and to keep the cover of grass dense and vigorous. TRENCH OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. • 1-11-96 e ►'' poor9 growthspots �~- THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES : :!'.:mowII Re-plant areas of rasa and barewith an apprcpr'ate grass mixture, DATE : BACKFILL /, '; r :!: Z. R + ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC !' y:. '1 8" MIN- eHALL BE STAPLED TO EXISTING TREES, C:'• t : ;:': :::t 3. Water the grass regularly during the establibhtrent per,cd and as r.eeaed in dry weather to maintain ---- - • -- 6. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE . �•' :� '`, . . ',..� vigorous growth REVISIONS . ' SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE : . 4, Remove debris and litter reo,ularly to keep the facility free of leaves, rocks, and otter debris. - - _-- 2 -6' MiN. i UPSLOF-: AREA HAS BEEN PERMANENTLY STABILIZED. - • `� ``� -�' - --,---__,.� 5. Remove sed'mant deposited in the awale during storm events and rake smooth to grade. SECTION T I ON F -6 1. SEDIMENT FE�.:ECJ SHALL BE INSPECTED BY APPLICANT /CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL • 1: : : ' • r ,: : : : : 6, Repair areas that rorm channels in the Swale. • AND AT LEAST DAiLY DURING PROLONGED RAINFALL. :;• ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, �t-OW �':: :::��' '`''� 1. Inspect the sBale at least three amps a year • I ; S. Inform !ocai residents of the purpose of the facility and the i'pertarce of keepingf r • t ewes Ie nee of grass !;: : . ;• ;:): clIpp(ngs, yard debris, oil, grease, or other nappropriete materials. • •FILTER FABRIC MATERIAL 36" WIDE ROLLS w� �+ i:.:•:.:•:•:•:......:-..:.:, • ::� • -- USE STAPLES OR WIRE RINGS TO ATTACH :i 'w ,. . : -. .1: FABRIC WIRE. '' ' ' ' ' ' '' +'' ' ' ' ' ' ' - - -- II 111E ?'-O" MiN. 2" Y. 2" BY 14 GA WIRE A-.4--- NOTE • FABRIC FABRIC OR EQUIV.• ---- - • • P�..AN VIEW • STAKING OF BAGS MAY BE EXPOSURE REQUIRED USING (2) 1" x 2" WOOD STAKES OR APPROVED - - _ ��_ �`` �7- EQUAL PER BAG BURY BOTTOM OF FILTER MATERIAL r'T 5' <.�� / • IN 8 B'r 12' TRENCH -----1 ' I • PT. "A" ," c i /I I +/.....r.•.:":".,1 - ..- `\ \x<c' 1• �R•' . --.-2I I I 2 \ 16" iM �_ -- - -- 6' MAX. _ - -_ • 1 I i x• -CO:: PCS".. �'��,G I.RD CR BETTER `{' °. .N• ' i- CR EQUAL , .. ER\,AT'±. STEEL FENCE POSTS ` t:'ir .,/ / r -- ' NOTE = �� v ---C.:1.4.56 SO F21F' RAF' BURY IN NATIVE GROUND PT. "A" MUST BE A MIN, OF 16" DEEP 3 1111110` 6" HIGHER TI-IAN PT. "5", 4� e,e( ✓1>� e.r.'4i• NON-WOVEN FILTER FABRIC ELEVATION SCTiON ASA t 5 SEDIMNTFENCE pETAIL r -J QED PROF, a10-FIST R-_ACi �pITCHES AND SWALE� EROSION SECTION ill U No- -C `'..;4-E ',O -O �C EF:.,,,--,:,. E �� ,� i Y F InVP ��+�. \', r CO- 11, C2Illar I.rfiAO ' 4' HF:GI 01N ?, lir \ 4bk. 19 0 \ �RR/e DEA PROJECT ABLX0003 ) W • Cl r-C.C- PERMIT fPLOT era: tic ,Ii :le�� pr onoion or IeblleetIOn by Ary meters to ►t-dotty d FOR CONSTRUCTION DAVID };VANS AND ASSOCIATES,AR INC. prohibit�gxeopt by virtue pennlsNe7n x HUN90-U444 ' or ApG1a1TCT : LA fNfiNFfR3, SURVEYORS, PLANNERS, UNDSCAPR ARCHITECTS (C G • rt hti-�- ,1998 i0 3 o 5 SW Walnut PI. ,A c, fllitR►TT *MTh?, PORTLAND, ON AY'fll (Sf1Z)279 RlN3 - 3of53 - • 93i i Al •....r...4 :a .�to.tMite' ..-0.-.4~111431,A,n.••,•.•*w*rXRfr7or1 vv,•!nv`l w, - _. SITE tLU • .._---_._...- ,....-.Y•"-'-4.M••M.d..fr..,:........T, _ Mr.,,.e: '1.ItlM'11P•YMYM,�IY' •"' •t.v.- -.I. ....► 1F THIS DOCUMENT IS LESS f11 111 lIl III Ili III'IIIIi I III Ilf III I i III III 11T 1111111 111 111 I 1111 III III 111 IiI III(iIi i I iii ill III 111 l�l r11 11 1 t 1j ter 11r t III iII 1111111 III 1111111 I �I i LEGIBLE THAN THIS NOTATION, I 131 I I I �- I I �--I I 1 4` I �-I�, I^I 6I I: ! �l ( I 1 gI 1 '� �1 �. 1 bI i 111 1 I I� IT IS DUE TO THE QUALITY OF • �x 79USl 02a /97? THF ORIGINAL DOCUMENT. -T IIIIIIIII � 11l� 1 � i IIIt � i]i � i1i � s�i � Gtliliil � lI � l9 ( 9 , lslI� I IiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllll11lIIIIIII � lili � nl � lnnlll � n {lnllui13 0 X • ' • • 111110T c • • 4 • • i . • C:-.:7s .41.1 _ ____....„---;_an„rY. LANDSCA.fE SYM60L LEGEND -'� '• NEW LANDSCAPING \ ow • (El. -T 1 _/ _�.-a�A \ % 0 0 0 0 ,..., / ARCH 1TEGt • L /� -1_10-4.-------- . -_.-e-eTe�i y-----`��"��y_ EVERGREEN DECIDUOUS TREE Stir OS RHODODENDRON JUN/ER 805 S.E. SHERM/1N STREET .1•0".......- ��.* �'� _. - `` PORTLAND. O . 97214 4666 "• '�' L.-A--a----- x ire i AP F 0 3 503/231 -0317 1 1 22 ''- x x I 'awe 8 ..-- o ../... , GROUND COVER FLOWER SED °ROUND COVER \ , _• /- - CREEK 441) EXISTING LANDSCAPING ' '' ��/ .cTLAND 6OUNDAR'r _ n ,• o i��' re "3 d I "- ) --. x . . x ti oo. ---_ ■ '�'i� _ �--a a%g�3i ee - - ` _J �.� cr) ® x• x x• x , "�- +�e-sT Vii-T.-1-d P A fl EVERGREEN DECIDUOUS TREE SNRUOS Rr1000DENDRON 1uN1/ER _''• - ��-- '":„------ .r v ra Irirr�T A A_1 A -+ o a-s e - , ------- / GROUND LOVER GROUND/. NER U �_ - , /....____....„ EXISTING 1 C REMOVE — �' — r*-- -( 20'WETLAND DUFFER / O \ Nik\ / e ,- - / I (:)i \ \_.,,./r_____._-v,i--->- Na_..„--1-"--- _ice A --� ��1 ��A• iExISTING TREES y,,10 DE REMOVED440 v--_i I, \ 810FlLTxATIONRE�1~&o AOR / �1�•1 . 6.4 �'. \ N , ,_�����/ r �640 � 1 f Imo' l 1 1 1 ''14'tl'i ,I+ yt (0��? x x ! 2., r ,, „ ) V-- Z __I .,.: ;r:,1 . �•� < • ;i Itet.1 .' , � EXISTING CHURCH BUILDING by x '• L>, LAJVC Arz�, ; Z _ . . \ 4101 0. .. , , I ,. ,-........ NON SPRINKLERED 1” f x St I(0I,113 S.F ' �j�� xx £ -I ' • - 23,411 3 "xxx '� DV/ED:- 48L301 ',JP C\ PROPOSED ADDITIONS n � --- ,��. %x xx x ` X9,102 SF ?�f"AL tANoScRPE AREA, : .> mac- 4--- l� r. • x x 5'RINKLERED 44hØ I�j�I„ x x w ,� "---- ,40,\ , 0 0 xx/ 1 \ ��/ .0 • ' .x s ›„-- .: • i .,- - C.) r\ . ) -- ,__ 411) ►�� I \ — 1, \ `1t.;jx�;x. I EMC-T�1,C a>1 r►tel(0220 _ , ,„ ,4,0 0 ,...A 1111 eosxx "l� x x 4 x x l 1 epi E -fp p ', NEW LA NES N I /y�� - 121,14e,;-e, ‘ MN rKx xx p�gT�WtL�Cv�`Ff�rf7 �Iv �C'L�TL?BEAf�Gn�DII�1 ipi.$1..e Illej I'/�. :, : x x x x x r,ix x I G F Itis.�a KYT. e-,5 t HAK1 2,9"%r (.U= '�" • � �ess P�-� x:x x x x TREE51r�tI�R C.4u �� ;'•, El • . x xR MAY .._. • _ tel x x 1~1CIST' ON , STS IN / •'• J - ), d l4RD�NJD T1�E PROJECT: 9327 \ �) EXISTING LAWN �/�� ` - o _ Pal.f�� O �rNET�.Ah'D 0 MlT1�T yl• _.,i— \ — - ,, ;`• ■ ', `�, ExISTING LAwN `_ •�.. 060 I,I ` REau I fZ.V5. /�. N ATt 7W / , EXISTING LAWN ;1 )N'EN��J 1►� �• • ( / \ LANDSCAPE PLAN J ��,, % itp 1 0 6 z)4(1) . . . Apr,or \ _T 4 6 et 6 /% • •• 0 ` . . . \ \ /C�® C •O( REVIEWED BY: \. , OA 0 •. O•• 00 •• r 12-12-95 DATE ,.!_. AP-„ \ k \) , n %; ( NEW SHRUBS ►: / 1 �� O REVISIONS: rt —>rxl�Y 1NE- Ct;PE r . ,,,. A #41../ i . �\ /41� AI& lit ,,,,,,,.) , (` `, 12 (2.13595 ' 1 e 4. (4) b 0% 12.21-95 SCHEME A/ JTILITIES A ' ' ♦ ( �i �i tsau 12-28-95 LANDSCAPE DESIGN • Nip- " \ / ., t� ) \\\krit-( 1 29 96 REV1510N5 • FXIyT'Itl(j 5NRu85 -� �''� \-� :. "R: .�/r tt,. 1� o I 02/07/96 2-1-96 L PROGRESS 5ET IONS • - `P 1 'oie ! '4., 02/09/96 SUBMITTAL SET Ext 5T l re TRee voy \ M. ' / ^^; Frovl D E cu-r-our !KJ •:4.. rt`�`) ,' il.]EKt5-n )& 1�.,LA NV PF.> r REGotRil.n fbR i.1-Ezyki \ \ \ • A NEW 5f3RuB5 h MATtH .._. ---. , - kExISTIwh(564L.) Cl, �' / jFc� �r jai ` ) it \ ‘ '14. lii\ a 4ori.,,I, ..‹.4-ii;:ft. --------- 4 .. k Atli 7.'•:1. 40,1,440, ifilk4% . (441P\TOP 4 %04' Mr) `, A I Ile,.._>� ( ) �/ -r<"' ( •�, IAI� I 1,.... ' 6E EXTENDEDNG TCLNf W LANDSCAPE 41 vir * iti fiti.i.- - vik , ) ,,,,, ,---- ....Or,' t e° . 41. I _ ./ _ - ` - EIt15T1N3 LAWN / ppp �, i '+'- ` 400, Al)) _ AREAS ) - EXI5 NG LAWN -��/ / C / VXV.511,N6 r:F--RREEN 1REIE5 4I) , ., —�''�- G ______---------- w ,i4 n&I lel Ili* tz.,CI • • ANEW JEW EVErwe �.1 -T-REESExtem4G (51 mit.) ,Tb mento -�' ----- ,� ; • -Jam-�''�"r �� • ' ..--'-..%\\ ___- - :IL� �� fil;. �'.� • 1. 1���� 1 'r , '--- . \ \7OJECT SITE' 4 .,� \F\ L 1 LANDSCAPE FLA' N ___ S/0V_ ICINIT`( MAP H-- \ .___. ,,,,_ 20' T A I•the arclurave property of � _-- _. .r.- .__ � Thl,Irwrvin fSU,'Hb-U449 I I I �- >- 1 I - r • 0 rJ 10 20 40 60 $Q 100 FT, N��rN NO SCALE MOM ARCHITECT•y Reuse, n, le a rie or [ 1 0845 SW Walnut PI. of ARCHITECT^LA. pub Ie wtlon by any mewns Is Itrlrtly a IJI 9bDrohlbite�l except by written permisolon ,` Cci)copy rfent - ---'1995 . 'p'' iAikicome• _ _ __-- a«rM.n�w ..,..�.w�.••„K..,.». r..ar 932D.R. ND 517E PLAN 1/2WU T �1t1f1�1 IIII 11I111I III�II_L. 1 1 I III III Irl , 'TTTr�7(1 III 1 1 1T, 1 I III I I III t I III IIIrIII t I III III IIT , 111 1 1 T r�rt 111 1 1 ,11 I I i I ,II I..L,.I ,� I, . . • . ,..� __—. A IF THIS DOCUMFN 1S LRSS I I Ili l I I I I I I I I I 1 I I I I I � . ,. i I �*, i 11 — —_� --- �_ 4 51 61 �I 1 , 1 �1= b11 i1I _I 12 LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF -- -_ THE ORIGINAL DOCUMENT. -���77T------T- !� 77 T- - - - - - - - T- No 38 �. d _ 79(49-6i-, �/}yl �Or l 11 :1 9. L S L 9�Z I in1L �6 I TIL t1�G 11 I BT L I I H I I t4� ill I S T 1 6 i l i i L i I 8 I �L I I9 I I IL I �Y r$7 J .. 0: . , . . . . IiIII IIII�IIII IIII�IIIIIIIII�IIIi Ilil�llll IIII�IIII IIII IIII IIII�IIII IIII�illl IIII IIII IIII�IIII IIII�III! IIII�IIII Ilil�llll IIII IIIIIIIII II IIII IIII IIII IIII IIII sill IIII IIII Illll,tll IIII IIII IIII�IIII IIII IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII IIII VIII 30X • .. . . . . . . , r I :,. ....,.�::_. ....w:.•::.,...tryn:rw'dL:B1`�;�P'� N•.t4A�:�ti.Y�.a3..,:-:-,; .. ,. ,.. _ :J:. ..•:.;.:'. C,_. .;..-:. _ _.. .., .. � ......, _, is �.:: a:.�:. .. n-n...a r� ,,. ,. a •... <td LIIIimmunINIIIIIIIIIIIIMINIIIImlir . r °61\. /4\\\ / . ' . \ /" ARC H ITECT • LA /r" NEW WATER LINE '"" SEE CIVIL ------ 8O5 5.E. SHERMAN STREET ---�" -\- /" �"'���' 5 OT3 ND./ Olt. 97214'4666 f`.--- --WETLAND DOUNDARY /' NEW NEE CIHECK VALVE 5 A X 503/ 231 - 0317 1 22 SEE WETLAND RETORT '�" FOR SPECIAL INFO. / „ NEW WATER UNE ��/ SEE CIVIL .— " /, 11/4.. f •• HX.F.M. " / CREEK v /' �/ " ,--WETLAND DOUNDARY ,-(.1.-'1, ''�" � SEE WETLAND RETORT `� _ SNC) \ T _ �/' FOR SPECIAL INFO. � �/ 1 \ c > /'/ - --'�'�'_ _ "� ��FW F.N. O "� {I .------- " _��._ / TOP OF DANK 0,0 5 h• - Z /�� �r 25'WETLAN✓DUFFER _ �� '/' EXISTING UTILITY �' kt� _—� _ �" " �/ rOIE� / V r _ !� �/ /NEW ELECT CIC.AL NEW FIRE -- \ �'- 02 �// / SERVICE 9 DEPT.CONNECTION EXISTING 1J � / fi,. T \ MANHOLE \t \ �� / 1 ANEW \ \ _, CN • N. i 15TING OVERHEAD' CHECK VALVE � `\ / /� /%////i/l//.J///� TOWER LINE \ \ iNi O 1-1-1 ' A ,,\\\\\ _' ALTERNATE /V - \ \ \ • \ � ^-.__ /r NEW 5rRINKLEK � r RISER ROOM \ k-- ° , ....--" / _ \ 4: , \ \ , // A \ ZL.... : ' \ N \ .. ——_____,..1 . �� w I—z HR.AREA • \ SEPARATION WALL EXISTING UTILITY \ \ y \ �� w\ 7 TOLE z EXISTING OVERHEAC t EXISTING CHURCH BUILDING , \r°WE RLINE ZT \ / \ • , • \ \ \ PROPOSED ADDITION \ %\ QL \ h✓ ALIGN _ tel` ( U ) � ?lPICINKLERED 41111715°. Imo. •- L.] \\ cto, \ ��~ \ ` ��,�� i . scow I -- IF- 7 \ PAVING FOR_ /"n► . EXISTING \ it (13 2G' DUILDING r .��:• [CYCLES �.- I NEW ENTRY CONC. RAMP SETDACK a ` ���` +' --ice \.. E EXISTING WALK SEE 2/A9 STRUCTURE. ---,‘'.'-'• �•' \ • • •OP 1�,� PROJECT: 9327 s % 14‘ CONTENTS � EXISTING CONCRETE SIDEWALK r SITE PLAN EXISTING DRIVEWAY \ r \ Rig, d. TO DE REMOVED11. 01 \ y 0 rz / i \ \ s \• - C, 0 & % b► . b► A b► -- - - �, ri REVIEWED 6Y \ \ \ \ ' !:wHil/T°Eulltx:RCEUM015VTED / F — EXISTING PARKING >\ FILE TRUCK • NEW rOUPED TURNING RADIUS —� = CONC.GURg _ \ QATE : ]' Iii'9C. 0� r �y\ \ �\ � EX.CONC.CURD \\(41P. ` �`� �. , \ --�� - • REVISIONS: \- \� �--+-- EI(ISTINO PARK NG > \ I 1, �c ��e\ 7 \ 7.16.96 PERMIT..,.T \ \ ' EX. C.D. EX. SITE 0 LIGHT . \ / --EX.C NC.CURD SEXLIGH. 517Et ♦ 4R ♦ ' X.SITE \\ \ / <------ EXISTING PARKING > LIGHT EXISTING PARKING , \ 1\ , \ I \ / / 1 \ \ : \ \ \ \ 4eYFIRF TRUCK �'- _ - \\ t \ / TURNING RADII \ a EX .D. \ \ \\ • , \ t-- --- EXISTING AIMING > EX.C.D METER TER EX15T!NG ": \ .. Ek. SIGN TO ( MANHOLE REMAIN \ \ \'• X. 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OR 97214'4666 5�.rRE _._.------- - dl FAx 503i2 �t � ; 17 CENTER voodoo,* -- II 'c hI NN E%IsT FIREr!K.E II Ni---- REMOvf AND WK.. •I N ' EXIST wINDOws QI W . E II ' 13,/ II 5n!NR4EIt ��i 122 .$)I mommoill. ../•••••......124, ___. __4,.._ __...... I 1 • s 6 -,11 y' '1* i I' U ZZ L1dRARY1 �' ALTERNATE *1 0MARY 1 I s ALTERNATE ` SEE 2/A2 ` U .LASSROOM CL,S5RCc,1M —__.- W 1! 116( CWORK) it1, N[iwoR• , ^ C2 s' Rll S B A5' 2wE � I - if yJ 4, —+ =-- r ON \ v C.....^ -ti — 1 116A ,1bA Ci — .> ISTD C0 \ f NO NO 5IKINK w ' r '1� WORK WOR:) / FT ♦r �- ' 1' 1 1 , , ktj • — r=L ..--w ..ov//u „ ALIGN INSIDc — i l --+Ni_c.a.J,_01.,1_,/ C------ ..mow,,.•wig/So . ..... - ..7„ , I i -�► rAff OF WALLS 1 ' * F ,�, f FI USM NEW WALL �� E ILI 61 ii \ / , I�) 1 Wr fYISTINC -- 1 " % SIS `\,i' i..1 4.---. ' �.• - - „ w I I I I _` CORE IPO --REMOvEANDINFII: •� I+. i CA iii.•iss--- // , r ] 119 ExISnNG wwOOws iZ 1 — 1 �/ ---7:-."--" . (. � L k w C N +� /7''....."....:„/"....'"."'"'...."'-'" \ 0' • �1 �. Y . .. • ..- .. -. I \ �• I..NIN III....I.IM.A �Q . o t8) 4 �� 't,A5SR00M �----, _ t1,� I (4 E. I i ST AIR s 1 2 'y !f4 �_.- MECHANICAL I .S055Y r ii y/1'• + F E ••• -T 71:2611/,"-- 2SE4ritAiAtAtIONIA !t7 !NO tvORK• r • REMOvE Ex,simo :ONC SUNDAY SCNOCL'• '. �IAT�ORM.•ATCMCLASSROOMI G y ,/.' /, •'.• - -TL.. WAII OOR uA1CM "'-i 106(NO tWORKi fT ROOM 1 © '� o Q . ria41 - ) <C 2 tS) in /� •t ♦ _110((NO 4titi ©V: \\J .... - ,.1� wORKI ' WOR • -V ,..--<- I �' �. 2•WIDE court ,f--\T ^+�1 ':".... 7 sTRIrINC. L'JL- _ • CORIt IPC�R ��/ �J j, Air ii /1-n \ -///' \\ ?'< 2-):' \` 4 Mc. AREA CONTENTS C2° , A ,,.. L---- ---- --_—_----A / \ I ' 1 \ • yE►ARATION WALL ��� 1�!L1I IUR14!!E ROAM �� \ � 4:2 ��� i i OWER FLOOR PLAN E•5' fis ,1 j/ \ ` —� lTr / /� Q i \\ M-�N- '"' W MEN © :• ! CL/�'.l�ROOM CLASSROOM KITCHEN • •'� 13 54Y�ER �� _T" \ .,-„, \ ,,rte "` Rem 0 / \\ C, �! ,.,,.,e. 'J? t © t05(NO WORK) 03(NO wrRlc i tOt INO WORK) � I I e // \ ' \10. / \\ -�- " C 1 i::: �L,GN r_ i-_T �-� L �T -_S Lj r . \ P \ � \t� . :��55ROGiM I _ PATE 7 1(, 4fo 07 ) \ s �!� 9 -,y 21t# 90.E - r - • /i� \ 1 REVISIONS ' • • \ \ \ S 00.! / / f , COURTYARD 7 16 910 HERMIT SET c. \ f4), \ 1 1‘ w ..----------v----.------- tzil . d — \- ...e.N. / N. la, I5E AT LEIAetiv10 o? �� 4 i rtor.LINE NOTIFY ti. �' ` ARCMRCC�IF f)TM)fRWI•X r ( ,.0 . p \S!)\'''' ‘ \\c ‘ ‘ Ip \____/". /\ . 0 LOWERLEVEL - EAST ---ED\ .. N \ \ ! \ \-7.--.2:4' ' . * .', iiii N. , / c, • • �� I'i £1-,..,, \ „, . 1 / e ! .., � •C.OM I \ , SOF CO \ —.\ A 2 Q ..,..IMS TM*drawing 10 thy ewLlu wR ,ro1P.'- ,RC.Ii111 CT.LA ICeue et',^4t. pu 4 ewtJo, y wry r '• l• proNP tA1 accept Fry wr••t'4n vim• riIiU 1'96-0449 crf LA 9845 SW Walnut PI. t►+ T. — ---�� 6 of 5-3-'C', 4',',2'1 Awl 1 ♦ A'i '`. IF THIS DOCUMENT TS LESS ,T, i� II~I 1Il 1 I ! IIIIi `'Il I III III IIT Ill I111!IT 1II I 111 IiI III !11 III III III I III III III I I IiI IT lii i 1 liT ljl IiI 1 1 III III 1111111 III III 111 Ii LEGIBLE THAN THiS NOTATION, II I L 1— I14� I1 -I �� I161 I L I � I I I �I II (�� l I I 1i 111 _ 30X � IT IS DUE TO THF QUALITY OF 997 Note e 2.. �u as THF ORIGINAL DOCUMENT. r — -- -_ T -- MIIE HIE 8�Z LIP, AiZ 19�Z t I E�L I G�Z i1Z O�Z 9iT I�i I fATI !4ii �TItItI �liI-Oi8IIlL19rITIIRI ''.-1 IIIAIIIII IIII IIIIIIII IIIIIIIIIIIIII IIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIIIIIIII IIII IIII IIIIIIIII IIIII,III IIII IIII IIIIIIIIIIIIII LII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIII IIIIIIIII MIIMI IIIIIIIII HI IIII IIIIIIIII IIII 1111 IIII IIII IIII 111114111 _ 's ••••••••=11.L. OW/••••••=1.11MIMISMIIIIII••••=11•=1EMMIIIIIIIMMEIggliMMIVI.11111.1111.1111•11•111MMIMIIIMMINI 21'10- A6 b� 13.to• b'0" AlAllibtAA W zemeii�awweweem•—`ii a'L ',IGH NEW W L % WI H FACE 0r �11?36 MASONRY 0 WINDOW e s ys iiii ARCHITECT • LA j c�n551:CnM ( \ 121 tl• 805 5.E. SHERMAN 5TREET C •--\------EXISTING FIRErLACE I PORTLAND.O . 97214-4666 \ .o rEMAIN - _ - 5 0 3 / 2 3 1 - 1 1 2 2 m CENTER WINDOW --- - I CE,-1 ,it FAX 503/231 0317 \ ON EXIST.FIREPLACE H REMOVE AND INFRA. r EXIST.WINDOWS O 1.1 S i W V W 0.4 / O E._ �t3 i 1, SPRINKLER I —1 — - -- • I...=- ..1.---. . .. �4) .,. -- �rG - 1 �- 9'5' 1 6'Cr 1 3'11" 1„---12.3" - • V '" I L16RARY ALTERNATE #1 w 2 1/D".. 1' 0" w LIBRARY = I ALTERNATE O J SEE 2/A2.1 CLASSROOM CLASSROOM 1-•-• w 116(No WORK) 118(No WORK) , ' ^...( . y1 iii!O. • yI 44'6 ERIFY) I C-_ 0 Lu S'9' 13'°' M.O. / S'°' 4'S' tb'2"(VERTU_ - I " �7 I +i C1 11112' IplEo 11 , «' • s I1 A [I ; BASE I\• - 11: T I \ (WWORK / - ©7 SPRINKLE 13 �I 1 BID V-•- �! �J LIFT \--- _______. - r.i .. I ceALIGN IN91DE I TI '.. ......--,40%, ��1� / < FACE OF WALLS \ _ F.E Ili\/ / - N �9 FLUSH NEW WALLY W/EXISTING ~�• /.�• / /•�- — CORRIDOt REMOVE AND INFILLt fW119 EXISTING WIHOOWS 4---(.0d /� o fn, J�J -- '°`--TTS°(o, ® `' _- CLASSROOM r zZ �•d F.E. iAIR t1 112 �11 5/.,� LOBBY I j �/� 1i�- - _ ! MECHANICAL ,,,�'i,� N. \*. C I © 2 HR.AREA 117 NO WORK) ~ � .�J SEPARATION --REMOVE EXISITNG CONC. / •� / p.: I WALLPLATFORM,PATCHSUNDAY SCHOOL ^ Qo/ ��,,I �� " ', I OFFICE CRAFT ROOM CLASSROOM • YL FLOOR TO MATCH Q �/// �i// /� t� ,�AV r- I _ :; + EXISTING ..- 106(NO WORK) 10•� lUc © o cr I / ��•\ / L- TOILET TOILET u Z�110(NO idNC1 . 1.. 2)1 / ••.. `M ®'atJ _ ! • 7CK) r� woR j V �,• • . .. ..a....,..�:..........�r.�.. ALIGN_ l L�LJ` ,�{' / •, 2"WIDE COURT 0 O � � i,� STRIPING.TY P. w \ ••S �rV �� ` CORRIDOK i,�',i -/' •ti•� i'•� D.F. �- �� 120 44,E j \ 's .... ■ _ r- / j �� \ - 1 / :vim•.••.•_ 1 LI I-----+ � © L)----- L.) A.\ / L PROJECT: 9327 / .1 �4 ,� �1 �/ (. / \ / t 2 HR.AREA �/ I L .... . _J•/(`— '• SEPARATION WALL _ CONTENTS: / \ MULTI PIJRPO5E ROOM ) @� \ ••;• f AN / �1 ., f� � LOWER FLOOR PLAN FAST 0 / IIP/` 115 / MEN !"""- - WOMEN // (/ J �\ / � •••'S 113 w i ( 109 I C.) CLASSROOMCLASSROOM KITCHENS1 r) R.6 0" / \ ( 1 AHW�R `3� d5(NO WORK) 103(NO WORK) 1d1(NO M OKK� - . \ o d/ \ _ • I / i /'� �" F.E. .� •" 111111111111111111111. \ ) ( Z f 1 \Q ��` o, .. \\ , i ALIGN ..� .�.� w.�.� �.� REVIEWED BY _. CLASSROOM IIMMIII \ \\ ,\3.\\., . , \ 0 d / 4°.17.1Alri,°o.a• © 107 �. • i R.s o• REVISIONS . \ \ \\O.°. ' i� 0 i // 1 /// tg ~- COURTYARD 7-16 56 PERMIT SET % \ \ . . /40/ y . \ \ \ . . / /. \.,-- , NOTE;1'15 POINT MUSTON 41. r, DE Al LEAST 20'FROM 0. i mar.LINE.NOTIFY a \\ O" - •• ARCHITECT IF OTHERWISE 7 b, \ 4 .41 . \ON \ 747 . '*-* . ...- i ; \\ ON /' 11/4 \ '\ I \ i \ . . Alb LOWER LEVEL - EASTIra/ 1/8". r o• -.(p 1- t~• f.,1•‘N % 11 I BASE d� Z 1, \ �� SID Al_ / — • \ , ,,...-- N. \ i \ Q b � di i0-Y 4' :* C4:<;\ ON/ ' • \ I ' _n i 1L 1 , b QF 0 • • \ \ • I A201 f Thle dr.wlna Ie the exclusive properly of • ARCHITECT a LA. Reuse.reproeluctJon or ---7.•• publication by any imams le strictly HU Ny64144y 9845 SW Walnut pl. prohiblteel except by written perrnlse�on - .of ARCHITECT o L• 1 1of-53 .. . • t,1 Copy right - ,19L96 s 9327 A2 I,A2.2.A11.1,A11,1/4 ,... yen,.. - °__ ,.r. .•.•..r+.w.x^...yam. mec..: "" 1F THIS DOCUMENT 1S LESS lrrltlf iIIiIII l!I cIl IIlI JI IIIIIII VIII IIIIIII IIIIIII IIIIIII VIII 11111111 lllllll IIIIIII IIIIIII IIIIIII IIIIIIIIII1�111 11r�1 1 11111(1 111 I 1 IIIIIII IIIIII'I�IIIIIII IIIIIII i l 1� JJ2� ._ I 4I - I �t I 6 7� —I •._gL 1II I �I I 1.11_ I 12J LEGIBLE THAN THIS NOTATION, , t� sl �f, 1O97 IT 1S DUE TO THE QUALITY OF No 36 tj•-,.,�s.-� j"M `� ( �� THE ORIGINAL DOCUMENT. L - - O�E BOiiZ fig 1 LIZ it 11L Iii Zig 1g IIL O Z 911 Nit it ' 9111-1 111[ 161[ Er PTI T1[�18 9 1 L �9 19 I P i S I IZ li r,uel (IIIIIIIII IIII IIII IIII IIIIIIIII IIII�IIII IIII IIII IIII�ilil IIII IIII IIII IIIIIIIII Ilii fill illl�llll�llll IIIIIIIII IIIIIIIllll INMI NMI IIII IIII IIII i,ii nIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Ilii IIII nn nn nn un milm IIII IIIIIWII • • 3/a"TYPE'X'Gfr.DD. .Sib'TYPE GYP.DO. � a • ( `_ 5/6•TYPE GYP.DD. METAL CHANNELS S/a'TYrE'x'GYr.D0. -.� j 2x6 O+6'0 C. 2x6 0,6'0.C. 0 ., .16"O.L. - 1 R ZJ DMT IN5UL. lir . •• a METAL CHANNELS 112'PLYWOOD SHEATHING `\ WMR-21DATT INSUI. --CONCRETE O 16'O.0 I MOISTURE DARRIER ` ---1"11111111-1. ! DRICK TIES SEE STRUCTURAL —3/4'FOAM INSUL EXISTING CONCRETE I" + s/a•GYr.SHEATHING ►\V�` r I/2"PLYWOOD LHEATHING 1 WOOD 5.)LNG ; ¢1 5!b GYr SHEATHING `\ • / `• MOISTURE DARK ER . 4. 4 'N 6 g r AIR SPACE — DRICF. th* -77 i A.I.M1".I 805 5.E. 5HERMAN STREET PORTLAND, OR. 97214-4666 5 0 3 / 2 3 1 - 1 1 2 2 WALL TYPE�1) WALL TYPE i 2 ) WALL T rFE '-3 ) WALL TYPE 1,4) FAX 503/231 -0317 -; W Z _ }` >a, y I — -- S/e•TY PE'x'GYr >D. i 1 I1 - 5 w -- EXISTING MASONRY 5/6'TYPE'x'GYr.DO. -- NEW 2,16 OW O.C.• AND SHEATHING TO DE e O —2x4(OR 2x6)O 16"O.C. I I __ EXISTING WINDOW REMOVED ,.,_ AND FRAME TO DE REMOVED - I_I I - EXISTING 2x4 W ALL L l SHISTING MASONEY EATHING SE AND 11 2LAYERS5/8"TYPE'x' ( 1 �'.r�Cl -1_� REMOVED GYP.DD.EA.SIDE v _ - _.__ -- "-T. =1 _ i REMOVE EXISITNG WALL FINISH INZO I • �l EXISTING 2x6 WALL _ 1 -___i_ _ I Z ONE HOUR RATED PER TWO HOUR RATED PER UDC TADLE 7-5,ITEM 17-1.3 UDC TABLE 7-5,ITEM 17-1.5 111 al' , WALL TYPE G WALL TYPE �6 ? WALL TYPE L1�J 0 . cs "--' ALTERNATE CHOIR/ 0 W c •--/A4, //// -, , MULTI PURr05E C 46. 100 I'(NO WORK) V SCHEDULE OF WALL TYPES ' , „!2•. I' 0' s I..1 k— l ... ,..,OOOOOOOOO Aij ', �\ 7 CORRIDOR 100 AA 100 N(NO WORK) No WORK) 1--- , ' s 7,,---1 r,---1 li N 1 71 III (72iD \`4 - REMOVE EXISITNG I '� < Z �Q �, STAIR STRUCTURE. 1 - ? • r�. = -al PATCH FINISHES TO ' -�-- --- MATCH EXISTING 1 1 0 i1LE _ STORAGE < In 100K(NO .1- MN IMI ' ' n WORK) 1...1 : PARKER HALL ei 3 4:43 100 0 9 1 _ , - (NO WORK) 01 _ J o STORAGE • too JPRO,lECT : 9327 I 1��, i . - WORK) ROOF/FLOORJCEIUNG (171-' ROOF/CEILING II CONTENTS LOWER FLOOR PLAN - WEST \ ^�Y ��`j J WALL&CEILING TYPES 3/4"TQci PLYWOOD ROOF OR FLOOR.-TJI JOISTS ,/2"NLN.PLYWOOD W/Ex T,GLUE WOOD TRUSSES•O \• `` 1 SPACED Ur TO 24"O.C. 2 LAYERS v2'TYPE'x' 24.O.C. 2 LAYERS 5/b"TYPE'X'GYr OD. I ---� ��}}-- --r'� WINDOW SCHEDULE GYr 60.ICDO RErORY NER-20C UDC 7-C,ITEM 21-,.1 —' _,..") STORAGE - 100 A �'' X \." DISHES • JA fR 100 H SCHEDULE OF CEILING TYPES - i (NO e 10o c 100 0 100 E ) W A ) W 6(NO (NO WORK) (NO WORK) (NO WORK) Cr '-r--"°,\W!)7,' WORK) WORK) R(1C�- • WO i ti REVIEWED DY: • ir 'N.,... t DATE : 7. 16.911 • ........... __ 1 MECH. REVIbinh1t : . 100 F • - 7-16-96 PERMIT SET ( ___10 b'M.O. L t0 e" - _ 1 i( _ l` 6'0" t 153 • • �I —4., ii { o o \ ~ 'f f N . _' s, / Y) __- .G __ / D C INEAR INSULATED ALUMINUM FRAME O O NLALUM NEAR SUM FRAME GLASSLATED CLEAR GLASS INALUMNUM f , FRAME CLEAR INSULATED GLASS W 1 IN ALUMINUM FRAME -, w z i W 1. s 4 M.o. 11 J at o• t - 5'4' 4, s f O N ._ _ _� �' "' - 1 LOWER LEVEL - WEST (i) w - e . 1!b'. 1' 0" N , CLEAR INSULATED SAFETY GLASS < G/)CLEAR SAFETY GLASS IN CLEAR INSULATED GLASS IN ALUMINUM STOREFRONT FRAME HOLLOW METAL FRAME IN ALUM.FRAME I • NOTE: ALL DIMEN510N5 ARE MASONRY r� WINDOW SCHEDULE OPENING OR ROUGH OPENING SIZE - 1 _ t ' j mol - �� Vi! r � J ,!4•. I' 0- 'r'Tl r,aREG • , !,':;i'',..;.'••0;,,„,,,:•;':. I •,0; '',...it^r,..N 4'i:.' 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Reu.,,reproduction or pu011eetlon ey any means Is •trlatly prohibited except dy written pernrsNsn tiUl'y6-U44 • L----- 9845 SW Walnut Pl. of ARCHITECT:21,..A4A. 1 I of 5-3`;S rCopyrlAht 199' 2 A3 .A3i2.1,Ai2.2/ WU ______.._�....._—.�.___a..—........�....... -- -- ' 1 �t r,�p � � x r hl, ' IF THIS DOCPMENT S LESS 1I1 rIlf�lll III 111 III III I I III III III 111 ill II1 II1 ll'II1l�lll III 111 l II I11t111 III I I III III III I I III Ili II1 1 1 ll' 111 11i 1 I III III III III II1 III III I I "' LEGIBLE THAN THIS NOTATION, I I I i� I I �� -J• L I I ' 41 I I I .J I I__ L.6] I' --I�l I I I _I I �, 1 1 i ��� �_� � � �'._. . �. , ; r IT IS DIGI TO THE ENLTTY OF E 8111111111111111111118111111111 BZ�LZ E L 6G S 6 TZ Z 8T H-Ti LT 9i 9T bT 6T`ZT TiTT 8 L g 9 �� L T�nrni _ _ _ _ __ _ _ _ _ gusi as /qfq' THE URIGTNP.I, DOCUMENT. *i I � TII +Ti � � � 1 °I ( � � i11lT � 1 � i � iTii � T� TTI LIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III! 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GADLE END vENT - . • • ,-: - - - _---.-_— • - _ _-__—_.7._=_. _+� � ►PATCH EXIST WOOD SIDING -- _ _ -- _ r.00P Q — - __ -- — i�, • EXISTING ROOF To (\� 24'p"fVERIfY) `��'N ��`I -- — .. -'" _ - DE RESMINOIED < +moi' • s (� MET AL�urrER ,-------- - 1/\ B/�SE BID v illi - ��� _ - —� TO MATCH Ex19TING IV 9'ninon II v-- v__ �' :�- - — -�- _'� \ 7:1 _ MATCH SO►1 R AT _ _______ ENTRY DY CHAPEL S �. -, - -- - -_ - -- — / l C . \u..m..,i.,c.i...uit .._=„aL I rte..,.,... . - -ilmmono 1• i_ . __ 5f1NEW STOREFRONT 1.—. `11111.11111 '' — _-�,� _ �� —— — _� _ -- PROJECT . 9327 • III D.D. la FIN poli ‘, • �,�.., CONTENTS: - - FRONT ELEVATION 11111 I I. I - - - - -- - - - - - - - - - - '- - - — - - - - - a O' 1FIN FLR. I -- I l t l I_ + , . 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LIBRARY ALTERNATE - SOUTH ELEV Ci r u O , ` li---- . ® S W_ W rI �I� i ----ROOFTOP 1. 1 -El(15TING NEW MECHANICAL UNIT EXISTING I rREFAbRICAlED METAL = — 'L1�' K CRICK I LOUVER VENT.S 50.__FT. �— _ a ___--- ROOFTOP ■ ■ CHIMNEY REE AREA - • II I MECHANICAL �' � •::c1T _ i ._—�� 4_� -- 1 - - �— _ WOOD 9!DING • ,.., , �� \ _ -- - _ _ -- am IIII -_ — _ — \_________ 1 .... __ I C� O . i f i 1 ...._ ____.r_ ._ _ , , ,_ _____ . • ... .., .., . , . , • 1 .. . . . , I , JA. k...) < .. . . _ :__. .. , I 1 1 il , _1 i i ___, .• .00„,,,,,,. ., -----► r I , . • 4-- V- I i _ --- EXISTING W000 SIDING `\ rt — I ' --• \ FIN.FLR. 7111111111111111CJ PROJECT. 9327 . 11 ,R — / 111 z I • 1" WOOD SIDING I I _ I �- 1_ 4-----�--_ --EXISTING c ICK I ---- .�, _ + CONTENTS. l7 0•FIN.ELK. I �.�. I _ I li I ., 1 l t 1 _ —" as D 1 111 Il l D5 EXTERIOR ELEVATIONS r, CRICK Y i MA5ONRY NFn WORK CEYOND - EXISTING STRUCTURE -- —'- NEW ADDITION cL________ W BASE BID • BASE L'4 • i o REVIEWED BY : Al DATE : -7•/%.9e, REVISIONS : • 0 SOUTH ELEVATION Illrat/8.• I' 0" l 7-16-96 PERMIT SET 1 PREFACRICATED METAL �. _ _— LOUVER VENT S 54.FT. _�� VIN.FREE AREA. IZ �I I I �"• 5 i rte"~ Jam^ • A L- , OPEN--- I I -- �►--- _-- CRICK TO •rT WOOD SIDING L • I — _ MATCH EXISTING •1 F...„.7 T'Tr vv7,1,/ _ -- — El I ��LARRY1( I OF0 _� — - - — - _ O O"FIN.RLR. • EAST ELEVATION BASE 610 A 5 0 /7,., 4 Thte drawinex g Is the clu•IYL'property of r . ARCHITECT•LA. Retail.revroductton or 1-11 li0Jl'9h-1144!-1 publication Vey any means is strictly 9845 SW Walnut PI. h�rl prote+d except ry written permission 13 of?3�� of ARCHRECT•LA. ©CopyrI ht_ .1996 9527 A7.2 EXTERIOR ELEVATIONS 1/440./ _ — -- • ......._......_._+..�...-w•..+..,. .. .. ,.-.� lemeartrrx,eri.,, ,.ate �?.4_.,�:ex:. .r'1•!4y „ ,� - ....,. ... _. - ....,..,. IF THIS DOCUMFPIT IS LESS I1 �l l I ( I 1 1 1 1 1 1 1 I II 1 1 1 1 1 1 I I I T I 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I 1111 1 1 1 1 1 1 1 1 1 1 f l l l l l l l l l l l l l l l l l •�•••wt+e�. T'Tlll � illfilll � I ;� IIIIn141IIIII � 111111 � IIIIIII� IIIIIIiI � I > > I � 111I i � llilll � Ill I , LEGIBLE THAN THIS NO"ATION, 1_ I - 1 --L — -Q —.._�l - 01 111 �� TT IS DUE TO THF. QUALITY OF ggus aQNone .fir_THF ORIGINAL DOCUMENT. -- l ACIIII IIT�I IITI IIBTIlLIIIIIIIILIiZITIII9TI1ZIIIIIItII IIT6I ITIIIIEII�IITIIIITI IIIIIITi1ZIITIIIOTIlZIIIIII8IIliIIIIIII9II11Ili!IIILTIillIll9IIIIIII4TI1iIITI II�IiIIIIIISII IITIIIZI�IIIIIIITTI1[IITIIillO!ITIIIIIIIII8I IIITIIIITI LIII IITII8IITIIIIII19IITIIIITIIIIIII£IIIIIIIIIiZIITI IITIiI mII1 • • • • • [.......MIONAIMMIMI•mildl••••••••• •••••••••.110Yi•• •••••••• •• •••M••••••••••• ••• vm.ormirftaino • ••••••IMMIMIMIIMIn • i COMr05ITIoN'SHINGLE5 • 815 ROOFING FELT // \ /.-- PLYWOOD SHEATHING Ir rREFADRICATED TRUSSES I • 12 �/ I "r---- J-� _ �� _ ARCHITECT • LA �� --''�- • �- 805 S.E. SHERMAN 5T1[EET �__--------- -------------------_ FORT( AND.O . 97214-46$€ • 2f--------.._ 5 O 3 / 2 3 1 • 1 1 2 2 DUILT Ur ROOFING 26'34_______ dee 12 �iiiiii�r��. F /1 X 5 0 3/2 31 - 0 31 7 -`� TOr OF PLATE U ��� �26�3• _ ------- EXTEND D.U.ROOFING MATCH SA$CTUARY ,B"ur SLOPE.LAr /' ,--- it INSUL. SHINGLES.2 COURSES METAL PARAPET 4;�_@'_- --- rLYWOOD --- CAr T O.r SHEATHING EXTEND D.U.ROOFING 22' 11• S 1D"Ur .PARNET 6 10/OF PLATE TA/ERED 2x AT EA. ., COUNTER FLASHING--- A- . s \\\ JOIST.SLOPE 1/4"PER Ff. -.,` ,. rai.I�+l�iiMi�i�i$ �i 1,•�•- it i��i'iiiifi ii�ifiii$!."N? i!k_AI �iififi�it e.i=i P. i►� l�� �1.i���i�� ��i����I $ • ROOF OVERHANG ~ -_ 0REMOVE EXIST. i " T.0.r. / _ WINpOW,REMOVE MILLING i MULTI ruRrOSE ROOM SEE DTRUCIURAL I ZZ 115 i TO MATCH EXISTING WALL KIT H N�1T� egf,TAM / ZZ I ( Zt9A j T SEE STRUCTURAL 3 ��' --: AL4 j_ I ( ✓ / mss ' $ UFT _ -- - t, -4-105-.2.---. F. . " - - - - - - ---- - --- - - ---- -- - - -- - ---- - 4 Y plApR DEYOND '' .55 151515 „ tni Fl1RRiNG O,B"O.C. _ O ►�I PANEL PANELoN!, RETURN AIR TO FLUSH W/EXIST - OF DOORS CEILING - 3"ACOUSTIC DATT GRILLE \ ^ INSULATION MOISTURE DARRIER O S/D"TYPE'x'G'rr DD _ '- -, ACOUST.TILE TO ACOUSTIC WALL/AMEt `--" REMOVE EXISTING -��^ -� • WINDOW.INFILL MATCH E'.115TING TO MATCH EXISTING WALL r N = _ _ I --1-(31 I / \\ S _ - i �;1 GRAVE.PILI 1�1 J j DY OTHE!S J 2'O•• 4- FILTER FADRIC v v /ri - 4"GONG SLAM- 2"SAND FILL I - RIGID INSULATION NEW 4"CONC.5U6 j VAPOR BARRIER-, 2"SAND FILL - i---rERIMETER 6 I VAPOR DARRIER NSULATION �, 6•GRAVEL FILL - / / 6"GRAVEL FILL �- -•PERF.FOUNDATION __ rERIMETER—� / DRAIN INSULATION -0 / __________I 0. \� \ 0 OF SLAD n -1- .• I f - _ TOr OF SLAD -..�" 1 L • ___.1 r w • IF) z < • 3 SECTION 0 LIBRARY ALTERNATE SECTION AT GYMNASHM BASE BID -) W A6 1/4•. ,' 0- ALTERNATE #1 1/4•4 ,' 0 — O ROOF TRUSSES ,[ � O 24"O.C. ` d EXTEND EXISTING ROOF METAL GUTTER 1 (I� kp \ LINE.SEE STRUCTURAL / `J \\ // FOR FRAMING I �/ -METAL PARAPET CAI ,, / MECHANICAL WELL , `T T.O.F. _1- - ' ,i;,,, . WOOD SIDING tp METAL GUTTER •-•.„.........1 / I t D.U.ROOFING ON t 7 SEE STRUCT. ?LYW000 ROOF SHEATHING j PROJECT: 9327 • :; / SEE STRUCTURAL - -a� 1 1 ' "' OWN _...iii / Cn EPOS / 1�'S" NS —r_ "r�� o.r. • • - 4"CONC.SLAS [: w % DLOPa1F4"PIER F0016"U.C. r, 2•SAND FILL „ f VAPOR DARRIER -244 CEILING JOISTS 016"O.C. I/ DRICK MASONRY x K j 6"GRAVEL FILL I� • COMPACTED -2 LAYERS 5/5•GYP'SP. (4 3 I FILL REVIEWED SY : • FLUSH W/ - - © ! Ii, ; FLOOR :\h Li 1,, -I DhTI 1./4 971 ,, - • 'I .. 11111111111111114 : / — - °,S" REVISIONS: —�_ 0 7-16-96 rERMIT SET 14"TJI FLOOR/CEILING t'\' ROOF VENT • JOISTS COMP.SHINGLES --2 LAYERS 1/2"GYr D0. $15 ROOFING FELT iiii iPLYWOOD SHEATHING �� /� rREFADKICATED TRUSSES SECTION 0 SANCTUARY ADD'N SECTION 0 ME.;HANICAL WELL �/� I ---...„,.::,.........,,! a1/4"• 1' 0" ALTERNATE #3 a 1/4 1' 0" BASE BID 5L,..------ _ i� - - -- 1 �24oe \ \ .r. i �� /' �_ /COMI.SHINGLE ROOF OVER EXISTING ROOF TO SE /� \ ��\\ WOOD DECKING KEMOVED \ EXISTING ROOF / '/ I SEE STRUCTURAL + EX REMAIN / \ , ---- \ ^ \ ~� \\�. /TO ALIGx� MEtAI GUTTER �" I b' LODDY C �= - -'-' - MATCH EXIST.0. 214 I f..f(1)•. . ea -► , _ ' ,,, _.,-, , - f_. _r _.-- SLOPE GEfr0E I - ___‘... AWAY FROM DLf>G. i _ �\ (-3, 4 -TUDE STEEL FRAME sr FIN FL. - - • \ SEE STRUCTURAL �_� - - - �I- �_ METAL RAILINGS I - _ _–--- \\ 1 ` - FURRED MECH _1 - 7 MOISTURE —� DUCT - 1 ! 1 __.�-_-r # � I I ,,'___-�`Z -- DARRIER . - di, + I �7� - _ I °it:: ROCK --� _- — - - \ •. _ 11 I . i�tR ! L4DDY . I�JV,JI����k 't __,_, - -I � -�J � _-�. --+) 4•CONC.SLAD 1 l 1 ,t*,,PORTLAND, i• GON.k. t FADkIC 2'SAND FILL -�• - - YArCR DARRIER �_Jo �_1 -- FOUND.DRAIN -4"rERF '�� - 6"GRAVEL FILL ! rERIMETER- [ -"1 INSULATION 6 SECTION 0 COVERED ENTRY ALTERNATE #2 ,. SECTION AT LOBBIES 114/214 BASE BID 61/4". 1' O" a 1/4": I' 0" TMs Armoring is the exofuslve property or ARCHITECT•LA. 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I SLOPE 1/4•PER FT. \ I % \ /• i EQUIPME NT ROOM r __...__ i I / \ - % u VERIfY uIN / 222 I�j ....__ __ t __ -_ �� HEADER.SEE L7 � •Yi f- _ n ARCHITECI • LA — .-"�'-; NT �_�_-_--_'- - - STRUCTURAL 11.4.1, IES .--_ / • IN ,-7-7 •-•iS/b"GYr DD \\ \ 1 1/2"pIA w „�j .I --- -- /// /////////�//� I/I � ti \\ / WOOD HANDRAIL N AC005T.TILE TC " 10 ` n e ,O. © hAy / 805 5.E. SHERNAN STREET MATCH EXIST ------1 I �= \\\ I \- / I o / \ �J PORTLAND.Q . J72i4 14666 REMOVE EXISTING �I ` 14 r4mm�� 1 < --- f[OOF OVERHANG �'I N.• :. U TJ W -•r / 2x4olb-o.c.w/s/b' \ \ I _ 4 FAX 503/231 -0317 `.__ GYr BD.MATCH EXIST i ` �� o .r= CEILING BEYOND W 6 \ 2 • � / F Ex15TINr HEADER f0 REMAIN ul \`.\ ll, 11 LLi - m n / -----...---.6.-.12, ^ Tr t---- REMOVE EXISTING 3I �+ / \�` �� -- - ----- wALI / `\ J S 9 'S'3 ,, __41 �, /.� I _ t �. --- INNlr• -s►rrrrrrr�xmxe I . ,/ b ! J I.i_ R1-- _I 136 FLASH TO EXISTING �/' 7 /� \\ "+ y i SHINGLE ROOF 2xb 024"O.C. $ Y•: / o i 2.6 SLAG N I o ,1 — �/ in I 51MPSON r4 i. O i in ( LU526 • 2x60,6"O W 0 STAIR #1 - UPPER LEVEL BASE DID U 441 , Del O 2 . 2'0" �R a .�_ r--- REMOVE EXISTING -•� �• ' /,' 2x14 STRINGERS 2.6 I.T.w/ m o BRICK VENEER L • • / p 12'O.C. / t/2`DIA �1 1 DRILLED A.B. 1 'fie U O — 11 ' I. 0 1 �� 0 4b"O.C. 11 • ----� _ N .� 1/x6 P.T.w/2 \ \ / . ( 3 m ;i v J SIL 1/2"DIA NOTE:REFER TO 1 " DRILLED A.O. 18• \ Jjv:tl=.y ,� .�1 •- ✓ jam•y I I I ~• O LIFT SHOP DRAWINGS F- = j r I 6 - • Zaw p 16"O.C.W/STP" r FOR DETAILS OF EXIbTINO ROOF GYr DD.MATCH E7(IST. ��, LIFT INSTALLATION STRUCTURE TO S `1 - I 1� ' CEiUNG D IEE TO REMAIN 10 "'�, MR`S #1 d' `�E BID rt-- - CONTINUOUS j �- /�� • HANDRAILS • L ACOUST.TILE 70 "� OIL ' 1/2•. 1' O' r Imo-FUR WALL TO COVER I I T L�1 'G!( ' MATCH EXISTING CONC.FOUNDATWN , "�' BELOW.EXTEND FURRING • I O �� Gr r TO 3'6'ABOVE LANDING �, 5TA1R5 O LODDY / O © - - ~ •-i------- REMOVE EXISTING WINDOW t - AUTOMATIC DOOR T I CEILING LINE AT I n i "" - T-ri. r - ------1--� W J INFILL OPENING TC .4ATCH BY UFT MANUF. WALL BEYOND I in _- (1 f ^`, !� EXISTING WALL ' I iAL ACOUSTIC OATTS REMOVE EXISTING �'� \ "- / I �T-5TEI3.INFILL FLOOR �. SEl— . AC �� --- �_•• —t•• 1 �--CEILING LINE AT 5'-0. I ..•� I SECTION CUTS- - / ERIFY N y1!irl I BRICK EXISTING RAILS . LIFT R -- .- 1 I BRICK VENEER&SHTG. MANUF. -+ - S • w«---Sib"GYP'60. SILL BY LIFT � 1 . - - J 2.SAND SLAB MANUF. _ S�-__�-\\ DOOR INFILL FUR STEEL- )41- ./,•CONFIRM MIN.IR \\ DEYONp COLUMN.FINISH / `C O 1 il;A:LKET.,!" / \• o I �-•� // fr DEPt'H W/LIFT \\. w/S!b"GYI. H . l ' MANUFACTURER \�\ - \ N� EXISTING BRICK �liti - - e r . G r \ VENEER TO REMAIN ••��++-- c ° (viz REMOVE'EXIST. -at \\ (� .. ;°' FLOOR DRAIN WALL AND FLOOR `�\ \\ -- [ � a� ° -� ` STAIR #1 - LOWER LEVEL BASE BID V Oi 63 I • e \\ © j - A7 14, o" 9 UFT/RAMP UPPED. LEVEL MSE DID ‘-- < b) 1� J ` �_ 1 6 SECTION 0� WHEELCHAIR. LIFT BASE DIDLtc, 's n411 " 41 PROJECT. 9327 1/2". 1. O`• 14 �- 3'b• I 2.10. HEADER.SEE 1J CLR w e 8 } 2` CONTENTS: V • STRUCTURAL IN r 0` ERIFY,MATCH >z T__=� - �',� 7////j/ ./ './//tfg I' STAIR/ ELEVATOR PLANS , . . „r - -•,. ilb l I 114======7 . t--cowiNUOUE 1 7 3'10"M'N CLR HANDRAIL, ^ / C3 1 `lT - - III T ��`_ \ / i U I ~~$� 1 / 3 SPRINKLER R A / 0 2x6 016"O.C. i \ 11� - I \ SOUND CHAMBER / = CEEARANCES I 122 `o t, EXISTING WALL in b , /0R\ 1 I \ - / 4 W/UFT M/.NUF.I / FS TO BE REMOVED• 7 \\ I 11 �, 5 REVIEWED Y . WOOD CAP DOOR INFILL-' u1 \ , n n I Imo/ . T.__ ri\ 1- BEYONi n N REMOVE EXIST _'- :'/' 1-'- -'�1.� �1 Y/ 14 / I . ,l ,,, LI 1 \ WALL O DATE : 7'Ita••�(. `i NOTE:SEE STRUCTURAL 1 BUILD Ur EXISTING ,z.o- 4.2 i� ' =a 1 - 4 141 DRAWINGS FOR FRAMIP.G iL00R w/2x6 JOISTS ��� 1 I REVISIONS t / - O 16'O.C.TO MATCH 7 ETIIIt / • ADJEFOOLVEL STINGERS -• - ROM 2 x 14 012•o.c. � � �_ 7-16-96 PERMIT SET 2x4 W/ / 16"O.C. -�I '�` EA /b"GYLYF ep - 3/4^1'.YW000 5UBFL'�OR �- ARCH BOVE 3,CL _ - 3,o. I I © LIFT - LOWER LEVEL BASE DID MIN CLR MIN CLR I� / J V� �• -....i.--L-M=" W 1/4'. 1' 0' - - -........ 6:1--- ---] , i. _ ❑s — llsrL — SEE STRUCTURAL �} 1 L 1 • I FOR FLOOR FRAMING r+ _-_� 5/b'TYrE'x•GYP.50. 4 _ I • ® RAMP SECTION BASE 5IP STAIR #2 ALTERNATE #3 6 STAIR #2 - BALCONY LEVEL ALTERNATE #3 — W 1/4•. 1' 0" (STAIR 8451M) • 1/2•. 1' o` t/2•• 1' 0' SECTION 0 STAIR TOWER \' WOOD CAPr-U _� If 10 TREADSO11".9'2' EXISTING GLU LAM --°t _____) W000 CAP ARCM R t_ 1/2•DIA.WOOD --\ / • HANDRAIL ,p - -- .,-. __ _--�=-- '1Lt�� �- c - 0 3/b"UNDERLAY OVER s —`_ �_---�\ 2,0. 6 in 3/4"PLYWOOD SUBFLOOR J--- - III -� • \� II 2'0 FLUSH W/EXISTING l N • �, it ..- --- (� 1 1/2"DIA.WOOD RAIL .� 0tu - - N • -• I W/SUPIOR7 BRACKETS \\\\\\\. t4) - f O 1 � T O 6'0"o,C.MAX. \ —'t [ 1: h 2,�p16• 11 7in � fREMOVE 3/b•UNDERLAY OVER `� •t - ♦ ,� 3/4"PLYWOOD 5U6 FLOOR r �41 y_ EXISTING = ""� ir- d 7 WALL / ,. • ,� • 1r.:_:.--_-_=---_-,........... �'� ----__ - 61 O `! 7 I in 2x6 016"O.C. - __- - fff U J3ial_ 2 x JOISTS 016"O.C. ; , -_-_-- - . . n,W ` �_ I 1 A/ ! INFILL EXLSTING DOOR.MATCH I)POaTI ,OaE • ADJACENT ,4 SLR" + -- -- 9 6" -- -LER" 2 TDS O 11• FINISHES `74:..••1,...P"'' ® RAMP SECTION BASE DID . • diA STAIR #2 - UPPER LEVEL ALTERNATE #3 STEPS BASE BIO F 1/q•. 1' 0. I/-.•n 1' 0• ... . ,A 7 , yThis drswine Is the exeh•eive property of .. ARCHITECT•LA. Rare,ropraluutleh or publication ay any means Is atrletly I-1 ,8,45 prohibltd except by wrlttan permlo lasn c 1845 SW Walnut PI. of ARCHITECT•LA. '' G CapY rI IEe5 (�-1 I I IS of335 •, if ' 40001M6* .".. .....,,......r..al.waw +aw+rwr. 9327 A7 STAIR. SHEET i 1111 11III IIIIiIIII11 Tl11�1111111i � 1III(111IIII IIIIiI IIIiIIII�IIII111 1�1ll� r1r 1blIII(111L1F THIS DOCUMENT 11III i1l! 11i LEGIBLE THAN THIS NOTATION1 41 6g w..:arol.�....•. --„..."...,.:-.-R., �� • _ 30X �f// u 02(� / 1T rS DUE TO THE QUALITY OF 11 "•9 I THE ORIGINP.I” DOCUMENT. --� E 8IL 9E L�L 9g L BILI 6 L I IIL I OIL 18IT 91T LIT I SIT 14lT >d�T I Ejl ( Lr (�T I O�T I �8 - � IL I9 ( I9 ( I' ( nap 111111111 IIII 11111111 IIIIIIIII 11111161111116111111 IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII 1111111611 IIIIIIIII IIII IIII IIII IIIIIIIIIIIIIII IIII (IIIIIIIII (IIIIIIIII IIII IIII (IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII 1111 1111 1111 IIII IIII IIII Lill 1111�N11 § ' 11 �' " 3'O" TO'4, - - / NEW EXISTING • , i, (VER FY) t 4. - > : ♦ JD.F. u. iI i _ ♦ 1-1 _ ALIGN - -- �-ming WA 1/4 = ////l/I/////MINI IN/// /j/ I f - -. - --. _. t -- ROUE FRAMING I 1 2a4O16'O.C. N/2 LAYERS!/b" � - NEW CONC. I TYFE'.'GIP SD. 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IVA : !1, ♦ I!'�7//lt.'//1� // T x N A_, TO DE REMOVED FINISH,INSTALL 2 O '/ / /' �Tr.DDS/b'TYrE'C \ �� MIN CLS 5'0" 2 LAYERS�l8' •F ..,/ i TY/E'X'GYr.DD. ♦. Or //,_.: O M1 r1DlR - 24.36 ` /Gt ) inu\- . / CE KOOK / Jr. MIRROR �?? ♦ 2'�C1�'FUTURE / (' 1� . ,-.D, C i►/`►IOW!'[_/AN % I -- - / \v a -11-22 I SD DiL ♦ �1 1 F'.wR1Nv _ _0� 1. MN(It r._....`__ ------- STRIP'EXISTING WALL -- -- vi 1 J 11111 Kff s'0"w'fF]ZIi 1ERS \ EXISTING ZrA WALL I Sib"TY!NSTALLPE'X'YGYr.DO. T -J..� - - I EA.SIDE.ON EXISTING STUDS �'61/2" S'7' S 7• ,1.6•. '-�-- �- -"i - ._ V t — EAST 500'9 5 RESTROOM5109 & 113 dA5E DIDSED 'PI-. rmiN lir 1, MIN 4 RESTROOM 216 RASE DID 3n 'E5TROOM 216 1 I I-- ED 1/4'. 1' 0' 8 1/4•. I. O• A8 1/4•• I. 0' ---- _ — 1. ., ,9( N LIME MCr RE57RooM EXISTING KR W/NEW HCI N SOLID I'� II r EXISTING 2.14 016'O.C. SLOCKINCIIIP Litl. O 9 �1__ __ �: .. - Ir. tillL 2x4 O 16"O.C. - > • •I — s-r it�CISTMIG CEILING INSTALL 5/b•GYr.80. ' . I INI 2 LAYEE9 5/8" EX 7 I IS TING CCIIJNG H w+••' " I - / - TYPE'X'GYP'SD. C r , / � i t w STRIP EXISTING WALL ^L FINISH.INSTALL \ / 2 LAYERS 5/8" 42x60 / 12` 42' TYrE'X'GYr.DD. 1:1-. v MIRROR t •'�`'� •l I i w Z• t / k--S6" 6 "�� �Mr \ �'- jyI f I `" O — I ` ��• - �' ® 9 EXISTING REMOVED Ry - -- �- 1J +. NEW 2x4 O tb`O.C. c� . + t WRA/GRAIN I 1'/, /'/ C I 21 \ REMOVE EX1511NG ' WINDOW.INF.IL W/2 LAYERS S/D'TYPE'X' Z I� I' I I' I GYr.DD.EA.SIDE �1 • NI I I--- - f, -�"�_ 1 I, 18' f 18" j 18' 1, t8" L 42' 1, ID" ,, (EAST 0 WALLArcANESTC r•1 JACENT i I l T _ EXISTING RAISED FLOCK O SOUTH 1,1'6'4, 3'O' 1,1'6"� WEST 42` jr` 16" ,I NORTH , • er, '- L- it 'r TO OE KEMOVED I ZZ Q ':'t.. r.LAM WAINSCOT �- -Y- • - EXISTINGCONC.WALL 1 42xR N EXISTING FLOOR 5LA6 I ^ •'? I -rTD/R rTD/K _- MIRROR r li. ; , ( ' \ ..._.... .44.....°11c.1) 1 1- 6"RESIL �, in -- — _Y 6'KF51L. 91 -J DA5Ecsi .Tyr. �. �.• ' • �/1 N j i i DRAIN c. 6 ' Nom /Ir, WEST 7 0 1 4 24' 36" 24' f SOUTH5'OIA' lb" 1D"1,12' T— T PRO. ECT: 9327 MEN 113 BASE DID 6 WOMEN 109 BASE DID 2 2 HK WALL RASE BID 1 2 HR WALL BASE DID AS 1/4•. t o. Aa 1/4•. 1' o• r 8 1/2'• 1 0• AS i/2•• 1' o• WALL CONSL TENTS RESTROOM ELEVATIONS MEN 113 ELEVS WOMEN 109 ELEVS 2 HR WALL O TRUSSES 2 HR WALL 0 SEAMS t REVIEWED 6Y rA85 THRU 00 m / DATE : 16'q, ter i •••••••••• 11.,-----ms -r- ^e • ;v dr (OFCI) - - - / :n dr KKANGE / \ % ��i ' REVISIONS t� / NORTH EAST SHELF d Mor 7.16.96 PERMIT 3ET a / i HOLDER -^ 1 / 1 / ADJ.SHELVES ,//�'//11111,//////i//7Tri in j KITCHSNETTE / / / \ \/ . . ' i 219 / /, 7 I. . • I / , \ - - �, —r LAM -+r AMD•F EXIST, --- / / . WAINSCOT---+ x••.•,� - / / EQUIP'. / \ 3'0" _t / ACCESSIDLE �' / / 223 D.W. r / LIFT rs----7 EVE WATER * I —^ _ DOUDLF.DKINKI.NG FOUNTAIN O 6"RESIL .�... HEATER j- � n RASE • - d (OFCI) l / IoFcq ' _ / ��' RANf�E f / . [ SINKTT ® II I // � - i... EN ( 01 - ,•' I SOUTH _ r , \ , � f NORTH EAST SOUTH WEST N __I ' KITCHENETTE 219 (LIBRARY ALTERNATE #1) 11 KITCHENETTE 219 (LIBRARY ALTERNATE #1) 10 JANITOR CLOSET 111 BASE DID 9n DRINKING FOUNTAIN DASE DID . ., 1/4". 1' 0' 1 A8 1/4". 1. 0' AS 1/4•. 1' O` A8 N KITCHENETTE ELEVS — ls / ADJ.SHELVES ` -- --EXISTING WALL h CASINETS .Ex1Ar•NG / o��mo� TO DE KEMOVED irAS! THROUGH ///////////�//�//y ''I��//i//�/ o Y ro 0 - I- -- % •--TOTINGREMAIN . '/f/ :•---------EXISTING CADINEKS ,( TO REMAIN --- -• r xi_ RELOCATE j - �- ---. - -I� �_,- REMOVE EXISTING •. g1 INK INN NEw _ ! I�IORTH I IEAST__--t WALL&CADINETS-+;`+-;-I CADINETS ^If- 3 O" I+ 3 O" +I 3 o AI ) L`�J RITC IENE I'TE •• 1 219 - - f16 / �'/ �� NEW SHELVES ---- �\ 1 ` I O� • w.tCH FLOOR -► �• _ W ALL.S h CEILING v - - ( �---i }, \ w� �� O ,�(` EXISTING \ , ) I IK v _____-.-� ✓ LTI ^�- Z A a FX15T!NG / C SINET4�-- _- t tp / �- / 1 / To REMAIN /. -- / I --'• / - -� I / --�T SOUTH REFINISH END I WEST OF EXISTING CAS. (• NEW DIRCH FACED CASINETS KITCHENETTE 219 BASE DID 16 KITCHENETTE 219 I -TO MATCH EXISTING 17Thl�drwwlna!e the excluews pro►arty ARCHITL•CT•LA. Reuse reprsluctlan er I/4". I' t;• /�8 1/4". 1' 0• BASE DID ,.Itlbfted sMeept Iry written rmrMeelen (1) A bl. any rneene Ie etr9otty ISUN96-U449 N RRCMENFTTE 219 ELEV9 of AIsCHI'ECT•IA g• Li 1 9845 SW Walnut I'I. �Copyrl'FrtT T.M.l9 IG of 9327A R5 !CM/WALL SEC ..... . a+,,,a,,,aa,r.,e,,,....___•__-.7....__.._....,,._ .. ...» ,.......-__..._.._. ...:..,,,.,. .«...,. •,,..,,,..+w..a,,•. _ -__ _'-•�...y :•.- ..__.._.. ... . _ .. wl l�A`+1.. +, .._.30._._ .....�_..._....-- 1 ]E THIS DOCUMENT IS LESS 1� lrT 11 111 111 1111111 I ILII III III ITf i1Tl�l IIT 111 I 1 I�I 111II III III I I III III III III III 1�1'1�1 1 1 Tlr 1�11i11 lIl III III 1111111 III III III I 1 7 I I J �1 r l l l i l �I l 1 I I 114 1 I l 1 ) 16 I Ir l I I 18 I 91 . 1 10� 1 111 '�_ LEGIBLE THAN 9H1 NOTATION 1 - - L 1 -- y --- �' ss ... C/l �a IT IS DUI? TO THE QUALITY 0. _ moss '� 9 /997 THE ORIGINAL DOCUMENT, - -'� — S �L irL LG 9G t 66 B 6 Ili OL 8i 8I Li 91 fll 6l 6l 6i lT i 8 TL 9 9 / L ir•1r• ::),.4;, 'III' I►1IIIIIII�III�I�IIIIII IIII�IIII IIIII III III III IIlll►IIIIII�IIimillIII li �III oiliIII►IIfIII1 I ffillII�I��I�I11�11��� 1nn ImI����� innifIi111iffin �Ioolinilo ��� 1��lunin ����I���I����oulliull 11111I11I�1111 1II111111 111111111 I11Ii11I� II�111iIi1 V i - • ' -0 . i It ----- i' 11111111 • ...............................................,.......••••........,...................... VAIL* ...„:::i 7 .:., ..,.• 1 1...1 I =Fri=r4F ,.. it rTi 1111P=II W 111 .a >3 i. 1QL , _i :C...i: ARCH • ECT • LA --Ni— '± _ - a LINE OF EXISTING 1 re ,•i L. RooF -- ACOUSTIC PANELS 805 S.E. 5HERMAN STREET is,I �_ r 'r NE _ PORTLAND. 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" . ..•• I---- DATE . 7 I G,a` 1 0 a REhlOV E�CIQTINci wAU.—» I ItEV1510N5: 1-- I 1_, I • ....__-- • 7-16-96 PERMIT SET SANCTUARY 200 - SOUTH ALTERNATE #3 I/e-. 1' 0" • SANCTUARY INT ELE.V5/90U1H i • 1 \ 'j /11 , ) -----., . .. 1 E....,,., _ _ NE STAIR ... •.. SEE 7/A7 -- 0,,,11- 0--A]-. I ( ,.,... 1 6 SANCTUARY 200 - EAST ALTERNATE #3 SANCTUARY 200 - WEST ALTERNATE #3 . © Ile.. ,' 0' ve•_ I' o• ELEV 0 SACK OF SANCTUARY SANCTUARY 0 ALTAR 03) .111 lea /4 lit -41i Ir ,� VO• 1 . a•EOO • 67 F 0'° 0 A 3 1 • .. Thee orww,ne 16 the extluwlve property of , ARCHITECT•LA. Raved..40roduct,on or lit I'v(,-111.1'I IX Ic 1,-Il walnut I'I. • publication by any mune is etnetly proh,b,tI oxeer•t ry written porn/14410n of ARCHITECT o LA ©Copyright ,18 9327 A9 GYM INT IF THIS DOCUMENT 15 LESS 7r Ili 111 11! III ill Irf 1 III III 111 I III III 111 111 III 117 111 ;Il�lllilll 111 III III III III i I III III 111 I ( II T1r lil 1 1 11r T1r rir T 1 III III 1111111 III III III I Iv . j �j I ( �jj I LEGIBLE THAN THIS NOTATION, I 111 I I I I Ql I I_I 4I I I I. I ' I 161 I � /_L �- _ l_ JI I 1bI I 111 I ( 12) IT IS DUE TO THE QUALITY OF Q/ E���.( �/� /Qm "o.M a ter.:. jM J T C) 17 7� 30X THE ORIGINAL DOCUMENT. S � + � ll 1 jj— ++ � TT � + ll I+ Li 91 (( TT 1I VIII 111111II1IIIIIIIIII11II1111�I1111111111111111111I1I0IIIIIIi 1111111111 IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIui1IIhIIIIIIIIIIIIIIIIIIntIllllluu IIIIIIIII Iellllllll IIIIIIIIIIIIIIInIIIIIII 9IIIIlnhllInnlsnIlnl Ln111111l►Ilulll • . . . . 9 . . I I• • t • [ , —...—.....----...---.—. --....... --___... I , limililLim1111111111N11111MINSW Ali , ST III -1 _ ARCHITECT • LA E 0 305 5.E. SHERMAN STREET f f PORTLAND. OR. 97214-4666 5 0 3 / 2 3 1 - 1 1 2 2 F A x 503/231 - 0317 1 _ N1 © • • , orr: I ,h 2 RCP-LIBRARY ALTERNATE , 10 1/16.. 1' 0" Z LTALTERNATE7.____fl ,x� • • fir".____ i II) _REMOVE EXISITNG I O O 1 STAIR FTNt6 ES EO ■■ . a—t. r ._ • 1---:1;1 II('3 ,,, FUR CEILING — NE14 I HR ■ ■ zz ..- \ I FOR MECH.DUCT I CEiL NG -- ` MATCH Ex15TING 1 al zi , \ a .-4. __.7.-- ra • I SEE SHEET i2.t FOR —, M REFLECTED CEILING FOK 0 r TNI3 AKEA ,, 11 r ' \ ,,,,,,.., ,....,,,,,,,, ,,..;,/,''''' - _-_ -- 3 Z . ‹- rk i 1 REFLECTED CEILING PLAN - LOWER LEVEL Q) Ci 't 10 ine... i. o• -----iEt 1 < "� N I PROJECT: 9327 CONTENTS: REFLECTED CEILING PLAN - LOWER REVIEWED 6Y : DATE: 7.1 •94, REVISIONS: 7-16 96 PE .ilIT 5ET 1 , I I I • • I . •/.., LARRY .:' l , . ., . ,, • . SII! , I i�,k___ . , i cfr Mk_ Jr a lA 1 0 This Sr-swing 1•th•exclusive prep•rty of ARCHITECT•LA. Rewe,reprwiuctien or ri 9845 SW-0449 9845 Walnut 1'I. p lOnt+an by ■ny nws.• +• •trLa y Pre,,tiFted•„sept by«Irlttwn rerml••+on 0f AIXCHITECT 0 LA. 18 of 335- (0Copyrit'it-- ,199S T. . r.s000rlsrxrok,aa +t ,,s gar, .. .,__ 9327 2.1.r+2 .2.A10 IA I1 '�_ ItII `III1 I (IIff ll IIIfIpIlIIIllIIjT'1TiIII II �IIIII ' II II III �ilI IIISI1l11411ll � II IIIIIII IIIi IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, 1 41 ' 6 LE IT IS DUE TO THE QUALITY CF J�V� �NOS• 'THE ORIGINAL DOCUMENT. IIIII E►III ILIIIIIBII LIIIIIIIILSIIIIIIIIItIIIIIIIII ZIIIIIIII6I 8IIIIII1E11 LIlil1l11 IIIIIIII LIIIIIIIIII8II TIIIIIIIBIIITIIIIIIILIIIITIIIIIIBI1liIII1II4IIlTI11111t1T11111Ei1111luTTul1uTT1u111111iu1IiuIIuHIIiu�Lini iN18M�i911H11T11141111111G1111111)i1i• ®2Nior L _____,...r ________________ _ _ ......_„_", „,..,„,,,_ • . MINIIIIII 3 A6 MOUNTED —1 FAIC NC UNIT 111.0 I El LT:1 ® b. 3 ARCHITECT . LA INI ......" I RTLAND, 2E1 97214-4666TR 5 T r—� I 5 0 3 / 2 3 1 1 1 2 2 js ,,m /..rt—�+- I— FAX 503/231 -0317 � . , ©, LIDRARY ALTERNATE ....Ep 1/4". 1' 0" ----- 7I _AC UNIT A6 —��� 0 I ON rOOF - I- . AG UNIT r-----3 '� ICJ /QN roof - ------ - - ( ` •t-� l tom►. m 1 ^V' \ 1 O p ' I —NEW IHR ` A6 i 1 - ,�- 1 CEILING =�— \ \ m m 1 = O E "Iii: %0W ' 0 \ L lismammimm.nmorommmamorrok. ..... =" k." "''\\\\ \ 02 \ \ CE:I [S] a C‘ \ 0 • • • 0\ ,i • • • .., .:, . = (3 ill \ \ 0 1 T . .„ . \? \ \ \ 117 . _ 1..: ii __ \ \, 0 -,-,-- . o w �^, \ o J VELIEF rO A6 -+ `vENTIIAfO C\ SEE NOTES• 5 ° W LL D \ \ ,, ' Z Z 41111k . A6 . . 7 Z r 3 • c o • DIL REFLECTED CEILING PLAN - UPPER LEVEL < CI in ICID ,• I 1/16"• 1' 0" V ( ) N1-- G.) . F, PROJECT: 9327 :,(4 , CONTENTS: REFLECTED CEILING PLAN f • REVIEWED DY : DATE: 7'I(o q{, REVISIONS: 7-16-96 PERMIT SET • • , • I % . , It i 'l 1 11 'a.__,.,, .. A / l This drawing I•the auauslve property of ARCHITECT•LA. Mame,reproduction or publication by any means Is etrlctly prohIWted except by written permission ri of ARCHITECT• I (�Copyrye►+t_ 1995 I ' 9845 SW-1144y ra A. _ _ Walnut PI. 9327 A3.1,A3.2.A4,A11 /4 19 of 53':', _ f3;� .4.1% ..,.. .,ter.- ..w�u.wna.�r.�wrnree...v .,.ewn�ns.m.awn+rraww�r*e�.erwwvrwr•rws,rrrrM' •'.:. —, ___— Mr ; - -. — _ .w TT int SII I liij! Ili Ij! I III I Ijl III IJ1 1�1 Ill IIT III I ! 111 II!llll Ili Ili III iii I I III 111 Ill I ! !�! lit ilI 1 1 l�t til 1jl 1 1 III Ill Ili III III III Ill I I , IF THIS DOCUMENT IS LESS I I I I l I J l l I I I I I I �j) I I I 1 1 l �b �L � LEGIBLE THAN THIS FOTATTON. 1 I 1 — - 41 —_— �� 6I /1 -.. OI �1- — — I 1 U,i as IT IS DUE TO THE QUALITY OF No mi �'�rr.:. 9 /997 THE ORIGINAL DOCUMENT, ;LIMP 8G LTG 9G Z 6G BG GG iTG �G �8i BIi Lei l 9i 4i tbt SI fi ii i �8 L-F:1 9 9 f i"ImIIIIIIIIII I!IIIIIII Ilillllil IIIIIilll�llll IIII�I III illllllll�llill I IIIIIIII�I11111111�111111111�111111111 IIII11►1�IIIIIIIIIIIIIIIIIII�IItll��ll i��lliii��iii milmilmiliiii��uil�ii�iiiif��ill�tldmiillu�l�iil�l�l�nll mi milliill M llHl�lnlllln�lnilg ln!�n!i�iiiON • ti • • • • VW ,d1IIIMINIM11111/1111111Mift -- — -- • AIMIlinilMill ,..r, / r m • r i' . • dAEUOTIRAL NOTES i LEGEND DRAWING INDEX ARCNITEC1 + 1.. . [IMINOMMINEW • 005 5.F- SNEt'I RAN STREET (NESE NOTES SHALL STIPULATE iNE MINIMUM STANDARDS OF CONSTRUCTION, AND ;STRUCTURAL STEEL ..6> PORTLAND, OR 9/214- 4666 - BEARING WALL TYPE - SEf BEARING WALL SCHEDULE SLI GENERAL S IRU NO ES 5 O 3 / 2 3 I - 1 1 2 2 LL THE DRAWINGS SHALL GOVERN OVER THE NOTES :N ALL MATTERS SPECIFICALLY STRUCTURAL BEAMS AO PLATES SHALL• . CONFORM 10 ASTM A . PIPE COLUMNS / FAx A x 5 O 3/ 1 3 I O 3 I 1 • STATED. VERIFY DIMENSIONS AND EXISTING CONDITIONS, AND NOTIFY ARCHITECT SHALL CONFORM TO ASTM A53. STEEL TUBES SHALL CONFORM TO ASTM A500 GRADE OR ENGINEER OF DISCREPANCIES BEFORE PROCEEDING. THE CONTRACTOR IS 44, K51. BOLTS SHALL CONFORM TO ASTM A301 AND SHALL HAVE. STANDARD CUT ? - 61.+EARWAL-L TYPE - SEE b►-IEARWALI- SCHEDULE RESPONSIBLE FOR SAFE CONDITIONS Al THE JOB511E, AND FOR TEMPORARY SUPPORT WASHERS WHERE BEARING ON WOOD (INCLUDING FOUNDATION ANCHOR BOLTS), O S21 FOUNDATION PLAN - EAST OF THE BUILDING PRIOR TO 11-4E COMPLETION OF THE VERTICAL- AND LATERAL LOAD DETAIL. AND FABRICATE ALL STEEL MEMBERS ACCORDING 10 AISC STANDARDS, •. SYSTEMS. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM ALL WELDING SHALL CONFORM TO AWS STANDARDS. PROVIDE ONE SHOP COAT OF U -- FOOTING SIZE - SEE FOOTING SCHEI JLE BUILDING CODE_ PRIMER ON ALL STEEL. MEMBERS AFTER FABRICATION. 51..2 ND FLOOR FRAMING DESIGN LOADS: G COLUMN SIZE SEE COLUMN SCHEDULE iviJ GLULAM WOOD MEMBERS: C.ASSSROOM AND RESTROOM AREAS FLOOR LL . 40 PSF GLUE LAMINATED SEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE WHERE513 UPPER FLOG FRAMING PLAN - EST CORRIDORS, STAIRS 4 EXITS LL = 100 PSE CONCEALED, DOUGLAS FIR COMPLYING WITH AITC 111-1E/ DESIGN STANDARD. ��v , "' 2 REVISION NUMfltti r r BASIC ROOF LIVE LOAD - 25 PIF UNIFORM W/ 15% WOOD STRESS INCREASE FIBER STRESS IN BENDING SHALL BE Fta = 2400 PSI FOR BEAMS 15 INCHES AND GROUND SNOW LOAD 25 PSF WI ROOF DRIFTING PER UBC CHAPTER 16 APPENDIX DEEPER, AND Fb = 2000 PSI FOR BEAMS 13 I/2 INCHES DEEP AND LESS. t WIND LOAD -- E MPH ZONE E xPOSURE B SEISMIC PER UBC ZONE 3 Fv SHALL BE EQUAL TO 165 PSI. GLUE SHALL BE OF A WATERPROOF TYPE. E.LEvAiION) _- WORK POINT y S3 ROOF FRAMING PLAN - k....) FOOTING DESIGN SOIL PRESSURE = 2200 PSF TOTAL LOAD MAXIMUM BEARING MULTIPLE AND CANTILEVER SPAN BEAMS SHALL HAVE RILL STRESS CAPACITY Al •�7•� PRESSURE IN ACCORDANCE WITH SOIL REPORT BY CALSON TESTING, INC. TOP OF BEAM WHERE TOP IS STRESSED !N TENSION, AND SHALL BE COMBINATION SECTIOiJ MARK ELEVATION MARK DATED 1 NOvEMBER 1995. 24F-v8 OR 20E-v8 ACCORDING TO DEPTH NOTED PREVIOUSLY. PROVIDE STANDARD �---SECTION NUMBERELEVATION NUMBER c,� z CAMBER OF 2000 FOOT RADIUS FOR BEAMS NOT OTHERWISE NOTED, 46 O_- - S41 FOUNDATION DETAILS o l� GOORDINAiL LOJS OF MECHANICAL. EQUIPMENT, SPRINKLER SYSTEMS AND LOADS ------sNEET N'Ui'IBERVIM-----SHEET NUMBER A 1� c FROM OTHER TR/DES NOT SFJOWN ON THE STRUCTURAL DRAWINGS. LOADS rF GREATER S4.2 FOUNDATION DETAILS a THAN 100 POUNDS SHALL BE SUPPORTED VIA AN APPROVED SUPPORT DEVICE. ( \ 0 PROVIDE ADDITIONAL FRAMING MEMBERS TO TRANSFER LOADS TO MAIN BEAMS, LUMBER GRADES SHALL BE AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS: DETAIL LTw /----?"---- APPROVED --FOOTING SIZE v 1.11 ' GIRDERS Of` COLUMNS/WAL-LS FOR ALL LOADS IN EXCESS OF 250 POUNDS UNLESS JOIST, RAFTERS 4 4 INCH NOMINAL BEAMS *2 GRADE DOUGLAS FIR .--- DETAIL NUMBER ` I A A 1I^� c (� APPROVED BY ENGINE.A. POSTS 4 6 INCH NOMINAL BEAMS 11 GRADE DOUGLAS FIR �y \\ S51 SECOND FLOOR FRAMING DETAILS 1.i-- ?. --• °SHEET NUMBER -COLUMN SIZE ll-� O 2x4 FRAMING 4 STUDS STUD GRADE DOUGLAS FIR i- SF�EGiAL INSPECTION REQUIRED: BUCKS, LARGER STUDS *2 GRADE DOUGLAS FIR BUCKS, BLOCKING AND BRIDGING 13 GRADE DOUGLAS FIR 561 ROOF FRAMING DETAILS • SPECIAL INSPECTION ACCORDING TO THE REQUIREMENTS OF SECTION 1101 OF THE PLATES 4 SILLS ON CONCRETE PR. TR- DOUGLAS FIR U ` UNIFORM BUILDING CODE SHAT L BE REQUIRED DURING THE CONSTRUCTION OF THE 2x6 DECKING COMM. GRADE D.F. OR HEM-FIR ABBREVIATIONS FOLLOWING: S6.2 ROOF FRAMING DETAILS Q w PROvIDE SOLID BLOCKING FOR JOIST AND RAFTERS AT ALL BEARING WALLS AND I - NUMBER OR POUNDS GJU,B. - GYPSUM wAL HOARD C Q 1 • • CONCRETE: DURING TAKING OF TEST SPECIMENS, UPON PLACEMENT OF BEAMS. PROVIDE BRIDGING AND FIRESTOPPING AS REQUIRED BY CODE. d -- AND GYP. -- GYPSUM _., v Q REINFORCING AND THE PLACING OF REINFORCED CONCRETE EXCEPT F•OJNDATION a7 AT HNG'R - HANGER S71 BUILDING SEC,d JiONS O CONCRETE OF r'c = 2500 PSI OR LESS. ROOF, WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE V - CENTER LINE HORIZ -- HORIZONTALANGER �.J I OR CDx OR STRUCTURAL 11 P1.YWOOD WiTH EXTERIOR GLUE SEE DRAWINGS FOR 572 BUILDING SEC'T'IONS t-- ,.._ WELDING: ALL STRUCTURAL WELDING INCLUDING WELDING OF REINFc�tdCING STEEL, PANEL INDEX, INSTALLATION, AND NAILING REQUIREMENTS, HAILING INDICATED L - LINTEL Hi. - HEIGHT ) WELDING DONE IN APPROVED FABRICATOR'S SHOP IS EXCEPTED. PERIODIC ON DRAWINGS TO BE WITH COMMON NAILS. 5HEARWALL SHEATHING SHALL BE le - PLATE I.S.F. -- INSIDE FACE S73 BUILDING SECTIONS L��. INSPECTION ACCORDING TO SECTION 1101.5-5,1-2 SHALL BE USED FOR DECKS, INSTALLED WITH JOINTS BLOCKED UNLESS OTHERWISE NOTE). USE EXTERIOR TYPE 0 -• DIAMETER OR ROUND Jr. - JOINT • WELDED STUDS, AND SINGLE PASS WELDS NOT OTHERWISE INDICATED. PLYWOOD FOR EXPOSED LOCATIONS SUCH AS SOFFITS. yF WIDE FLANGE MEMBER 6a - POUNDS N 1 STRUCTURAL MASONRY: DURING PREPARATION OF PRISMS, MORTAR AND GROUT TESTS, NAIL. ALL MEMBERS WITH MINIMUM NAILING TO CONFORM TO TABLE 23-1-0 OF THE (E) - EXISTING L.DGR- -- LE GER 1.4.. 1n1� 3 UPON PLACEMENT OF REINFORCEMENT PRIOR TO GROUTING. AND DURING- ALL UBC AND INCREASE WHERE INDICATED, FASTENERS AND HANGERS NOTED ON THE (N) -- NEW LT-I. •-- LOU) HYDROGEN �-• GROUTING OPERATIONS, UPON COMMENCEMENT OF EACH TYPE OF SYSTEM ASSEMBLY, DRAWINGS ARE MODEL NUMBERS OF "SIMPSON STRONG-TIE COMPANY, INC" AND MAY A.B. -- ANCHOR BOLT ME- -- MACHINE BOLi PERIODICALLY DURING THE CONTINUATION OF A SYSTEM UTILIZING UNCHANGED BE REPLACED WITH EQUIVALENT MODELS BY OTHER COMPANIES HAVING EQUIVALENT ARCH, - ARCHITECT MBR. -- MEMBER UNITS, MORTAR, WEATHER CONDITIONS AND OPERATION PROCESSES. PROPERTIES AND STRENGTHS, INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE BD. BOARD MANUF, - MANUFACTURER MANUFACTURERS RECOMMENDATIONS WITH NAILING IN ALL AVAILABLE HOLES. BLDG. - BUILDING MAS. - MASONRY Z Z FQN1NCUTTING OR NOTCHING OF BEAMS, JOISTS, RAFTERS AND COLUMNS NOT ALLOWED BLK'G. - BLOCKING MAX. MAXIMUM _,1 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR PROPERLY COMPACTED WITHOUT PRIOR APPROVAL JOIST'S AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT BOT. - BOTTOM MIN. - MINIMUM Z 11' • ENGINEERED FILL PLACED OVER PROPERLY PREPARED SUBGRADES. COMPLY WITH EXCEEDING 15% OF DEPTH DRILLED AT CENTER OF MEMBER. STUDS IN BEARING C , -- CONTROL JOINT MISC. -- MISCELANEOUS �l REQUIREMENTS OF SOIL REPORT CONCERNING SOIL PREPARATION AND BEARING WALLS MAY BE NOTCHED NOT EXCEEDING 25% OF DEPTH AT TOP AND BOTTOM I/5 OF ' LEVEL. SOILS ENGINEER TO INSPECT SOIL 12 INCHES BELOW FINISHED BASEMENT HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 1/3 OF MEMBER DEPTH CLci. -• CEILING NiS -- NOT TO SCALE • FLOOR LEVEL. OVEREXCAVATE TO DEPTH RECOMMENDED BY SOILS ENGINEER AT DRiLLED AT CENTER AT ANY HEIGHT, CLR CLEAR NO. - NUMBER• r` TIME OF EXCAVATION AND BACKFILL WITH GRANULAR MATERIAL AS REQUIRED BY CTSK COUNTERSINK O/C - ON CENTER v THE SOILS REPORT. THE BEARING HORIZON OF FOOTING SHALL BE LOCATED 18 - INCHES MINIMUM BELOW THE TOP OF THE INTERIOR FLOOR SLABS OR 24 INCHES 11 :4 - **i ' • , • .01,•41. - Di: OLUI1N OPP. - OPPOSITE ^, CONG, - CONCRETE CPE I.V. - OPPOSITEHAND ' �/ V J t N,•. •. BELOW ADJACENT EXTERIOR GRADE PROPIETARY LAMINATED WOOD STUDS AS NOTED ON TN DRAWINGS SHALL BE DESIGNED CONN. - CONNECTION OPNG -- OPENING 1 I�II..r LLL BY THE MANUFACTURER TO RESIST ALL LOADS AS INDICATED UNDER DESIGN LOADS PLUS • DO NOT EXCAVATE CLOSERTHAN 1 1/2 TO 1 SLOPE BELOW BOTTOM OF FOOTING. ALL ADDITIONAL SUPPORTED LOADS INCLUDING LATERAL LOADS, AND IN ACCORDANCE CONT. - CONTINUOUS 0.5.8. -- ORIENTED STRAND BOARD <( in Li ) BACKFILL ALL PiPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS AND SLABS WITH METHODS AND STRESSES PROVIDED UNDER THE UNIFORM BUILDING CODE. FURNISH C.S. -- CLOSURE STRiP OAF. -- OUTSIDE FACEp{ WITH MATERIAL. SUITABLE FOR COMPACTION. COMPACT FILL TO 90% OF MODIFIED 54-10P DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS FOR REVIEW AND SUBMITTAL TO CTRL --- CONTROL PLC.. -- PI ACES \\'JI Q co PROCTOR DRY DENSITY (AS1T1 D1551 OR AASHO T-180) BELOW 2 FEET FROM SURFACE, BUILDING DEPARTMENT PRIOR TO FABRICATION, INDICATE ALL NECESSARY INFORMATION c/c - CENTER TO CENTER PLY'D. - PLYWOOD �— AND TO 95% AT THE UPPER 2 FEET. AS TO ERECTION, BRACING, BLOCKING AND OTHER ITEMS TO PROVIDE FOR A SUITABLE INSTALLATION. DA. - DRILLED ANCHOR REF. - REFERENCE INSTALL Al_ SITE FILLS UNDER 51i,?UCT1JRAL ELEMENTS iN ACCORD WITH DBL - DOUBLE REiNF. - REINFORCING REQUIREMENTS OF SPECIFICATIONS, WHERE NOT OTHERWISE NOTED, COMPACT TO DIA - DIAMETER RECO - REQUIRED DENSITY OF 95% OF MODIFIED PROCTOR DRY DENSITY (ASTM D1S51 OR AAS'40 ANCHORED BRICK MASONRY: DR -- DUIUIN RF. - ROOF T-180) IN LIFTS NOT TO EXCEED 8 IWCH THICKNESS. PROVIDE 4 INCH MINIMUM BRICK UNITS SHALL BE AS SPECIFIED BY ARCHITECT, AND OF GRADE SW. MORTAR DTL DETAIL S.J. - SAWGUT JOINT THICKNESS COMPACTED GRANULAR BASE UNDER CONCRETE SLAB ON GRADE AND SHALL CONFORM TO UBC TYPE S. ANCHOR TIES SHALL BE SPACED SO AS TO INCREASE WHERE NOTED. SUPPORT NOT MORE THAN 2 SQUARE FEET OF WALL AREA BUT NOT MORE THAN 24 DWG. - DRAWING SHTG. - SHEATHING INCHES ON CENTER HORIZONTALLY. ANCHOR TIES SHALL LIP OR HOOK ON THE EA - EACH SIM, - SIMILAR PRO,IEECT • 9321 ' EXTENDED TENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT E.J. - EXPANSION JOINT 510. -- STANDARD ' THE AGI STANDARD SPECIFICATION FOR STRUCTURAL COiJGRETE Ft7R BUILDHJCsS WIRE OF No. 9 GAGE OR EQUIVALE NT. THE JOINT REINFORCEMENT SHALL BE EL• - ELEVATION SIL - STEEL CONTINUOUS WITH BUTT SPLICES BETWEEN TiES PERMITTED. WHEN APPLIED OVER CONTENTS + ACI-30I SHALL BE FOLLOWED FOR ALL ITEMS NOT SPECIFICALLY COVERED ON THE STUD CONSTRUCTION, THE STUDS SHALL BE SPACED A MAXIMUM OF 16 INCHES ON Ea. - EQUAL TOB - TOP AND BOTTOM DRAWINGS AND SPECIFICATIONS. CENTER AND APPROVED PAPER SHALL FIRST BE APPLIED OVER THE SHEATHING OR E.W. - EACH WAY TOG - TONGUE AND GROOVE GENERAL STRUCTURAL NOTEs WIRES BETWEEN STUDS. E•11. - EXTERIOR T.O.C. - TOP OF CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE: FJ3 - FLAT BAR T.O.F. --- TOP OF Fc7OTiNG • 3000 PSI FOR WALLS, FOOTINGS AND OTHER CONCRETE 3500 PSI FOR CONCRETE SLABS ON GRADE MANUFACTURER DESIGNED I1100D TRUSSES/,1OIST5= FIR - FLOOR TO.5. - TOP OF STEEL PROPRIETARY WOOD TRUSSES/JOIST A5 NOTED ON THE DRAWINGS SHALL BE DESIGNED FrJDiN, - FOUNDATION iOA/. - TOP OF WALL MA=XIMUM SLUMP SHALL BE 3 1/2 INCHES FOR SLABS ON GRADE AND 4 INCHES FOR BY THE MANUFACTURER TC RESIST ALL LOADS INDICATED UNDER DESIGN LOADS PLUS F.O.C. - FACE OF CONCRETE Ts - STRUCTURAL TUBE OTHER CONCRETE PROVIDE 5% AIR ENTRAINMENT FOR CONCRETE EXPOSED TO ALL ADDITIONAL SUPPORTED LOADS, AND IN ACCORDANCE WITH METHODS AND FAS. - FACE OF STUD rrP, -- TYPICAL REvI BY ' TI-1 CONDITIONS. STRESSES PROVIDED UNDER THE UNIFORM BUILDING CODE- FURNISH SHOP DRAWINGS F.O.M. - FACE OF MASONRY U.MO. - UNLESS NOTED OTHERWISE _ IN ACCORDANCE WITH ^,f•'ECIFICATIONS FOR REVIEW AND SUBMITTAL TO BUILDING FiG FOOTING VERT. - VERTICAL PROVIDE CONTROL JOINTS FOR CONCRETE SLABS ON GRADE IN ACCORDANCE WITH DEPARTMENT PRIOR TO FABRICATION, INDICATE ALL NECESSARY INFORMATION AS DETAILS AND SPACING SHOWN ON DRAWINGS, WHERE SPACING INFORMATION IS TO ERECTION, BRACING, BRIDGING AND OTHER ITEMS TO PROVIDE FOR A SUITABLE GA - GAUGE W/ -- WITH DATE, -1/11/96 • LACKING, SPACE JOINTS AT A MAXIMUM OF 20 FEET IN EACH DIRECTION. INSTALLATION. • GALV. - GALVANIZED LU/0 - WITHOUT _ fiLEk a GL- GLUE LAMINATED BEAM ULT. - WEIGHT CONCRETE 1•IAN)LING, PLACEMENT AND CURING SHALL BE iN ACCORDANCE WiTH THE MANUFACTURER TO VERIFY EXACT LOCATION, WEIGHT AND DIMENSION OF MECHANICAL GAB. - GYPSUM SHEATHING BOARD WIUF - WELDED WIRE FABRIC RE 1610tsS ` SPECIFICATIONS OR ACI-301 IF NOT OTHERWISE NOTED. UNITS WITH CONTRACTOR OR ARCHITECT. MANUFAC'TU'RER SHALL INSPECT COMPLETED • INSTALLATION AND SHALL PROVIDE A WRITTEN REt'ORT TO ARCHITECT AND ENGINEER 7/---,ocCP---ROTE GOPIGRETE REINFORCING STEEL INDICATING THAT MEMBERS ,NEE INSTALLED IN ACCORDANCE WITH THEIR REQUIREMENTS, LINE pEFiNI'TION �R BAR SHALL CONFORM TO ASTM A615 GRADE 60. BARS OF 13 AND 9MALLD SIZE `ON ' '�'EMAY BE GRADE 40. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. PLACE DRILLED ANCHOR_W,TS' 2]2AND SECURE ALL BARS PER ACI STANDARDS, AND MAINTAIN SPACING AND CLEARANCE 4 REQUIRETIEN7S. MECHANICAL ANCHORS INc ONJCRE THREADED ROD PORTION OF ANCHOR SHALL (SOL'D WALL) - INDICATES WALLS ABOVE tk) 1A.e' • • CONFORM TO ASTM A301 OR GREATER CAPACITY, INSTALL IN ACCORDANCE II OREGON • MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: WITH MANUFACTURERS RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT (TINY 'DOTS) - INDICATES WALLS BELOW (NON-SEARING) SHALL CONFORM TO MANUFACTURERS REQUIREMENTS BUT SHALL 1101 BE LESS - (DASHED) INDICATES WAL I.9 BELOW (BEARING) •byESQ CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" THEN 4.5 BOLT DIAMETERS WITHOUT PRIOR APPROVAL- SEE DRAWINGS FOR , DEEPER EMBEDMENT IF REQUIRED. WHERE CLOSE TO EDGE OF CONCRETE (11.9.n. /9t COiICRETE F)<PO,SED TO EARTH OR WEATHER ORIENT BOLT 50 THAT EXPANSION FORCE DOES NOT OCCUR TOWARD FREE EDGE. APPROVED PRODUCTS INCLUDE: No. 6 THROUGH No. 18 BAR 2" BOLT, RED HEAD WEDGE ANCHOR, USE SUP-R.-STUD, AND MATERIAL DEF INlIION , No.• 5 BAR, W31 OR D31 WIRE, AND SMALLER 1 I/2,. HILTI KWIK-E3OLT, PRODUCTS WITH SIMILAR ICBG APPROVED VALUES. CONCRETE NOT EXPOSED TO WEATNEP. OR IN CONTACT WITH GROUND ADHESIVE Af ,E 2E35 I�CONCRE-TE: THREADED ROU PORTION OF ANCHOR SHALL - CUiJCREtE -- SAND JR C:,a3J f,� -- r^ SLABS, WALLS,No.JOI8 CONFORM TO ASTM A301, INSTALL IN ACCORDANCE WITH MANUFACTURER'S No. 14 AND 18 BAR 1 I/2 RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT SHALL CONFORM TO No. II BAR AND SMALLER 3/4" . BEAMS, COLUMNS MANUFACTURERS REQUIREMENTS BUT SHALL NOT BE LESS THAN 8 BOLTF _ '.•� , PRIMARr' REINFORCEMENT, TIES, STIRRUPS, SPIRALS I 1/2" DIAMETERS WITHOUT PRiOR APPROVAL. APPROVED PRODUCTS INCLUDE - LARna //iii CONC. MASONRY UNITS USE SUP-R-RESIN 392 POURABLE AND SUP-R-RESIN 3927 PUMP a BRICK VENEER LAP SPLICE ALL CONTINUOUS BARS A MINIMUM OF 48 BAR DIAMETERS FOR GRADE RAMSET EPCON CERAMIC b CAPSULE ANCHORS PARAFAST RESIN MORTAR CARTRIDGE BY EMHART Sae qo` 60 REINFORCING AND 40 BAR DIAMETERS FOR GRADE 40 REINFORCING, OR AS MOLLYj/ STEEL bp`:a,:, GRAVEL NOTED ON DRAWINGS. SPLICES OF TOP BARS IN HIGH MOMENT ZONES AND OTHER SIMILAR HIGH MOMENT SPLICES SHALL CONFORM TO THE SPECIFIC REQUIREMENTS J?RILLED ArickK2faR2LITEP MASONRY: ANCHORS SHALL BE INSTALLED ONLY IN OF THE ACI AND UBC CODES. DOUBLE BARS IN ALL WALLS AROUND OPENINGS. FULLY GROUTED HOLLOW MASONRY CELLS. OBSERVE MINIMUM EDGE REQUIREMENTS ►� PROVIDE 2'-O" x 2'-0" CORNER BARS OF SIZE AND SPACING 10 MATCH HORIZONTAL . OF ANCHOR FROM EDGE OF GROUTED ELEMENT. THREADED PORTION SHALL �b,.'% — FOUNDATION BARS AT ALL INTERSECTIONS OF WAILS AND FOOTINGS, PROVIDE FOOTING DOWELS CONFORM TO ASTM A301. ADHESIVE ANCHORS MAY BE USED FOR APPLICATIONS L..,IMIIWA• INSULATION OF SIZE AND SPACING TO MATCH VERTICAL BARS IN WALLS AND COLUMNS, NOTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MINIMUM EMBEDMENT OF 8 BOLT DIAMETERS. APPROvED ADHESIVE ANCHORS INCLUDE' USE SUP-R-RESIN 392T PUMP RAMSET EPCON CERAMIC 6 CAPSULE ANCHORS MOLLY PARAFAST RESIN MORTAR CARTRIDGE BY EMHART IC ` -.., 3u James O. Pierson, Inc. \ \�!h. IMd F C 1 NEe'c% Canaultin4 Structural Engineers 320 S.W. Stark. Suite 696 Portlend, Oregon 97204 Tel. (603) 226--12eE Paz (603) 126-3130 ...: . 51 . 1 . .. ARCHITECT•L A. Rau se,r tan or • TMs ct Otlonebtyary he�GIt�Or1l1 tr !tr'1C�.kelva �y oARCNIT6CT.L. A. uirltten pweleek�i El r;ceprrem---_._________ _wties tsUP9b-0449 ___ 9845 SW Walnut PI. `y 20 of-33c; IF• . , it THIS UOCUMPNT TF LESS lff�ll 111 iii IiI II141 �I 1 I�I I�I 1�7 ir1 Ili IIi 1,1 111,) III TII i'I III I�I III I I III I�I III I 1 1�1 1�1 117 1 1 T1 1� �1 T 1 I�i i'1 III I�,'lll III III 1 I / , l LEGIBLE THAN THIS NOTATION, I1 i 1� -I -I. � -- Q�-I I 4i I �� -1 6i �.�1 -1_ i �1 l �1 1 bbl i 11 IT IS DUE TO THE QUALITY OF - - --•- ---.^� --- -- - ----- 11-- � s gusi as 1q?q THE ORIGINAL DOCUMENT. �ITeIIx�I11�i �" 1lltli��11l ILII IIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIILz111III1113111111111111J1111 IIIIl1111111111IIIIIIIIIIIIIIII ll1I111111111111111111114111111! IIII�I1��si�����11111111111�t ��1111i1����I����18I1�1111� ��111111�If11111IIeI111111191I3 0 X ,..i 111111Iiiiii.... —11 f 2V-10" II'?" L 10 8" • r i�I FOOTING SC +wEDULE I 4X4POST W/ bilk 1 2000 t SOIL BEARING CA, AC I T,' _� "SIMPSON" HD5A •i� I a7► / MARK FOOTING SIZE REINFORCING LOAD CAPACITY _- �- --= r _ I ---- - '1 WITH FACE OF NEW WALL ' (3" CL-R.OF BOTTOM) (ROUNDS) '4 i I MASONRY Pi) WINDOW -- --- -------.- __- 4 k 4 POST W/ 1 I -' \`J 2'-0' k 2'-d' X 12" NONE f QU1RED 8000 'SIMPSON' NLYaA 1 1 1 • EXIST, ----- - E O 2' 0 -6" X 2'-6" X 1a" NONE REWUIRED 12,'.x70 51UDlUALL `, .---- ---------- - ------ -4 k 4 POST [_{. -_ v 4, € �© 3'-d X 3' d' k I?" 3 14 k ?' 6` EA WAY 18,000 11 �M 3.-6" X 3.-6" x 175 t4 k 3'b EA WAY 24500 E l5TlMAINI LACE- III. - -- - -- - - ,/ y -- I � � ARCWITECT• LA O 4'-0" X 4'-0" X 12" 4 • 15 X 3'-6" EA WAY 32,000 I -) II)1 c II M 805 S.E. °S1-IERMAN STREET • G 4'-6" X 4'-6" X 12" 5 - 15 k 4'-0" EA WAY —40,'300 I -4 k 4 POST 111 O PORTLAND, OR 91214-4666 O5'-O" X5'-O" X14" 6 - 15x4'-b" EAWAY 50,000 I O � FAX 503/ 131 - 0311 ..Ii..I O 5'-6" k 5'-6" X 114" 6 - /5 k 5'-O" EA WAY 60,500 \� I r-- ----i I -� 3 I 1 ,,•... �_.—._ �. —._ I ...I 1 11. I b 1 •_ O6'-0" k 6'-d' k 14" 6 - 16 X 5-6" EA WAY 12,000Id5 I .1:1 DBL_ 2 X 6 POST - L - -- -----..__ ''r / I I LIFT I I N N WI "SIMPSON" ND?A D ) _ - �__='=TT-'I C, b'6" X b'6" i( 15" i . 16 b' d' EA WAY 84,000 -� `_ ( - --_-_.---/ r.— _� _ - '_ _r____ -.________ __-__. _ . I - 1 ' '' • J O 1'0" x 7-0" X 16" 1 . 11x6b" EA WAY 94000 ,(' I - 4k4POST W/A I ' O 8'-O" k V-0" X 18" 8 - 11 X 7-6" EA WAY � 128,000 - 4 k 4 POST W/ <j' !'SIMPSON' NDSA 11 "' � 9- 18X9-6" TRANS. , I ` 1 9'-0" k 10-0" :::: 118" 10 49 k 9-6" 160,000 ______/-5 _.. 6'-0' 3'-111" de ''3" L Q� AliT F 1_IBRARY ALTERNATE * , _ 0 TYPICAL FLOOR SLAB • I'.`" I .i AL?E �l • W CLAysSRfAM CL_AseROOM r 'SEE ?/52.! AI � d INCH THICK CONCRETE SLAB WITH 03 d Ib" O/C 1`1 116 (NO WORK) 118 (NO t1rJRK) ICk EACH WAY, AT CENTER OF BLAB. PLACE SLAB ON 2" SAND FILL OVER vAPOR BARRIER OVERC I— n PROVIDE GRANULAR SASE PERDSPEAILS At HBI! - I Y PROVIDE CONTROL JOINTS PER DETAILS AT 20 FOOT sue 6I -- DI MAkll•1L1M SPACING OR AS 9HOlUN ON PLANS. 44'-b" (VERIFY) - �- ( I rI — I "fr IJFP ...'V'_J _ 1 C w 01 5' 8" __ 13' 8" M G, �, a-8" 4' 5" y 15'-T (VERIFY) /4 X 24" LONG REBAR ,._ -_- -� \ ' i I DRILIEI�/HOLES 9ETEP (! J_ONCREIE I I'I •_ - ,' 18" Tl'P. 0 Q ./ DBL 7 x b PO97 Wf TH EPDXY.Y. t4 x: 74" LONG RIBAR 4„, N I ---- (� ,-•-i- DBL. 2 x 6 PO57 17- IIbA 1184 31 ?'O O/C IN 4" DEEP ' I I - -, I ( (r SRRIr .- 'T 0 o �j�.(f W; "51MPSON' HL�+H �3�1 , `B� ti % I W/ "SIMPSON' HD5A N I DRILLED xHOL.ES, SET e I I LIFT I 122 I I �(„ / —- - -- tl`t, / _- _ ALIGN INSIDE -------1 �-•__ —.____J J .. --- ___-_J ~= }-, p r""", ____z t 'Q, FACE OF WALLS ~ FLUSH NEW WALL ~- u '' '' II 3 k 6 MULL -/ W/ ED<ISTING 4- 11.1 9� POST W/ 18" ' �� I aTy/ I f NEW CONCRETE ---/ /".•\ �C1 a_ "SINIP5ON" HD5A O 54 IE) STUDIUALL REMOVE 'L CORRIDOR �� E __.1 • A I I I n � BRICK VENEER ON TOP .� ___ 119 I.) ��,,/�/ / \` �^ 5 2C 5 X 11/2" 15 COL----,,.. I L-\__ 1 OF 9 t/?" 9 Ell WALL/FTG. (E) CONC. 9L 4B - p1 �' '' ✓\�� I LOBBY S I/S / I STAIR 11 I \ (� WINDOW 117 qh' / / \ Ifs • REMOVE INFILL -� d \ 1r "� 13/4" BASE `- (- \� ' \ _ (E) StUDtUALL REMOVE Jcf9TING WI I i'"•-• z d \ / , . 4: / \ v I to W/ 2- 3/4"m A.B. / Z / • 5 )<105" 5 X 3/Ib' TS. \ PRICK VENEER AND g / ^ \ ON NON SHRINK - a �jA' a`J /' / \ COLUMN ON \ \ 4 i I - - REPLACE W/ STUDS ON MECHANICAL (E)9" CONC. ---•""'-'34 / / / \ GROUT. TOP OF (E) 10 1/?" STEM III (NO WORK) 1� \� r/ \ \` \ // 5 1/7" XII" X 3/4" \ I 111/1" 11 _ WALL_ W/ 116" FTG / / \ BASE e. W/ ?- 3/4" res . - \ O WALL d Ib" FOOTING. / ,,:0I Q /� ' .\ ` � \ ON NON-SHRINK G9eUT! \\ \ 5 k 5 X 1/2" TS. COL. �= --- ------, 4---.-- IN FILL. (E) WINDOWS �� I SUNDAY 5G II \! I " \ I I/Z b" ,2• 1 _._ l_l__ ___..__ OFF ICV°1-1 I RAFT R✓~CTC CLASSROOM f 5X 5X3/16" T9, \ �p>r \\n ,�t / ' COLUMN ON - _ ` /\ I -r I _ 4 k 4 POST _ - 106 (1V0 WORK) I 104 10: \�^ '//'r / y 5 1/?" XII" X 3/4" \ \\ • ) �� \� 111-5 1 --- [E)b X b - l Q / // p BASE e, W/ 2- 3/4" A 1 1 _ , < % / -II _-I _.._._a L7...7..7.-7-71 F'�p6T - c'I Imo? Ij�J�L,S�1' Cr)�. ' / \ ON NON-SHRINK G T " \\ 3"m STD. 9tL COL ® ---- _ - �- 11 11U , I T � V / -- [POST C r \ IES 6 X b I 11-17-.71-_-_-_ ___ _ -� C . ...- \ C,.' \ �• ' 122.1E3 \ — }I — -- -- - r / \ l \ \ , / 1 Ir. \ / / \ © ® �� I t 11 '0- \ \ 5 X 5 X\3/8" T5. , TYP. / \ / \\ \ "4, <� 2 g !•`�/ [E1 CONC.>Sl.� " CO / /- COLUMN 3/4" x - /\ G CORRIDOR 44. (� \ BASE Ie. 4 'ON- / _ _ _ U. " i �!yy__ / ----- > / SHRINK G .4 T. 11/4 / \ \ / \\ \ -1-- - - I r I - -• ._J I._ C-. 1 _ -1 r 7 II C_ O. r' O \ \ \ \ - h X h F'0197 cE)RV >, / /\ ' / 0 \ W/ "SIMPSC>rl' WALL ExIST. 9TUDUJALL / / / , \ G• \7 '\ ,-----ia_A8A66._7 cJL_---� 011 5 1/1" STEM/FIG. + - , •• - 1-:, '<rg // / \ \\ I1M I I '! r /' J / / u r i / •1 Icc,,,,Lespir 1,7' \ / \ / \\ [ •_J -(E) RET. WALL PRO"�Gt 93?l 5 x 3/16" TS. \ \ / \ \ 1. 4{ r _ �'� / jam- 9" STEM CLASSROOM • G1.A96RCXr+ KITCHEN COLUMN ON /\ \ 3 - '- CONTENTS+ • �' ' \ 5 11/2" k 11" X 3/4" \ / \ \\ IIIA 105 (NO WO1?K�I 103 (NO WORK) 101 (NO WORK) // BASE !Is. W/ 7 3/4" <p / \ \' \ \ \ — - I FOUNDATION PLAN EAST "( \ ON NON-SHRINK G, ,,1 / \ 2" X36" k 60" RECESS .� _ I _--- - (E) 16" FTG / \ \ FOR FUTURE SHOUER \ \ ``_-_- 1101 ' ' 5 X 5 X 3A " TS. / \ / PAN - REFER TO ARCH. \ �/ \4� COI UMN ON j \ \ G) ''• \ DRAWINGS. ) r- 1 I- CLASSROOM 51/?" k II" X /4 \ _- / IOl y ;' BASE . W/ 7 /4' Qr / \ / \ / _ `_`.__ -� 5.�."'�""" _"" ��' _ .gra �■ _ ...;-.8. .r�..� ..� • \0 \\ ON NON-t.SPRIT IK GR. •\ - \'\ \ \ /// --I� f _ �( • /4 X 24" LONG REBAR I \ _ ;,</ .. \\ \ / \ / \ /,-'/ 1504° 9 ?'-d' O/C IN 4" DEEP - + REVIEUIED 711 + TN DRILLED HOLES, SET -0 > \\ \ / \ / \ / WITH EPDXY. - _ ',I / \\ \\ / ../ \\ / / / /.-�---- - i" - DATE + /'96 \ \ 11 I REVISIONS + . tls \ ?" x 1 1/4" tIMBGR9t ND/ \ / \ / // - - � I �� 9''UV9 a 16" 0/C. / � • \� / / �\ --. /' - '� PROF • \4*,,,,,A \ / /' ///' // * 6272 ��:�, `\ �, \ / " _��_ =____-_� I _ _I _�l I ► _ - DBL. TIMBERSTRAND \`..j� \i G/ ,, \ / / ,�-� _t�f�___ _ -__ - - _._ --__ - W , STUD W/ "91MPSON" HD2A .h \ 1� \ ) / /- y OREGON \\ \ \\ / /' ,Iji ��:.)6 Pl � u 44, o�Q rd's!ft ( \ �- 1 11/7" x 1 11/4" TRAND /' /' 5:,LIDS 6 149." /C. \ t \ \ 0 f \ \ DBL. TIMBERBTRAND r \\ \ /r -/' STUD W/ "91MP9ON" HD2A \ \ i �/' �/ \ -, ------------- CO JC. RET. WALL_,, \ \ SHEARWALL SCHEDULE \\ /�' FASTENER SPACING \ CONN. OF . \ \\ \ /-; MARK WALL SHEATHING FASTENERS AT PANEL AT INTER>IYED. SU FASTENING BLOCKING TO FAI�DATION ANCHORS 8 �+pOq�� TOP PLATES\\\ FOUNDATION PLAN - EAST r---- --- — — 1 \ ��� / S2"' I/ r-C' 9d COMMON NAILS 6" I6d TOENAILS 5/8" 4' AB. tv 48"O/C ,.. \ .--- \., ' - �7 �- (I) O 15/37 PL YLUOOD 14 GA X 1,5" STAPLES 6" 12" ibd NAILS a0 6" 0/C AT 5" 0/C OR / t, 'IIr : \ \ \ ;F„ \, � 15 GA x 1.5" STAPLES 5' 3/4" 4' A.B. •® 12" 0/C N 250 'ti,, :;. .4:::-,,I,.(,•". O 8d COMMON NAILS 4" 12" Ibd TOENAILS 5/8" 4) A.B. a 32" O/C AVCTU9 (;, 15/32" PLYWOOD 14 GA X 1.5" STAPLES 4" 11" 16d NAILS a 4" O/C At 3.5" O/C OR 0:147----- 4, ___ { .k'• }, y .„res USE 5r►or rFrE v.Y F rat 6E16(rc latre j a¢> r r Irk Ilc ro(�rRa.a/. 310 15 GA k 1,5 STAPLES 7 11/1" 8" 3/4" Q A.B. 48" O/C ',,,,',.,.,";;1.4,„:; 1Od COMMON NAILS 4" 12" Ibd TOEN,4ILS 5/5" 4) AB. 51 37 0/C James Q Inc. ) r ,� • ��r���-L�� � --- SILL NAILING \`*/ r /: I "t 15137 PLYWOOD 14 GA x 1.5' STAPLES 3" I?" Ibd NAILS .tD 35" 0/C AT 2.15" 0/C OR • 1 ( 1 1 ` 15 GA. X L5" STAPLES 1" 6" 3/4" m A.B. fit 31" O/C it + I. SHEATHING PAIJEl_9 INSTALLED EITHER HORIZONTALLY OR VERTICALLY. /- PANEL EDGE (E3UTTOM) 460 R NAILING - -- --. F 5 kit' ALL PANEL. EDGES BACKED WITH 7 NOMINAL BLOCKING UNLESS NOTED - ---�-- -- -�-- ---- - �C I NFEi AS UNBLOCKED. SHEAR VALUES NOTED ARE FOR SHORT-TERM LOADING. ---- j1...-- _ ,�i �': � ,%_),,''''''‘),•"•,•, .:',;.;..,..',.„,.. ,"`'� {,�+" . - /K,`\ 8d COMMON NAILS 3" I?" 16d TOENAILS 5/8" � AB. a 24" 0/C \� 15/32" PLYWOOD 14 GA X 1.5" STAPLES 2 1/2 8" Ibd NAILS ) 3.5" O/C AT 2,5" O/C OR .• +a2 ' ';fit' ` ':kK' 2. 4MING AT PANEL EDGES t .ALL BE 3" NOMINAL OR ,UNDER WHERE IOd Caneu.ltl 8tructurnl tneero 115 GA X 1.5 STAPLES ?" 8" 3/4" AB. rdl 32" 0/C i2 8 M. Stark.tSuite 696 NAILS ARE SPACED AT 3 INCHES OR LESS, OR WHERE OTHER NAILS ARE CONtJEC110N OF Bl_OGKING 490 -----. -.____- -- - -.___ ---__---____-- ----------__---- � r _ _ 0 •;.14.•.:',4)' ` SPACED A7 LESS tHA11 3" ON CENTER to TOP PLATE OF -- -- -- --- - - - — yi /' --� Portland Oregon 87204 51aEARWALL BELOW ) IOd COMMON NAILS 3" 111" Ibc1 TOENAILS 5/8" +4 AY3. 24" O/G Tel (809) 220-1268 P'az (609) kZb-9160 R T 1C�IJ .xx• +�; 1D t0 TCS AND �6/ 1$/31" PLYWOOD 14 GA X t.5" 91APLE9 ?" 8" 16d NAILS a') 25" 0/C >T 2" O/G OR+ 3. PArI_ EDGE NAZI-ItJG APPLIES t0 ALL PANEL EDGES At :l� r °� . BOTTOM SUPPORTS. -- ;',I t4, r V.�VI 3/4" 41 AB. 9 32" 0/C 1 t\* "»4�Z{ ,,e ex t ��'1 _---. PANEL EDGE (TOP) - 600 -- - -- - -- - r r "pig+4 d, FOUL IDATION ANCHOR BOLTS NOTED ARE SIZED USING 2" NOMINAL P.T. ---- -.- _ __-._- ---.----- - - rl,,�,T + ,, " 4 ••; NAZI-INC f •§'>i r rr 4,, -'f 1 r• �.- t., - DOUGiA°, HR SILLS WITHOUT NOTCHING OR COUNTERSINKING OF I3OLt5. ,�1 9/8 rD AB. ED 16 O/C r rr r a IOd COMMON NAILS 2" "SIT'1PSON" A35 ;IAS , a'+�T#' ' r {a PROVI•, _ STANDARD CUT WASHER UNDER HEAD OF NUTS FOR BOLTS NOTED. B 15/32" PLYWOOD 13 GA. x 1a" STAPLES 2' 12" led NAILS a 2" 0/C a Ib" 0/C WITH OR `" . -1 p �`/1, e '+ �14i'` I 8- 8d k I t/?" NAILS 3/4" AB. fl1 74" ,/C 5 2 • + r ! 5. 0.131" DIAMETER x 2" P-NAILS MAY SUBSTITUTE FOR 8d COMMON NAILS AND 110 l .,;,; ,. ' r>"'r 0.148" DI,-.*METER x 2.25" P-NAILS MAY 9UB°StITUTE FOR IOd COMMON NAILS. +� - - This &iu1ea 1e the excliety �y d ARCHi1ECT•L A Rowe,I 13n or x 41 . .,; : r r`" • . . p ►eettlrxr tw le etrletk1 t urRtrar+pwwlletoii ' A. . • Kuhn U4A4 _-_-- - ,�, 9845 3W WelnutPl. ©li+PU•'+Yht -__-49119 ^'.• 21 of 5355 --- ^',�•!( ( IRS; + p:`, lit ". ',��(M(4NEM.+'�+'1 p+VrzPA'+'x'.A.M�Ylit `.Yhk WY {"r"illllf• N .:t• w. 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I -I�1 I I J1 I I 4 I I I `"L -I 6L _.I--._L. � I I -� l I-� �I " �.-�...__ �L_I I 11 -IPI IT IS DUE TO THE QUALITY OF - - - qu -1 THE ORIGINAL DOCUMENT, a(oae ✓ -1 •I of RL B�f, L�ct 9L L 6L fiL L ATL �L 1ST 8T LST 8i 1ST 6l firT LT TTT i 8 L T8 TSI 1r (� L (T�u>"l INIIIIIN NIIIIIII�IIIIINIIINIIIIIIIIIIIIIIIII1111111111111111I111111111111111NI 7111 IIII111111 IIINIII1 IIIIIIIII !11111111111lII1III11111111I1111/1111111!Iu1111111111! 1 Iln�lllllllll�llll II11�11ILII►IIIA►IIIII11II111101lulllulIul'1,1IIIInlln IIIIIlitlllIn1l11ulunllllllu►II 3 0 x ... • r - • 6 X 8 . 1 I 1 V • - IB" 1,i1/35c a Ib" 0/C '"511.1P90rJ' 04E3610 - I - i TOP FLANGE HI/8" ANGER 3 `I +c,I. EA. VIDE_• f )( I �. ‘c' AR C ti ! T E C t• �. A (E) CHIMNEY ---/ 3 wry' X 1?" r"SL, • AR 805 5E 9rIER1AN STE T ) 31 PORTLAND, °R3 t 1971441 912 I4-466b 2 1E0' 1 i : \./ FAX 503/ 23I . 03I1 1 I (N) ? X 12 '51 24" 0/C C:.:__Tr_-.= •I 4 „ 4 , • I II i ..... 3/4 INCH PLYWOOD BOOR DIAPHRAGM I I I - _ v �"2 LIBRARY ALTERNATE° 2ND. FLR. FLCX�R PLYWOOD 10 BE 3/4 INCH CD 09 STRUCTURAL 11 PLYWOOD WITH III a! II 1._(i) EXIERIOR GLUE ArID WITH TONGUE Ar)U GROOVE EDGES ON LONG SIDkB. I' 1 rY "7S2. I(4•• 1'cr M1NIIIJM PANEL INDEX TO BE 48/24. LAY PANELS WITH FACE GRAIN «I _ O PERPENDICULAR TO SUPPORTS AND WITH E-ND5 Ct PANELS ST4 3ERED. 11/ �1•E__w I NAIL WITH IOd COMMON OR .148 P-NAILS OR 13 GAUGE x I-3/4 INCH LONG �, Llb4 ARY NI STAPLES u� b" O/C Al PANELS °SUPPORTED ENf2 AND 10" 0/C FIELD. Al TERIJATE I I 11 I I v 1 7ND. FLR x X SEE 2/S?1 I LL 1 11 I I - • 9' O " i' 8 " 6' 2"4 ,. / 44' 6" (VERIFY) 'I ...J1._ O. 0 t . 5'a 13' a" M 1, b•__8._ 4.4 4,-b. 165'-p052" rvERIFY) , - __ 1 ^ W I' U U r ( �_- • Q U Ci • DBL. ? k b P087 I } ? k 6 F't7lSt W/ i ark. ?10 n 1 I I 11 - I lE 1,: �. . Q W/ "91MP6ON" 118 T 3l I "91MPSON" MST91 I . r�_� �_ / 5INTi i i SV8" k l?" sL JILLLj _ 1 '1 0 .,.1 --- ,► \ '� 4 FLAT BL1G'G. ..• Y .®, I _ I I 4" CiC 1- 1 I 1 _ -._-.. .-� - _ I - - v ` ./ '+ 1 I II<> / 4I tQ ;? . 1 • 11 II 1 ( x e R >4•O/C ( • 24' o/ d I ' 1 • y rt - W a �' k- W 12X30115 : ir, h I . (E)6,..16 BM LL- �ek �i, �� F. IIIIIIIIIIII III -7��r Jri -IT lk ►^j V�� I� cel 24' O!• - `� �(q�Jl i S IaIUAL4 ®ELO�IJ I i �At3dvE Q 3IIL.OWT -6 k 6 POST ® f-- ■ ir : : : : 1' w/ "91 MPSON -7a` pc181, ;}cTERIOR ' ' ._ � I- 2,>,:4l�:1 . �, 1 1 1 1 1 1 I I III I I 11 I 111 i I1 1 it Via► II ,, z r� 1 1 �� WALL TO BE //"--// I t REMOVED At .■ 'Idle 14 1 (r,2 k I+I F.00R „p1Ti i) I6" 0 I I I I UPPER LEVEL I \O./. ? k 6 STUDUlAl1 � 2 14 s 1 " O/C I,..._ ( I 11 11 7 d� -TP r P� 1 '-5 : I= 1 1 ! 1 1 1 11111111111111 N 1 1 n- - ___�_J I .I I I " 11 I 14-WALL eELolu 3 'Y. INE' III, ♦ 1� 1 ' •�► , w 12 0 a I ���.. I.�_ I• ( 2 X 14 FJ S I6 0/C;, O 91M. r ■u■ I I I 1 1 1 1 1 I 11., 11 11 I I I I I III1111 �; Il .�______ - II\ I y + + I, TIT 1Li I 6 X 6 P091 N T-- (. l• \ I I/?" k l I/4" Tlri)3ERSTRAND - - ;,L lt 1._ LJ.. _ I I I I I I I ( r '�I :IL__ I I • I w/ "91MQ901J Lim OMIIMMO STUDS 'ct7 16" O/G. 6 ----- :: a- "),01:-1511-16761•.1-11:1 -- -••--L,= �! 1�::-. -r �`�' I I- I ! III ( ! I I I I I I ,Ln �.} �E T E •• L EFJ ? X JO 9�'�!tD 16. /� 11 4 X 4 P09T-� V / . 1 __ I 1 � � 1111111111111I11111i r ?- ? I ABOVE 4 BELOW PI: © I TJI/.�• I ..I I - 4j .40 I 1 �'-f-O�C 1 _11 _ 7_ TJI BL1C'G -r-- 1 v f.1 -'! _ - PROJECT , 9321 / 4 x 6 POSt W/ I _�=; ` -_,-I I I 1 C:ONTENT9, / "91 MPSON" ND24 _ I I I ' -----------1...------ . _'-_ ..___-!.._._..-11 f 1 n ' ' 2ND. FLOOR FRAI 4Cs PLAN (TYP. EA. 91DF \\ I II • - _ / --- - --------- OPEN TO - - _ ....-__ ---_-oF wlNDow) I II ---•---.1'--•--__-I II BELOW �� .� I - -- -- .__.._u" I( -- -_ A 4 x 6 P091 W/ 3- ? k 6 POSt W/ _._-,_._.. .-..-•.- .� � 1 ' O • / "91MP90N' NDA 150.0° "°llhiPSON" NIY3A ��� I - -- -+� ..-- f < 'C_T-\\ , IL j (TYP. �A SIDE EA SIDE OF P06t. �H; OF WINDOW) -__ R>rVIE1lFD BY TE; / 2 X 6 9TUDWALL Orl -_.-..-._ - .... .-..-.__ -� RETAINING WALL. ---__ 4 X b POST W/"'SIMPSON" 1472A \ O PATE 1/11/96 is CTYP. EA SIDE \ \ N _.._-..-.. -..-..- REYISION9 � OF WINDOW) -..-.__.. --------- A MANUF. PRF391'LATE / f -------• c:..•.---r--( 1 1RU99E5 24" O/C / - / 4 x 6 poeir 111/ -- ' FDR�O� i. \\eS, / 11YP. EA9iUEv2A i` I �.,_.-..___..___----_.. __. �_ + - - � �G Yt4Y OF WINDOW) �.� lll___----.---.__--- - +, I �1-1 - 6272 \ �. �.' 'N'' `1? k 6 91UDUJALL ON 2� d--- _ ry � aWREGON� Q RETAINING WALL4•.__--i Q W. � �0 vL �- ! I/?" Y 13 I/4" 4 x 6 P00T W/ E.P.alit tr7 Q14. / TIMBER9TRAND "91MP9ON" HD2A Cl STUDS a 16" O/C. (1'rP, EA_ 51DE u ' a, Ilk • OF WINDOW • 6. 1` 4X6 '• W/ / I \ . • `1 "91MP90T HD2A �� j v (TYP, E• SIDE tJ ' 1 OF WIN••• ) i \•••••• 452 / • //i' _-__4 X 6 PO81 W/ i. , ' "SIMPSON" HD2A i' ' -- (TYF'. EA. SIDE 1. • . ' OF WINDOW) 1 2ND. FLOOR FRAMING PLAN\ ,,,.....,„- - W , (� 61) £CEE SHEET $2.1 FQR BHEARWALL _SCHEDULE rvUr09q James 0. Pierson, Inc. V\1114,,.. 1•487-7 • Fc1 / Consulting Structural Engineers • 320 S.W Stark Suite 536 Portland. Oregon 97204 i.,, Tel: (609) 228-I`1.86 Irate (603) 229•-3130 .. I 2 . 2 . , ...........___.... TIN dsang I. the aaways party cf • ARCHITECT•L A Rama,nli►od kin or ' El 1iUl'96-0449 bayany 9845 SW Walnut PI. Nt�~ of ARCNItEG7•L A. 22 of5.1sY) t 1 _•,,.,,.,y,c, „,. .e«w�.�w.......-....„, ,nn - ., „M..,,_mac.-..-amu a,r -. Acer L IF THIS DOCUMENT IS LESS I(r TI1�I Ili 11 11f i i f Ili III 1 I ISI 'II I rJ1 (11 II7 r11 I f III TJl T11 III 111 111 ISI I I III III II11111 111 111 111 1 T TJI TI1 11( 1 1 III 111 111 III 111 III 111 I < < 1f ► IIi , �( � Ird ' I 41 61 � • I �_ � I__ Ig1 �_� 1 �1 .� I �b_ il �� _il �� LEGIBLE THAN THIS NOTATION, l --- - - 1 ` - ---� - - - V� - �- - - - 1 - l IT IS DUE TO THE QUALITY OF - - THF ORIGINAL DOCUMENT, ___ No �'"is�r.;• _ //Vlg�/ly 1 a Q� r TT - _ - �£ 81L 8L L�Z 1911, I �S t L �6 I i� O�L 188 B�I I L!i Bii 1411 6�I I s�t ICT ( tIi I I �3 I I I ( IQ I I` I I£ I „• !IIII IIIA!!!! 111tH II�II��I� !►IIID!! �I������►I���I���� ����I���� ����14 ����I���� ����IIII !!!III ! IIII IIII II�Ihi ���� ll �111I111� 1111 IIII IIII 1111 IIII IIII IIII IIII IIII I11111'il IIII IIII 1111 1111 1111 1111 IIII 1111 IIII 1111 1111 IIII 1111 IIII IIII 11111N11 ,.� , ,. ..,. .. ..,.r.. ,. ... ". °` ,. .., "v,kkn+rx►iF'"d'.; ,+mP?gt.. .'�aui+a'.ati +..��.. .,� '�ik:wn.u.,.,,:....,...,.,.,,.:,...,,....m..a T , - - „ .: C .. . . ,.-r '" '�.c ,."lF '!` "'N• , µi,4 4,w.aanfwd4q.,..r. .cw .'j`.' - �s s. n „,.. � .. ., ... .: � .�i"`. .. .. - T " _. .. '..I�IYiIiSM�ieri'(iL"M(�i.eeix::...d:Lm•a +�. . .,...... _ ....,. _.... ..:Lcs. ,er4cl.waraa;. ... .-.KfY0.2.�19[fl4�3 • di ho / \ • • (E? 199. SHEATHING ------ / \ (E)ROOF • TO BE REUSED \. // \\ •• / AIL - --- __ .0 4 k b X 3/16" 13., FACE OF EXIaT. BLDG. N _____-,..1.------4- - 4 X 6 k 3/16" 18. t5. RIDGE BM (11 P) A R C H I T E C T• L A • fl - 4.=),, -p- f3o5 SFT1. AN STREETT/ / 4 X b k 3/I6" TS. UJ/ PORTLAI p, OR 9121-4-46664 X 6 k 3/16" t$, W/ --( � v 2 X b NAILER (TYP) tri 03 / 231 - 1122 ! 1 X 6 NAILER (IYP.) FAx 503/ 231 - 0311 `� s __ 4X6X3/16 TS. At 5TUDWALL. BELUW TYP. - 4 Y. 6 3/16' tS. 1'P. �\\ /i 2 x 14 STRU JGERS 11' Q/G ` t ._ "- • 1 _ it \\111 1/./..: '-5---r---- r -- 4 k 6 k 3/1b' 19. 74-II I 1 � "` T9. RIDGE t3M. (rrP_t • 8 a1 Ib" O/G-1.•" I ' REPLACE EX191ING 9TUDWAU I 4 x b k 3/16" TS. W/ 1 11 ..____Z _ x W/ 5 1/8" k 15" ul-. 1 2 k b NAILER ITYp) 'r (E) GLUTAM ARCHES I I 4 y j/Ib" r8• I • II 1 X 4 9 Ib" O/C ------- I I r, ,,_ r- .. 1 I .-_ - - --- 1 F ' �" ' -+* �Mr . ..t=.__ Ulr-71 • I • �k�� � lam IIIIIl � III � II T. - I T-- ►-• r-• I ' I E)?'X 1 I 1 I 1/2 INCH PLYWOOD DIAPHRAGM 4 --. -- `_. 4 x b k 3/Ib' TS, W/ 1 Y I STUC)I1AI 1_ F3tlOW LL. _ �L��-�, I ER ) \\\.LLL __ Tr[�[�1J_� JT IY� IJ I ' 1 k b NAIL (TYP. / • O f 1 j JiL4C 11 PLYWpOp WITH MINIMUM i " 1 k 4 OUTLOOKERS-/ I . 1 Pl'rWC70D TO BE I/? CD OR S1RUCt / 19 Ib" O/G, 1J 1 1 PANEL INDE'`< TO BE 24/Ib. LAY PANELS WITH FACE GRAIN I„• • L I HIMI I ! I I I I I 1 I PERPENDICULAR TO SUPf�OPTS AND WITH ENDS OF PANELS StAGGERED. of 1 1 ��I I •', ' r�; ( , NAIL WlT 4 8d 6CUt1MON AOR J4L8 P NAILS OR Bou13 GAUGE X 13/4 ItJCH '� c 1 I e ' • �... ..., II ma �� I I I I I .lid-E L III j ft-3_E-E J J I 4 APL6L INCHES ION CENTER Al PANELSPPORTED Etf JDS. BEAI S AND y a 4 k 6 k 3/Ib" TS. `•J + , . I GIRDERS 4 AT 10 INCHES ON CENTER Al INTERMEDIATE SUPPORTS. .'4 L if EDGE OF EXIST. do 1 C / • CJ w 1 CE i ! PARTIAL ROOF FRAMING PLAN - WEST 0 0 'Q i LJ �. 2 PARTIAL ROOF FRAMING PLAN -• WEST aRalurill.: 1 (ID AT THE ENTRY AREA ilk .2 0 QD S2.3) ALTERNATE_ #3 VW•1.-0' S2�-- N3 u 1 • � � TI, I N W • 6 I , • Er. . .1 1 -I' i -,-+E:t.7.1.7-:_-_-:1E--_- 7:24 ---- LLJ ±JJ.L . __J I I , CNOIR/M tl LW Z rl I UL PURPOSE BES"OW I I r-- Z 0 3TUDWALL. BELOW - Z BALCONY PLAN -2 x 14 S7RINGERS 6 1?" 0/C " 8 " • 1 ' O • A 1.TG tS N T E �, - -___ __ i I / /r 3/44) LED AN04 LEDGER - \ "..*... ) ./ I 14" O/C -STT 9 �� 2 k 6NON-BEARING WALL ( 1-_,./11- _ - 2 k 8 'cr1 lb" O/C--- II-- V - -(E) ANC. WALL BELOW 0 -\ REMOVE (E) STUDW4LL AVOVF Co) _� I _ -4- it • - 6 �-__ -1I9TlJI�LAL1- . 1\ . . r I t? CONCRETE WAJ HC L OW (IU 5 I/8" X i5" GL Q k t? PR.. 7R LEDGER W/ -...,0 �� 1 -•-, f zJ'_'- ��-F--._.�u.�..�_..�.. -.--:=1" . I -1/6"___x �.._� I 3/4"m DRILLED ANCHORS 6 - I_- u - �l i?" Q/C SIt 1. STAGGER ANGF10F29 - NFILL (E? 9TUDWALt 1 < Ib STi21NGEt25 a1 17" O/C \ ' ) • I 1 (W 5 I/8" x(15" GL_ (�GLULAI i-/// Hi:. - SIMILAR 10 DETAIL I/S4? STUDWALL BELOW \\JJ Q 03ARCH.• { !I j' t I I _ - -- 2 x I? JOISTS WI 'S1MP3ON" LUS?t0. '"' Cr)` (N) 5 I/-X t5 CaL. DBL. JOIST UNDER STAIR SUPPORT5 ..� �J / 1 : ( , `: , I I , 4 USE "9111I'SON" b..5210-2. ! (�� - i I I-_. 4 STAIR FRAMING AT MAIN LEVEL FOR STAIR 2 5 STAIR FRAMING ABOVE MAIN LEVEL FOR STAIR 2 o _ e'�i ; S2.3 /41.1S �yA."� S2.3• 7.- Imo"•t' LT (fit .{ a± 1 PRwECT , 53r1 SEE 4/523 4 5/523 FOR REVISED STAIR FRAMING t • 11 GONTENT9 } -- _ 1� i FOIAIDAtION PLAN - WEST I 6 I i I PARTIAL ROOF FRAMING WEJ't 1 I �EE 3Air0 1 { I REV I tun) BY . TN (E) WALL -- _ I i I 1 t • (E) FLOOR II 1 0 I I t 2 x 11 iil I6" Q/C W/ "511-1P9pN" LU92►O I I 1 I I JOIST j I I DATE 1/11!96 _ -. • 'ii - q ---- � __� RtliloloN, , 'i Tr� ! f 1 (E) GLUCAN ARCH. - • - 1 !. I I a' ! '(EJ COtJC. F'E7• IJCS_ iiiiii I _`` O� ■■ WALL BELOW I (E)CONC. SLA - IOD pp�� MI 4 X 4 POST I \ � �__ I `I. 1 I __._t_r. . n ' n • -t fid' , d*� c r' 1 -- ---- -,*-..1. 11,.a.,. _ .�+ _ i ... -� 4 1 r "C:� a .x 12 N. I 2 _, L �._ A. rte(-- f� I I - .r� I i 1 %/ \�'N. � -•1 X 8 Cal Ib" 0/C � .'_,.,.� --4 X b X 3/ib" T8. ` IJ" CC9FIC. WAL r_-_ W/ "SIMPSON" LUS?8 OREGON • 3•h°jeN11" THICK FIG. W/ COLUMN. 18 I E.) FIG. BELOW. 4 X 6 k 3/Ib" TS. �I• 14 8" Q/C EA T'g' - - d" COt JG. Sl AB COLUMN. `�r"- L__.__, I 1 W. Sgt WAY, TOP 4 BOT. *.I I 4" CONC. SLAB ' -,- ---_---. NOT ON .i LA13 I ir----cr,--_SEET"3/82-Rosc / ! 6"'t iitittri • -4 x d k !/16" T8. 3 • I A� 4 1, COLl111N, I 14 x 24" LONG REBAR 1I I IN 4" PEEP DRILLEv Or - D 1.-9" ti HQL E. SET W/ EPDXY. j �M� - -" E ._ �"� \� 1 X 8 LEDGER W/ 1 __-- ._ r -�� -- t -- '--- (E)CONIC SLAB 3- I hr1 S EA STUD (F�WALL ' ' t+_ - 1 1 - "'�L1 b" 7_. ON GRADE. I I "-J �L SEE 1/97.3 FOR ROOF 7NIS AREA r ��i tt w---- _lli I I © / I` 2 X f4 g1RINGER5 I I r-_i_,\._) I r �1‘-j f 7 1{ �S?10/G W/ "SiMPSON" l I �� - r�/�TE 3 I ,► 1-1 I I I) • I ►r I 1 4X6k3/I6" 75. I III �tZ'a' Li ini F' COLUt'iN- 1-' /� I 4 k b k 3/16" tg• IA 1' - I}• COLUMN M J1VI,,,Ii&`' • I I I I l r' 1' / t , ' UCTU y / ICY;b" 10-6" • 10' 6" 11 (.47- .-....''..--1"--:-.--:-:- ..._-,,,\ \ . I i!E)I A "it , UNhf F tat.\'�` N.if`i Cita+^, 1 / I / ;' _ { ` l.t? Ty. ; ! I i,t I•.` Jam O. Ptersori, TI,C. ON., ', ri "� H r. w2 f C ONS. W�11 If') \\-611t/k-N.ttib:04:0114:0,1001 _ Consult! Engineers�� 1 FOUNDATION PLAN - WEST STAIR 2 FRAMING CROSS-SECTION 320 s.W Stark. Suite 635 "an' 8 ng Structural ' - v ! t .• ti iI r v @ ....- Portland.. Oregon (477.04 I T;:iiiY (I' N �2.3 w Tel cao9► 2211-126t) �� �Iws) zxe-sig :n.. I rr. w. 1 dtitf S2 . 3 l:;' t ' The ceding' is the exclwlve y d t ARCHITECT•L A Pour* kin or p�bltcatldn by °►x� msr»ry�lCtly E Jil/YyG-(/449 ohbttsd Wxc8p txJ urtttat a .tr.Islon of ARC4-1ITEG1•L A. 9845SW'Walnut Yl. ©CM'y'ite'* ------------A995 1F THIS DOCUMENT 1S LESS 7TI ijr �II'111 111 III III I III Ijl .111 I III III IjI Iil III III''IllillIlll III 111 III III III III I I III III III I I III 111 l�l 1 1 lli 1�1 1811111111111111111111IIIIIIII ...0-. " -'""""" " '' '"'"""�""""""""'" " &+1 I I 1 I 1I1 l ' , JL I 161 i IJ� I I I l I i ' • LEGIBLE THAN 'I'H1S NOTATION, 1 1I Il 1.. J� I I - - I . �- -- l J IT ISDUE TO THE QUALITY OF �/1n4S.( �^ / 957 THE ORIGINAL DOCUMENT. _ _ _ _ _ VIII 11111111IIi111 111111111111111111 IIIIIIIIIIIIIIIIIIIi111111l 1111111111 IIIIIIIII 111111111111111111111111111111111111IIIIIIII1111 IIllllgllillllluilillllus1iulluGlinlllni tulllllliullulllllulnll IIII Inll�n unl- 9---,- nllnlllllllnnlunlnu nl nl tlilluul 3 S • i � "81111-'9CxJ" 119131 FLOG TO FLOOR Ili 1116k I I TIE BELOW ��• FLOOR TO FI'SRPIP J"TIE t3 8131 - - III!� p8! ;---�iglvDxiF! it • I N PRE :1 k 8 14" TJI/35C 'cal 24'' 0/C SNOWDRIFT II ' "SiMP5O1.4" 115131 I I FLOOR TO FLOOR TIE BELOW r 1P► 3 I/9" X 1?" GL. "SIMPSON' UNP61O TOP _/---.___ `- n FLANGE 1-41161Q. EA SiDE I Y ii^ ARCAITECT • LA • (1) -, tEi CHIMNEY 1 6.17 6L. ,n 905 5.E 51•IERMAN 5/MET Iiii- PORTLAND, OR 9T214-4666 (� 503 / 231 - I 122 Il IIY'f FAX 503/131 - 0311 sta "SIMPeON" 1'95131 -- FLOOR TO Fl C OR TIE BELOW I II 0 ill _. ___1 u_______r_ I \ [ i./1 • X14. 7.- ! - It\ 11 I II U • 2 _LIBRARY ALTERNATE'- ROOFED \• `' / --� "- - ; nn,, I ''\ H z N1.---1 / I / \ H— z HI-41-11 , o j II I U W •,/,,, II TRUSS MANUFACTURER . -AI I • \ / �-- Ch O ROOF TRU89 MArIJFACIURER t0 PROVIDE I I X '\ / Q! � ADDI11ONAL 11a)S8f 5 TO 9lIF'PORT ROOF tOP ( 1 i .\ / 3 MECHANICAL UNITS A5 REQUIRED. SEE �/ X Q (I�\J MECHANICAL DRAWINGS FOR LOCATION ANL, h I I 111 WEIGHTS OF MECHENIGAL UNITS. H ( O I 1• 1,?,U„, ,) s.x 8 i 2 ” O/C 1Q'' • 61.1 H �- II .. m,_„. .,..,_,_•__— �1.1 t I 1 LU EC . WEUL4 .J ( ` ' iLI 5 I/9" X I GL II 11 Z" _ 1 im 1 ea 3 2 9 -5.T2 3 ( I I !I U� rrp. (A"i' 51.2/ c'. 1 ip. ,i, it . , f I (E) 1 X 9 CJ SI ib" �'�:: _,� ,F_ ( x a ?a' o/ Q al ,VI � � 11 {I iI 1---)'') 1Is ' 1 I 2 x a O LOOKERS -- ? x 4 a ` \\ ` r oiall i tolimm 1j117 _ 1 1 I I 1 L j • r ` • rW �J14" ?4' O/C. 4 ,.► �; ., . - tf fit- _=_7, �, 11_ .. . .. ._ ._ il. .. . L: I'r T=-���_-_-.� 6X10 - • }--• Z ? X b FLAT fi�K'G - ar"lk* 31.? \ r ..•� 'I 1 ! 11,111:. ..- ` �► ill I I i I 1111 IIIIIII I I I •I� Ai\ / /1. .9 • 91t • .r \ i, '�t. , 4. 1, lit �T� I L_i'_=; I / '1 ,i { � IIIIiII ( � IH111 ,IiII11 I I,' \ .. . .. .. I�� O i ,...„, IP' \ OU .�• ; 0A/ W • I I I- II, I I .(-� (E) ? X 14 16" O/C (- /'�� • ? X b FLAT BL.K'G. - ti •4' •/C w ' I AIS I I I I I I I } ltl J�a71161 �/O I I I I I I r'r===-4 - .- . `\ / I --� —�juT____: aD 1 Y: 1 V J ,,, 4 2a" 0/C. I(, \\ MI' = 7,1 >f-�-y-�--' 11 \ - 1 / I - 6i_. ? k 4 C7UTLOOKEf2S �� / /Z 0 (y\" , I a„ \\ 6.1 I I I I I I I I I j I l I l l l l ! I I i I i• l c.::._; :;\ .. ., 1 /•' `� 45 . \ illllij 1111111111 111 :ill \ D CO LL ? h 4 !► I I ( ` ri,_444.4.L.Li„..1_4_„ 1. 5 i/9X10 i/2 GL. LW 'S111P5ON"ECC 5 1/4-4T'-'74" OiG. \ / \ \ ��� RI• E [M TG y IST i-N F�� ! — --_..—..— -- ^- .91----.._.. RIDGE _ _ _ t slm. , \ 4,,,,..,,.,,;01,1 1,,,,,. 1` t1�1 11111111111111 ' 1 ,„„),,,0 TYR. 4 \ .-- 1 1 1 1 1 . ___-___..—..—..—..----, , ” ;*IP .. „, _Ir.- \ \-- • Ae PROJECT • 9321 1111t;f A \ ,0 1 illIme_ Ja CJI ,�� ii4g kl \ _) �__.�_ _�..— •.: .. CONTENTS , • :: Or ( I ,, ROOF FRAMING PLAN EMT :Ili , \ . He - ..• \._ . ,• .. ..i. ,?• . ... • 1 14I i I I • _• �a o/c —•.—..___;\ Jj4' Ub' + L DAZE l/II/96tE) bXb? X 4 oUTLOOKERS---� 2 !• a ?4" O/C REVISIONS \ .• ' ;;\!, illi �0F ''o1,- • -‘ \It' .- —. \ _,. • • I 6272 2 X 6 FLAT BLK'G. 1. — -- —..___.... —..—.. C'„----- ` 'W \\ ---‘‘ \\ -_ __..—.. �- ---► _.-_ __ _ _ _- __ - '�4,- 14 Nq/t Jul \ „/"Ir \ \\\”, -./ 91M. � TYP. 1:4;i P- \ \Ili* 3\ \ * . 1; TYp. AllEY \�Y \I 1 ROOF FRAMING PLAN - EAST (i) \ , \ ve' . r-a' \ \ r _ 4* 5/8 INCH ROOF DIAPHRAGM-1 N \/' \\ ,, , * ROOF PLYWOOD 10 BE 5/8 INCH MINIMUM -THICKNESS CDX /� \B OR 31RUC1URAL II PL'rwOOO INSTALL.1) WITH FACE GRAIN \ i 8�\ PERPENDICULAR TO SUPPORTS AND WITH PANEL ENDS 9� \� S 1.1 i1 3TAGC* w. MINIMUM PANEL iNDE-. 40/20. PROVIDE 1 4 c7 \ EDGES ON LONGITUDINAL SIDES. NAIL WITH 6d COMMON 4 Alp, 31.)- NAILS OR 0.131 X 2 I/5 INCH P-NAIL, OR 14 GAUGE BY 15/9 " 1rP. INCH STAPLE At 6 INCHES AT PWOOD PANEL. EDGES AND c • 110 DIAPIL RAGM°JtJpPOf't L•'NDARY, AND Al 12 INCHES Al INTERIOR PANE. 2 X 4 a -- • 24" 0/C. •001CTU9q i ..' , MANUFACTURER ,`'; „ '• James 0. Pia son, Inc. [TRUSS N THE: DESIGN OF THE SG15�5OR TRU55E9, HE WALLS SMALL Nor BE CON5TARED ‘43\ 074)1I" S AHORIZONTAL RESTRAINT. 1 , Consu`t'.;ig Structural Engineers 32*' S.W. Stark. Suite E3S Tortl.nd, Oregon 97204 TeL (50f,) 226-1296 !ex (603) 226--;3190 r , 1.`;!,., ‘ 5 3 . 1 iFN drmhnq Is the. kis eXCIUINVIT of , ARCHITECT•L A Reuse, or pu��llcetton any �a�dectkl�nly prohbited oxcart 6y When peraMsloii lJU1'46-044Y of ARCHITECT'L A. 9K45 SW Walnut 1'I.c:3 ' Q Cavr r .____.---,-.,t91e 1 24of5 - , ,.w. .. ,. J IF T111 DOCUMENT IS LESS 1T I1 III fl! III III iII I I iII iIi iiI I ! III III IiT iiT IIi IIi III I ! II! III IiI III iiI III'III I I iII III III III !i! 111 ll1 Til tl1 1liI1i1 1 ! III III IIiIIII III III IIi I ! b � I111 ► I �j � � � � II4 I1i�1111611 _ � �1 � 1 �8111191_ ' I1b11I111 ' LEGIBLE THAN THIS NOTATION, 1 IT IS DUE TO THE QUALITY OF -- �i THE ORIGINAL DOCUMENT, rr 7 No.oe e. �". �JuJ Olt01£ E'iL eIG Lib 9L L b�L 1 £�L I i'i6 111115 ' O�L 1811 B I blT 9I 1 9+T trll 1 £jiff 16I�I 10�[ 1 �B I 1B � 9 1 �9 I t �T m,n,l3 0 X ' Till lllllllll IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIIIIIIII IIIIIIIII Illl llll�llll llll�illl IIIIIIIII Ilillllll lllllllll IIII 1111 1111111111111 IIII IIII IIII IIII IIII III! IIII IIII !III IIII 1111 1111 II!I IIII IIII 1111 IIII IIII IIIIIIIIIIIIII 1111 1111 1111 1111 tio$II . . 4 r3. IIIIIIIIbb. ..;„. ' .".. . ,1'.'.. . 1k /7 PLY'D. --... r 1.. ....- ,,,i„..„• 3 1/7'4, *sr 6" NOTE 1 4 Ae-- 11111111111111 I MIN 9 GAuGE CiALv. WIRE MASONRY-...., ....,,,,_ I 1/2.. , 1311i:so. Tu.t..3ER5T-RA.,,c) ; ANCHORS SPACED 60 A6 TO SUPPORT 1 1 1 RETAINING LUAU_ TO BE CONSTRUCTED NOT MORE 'THAN 2 SQUARE FEET AND3ACKFILLED PRIOR TO OF WALL AREA BUT NOT MORE THAN 01 41 --- f I. CONSTRUCTION OF STUD WALL. 24 IN0--ES ON (-ENTER HORIZ(2NTALL.Y. ,Tag MIN. 9 GAUGE GALv. WIRE MASONRY • ! --. /2" PLYD. -- 5/8" 4) x 17 AB., SET ANC-I-ORS SPACED 60 AS TO SUPP0fRI 4 d z 1 1/2 CLR OF CONCRETE NOT MORE THAN 2 SQUARE FEET F .- •• OF WALL. AREA BUT NOT MORE THAN 4 i „-- 2 x b STUDS 6 lb" 0/C • MASONRY vENEER r / EDGE, SEE SHEARWALL / • 1 .4 SCHEDULE FOR SPACING , . 24 INCHES ON CENTER I-ORIZONTALLY. a ARCNITEC T• L A ,-- 56,m X 12" AB.. ser --Ar-F 7. . „0._________ KA• ' i i/7. CLR OF CONCRETE 11 L .., / I i/2" X 13 1/4" TIMBERSTRAND • 41• 0#1 .2--" ii' 805 SE. SHERMAN STREET EDGE, SEE SHEARWALL • • MASONRY VENEER ------- SCHEDULE FOR SPACNG. 11 . PORTLAND, C)R 91214-4666 - 1 • 1/2" PLYD. ----------.... STUDS 6 16" 0/C. liTt21, fg-T....1:-.11--117_71Fri-L-1-FLI-11-11) 11 ' "\ 5 0 3 / 2 31 - 112 2 -------_,J 1 - ',- --- 2 14 CONT. 6 TOP FAX 5 0 3 / 2 3 I - 0 3 1 1 ---- - _ -_____________________ -.)e---; --, 1 1_- , 1--7-7.'1 1 1-riT.--TT-i" , , NOTE LEVEL BACKFILL I"- 16 kr rz 1 /- , ,/'' 1 1/2" CIR. OF CONCRETE T1:___LLI itiff"pe '1' RETAINING WALL. TO BE CON9TROCTED =11r-7111=H F-9 I If'.--111------111.. II ,/ EDGE, SEE SHEAF:WALL IT' '"* it•*hit- • ,4•01D.: 11 1/4". * - - 14 VERT. •b) 1&' 0/C AND BACKFILLED PRIOR TO 1 - .TIT____ITT=M_ITT- L-_-__ II ,-- 2- t4 CONT. 6 TOP ,/ SCHEDULE FOR SPACING. = Its41 2,0" . CONSTRUCTION OF STUD WALL U11 -4 Ifir- 4t):AkIltilPtf).#fro:"if, . cOMPACTM -._ • • 1 vENEER -LLI, „ .0*XV6N • 9. of '-••, - b------ 14 vERT. 6 12" 0/C -ill'4 a .le 7-cr * • • (!),I A- 1 L_Evel.. BACKFILL • i 11 ri.) vr--:- : 2 i t BACKFILL. --.......;= .... 1 42. II • I \ CI-..----- 15 HORIZ. 6 17. oic nT ' ,.. ...It. .;. iv- ili 4-11 ill rq Hi r n r _HI COI .1e I 1r" ' 1 r ox, ... • .. ---15 1-ORIZ. 6 lb" 0/C , ITI --1. TT' Fil TR 111 . r il 11 ... N__._ 2- 14 CONT. S Top I-z-,- or I I I- ..sit 4.: ... .0v. . ..iv CLP1 z TI-T4b7„ic. . . .. ' .' • • ' _____ IA ow& ; lt..-;44;. . .) . I NOTE: -T goo o -----4 .-- .. .-.. ro. •••••• =II, =.10igu• Arr ZIP.'.'ib.. .' "•• • - . RETAINING WALL TO BE CONSTRUCTED , V . • • COMPACTED GRANULAR ---------____ ..4 • .. 0. ,,,. . -.. ------ __-- V ,.... ---_ 14 vETRI. S le" 0/C AND BACKFILLED PRIOR TO • .6,011,Lo. ik--„•,_,_ ,---7 vERT. SEINE. ii- 0 BACKFILL 7?r1"• ii 09:1 9 • i T-1=1 ,,,s. 4 . • .vERT. RUNE. CONSTRUCTION OF STUD UJALL WITH 444 ;WIV-4:'7 I LI.. (SEE SCHEDULE) z , , . . ..7. -f • •• .1,4 of- • •', ----III --7_ . 7-0" . • vENEER 0 0 • th --- P., ,i,i'' ta (SEE SCHEDULE) ... 11=T 1 44.o4 "--- 45 t-40RIZ. 6 11' 0/C - 11.14 CLR z GEOTEXT1LE F.ABRIC ----, i , • 00 ..c, *,4; . 0 ----...„.„, I" CLR. . ask V.' oz,.. - • , . ,_ I 9 F.l .V4 0 tOrSI DOWEL9 TO MATCH - . . a •--- V z . . • •r .2TEXT1LE FABRIC ----.__1411. I.eP.•• ° .-:7): c'''',.° - 117;2•••.. '. . - 51zE 4 SPACING OF ote ENVELOPED IN A MINIMUM 114.: • 9,..4...• . .---- vERT. REINF. vERT. BARS IF USED. :. • , .K.P7 OF 4 CU. FT. PER F1. OF '14 ' S.4 A ..C T• . . . ' . 41 .° . .•. I". 'A 5IM 4 SPACING OF -0- ..- ----i.-.------ (WE SCI-IEDUL.E) .. IP • OPEN GRADED DRAIN Z WI ..ti Ck• .., GRAvEL (2 - ir2) LaQ.Arrim . °Ilqi54. •44131110'.. .Pit'' t#.,ot.4'-- ' • r • .91 0.d.- a- GRANULAR -,.....-----_____ a,s. JR% :- • *441•• .' - .. ts e_____... r,14,'' .•• 916 ....,., GEOIE-xTILE FABRIC -------_ tp ,,,, g 4- 0 ,'-ICLR v-4" CONC. SLAB BACKFILL '-'14fitt.tr ., .. q **•4 d A st ----. * ,,,, IN AMOCO 4545 FILTER f ** . •o.7i. 4.--., .1,0 • ---___ • FAeR,c oR EQUIvALENT. I. .1111*i°1°t%415 :"...6:1: • • 4" 4) PERFORATED PIPE --- , 114 ‘7;.' ,O • - • ----- . r I" CI R. i' 41 4.1VIiri:viro°eg.hr,VJ • 4" 4) PERF-ORATED PIPE - It' (S) ' - - ENVELOPED IN A MINIMUMI ENVELOPED IN A MINIMUM •,••• . . .,, a el.. 45 Inprliminn••••••..... ....r.... ............1...11.m....r..j. OF 4 CU. FT. PER FT. OF I n w.t 6. 040o . '',. ,---- 5DOWEizu 4LSepTAc0 MINGATC0Fi-1 VERT, BARS IF USED. -N\ StIt7 .1; C) .....i- CONC. &AB -- -- .Nizarmetirilsr. - . .. . . . _. • " ° - ay.?' ' r OF 4 CU. FT. PER FT. OF -0 , *.". •' • P . 0 LleeliN , •('•0 oda dt ,1:,.° P OPEN GRADED DRAIN 641 •.40. / • 2" CLR • • ... 0 OPEN GRADED DRAIN 1„._ . •,,I, .4.•• •cer. . ' • ' Nrommi GRAvEL (2 - 1/2) WRAPPED t- - , ' - • ,i 0 11 GRAvEL (2 - 1/2) uJRAPPED 1 .ti ' * N.'•\ _,./L). • r • • • . • - r• • • • ' • • .. .L-.4.' • getTV .!..I*1, Do- IN AMOCO 4F-45 FILTER a• , WS, • \_ 4" CONC. SLAB IN AMOCO 4545 FILTER • - , • .. el L-I • FABRIC OP '.:•••QUIvALENT. FABRIC OR EQUIvALENT. 14 0 12" 0/C---'- ' • • el '. el • • . J.[:= 140,.° i 1 0 • LONGITUDINAL. '. •. ' ------- ........... - .ro tro•-PIP.Cfar, , - 411 . .• • ..." -----f- 3.. CI k 4...i .....e • ..„-, ,,... , ..,,L0., . • . • . • . - . • _/7"" __ ..•-• •.a,.,Ty•-.4;0 . . . ost • f- E ....--/ ..._ _POUR FOOTING - • e ___, $ • • ,. . .4;4 . irommiervmont • ie. ... :war-7141f: 4' • 7-1 ' '1,-* LU R ----- 2- 14 '.=ONT. AGAINST FIRM ...7 • . ILL:, 1 1 ;e: s 70.itt.'..xis„7411. .41,•• 14.•441:=.1*: ' I- • 7 CLR . • '. • TRANSVERSE NATIVE SOIL. • • ----‘'‘."---- 1- 04 CONT. .. - t-4 . . 4 •5 ____. . - I- 04 CONT. E _j REINF. • 5EE • _ • e EXTEND DOWEL TO 3" 14 S 12" 0/C . • . :A- . . k . • ?•. . SCHEDULE. • e \ • • . • (PLACE BARS FROM TOE OF FOOTING. LONGITUDINAL .. . . 3" CLR. ' 14 0 12" 0/C -- - I - ' . . . '6.4•'--- 6 3' CLEAR OF B 9 1/7' A 0 i, __'s 0 LONGITUDINAL. ' - '117 .‘ • • . • • • 3" CLR.L.ir \ Li . BOTTOM IF NO 1- - 0' - e - (-Icx-),-- --•• • ,‘.7.______ ________0. f- 'R REINF.) 'HEEL) POUR FOOTING 1-1 1 1 11=i „111:- tir •11 M , . R AGAINST FIRM TRANIVERSER -----" I '''. I EL1=11117-7 \___ ___---\---POUR FOOTING Z lig-- - W _ # TRANSVERSE RE1NF. - WE NATIvE SOIL. ,„EXTEND DOWEL TO 3" -111 111-111 AGAINST Flr-.1' NATIVE SOIL. 4-"- Z . • SCHEDULE. •0-•- .... RNE. • SEE (PLACE BARS FROM TOE OF FOOTING. EXTEND DOUEL TO 3" Z 5 3" CLEAR OF B 12 1/4" A BARS-EDULE. (PLACE FROM TOE CP FOOTING. < BOTTOM IF NC) 0-- 0 0 REINF. :e (i4ffi)F (TOE' 0 "/ S 3" CLEAR OF- B 1 I = z ) 12 1/4 t. , BOTTOM IF NO W 'R REINF.) ;HEED (1 . RETAINING WALL SCHEDULE .„.________ --0 w . _ _ ' C.) • . . H W A B V .R . ' • MAX HT. TOTAL WIDT14 TOE LENGTH I-EEL LENGTH VERT.REINF. TRANOVERGE REINF. ' . IN Ftit IN INCHES IN INCHE8 IN INC*5 IN WALL IN FOOTING 11.-0" 9.-0' l'-e' 645 1/2" 16 6 8" 0/C 116 )< 5-0' 6 12" 0/C 0 C) co : . • NOTES' RE PAINING WALI, SCHEDULE RETAINING WALL SCHEDULE ,. . RETAINING WALLS ARE DESIGNED FOR THE FOLLOWING PARAMETERS' ••••• 4- Q Ci) MAX. BEARING PRESSURE • 2200 pef H W A B V R H W A B -c---1-----R I ' •• SUBGRADE COEFFICIENT OF FRICTION " O,40 • SOIL ACTIVE PRE-SNARE • 40 (h) pcf max.HT. TOTAL W117114 TOE LENGTH 1-EU.LENGTH VERT.REINF. TRANOVEME REINF. MAx HT. TOT AL WIDTH TOE LENGTH HEEL LeNOTH YERT.WIMP. TRAI•&VERSE IREINF. . :. IN FEET IN INCHES IN INCHES IN INCHES IN WALL IN FOOTING IN FEET IN INCHES IN iNc.i•ct, IN INCHES IN WALL IN FOOTING SOIL PASSIvE PRESSURE • 250 (h) pcf -- ----- -- . CONCRETE TO BE cc' - 3000 pet MIN. 3' 0" l'-8 1/4" 4" 0-4" 14 5 18" 0/C NOT REQUIRED 3'-C' 1.8 I/4" 4" 0' 4" 14 0 18" 0/C NOT REQUIRED REBAR TO SE ASTM A615 GRADE 60 MIN. 1 _ 4'•0" 2'-10" - 4 I'-5 3/4" $4 .6) le" 0/C NOT REQUIRED 4.-0" 7-ICY' 4" 1.-5 3/4' 114 5 18" 0/C NOT REQUIRED PROJECT . 9321 _ - .-....• 5'-0" 3'-8" 4" 2'-3 3/4" 14 6 18" 0/C 1.4 X 7-8" 5 lb 0/C 5.-0" 3-8" 4" 7-3 3/4" 1.4 5 18" 0/C 14 X 7-8" 5 lb" 0/C • C.ONTENTS , I I. bccr. 5con l'-0" 7-11 3/4" 14 5 18' 0/C 14 X 442" 5 lb" :)/C 6-0* 5•-ou 1.-o" 7-11 3/4" 14 5 18" 0/C 14 X 4.-6" 6 16" 0/C - --, FOUNDATION DETAILS . )•• f'. .,. 7-0" 6-3" l'-b" 3'-8 3/4" 14 5 18" 0/C 14 X 5'-3" S 16" 0/C 7-0' 6-3" l'-b" 3-8 3/4" 14 6 18" 0/C 14 X 5-3' a 16' o/c . _ .. ,- -- , _____8-0" 7-0" l'-b" 4'-5 3/4" Pi 5 12" 0/C. 14 X 6-0" 0 16" 0/C. 8.-a i'--0" l ‘, '- " 4.-5 3/4" 04 5 12" 0/C 14 X tv-o.' s )6" 0/C - _ 4 7 /...i..) - -- ____ -9" l'--b" 5'-1 3/4" 45 as 15" 0/C 15 X 6-9" 9. S 15" 0/C -0' 7-9" l'-b" 5-2 3/4" 15 6 15" 0/C 15 X 6-9" a 15- 0/C • 4.1 I' l'-0" IC-0" 8'-b" 5-11 3/4" 15 5 12" 0/C 15 X 7-6" 5 12" 0/C 10-0" 6-6" V-6" 5-II 3/4" 15 6 12" 0/C 15 x 7-6" 0 11" 0/C .. _ - 11'-0" I 9'-3" 1.-b" 6-83/4" 15 6 9" 0/C. 16 X 15.-3" 6 12" 0/C 11-0" 93" l'-6" 6-83/4" 15 cl 9' 0/C 16 x 8'-3" 6 12" 0/C REYIELUED BY ' TN I . NOTLO!. RETAINING WALLS ARE DESIGNED FOR 1HE FOLLOWING PARAMETERS' ..., NOTES' WA!L5 ARE DE.SIGNED FOR THE FOLLOWING PARAMETERS' , S .. . CONCRETE • ,.. MAX. BEARING PRESSURE = 2200 per SUBGRADE COEFFICIENT OF FRICTION • 0.40 SOIL ACTIVE PRESSURE . 40 (h) pcf SOIL PASSIVE PRESSURE ' 250 lei.) pcf TO BE fc' " 3000 pet MIN. REBAR TO BF ASTM ,4615 GRADE 60 MN. MAX. BEARING PRESSURE = 2200 pet SUBGRADE COEFFICIENT OF FRICTION • 0.40 SOIL AC.TIvE PRESSURE = 40 (h) pcf SOIL PASSIVE PRESSURE . 250 01) pcf CONCRETE TO SE fc' • 3000 pal MIN. REBAR TO BE ASTM A615 GRADE 60 MIN. DATE ' 1/11/96 REVISIONS ' _ ,-„,-----..., ,.../....7‘‘IN 4"'ItG6.2224 .... ., Ark 3 11 +-it•ia. ve 4 • S4.1 ,"• ,..o. S41 I", -0 . ii*k. w.•Elb4•0 1/4v.rut, . • 4" CONCRETE SLAB ON GRAL:C WITH --- SALUCUT, FILL SAWN JOINTS W/ SEMIRIGID .., • 13 S 16" 0/C FA. WAY, AT CENTER / EPDXY (SHOREO "A' HARDNESS OF A-80 OR OF CONC.. SLAB AND CONTINUOUS D-5O, ASTM D1140) FULL DEPTH WITHOUT •• \ . , TI-IRU SLAB. c3ACKING ROD . . • .... ..-,- . . • • - - • . - t• • .... :1.1 • . . . • • .. • ,:::v. , At, - ,i:;,,,wyto ... :1,21, .Sek.• ...00: . ., • 112" ......_ • COMPACTED SOIL SUBBASE -i.-----.--14 i=III,:7_III_-=:•I i i_r_--- 1 I 1-1. .,.... , . \ \---1" SAND FILL OVER VAPOR BARRIER _-------.MIN, 9 GAGE GALV. WIRE MASONRY I i __----- PER SOIL REPORT .--1 1 1=1 1 1=1 11=1 11-7-I . OVER 6" COMPACTED CRUSHED ROCK (MIN.) ANCHOR SPACED SO AS TO SUPPORT . V. --- NOT MORE THAN 2 SQUARE FEET .___.. 2 X 6 STUDS 5 16" 0/C -----. - BaNI,N. ... -f-Af-r- 2 )( 6 STUDS 6 16 0/C -----___ OF WALL AREA BUT NOT MORE THAN -....21, 24 INCHES ON CENTER HORIZONTALLY. SAWCUT CONTROL JOINT ___- - ------ SEE 51-1EARWALL SCHEDULE I 2 x. 6 PR. TR SOLE PLATE W/ -- 2 X 6 PR TR SILL PLATE W/ 5/EEL C.CXUMN - SEE FOUNDATION PLAN • -------- A.B. PER 61-1EARWALL. SCHEDULE _.- A.B. PER 51-IEARWALL SCHEDULE ------- BRICK VENEER t-- ___ --- • a - • FILLET WELD • 4" comr. FLOOR SLAB - ,..,------------2- 14 cnt•!-.. TOP 4 BUT. 2- 14 CONT. TOP 4 Bat. -- __.------ 1/1" PLYWOOD OR 1/2" • ---- . ..ft ----- GYPSUM SHEATHING BOARD SIZE TO SEE •('OUNL.4T1ON PLAN. ,.-- MATCH COI../?"-----7,--€).„ /- ---- 10 X 10 X 3/4" BASE PLATE W/ . 41/),- .. SIDEWALK S SOME LOCATIONS. L N, 0, SEE 514EAFtWALL SCHEDULE. THICKNESS. --„,, / 4- 3/4" DIA A.B. ON NON SHRINK C:ROuT / ..- • 4'4 FIN. OfRADE , ilii0iff-;... • -,... F)N. GRADE 4- , I I ____ ,;WI,„,..-•' 4" CONCRETE SLAB ON GRADE WITI-4 ---- 4" CONC. SLAB -- * .11 .c!". "-----... ws(6500(e,(2546im j. . - , • ori r - ;.., • . 43 fl) 16" 0/C EA. WAY, Al CF_NTER 1 1/2" SEE FNDTN. PLAN. __A" /--<) BLOCK OUT FOR COLUMNS --7-4"1•11i - - ..___ - .• „ , OF CONC. SLAB AND CONTINueu5 \ TYP. ,-;.t.:te..741 ''- - - -'. •-0. -. -1 ift.F"dgitli,5: 1.'' • ',..el •. °PaIpgtb;.:F;47:401.0:44. ''--11 I-21.11=7 • .5. V • I , . ..,.._. /4„7.4*.,.... ...,........,„4. , . . ,f_f . . . _, , ....,.......d liplit'• •if gpakird r.r,Allegibid Z ALIEf;WATE HOOK SIDE TO SIDE ,e_______ . ' 11-tRll SLAB. , ,0 ',•'-4,:.• r,--ci,----6 C I_...,,,,(1,-Ii', '. \ . • • 'F'' • . ' . 4 41 1 ,r,„„ r t . L \ . .`4 •• • 4.1 1 . O. '1P . 11 . . . .. • .. . . • . . . , 10 • . • . ...'-.4; ' ". ',. -,ilb: f Strol , . - .,,,,,,.. "4.407e. Te'• I d • • it) 1 4 11T- gie?& . rib°kt- - _ _ ___... ,.• . I James % Pierson, Inc. :god M I 1 • • '4.00r '..• I. 071.1 -1 I I= rr 0 r H I' .... ., .• II) COMPACTED SOIL SUBBASE 1-41, 1 1 1-111--1_11-T,--1 1 I- \---- 2" SAND FILL OVER VAPOR BARRIER -it I I, ---____:1 bi .1711 --• 1:1,.'.4f.. .11! 1.7z.-. 2- 14 CONT. 3" CLR. SOT. b IT -:-,-------., ------f/ PER SOIL REPORT .11 1 1-1-11--1 I I.__] 1 i_ ' OVER 6" COMPACTED CRUSHED ROCK (MIN.) 1=1 • •L•4) - kl._. ••• 2 14 CONT. 3'' CLR. BOT. c -:I :f I I:1 . lil . -..'C.I NE.-./ . • - . . • ----_____- , • . . / - * -0,--- 11-_T L. _ =-1'I-H r I r'i- - is CONSTRUCTION JOINT I I-- ITT-ITT-Iii- -111t-I i l-F 7-1 I ' I- '-, -n-Li-rl_ Con.uitinatructurekt Engineers , . SEE FOUNDATION PLAN ---12 6' --ITT 1117- -------- 4" ti) PERF. DRAIN. 11 I/2"_jt 320 9.W. Stark, Suite 536 '' - ---- Portland, ()myna 97204 . FOR SIZE 4 REINFORCING TeL (6n9) 226-1286 liar. (603) P26-3130 SEF PLAN 1 1, SEE PLAN 401-- 1 . ' %.--- 4 . 1 r-,,-- ask (.._.) Ash , _ • AmR.„.„...,..itr exclusIvera=rtt.ignofor • 1" , I',..1' • t"• r-o• 1- • I CI I"• V-0' nr S4.1 S4.1,/ publIcation by ans man* la strictly . ••.........--- prottolted faXCelpt 09 Witten plIWININI011 . . 0 lit I 1,96-0449 or ARCHITECT•L A 9845 SW Walnut Pl. . ' © __ 25 of 63-,5.5" , 40' •• •-,',,,4whmrve& vcril•..04-. ,',1,,,,,,,,,,,,,,_..,AvA01011011.0i. ,virlill1101101ftwoormie4Nomprom.......o......a.mook...M.."., ...e..-. 411111/1/11/Maarrn.arwraioraparerasorraarswilawRIPPORIMPION1111101111111.111111011111.111.111111011111111INIPPillftnramainarnrumeoproloar.m."""""VPr" , . r . -...- • qpn.... . ..n.....11...-.10.11.1......... . - 11111111111/1111 - •••VAVAMOAPt . 1 ' • IF THIS DOZIUMFNT IS LFSS -11-111111•11111i11111111 111111111111riIIIII IIIIIIII4LiiiiiiiiIIIIITHIIITIT4IIIIIIITITITITIIIIIIiiwri 111'11111'1'11PP' . . LEGIBLE. THAN THIS NOTATION, I--- I 41 I ' 61 ' I 1 3 1 111 ' I 121 1 -- -- 1 - - 'wry " _.____- IT IF DUE. TO THE QUALITY OF No.36 10.1,0:2177 4649 U %# C:?C} 1 997 . THE ORIGINAL DOCUMENT. 11111 111111161111;1111111t1 611111111Llig11111111181111111'11E11111111711111111 111111811611111111t1111111°11i1311111161t1-1111BIIIIIIIIIILIIIII1111119111111111111fill111115'111111111111-11111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111131111111111(11111111111111-1191111111111"111111111t1111111131111111111111117111 30X . ...„ . . • • • . . . . , • LIIIIMNIIMmisimmaysimmaRINMENNIIINErlimmmammeniamassiimirmaimmo . 41011PAIP. limlw•Mdli.M1111•••••••••••••• ••••. =law 3 1/1" �ls, b" it 11 //- 4' GO,4(_. 5L•Af3 4 I/?" PLY'D. EXTEND 18" NOF?IZ BEYOND BE!+D MIN. 9 GAUGE GALV. WIRE MAt3ONRY -- '� 4 x 10 PR rR LEDGER - , ,, , ANCHORS SPACED SO AS TO SUPPORT %� ? k 6 3TUD6 1�T 16" O/C W/ 3/4" m DRILLED ANCHORS 4 x 4 PR 1R NOT MORE THAN 2 SQUARE FEET /� S 8" 0/C, STAGGERED TOP / 13 CONTIIJUGYlS EA NOSING (FIELD vh�?IFY SIZE) RET 10vE Ex(9nNG OF WALL AREA Bur NOT MORE THAN -5d" m x 12" A.B., SET AND BOTTOM • W/ I/?" m DRILLED �_ /,ii • '. 91UDWALI. W/ BRICK 14 INCHES ON CENTER HORIZONTALLY. I V?" C!.R OF CONCEtETE • • ANGIK)R9 d 3b" O/G. EDGE. SEE S(aEARWALI. ION iJl HANGERS. O/C ` - - 14 9 r1" 0/C EA WAY ,>T GET�fETR MAS( Y VENEER (8" MIN EMBED) 4 SCHEDULE FOR SPACING. AMASONRY vENEFR --�- / / • __ - - -- -- I i ' ? 14 CONI. a7 TOE' 3 ri 8 t -- - - : - r/l 4 , II LEVEL BACKFILL MIN - "� - --f t _ • a I/?° MnL - 1 ' ° STIFF. - : -- - -...----- A R G N I T E C r• L A 4; i m n-r 1Ti I- >> —�-- -- IIII Boss e► +-rare STREET CONTROL JOINT u (E) ? r B FIR. NOTE: III II I_' team f; - I / Je15. 16" o/C -lll W..OW •4 ;OP LI i Y TYP. 4" SLABcJ 0 3 / 3 I 1 I ? RETAINING WALL TO BE CONSTRUCTED —I( �•• �.• I • 14. 1-JI/60C--"-F PORTLAND, OR 91714-4666 AND BACKFILLED PRIOR TO 1 1 1 , ?'-O" CONSTRUCTION OF STUD WALL WITHrr •� I I I I -- ---� (E) CONC. F A is 5 0 3/7 3 1-0! 1 1 A I SEI FLOUR '�Tt7 MIIAL-L. ' p.. tr.` M • • Fi;2AMING PLAN • vENEER. i l :4;11 :14.. , it,s, 4 - + ------ -- - - --- (j i • CL- -1•a HOER. 'Tn It)" 0/C Z - -'7�_ -e.. 4 a".. �1► •It �V :III- • ¢ �a. ,. :• -. __ r "'SR•1P9ON" MIT4I4 - tf- COMPACTED GRANULAR---------- q • • ••j1' ..0••••• , '!•' #-- ----14 vERT. f) 12' 0/C �i SECTION A-A HANGERS. BACKFILL. � $ Y �p..t q , = Z ,p 4" CONC. SLAB. . K: • • E) COt . SLAB GEOTEkTILE FABRIC - � f:. *Yv,,,,;,4,:.0 a •� VEP"-. REINF. y- 4 -�_k� '�..•. (SEE. SCHEDULE) T 4" m PERFORATED PIPE I" Cl R € AI , . ENVELOPED INA MINIMUM �� i •a.1,' • °[,00,p', . • 1 , ` OF 4 CU. FT. PER FT. OF _. e�, 0' - DOWFL5 TO MATCH IlarI • I`� 7 'S ?" V ' t'. . c 'S, 917E 4 SPACING Of • • �. OPEN GRADED DRAIN cR � � a a GRAVEL (2 1/2) WRAPPED :_ z 0-• ay �i *it*, alr'o VFR1. EARS If U3ID. I I-I I I� IN 4645 FILTER r ° " 4" COhJG. 91.'13 a __ T- O fi FABRIC OR EGIUIVALENT. • .:,„,1* i ���i a I I I�L 1111 III-1 I (E) CONC. FTG 4 d+sz U • 2" CLR iia.... •.. .. L • ' :• ' IX LONGITUDINAL. R 0 3 CLR S4. +•• I.0 —.IT i=i I►�I�(I I'�'"`I I-I -;�-; I-.I I-I I'' h SCHEDULE FOR DETAIL 5/84.2 — ` -� T"- , POUfi' FOOTING R AGAINST FIRM 'TRANSVERSE NATIVE SOIL 11/' ,.D„ LONGIT• TRANS.TRAtt'JCX REINE. - 9E£ EkTETJD DOWE1 TO 3" BARS BARS C.) Q SCHEDUI E_ I- 8 TO 24 INCHES 12 INCHES 2 M4 NONE (PLACE BARS B FROM TOE OF FOOTING. _ - a C) 0,3 3" CLEAR OF ---_-......-----------------_------ 9 1/2" A + BOTTOM IF NO 40----- - -- -`--- -- - ---- ------ 3? TO 4? INCHES I Ib INCHES 2 14 a I?" 0/C ._ 'R' REINFJ (HEEL-) (TOE) I w11/7" X 1 1/4" i IMBERSIRAND LLI -- — - -- - STUDS 0 16" O/C. ------__--____-. '---'-'.."---..-� / SEE 911EARWALL h/ --- SEE 9HEARWALL 776 UI E ( (� k_.__ - SGHEl7ULE. (E) 911/MALL - 4L 2 k 8 PR. TR. SOLE PLATE W/ (E) BRICK, vENEER``� --- fl I6" 0/C A19. PER SI-EARL/ALL. SCHEDULE. - Q O i-- - ? %c 6 STUDS til 16" O/C TO BE REMOVED. � CONTROL JOINT --� I Y I"" • RETAIN TNG WALL SCHEDULEW • ? icbPRTR9ILLPLATEW/ 4" CONC:. WALKWAY/51 -- 2 :x 6 PR TR SOLE PLATE WI I/?" PR. TR PLl"D. -- 117' m k 15" DRILLED ANCHORS • L A B V Z SLAB Wi 13 I6" 0/C EA. WAY // �•' SN FINI0TH TROWEL // 1/?" m DRILLED AJ3. n1 48" O/C MAX 'm 24" 0/C SET WI EPDXY, •— Z 1 W I _ H R • 1• -- -IN GRADE 4" CONC. SLAB W/ \ LONGIt. BARS SEE SCHEDULE �• 4" GONG. SLAB MA•.Ni, TOTAL WIDTH TOE LENGTH NUL LENGTH WW1 REIW. TRANSvEReE REINF. ���(((, IN r{1 M ING46 IN INCWO M INCHES M WALL. fN FOOTMb . • • • 1,[..7.7. ,..= �:-_1 13 S Ib" O/C E.W. ►-•-�I • / I - -.- �--- -- ./ - ? /4 NT a7 CENTER. N R3 LF �� 11'-0" 9'-0.' I' 6" 6' 8 1/1" 16 a 6" O/C 06 x 8'O I?" 0/C III CG TRA 9" BA SE SCHEDU E t :. - M . • L• \ I I, Allr/111111MIIIIIIMINIll sr RETAINING WALLS ARE DESIGNED FOR THE FOLLOWING PARAMETERS, -, a � - I - lia •• • 5_ ° MAX. BEARING PRESSURE _ 2100 las? _` oF4,111 a SUBGRADE COEFFICIENT OF FRICTION = 0.40 14 DOWELS 6 I8" 0/C — TT II b q •',06d[' • o.P _._____ _ " Wam 'o. .1... CO 14 90I L ACT IvE PRESSURE = 40 (W xr ALTERNATE NOOK __ -11`_ • I..r ; �a .. / ,AeadK'dYde .,_-..i.;:-.....,...-_ - � it �1LThI 1= SIDE TO SIDE - 1 1 IIIIII_III , I Q () SOIL PASSIVE PRESSURE • 250 (1•J pc( -A T 1-TTITI 1 "11 e CONCRETE TO BE rc' . 3000 pet MIR 71 I=IIISII1-I11- _ I i , I II-111=-1' I- REBAR TO BE ASTM A615 GRADE 60 MIN2- w CONT. I11II-I�1--IIII I�I— ' I� I " . L3 . " 3" CLR BOT. SEE FNDTrPLAN 1- - I _I ISIII_I f--- < T) FOR uJ1DTH All --T'Ii-TTT III I TT 1---I i t 4 © 6 PROJECT , 9321 • • AI t". r-o" - r_o. S4.2 '.• S4t'" `,• • 121P CONTENTS ` FOUNDATION DETAILS REV IPJI ) BY ' TN 1. V DATE • 1/11196 1 • "---- (El CONCRETE WALL 11/2" k 1 1/4" TIMBERSfRAND - Lj STUDS S I6" 0/C. REV ISION9 ' 4" CONCRETE SLAB W/ — $3 29 16" 0/C EA. WAY. (E-) CONCRETE SLAB 2 x S PR. ITR. SOLE PLATE W/ —� ��� SEE 9NEARWALL SCHEDULE AB. PER SHEAF.WALL SCHEDULE �- • ,./.----„,,(,,d-PR---0/,,:,s.' PRGf�' 4" CONC. FL Oo>R SLAB i--- 2- 14 CONT. TOP d BOT. 6272 9 • • • , • SEI= FOUNDAT'ON PLAN. - `- -- - �/ -- SIDEWALK 0 SOME LOCATIONS. C` OREGON oao o ; * o « 'v s„ -• • , , / FTN GRADE '�.p 1Z• CpJ� - 4„ • s a a° a as e • 1 2_,,. . — ire a ", �_ itli > s 14 DOWELS n0 18" O/C l I -i I 1 HT1--TT - �r ice' a a ALTERNATE NOOK SIDE TO SIDE II-II -, 111E-111„111; �d : e f _ 7.;,..4 . • I ----.1 III y o`l•(�J • 14k8" LONGI.'EBAR IN -- _ o • 4" DEEP DRILLED HOLE b 1 -1 -- °.` `=a a r --� ? 14 CONT. 3” GLR BUT. SET W/ EPDXY, ? PER SIDE S (E) I' 4" FTG. :111!- • dc'e\ ) 1 , (6- TOTAL) _ _ o, ..•.. 1=111=11I- 'I 0.z - -I I- III^I I I IT i 1-1117 4" m PERF. DRAIN. (N) 2'-6" FTG. 8.. SEE PLAN -4 • . 111% . 8 . . , S4./ 1"• I'-0" S4. '"•t' //y//.(PUGTUg4< .... James Q. Pierson, Inc. . \ \ stf■• TME/, \FNC+I N L=EPb Cannulttng Ftruetural Engineers 3120,S.R' Stark Suite ISMS 4 Portly mi, Oregon 87204 Tel: (60O) 228 1288 Feat (503) 22e-313o • • • ' . 54 . 2 This cterp le the e,ctuMve yy of . _______ Rouse,ARCHITECT•L A Roe, �Liidn a out'Ilcatton by ars swam Is strictly , oro/I lofted except IN urates parelesion or ARC HITECT•L A ri 111!1'96-0449 _____- - x;+ +x45 SW Walnut PI. • 111 TlT 111 Ili Til III�I�1 I I Ill it I III III I�r I h I�I IIT 111 I I III I�I III III Ill III III 1 I III III III I 1 III I�1 Ii1 r 1 i T ljl 1�1 1 r III III Ill III III III III I i + 1 ) 11111 1 ISI ISI lel ISI ISI I � l � I � �b II11 I � �� LE THIS DO( THIS 1S TATI I l c '�JI - I - J / I; LEGIBLE THAN TH1� NU ATION• 1 �I -. Jl----- . 4� �l ..--_.VL • 1 ----._ �L.__ -._�-- I 1 �l �/t / 1T I S DUE TO THE QUALITY OF - -- - No,le fr-jp„ ,/0� a • THE. ORIGINP.1. DOCUMENT. - - - S L 8L LL G1111111111111111111 L fL R G if, OL 9[ 9 Li 91 9i 6i SE f.E Ti i 8 L 9 9 f S L ioaim � �11 ► � � 1� iT �111T1i1 � 1 � T � � � lTl� lll111�� ��ll� Ill► ►►�� ���� ►��� �IIIII II ►�Illl�l IIII� �������.� ���� ���� Ilii ���� ���� ILII IIII�IIII Iill�llll IIIIIIUI ���� II I ���� I�I� uii ilii ilii uu ilii yin iiil illi ilii I�I� I►u I��� illi illi illi ilii ilii sill Iiia Iiia nn Illi Illi nil ilii ilii 477 I , • . • 401111111111MIP 'wow Vow, I mmilaw Amimramonmommommasommilp. mimmilb„ inemonee. [nom / 2 x 4 -----_ 5/8" DIA. 11.8• W/ 61D.WASHER -` - 2" NOM. WOOD PLATE, RIP FRAMING - >SIPIP8ON" 11414 FOR 14° 1Jl/56C 48" 0/C 51AGGER£D SIDE TO MATCH BEAM WIDTH. ",IMPSON" M11414 FOR 14" TJI/60C 1O SIDE. �,„p - Pt T.D. \ .- 2 - NIO NAILS _--_. _.. lihk • - Ill lit ; "51MPSCN4" LU92O - 1 er: : 14' 1JI/'ice f i~� < �' I `1 WIZ y - WEB 9(166. <_ I TJI BLIc'G. I "91MF'9ON" 1r414 I - i'`'ce 16.1a 8" O/C \ l ��\ TJI FLDOR JOISTg 9TAGGEREU "91MP9OrP' 17414 FOR • T I FLOOR JJISTg 806 9E 3FIERf AN Slf 1 �_ (SEE FLOOR FRAMING TJI FLOOR 401979 (MINIMUM NAILING) i4" TJI/55C\ \ FOR 911E d SPACINCiJ (9EE FLOOR FRAMING SEE SHEARLUAL.1 "91r1PWON" MIT 3514 FOR (SEE FLOOR FRAI1IN6 PORTLAND, OR 91114-4666: -2 X 8 BLK'G. FOR 911E d SPACING) SCHEDULE. 14" TJI/35C FOR 61a 4 9PAC1N-3) 503 / 2 3 1 - 1 I i 2 p 2X68LK'G. --- FAx 503/ 731 - 0311 GL ESM. (SEI `- 9"rL. BM. SEE PLAN '. /'., FLOOR PLAN) _ ? x b 9Tt1D9 d 16" O/C I 2 x 14 STAIR ---- --< / 2 x 8 24" O/G - 9TRINGE �•-,\ - 0 17' O/C. 2 ? x 8 BOCCI. �.. 2 3 Ct-2,7--- . ... -- '91rIP5ON• Lug?10 $5.1 ' ' ''Q S5.1 '` • ''-a i N 2- 1/2" m DRILLED / 5/8" G.W.B. --1 -2 x 6 5 I6" O/C - A 4G4-4OR BOL T5. ,- 11 7 x b PR TR W/ O / 7-- ?" m DRILLEDW/ Z `� ANCHOR BOLTS 7 5 48" 0/C. , �,\ U t \ PLD SEL 0 . .-....T...-/ 1! ' \11......7 SHEARWAL L _ LL._ " a � 3Gt-IEDULE. }i t�� `� 1I - l4 CONT. ? 14 CONT. 2 x 6 STUDS cJ Ib" O/C Il j - i '^ ti's '6" L 18" . ..,,, t .r_/i.N +mo b ,� �py.t�• / (E) 2 k 14 FLR 481 . (E) ? x 14 FLR J9T9. Q / PLY'D - - - F�LY'D. L� f1/ S / n el L.1 > 4 I - TJI t3LK'G, a 0 • 0... --- TJI BLK'G. < 18 1Ji4.---"1 yr. 1'4 `" ( ru- -- - -- Iii E - -- ..� ? X ' FUR. JJT9. -__ I 14" TJI FLR J515. SEE FLR FRM'G- PLAN I "91MP°aON" LU921O I: 1 Q L �- "SIMPSON" M5131 T- Ll5EWA 3/16" 1j W ib. WELD IF COL_ 1/4" V < WALL 19 LLC9 -� 1! CORRIDOR 0119 11 --- z THAN I/4" THICK �) 9TUDW/U �� " l E) ? k 4 9TUDWALL �I 2 i� 6 :STUDS 5 I b" 0/C � , 4::::[ �,' 3/4 DIA. M.B. PLAN - A I 1/4" BAr:K PLATE _ ; y I SEE SHEAfQWALL SC 4ED JL E Q BEAM SI � ,.,- 1/2" 1/2" x4" X8" te. r Y z 3 O 0 3 1/?" - ! IIV A6 8 I 1 5" •�- •- • ,� k.----Ail 5;,6 S5.1 ''' ''�' 55.1 , ''• ''� _ 'Q � � ,� - % S5.1 • , t( I/4" SIDE PLATES ---"7-'---7// It --- W 12 el "Cr co 1/2° BOTTOM PLATE I 1 1 I/2",Jr' \y 3" MIr1 5/lb PL; t4� I V PRO"+ECr 1 9321 _..- 3/16" x 5" X 3" BENT e. - 7 • 1JI BLK'G. Zit ?4" 0/C - (F.) WALL W/ IOd �1 b" O/C, �` I 1/6 (E) CHIMNEY- �,,, 119 W/ EF1D BLOCK ATTACHED / -:./8" (E) CHIMNEY UJ/ k 5" " 0 , I�. -- I/?" x d^lx/2"e PT.,: �. d W/ 4- IOd NAILS 0 3" O/C 4_______--- // STAGGERED. _ W/ Ud a'1 6" O/C, 5 x 5 x 1/2" 15. - 3/1/1 Mir(• 9TAGGE-RC-D. GAP 9TA.SGERED- \ GA i ROOF FRAMING DETAILS \\ _ _. BEAM - 5E1 PLAN -� PLY'D. • :__ ^ r ;I = �y - 1f� - -..._ IL i J - --=- f i Ar I /d" SIDE PLATF.9----"--- 1r` II -.--- Y I REVIEWED 8Y • 11-1YY 1 . , __. • TJI FLR 401979 - // DATE* 1/II/96 0 I6" O/C ----ATI( 11 TJI PLR JOISTS -- �Y II I (F) 2 x 'a 401919 a7 16" 0/C DBL tJl - REVISIONS!V \ �;, 5/16 l� TY �\ 1JI BLK'G. W/ END BLOCKS - ATTACHED 0- BAYS) 5 X 5 k 1/2" 15. ----_ PROVIDE 5 12" 0/C• `` © nal `Gj�v OtNZ �--- (E) CONC. WALL � 6212 `-� - _-_--_ 4 is 12 R. TR LEDGER W/-__---1 • \- ' -- 3/4" 4) DRILLED ANCHORS a7 8" O/C V N.-'''' \ jW 11191 CONDITION I@ SKEWED CONDITION @ SIM. R `"III it, 5 9 C1:..).1 11 56.1 mS .1 . 55.1 EXTEND TO SECOND JOIST _- f -16c1 as 8" O/C MINIMUM. ,/-- Z1: 4 FLAT BLK'G. 12" NAILER ? Al AL1 UN9UPPORTEl7 FLOOR JOIST I JO °>FK7UA I PLYWOOD PANEI EDGES. FOR CLARITY - I- - 31MT"3O14" y \! 1 Gl_f'9 3/Ib �� 3/16--.449"----------- 1/4" STIFF. i�. L--- W 12 SIDE. j»Y `0+ P[bon, Inc. Y y I I \C I_NE�P� i' 1 1 \\ W/ 4- 3/4" m F301.15. JOISTS (SEE PLAN) - I Consulting Structural E►�Lneera 3"m 51!). 9TL PIPE COL I FILLET WELD Ports Oregon '.1720Stark Suite 95 - 2 X 6 STUDS AT Ib" 0/C I I • i I l SIZE tO 71e1 (609 2�-t2e6 ?at (�U9) Z26-3190 �� 4 �--PLYWOOD (°vE9 9HEARWALL SCHEDULE) I I V \ MATCH COL -1./Vi THICKNESS. . �ssj 12AIPCHItskrtA.R rapr oo • I^S5.1 . VP r-o• I'• i'O' cotton erx nr+en. Is aerietlky� �ARGI�II1ECt+L wrrttar+perugulotl 0 9S4SIIUP6-11449 9845 SW Walnut Pl. 2'1 of53�;•,' 11 T71111l 111IIj1 111I111 Ijlll 11111111 1i I !I1 1 11T1r11 1111119 1111( r 111 111 Tj1 111 111 III !jl ! ! !�! 111 1�1 Ijl I�I 1�1 Ijr 1 1 T�I 1�1 l�l lI► I�I Ijt Ijljl�l 1j! Ijl Ij! I I ' R I II l IF THIS DOCUMENT TS LESS I 1 1 1 I I 1 4 1 I 1 p 1 l I 1 1 ui ( I lII 1 I �� LEGIBLE THAN THIS NOTATION, 1 2 JI 41 _.1 I 6I 111/1 - �8L.__. -_1 1----- --1 _- (J a IT IS DUE TO THE QUALITY OF No 3g � /9i7 'tY'= 37. THE ORIGINAL DOCUMENT. fi L 9L Lt _ _-.-- 911! �Z G fi �G i�L O S 8 I IBI L l 9[ A I 6 i fit G�i [I i -8 L �9 Si t �fi iL i���n� Iltjlll litill� ligil1III� H11?�1� 119111111 11IIIg11►1I11�� 111�I��I� ���� ���Ii�►�����►SII►�� ►�� ���������1���jl�jj� �����G1��������T��I����l����f���l�►�����f��������III�I��If��ilf�if�f�lll�f�flf��fll�l��► � ������������I I��IIIII�i���� ��I���111�11�111I111111111���111���1�f�fjN�1 30X TIIIIMIIIIIIIMNIIMINIMIIMMI=MINIlwommialmw 11111111111N __ ‘.. . - ...--______._________ • ___ pillir............................, alEr,>,IIININt, • SCISSOR TRUSSES -_- .\ /./:/ 9 24" 0/C a� SIM. / • .._ 2 x b STUDS --- a7 16" 0/C . F T'D. 2- 16d NAILS ----� 3 t ,..,,,,,•.---- - ..._- �'� l \ ` / Til EA. TJI BL_K'G. ROOF PI_Y'D. - 7, rr ,. - 2x BL K'G. MK"G. ., -- ik 3 loa r;� 3- IOd ; � 64 I a K 6 cL'G. 3 Iva A R c H I 1 E G 7• L �d► rJl BLK'G. - // /:- • ----. . / - MANJF. PRE°,gPl1�TE r IANUF. F'R! 84PlATE J018Tg nd ?4" O/G Ext a7 B" OiC TRI;SSE9 �1 24" O/C T)3JSBE8 9 ?4" O/G ���` �` ` PORTLAND 14-4666 6C6 51. 54413RMAN 51REET MIS) _ \ "5R iF'90N" H?5 �.___� �` "5911MP50rl' H,2.5 -- ` 3 O 3 / 2 3 I 1 12 2 "91MP90N" H2�i \' `� FAX 5 0 3/ 2 3 1 -0 9 1 1 --� --- 9 EA TRU99. • i. ROOF JOIST ' �� � ` 1� EA TRiJ99. ��\`\ - �`�` (SEE PLAN) _ _._ - : _____,===„,.. Ia. PO''D. / \ \ t • / 2x6LFDGERUL \ 2 Ibd 61 EA STUD. y���O „a - 2 .x 6 LEDGER W/ 2 X 6 9TUDJ / 1%/ / 2 x 6 LEDGER W/ =`� � j-� 2- IE�d iil EA. STUD. �� 2 Ibd til EA. :>TUD. 9Ib" O/C I TXb ?OLEL 2 X TOENAIL6 4" LEDGER b 41 Ib' O/C 2 x 6 d 16" J/C i' 2 X 6 bl Ib" 0/C lJi 2IOd EA SIDE. _.--- / 1 k 6 9 24" 0/C -•-- TOENAC � TO 24O/DGER TOENAIL TO l_EC At R W! 2 IOd EA SIDE. I MASONRY vENEER -V W/ 2- 1Od EA SIDE , MIN. 9 GAUGE CV. WIRE MA5ONR7 -J , ____)t_____ - N 5 1/8" x 12" GL y}j ANCHORS SPACED 50 A9 TO SUPPORT - {,L, WINDOW NPR. ( NOT MORE 'THAN 7 SQUARE FEEL • BEYOND. OF WALL AREA Mr NOT MORE THAN 0 74 INCHES ON CFNTER HORIZONTALLY. NUJ U w 74- 1 1 I'o • S6.1 S6.1 - i S6.1 I' I' S6.1 Q LLID o n / o 0 / ,..........,......:,_. 5/8" PL7'D. �� bib" Pi 7 D. , , , ^Y.��., ? J 6 LEDGER W/ W / ?- Ind d EA TRU55. Ilit \\ -'a SC15SOR TRUSSESlt- (1 z i "SIMPSON" LB26j_, > . _ i•ty HANGERS. 9 24" 0/C a7 SIM. n x ` �. RF. PL'+"'D. --� _ RF. PL YD. „ ci f__ a 1. ',,,, . z „,„0,---.......- _ , // .\<4;::, ////// ''''*''''''''''''' '''''',-,.„._„.„. . Z Q 2 k 6 RAFTERS - ,. `� _ \`-. . • ` • o - y IOd 45 i 2X6CL'G. r� 1 } IOQ // \ MANUF. PRE93•PLATE JOISTS S ?4" O/C �� -_�� '` / TRUSSES 9 24" O/C MANUF. PRES9-PLATE ----/ MANUF. PR` s5-PLATE 0 TRUSSES TJ 24' 0/C TRUSSES a7 24" 0/G '°` -SPIKE 2x6 BLK'G. TO SPIKE 2x6 BLK'G. TO y "91MF'90N" H?5 GL. W/ 16d 9 3" 0/C GL W/ Ibd 9 3" 0/C f� I 6 EA. TT use. "SIM%-50N" H2.5 0 13 // 8TAGGEt2ED. / STAGGEDRED. f • • - 'cJ EA TRU9A. _ \` m c.a__cc -___ _-_ .�,_..--------• A ? x 6 LEDGER W/ - I�il��y - ?- 16d c'1 EA 9TUC� 2 X 6 a7 Ib" O/C - \- 2 X 6 LEDGER W/ i ,� 2 k 6 as 24" 0/C IZ' 2- 16d 81 EA STUD. • y -- 6 3/4 x ?2 1/?" GL TOENAIL 10 LEDGER \ PRO.�GT 9321 • t e • - WEB BLK'G. �) ` W/ ? 10d EA. SIDE �� TOENAIL TO LET?GER \.. • - _r SI "SIMPERS" U?6 ,/ I WINDOW HEADER - SEE -� Y _ U/ 2- IOJ EA. SIDE. y HAI•IGERS. ROOF FRAf11NG PLAN. GONTtPItS ' �� • _ �-•l - _ -� ROOF FRAMING DETAILS • -.-:;;;;- t 1 -f--- \ N0 718" TX 9 14" O/G �� - �� ► - UINDOWG SEE ARCH.- • 5. -- 'SIMPSON" MIT 3518 - HANGERS. L-- 2 x 6 CLC--. JOISTS 24" 0/C - 6 3/4 x 22 U2" L. ? x 6 a Ib" O/C - - -4._ REVIEWED BY TN 2 6 W ib" O/C -^� VVV . '--A• -* DATE1 1/I/96 REVISIONS ._.----66.:-) 7 , t FRS'© 56.1 Eli) 6 ��•4�Utr,��� �. S6.1 . � 6.1 • I' 0272 •RECON '✓•*I 14,4„ Z1 Q ____- 6 3/4" L. BM. RF. PLY'D. - Y W. ES o� �: -.a �4-%list/°57 ,-- END OF GLUCAN BEAM SIMPSON" LSIA9---., TO EXTEND TO FACE OF a'7 24° O/C. 1• "gIMP90N" A34 -- i� " SADDLE MINIMUM. AT EA SIDE, STAGGERED. \ N" 3 x 4\ IMP5O W/ 10• IOd NAILS. - MAY CANTILEVER BEYOND 1 BEVELEDEIKE TO GL. W/-� \ `\�� ,_- JOIN A• N COLUMNOR TWO. BEAMS STAGGERED. \� �>> L/? L/2 \ • -------cot-ft. 2x 6 I _ r 11;2' USE 4" IF At tNh C7F BEAM ? X 8 W/ 3 - ROOF PLY'D. 7t%�� USE I I/2" IF BEAM EXTENDS I6d a'0 16" 0/C. ` _ T _ � Ys I'C.R IF TWO BEAM JOIN t3ELOW\ itill*1 I t \ "---MAI IUF. SCISSOR TRUSSES may . > 9 24" O/G 2 x 6 FLAT ESL K'G. ON " °31MPSON" Z-CLIPS 6 24" O/C. 3" I 1:1_1:7-- 3/4" N M.B. FiT}I6" O/C ~``� 31MF?5Ot!' H1.5 \ / --"5IMP5ON" 142.5 I4 3/8" BIDE PLATES. s=�� \__._.2 : 4 OUTLOOKER r? - ? X 6 BLK'G. • -- BOTTOM PLATE, 2 x 8 as 24" O/G"SIMPSON" LUS26 --i I / I I\ 3/8" p� SCHEDULE 1 1`�_ ... ? X 6 StuD9 a7 16" O/C IOd Td 6" !>!C ��/ \\\ ��q9.C T U PLATE SCHEVU�E SIZE of FILLET WELD . :,,, I! � t0 MA1CH COLUMN . 11 MARK L 14 MAXIMUM (INCHES) (INCHES) Iqt 1 THICKNESS. _�` isines 0. PiCTIPCM, Inc. A 12 12 +50675 LEIfS- `'-- - COLUMN SEE PLANS. ►� �.si \ - �`, . %145) J B 15 15 63281 LBS. >_-�._.L �� ----- "SIMPSON" H2.5 4.1%/CI N-0-' C 18 It 159311 LBS. 11/M/415 SEE gHEARWALI -- � -- - -4- 3/8" SIDE PTA"E \ `C LE MANUF, PFtES9PLAT- Consulting Structural Engineers MANUF. Pi 59 PLACE �� y -l- TRUSSES a'1 24" O/C. 320 S.W. Stark, Suite 838 TRUSSES a'1 24" 0/C. 21 ` 18 _r 88694 1�9. L% 2 X 6 STUDS --- ��1► Portland. Oregon 97204 v_ ,' BOTTOM ` �'� aI 16" 0/C l%1 (803) 228-1286 hs (609) ":'8 9130 I - I` `� - 0 3/4" X30" GL IL �`�--- I 1/2" x 13 1/4" TIMBERSTRAND _ --- ONIAPilli STUDS 9 16" 0/C. I/4' - • '�.�� 3/A" v C, 4 FDGE DETAIL. i I r•ro J 11 T"Re c'tTatE Ie trt,s exclretvt opS-=I1 a 9 CO) _ _ o� _-._._--� _12 - I• 1 Fero lolLT�-Aj e tancm .I•" IO celtivrl inserts 7• etrlctH(JP96-0449 S6.1 I. • „,7,, S6.1 I • O S6.1 --- of ARCHITECT•L A > >845 SW Walnut PI 28 of53--,' - t fir • TF THIS D0''HMFNT TS LESS T�f11111'IIIIIIIIIII111 VIII I 1111TH VIII Ill;llll 11111( I�llillllllll I I�IIIIIIIIIIIII IIII!IIIIIIIIIIIIIIIIIIIIIIII I IIII1�111�11111�11I1�1�11111�1 IIIIIIIIIII1IIIIIIIIIIII�I I LEGIBLE THAN THIS NOTATION, 11 �I l 41__- II- � I V� l/'1 � I }y`1 I }V' ---1 1rr� 3 0 XJ( / IT IS DILE TO THE QUALITY OF 9(. 1 c) / N.ld Rj•�i„' THE ORIGINAL DOCUMENT. t ?j S 8i6L� t CIZII liIBILI t t8119t1LiiIft1 4i1511IT[ P,iIaiI-i I119 II9 IIfII Iji-I 11IL"IiII t � II II���IIIili IIII II IIII IIII IIII IIIICIE Ili IIII IIII IIIIIIIIII IIII It IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII Illi IIll�llll IIII IIII at IIII IIII IIII IIIIIli-1lliIIII IIII IIIIIIIII IIII IIII IIII ILII IIII IIII IIII IIII IIIIIIIIII,,,IIINiI • ..... .mw*""'w. . ...•'"A+ n+Itt,k 11x. - r:lc:y:..•u..:..•,"" t:4"4" ~— - _ .� __� �— �, ... - af, .+11 `1 �..�._�- 4 ' . �.-_��__ -3 r . I k ` - 3 k 4 FLAT Bt-K-'G. �'f�� — PLT-T..). 2 x 6 STUDS 'la ib" O/c ----\ j A . 6 24' . TRiyPr9E9 -- ^ 2 x 6 STUD EA SIDE /41111111H ., �/ fl 24" iJ/C. OF is. COL. --TAT ' Z`�- -i'I' '_ \. 1"__/N r 'S X 5x3/8" T5. --� "' - -_ - ---- SI_K'G. �► f� +-5-1L2- 5 1/2"y LOLUMN. `� -- —• OPEN -' \1/ OPEN r, ��• r I C=' TYP. Ib "9 MP3CN1" A34 3/Ib • I ITYP_) / I � I I/4" 5 I/?" BENT fp. --Xi-` ( i w/ 4- 168 EA SIDE. � 3/16 , , — A R G N I T E C T• L A` I I�, 2x6STUDS •8116Y 0/c .i ! L •-J_�._L i i , ' _ _ ���� I 5 X �J TS, COL. -�_.- ' 0 8C5 S.E. ./�i.Iv AN STREET PORTL"91MF'9ON" M'�T136 I tirl I IL---5 I/8" GL 4' It 5 Atm. OR 91?14-4bbb A � I/8' iil_ F A 5 0 3 1 1 3 1 1 DHl_ 2 x 6 I I I 9hY?5 NOT °SNO!!AJ - - - I I DBL 2n6 I FOR CLARITY. FAX 503/ 131 - 031 -1 TOP PLAN IOP PLATE. / 3 X 4 FLAT HLK'G I I �1�_— _ _ I/4' x 9" BFtJt /4" 5" BENT le. `I tr. W/ 2 3/4" 0 M.H. /// ^\/ I I UV 2- 3/4" 0 M.B. I _—_.1� 1 L__� h` P'P OP4 A34 / SIf TYPJ 1/4" A 5 3/4" x 9" 9 t5 �)t1AJ NOT ' 4 / "SIMPSON" MS11a6 END f!' Y CLARITY. y• 5X5x3/16" 15. • A a �, ( ti ) • �1ECL 5 I/4 4r I °�Ink 2 0 58.2 �' —•� Z tTYP.) �.J 4 + 6 POST U ii.i f lL OE f - 5 x 5 :x 3,6" TS. -� - 6 3/4" x 30" Gl_ c h v CK-,E N teCOLUMN `�'� - -- I r'"' --- DBL 2X6 �' D 0 3/!�r I ` O 3 x 4 FL Al HLKG. Q � `�� . 6' T0 �3/16 • �___. -���� '511'91'30N" ♦a• I ,1, -_- _ I !!?" 1 __ to I I AD :5. 1/4" k 5" BENT "SIMPSON" M5T136 - \ 3/4" SIDE PLS. Z • Ui' 2 3/4" 4' 11.8. / \ W/ 2- 3/4" 4> M.H. �_ 4 J Z �l i/4" x 3/4'' X 8 1/?" i/4 k 5 3/4" x 9" END 9 ' �. END !)_. 7,) STUDS NOT SNOIUN -------- r^� + 9. ' --------- F CLARITY ^ C1 , S 6.2 I• , I o• Oe.. (� �— 3/8" SIDE PLATE �,L� � - } ct u„ - 3/4' BOTTOM l . D • " 1 ; I co 1/4" < Gn M • 3/8 EDGE DETAIL t 3"•r-O• 5 36.2 I•.14 PROJECT 1 9311 CONTENTS 1 t FLOOR FRAMING DETAILS REV IE•u1FD HY I 111 DATE , 1/11/96 REVISIONS t 72$R'' ,,,..A,u3 '1 t mom R)' M1. 6": f 6.9.1/4%.r9( 1 4 • 1,0 AVCT Joints (1. Pierson, Inc. \-:-' -,,,--,.'•- o-,//7 \--6.4/6NEEP.'/ tl• .� A 4 Consulting Structured Engineers e �~ '' 920 9.W. Stark, Suite 636• Portland, Oregon G7204 "'" Tel. (E95) V8-1288 Pas (BOB) 228-3180 i",,! . A+K;,r. . 5 2 S . 2 , . THe dsoA►q to the ac4 d ARGNIIEC •L A Rewe, or p.,l?ncetton i• etrtc 98455 0449 ©caorrbht____.__ Ir1tt/n .__� 9845 SW Walnut Pl. iTicCt•L A 29 of SI-Cs ' toley, �t.,Ing„ ..f'I ..._.. ..."... ., �+.-..rn"""""'" =-_ l9rRl!l1lMgR. .....,,. >:.....- .. -. +.�».r .�........ �....�.. ..,- a�.� ,rr+��r 1 IF THIS DOCUMF..!T IS LESS TIfTIl III III 111 11f I ! III 11t11IT III !1T 111 Ill III i I 1111 Tll lI' III III III III i III III ISI III Ijl Tll III 1 II111 111 1111111 III III IIIIII1 IIP II! III I I „,.,,.,... ' '1 � 1 I � IIiI ' I � ll l � 111 � 1 1 1 1 1 1 1 1 I l - ; i LEGIBLE THAN THIS NOTATION, 11 4L • 41 —6� — I 5�---� 9J_-� ion{_ l 11 I ' I IT IS DUF, TO THE QUALITY OF THF ORIGINAL DOCUMENT, ( T l 1 + i i -E .� BI- LT7Z B�Z �Z B'7. 1116 I IIZ I O1-Z g1t Ali II Lr 9� I �t SII I Slt I EIt I tlt I �t I I �I IL IA I I I IL I �Ton�,>Iwl IIIIQOI��II; IIII IIIIIIIII IIIIII: IIIIIIIIIII IIIIIIIIIIIIII IIII IIIIIIIIIIIIII II I IIII IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIII I I 1111111 IIII 11�� r���I��11 I II�� IIII ���� ��id fl ���) 1�1� ll �1�� ��Id H11 1M ��I� �.11 1 H1H IIIIIIIII IIII IIII IIII IIIIIIIII IIII IIII �11�6W11 30X • f • Fr • � \ / \-------.. ? x6ai? o/c • �f l `` ARCH ! tEG T• LA -------------- --------- '-'-/\\ - 2 //O \` �i'�'//\ _y \`\ \ 1 1I �\ 805 9 51 IFR11.W 31T1 ,/ \ '\ '<,,..z...,.:.,. POR71�11 D, OR 9711416(�b / —� / \�/ 503 / 231 - 1 122 -�� - L__ _ � ! _ - \ ...r...__ ! _ _ FAX 503/231 311 _ 8 O ( ( I �i/ \) f'RE99 PI.A EAli I 6 3/4" X 72 I/1" Ctrl \ / 2 X 661 24" OIG \ - o_ _� / ' MANUf. PRE96 PLATE ! . I _ IR15.rE9 6J ?4" O/C \ / ♦ 1RU9t3E5 6! ?4" O/C I • _____ �\ I / r .- bx I? WINDOIU \ vii • LOBBY HEADER. r � 6xsWINDOW — • HEADER . © 214 3 3 a, 511-t / yc 4 12 U I\ ,--� -� - 2 k 6 9 Ib" 0/C // ;- \ -- I— —I.__ I I _.1 _ I !1 1 \ 91MP8ON LU9210 I �I_ -- \ -- ,-.4___ _ _ - Ji it. „i 1 I4” TJI qQ 24' O/C. -1 ' ' 2 x 8 BLK'G. I LU , , • + 1 ? x 14StAIR --1 I• 5rRINGER9 , �_ - ---- 2 x 6 BL_K'G. '}"� 1 tf I?" O/C. I —— T O 141EN SHOWER LOBBY 1 1 _1 II 113A 114-• Y-� 1 \ Q \ 1 I I 'Q IT 0 0 II ...,_ 111 • • L. __ J r.1..1 _! 1 in • 0 a 9 di 9 -fes, "Q [) in 91M. i. -* \\� /� fib. 5IM. \ MANUF. I 1 / \\\ '\1 /� �. 9G1 \ - \ \ „,_,..„..,,,,, ,,,.,:,,,,,,, ,,,,,x MAI IUF. / � TRu9sEs sciesoR r- '/ 1 / \ SEE GYM ,' z� 14”O/C I "5MF'9ON" HANGER 1 \\v,„,(1) PRO..ECT r 9371 \ \ SEE GYM I I 1 I FRAMINCs / PLAN.IS I I 1 r.' PLAN. I i— ( � ,� _ ►� I 1 \ u 1 I `- - - -_ _ — — 1 CONTENTS . H1\ / I, T'V \ 1 — �fl ll j BUILDING 9KTION9 • 1\ " ? k 6 24" o/G -� 1 1 \ 18" IJI 9 24" 0/CI • I MANUF, PRE9L' PLATE 6 3/4" X ?? 1/2" GI__--' � . I 6 3/4" x 22 1/2" 61._-- ' I TRUSSES o1 24" O/C 1 I MANUF, PRE99 PLA1E - 1 / \ / • TRUSSES a 24"0/C \ / 5 1/8" x 17' CIL. WINIICJW ---�-y\/ • \ \ r HEADER BEYOND. REVIEWED Err " TN IPATE r 1/11/96 //' !7:,:;) • ROOF �NW 7-- Jo(E)19TSx a4 Ib" O/G. ci:::::::„. • 444 � ••- or✓� C _ \`, i--(E) n 6 PURLING � �\ .'• a 3'-O' 0/C. \• �; m -2 k 4 ROOF JOISTS I6" O/C • -2 X t• LEDGER W/ (E) GL.uLAM ARCH, \ ?- 166 a EA. STUD. —` REPLACE: Eki9T, ----- 1 2 X 6 91009, . ? X 8 LEDGER W/ }���ccc\ / 3 16d S EA STUD EXTERIOR WALL I it \ 2 x 6 a 24" O/C �/ ,. MANUF, W/ ? x 6 9TUC�9 5C 195oR TOENAIL TO LEDGER TRU99E5 SUPPORTED BY __ _ W/ ?- ICk' EA EDGE. 'k 1/4" X 6 3/4" x 12 1/4" ?4" 0/C -? k 8 &t 24"0/C 5 I/8" 15" 6L. I — A END l . lW 3- 3/4" MB. 1 SEE GYM , 2X6Ll [h;ERW,' ? 16d6EASTUD. j FRAMING • PLAN. \` -2x 13LK'G. ! 2 7X 6 CCG. Jc)19T9 >9 24" U/G 7i - 1 I)• I/4 ' W/ ''91N1PSON" LU926 HANGER" !: 2 X 6 BLK'G. / \ -_-- - SEE 9NEARWALL SCHEDULE. —174--17-49---...,`._ _ I'_•-. ---we 3 i 4 V �' I 3 ? x 6 91UL"'9 c'11 Ib" C?/c, -� -13" 3" "91MP9ON" HANGER / \ -- MA50NRY BRICK VENEER W/ I I MIN. 9 GAGE CiALV. WIRE MASONRY ' L __ J g ''-��9� I i I ANCHORS SPACED 50 AS TO SUPPORT I - 1/4" - 1/4" Il NOT MORE THAN 2 SQUARE FEET �� 1/?" J. I j Q__ __ "5(Mf'9ON" L51424 I WALLAREA BUT NOT MORE 1NAN Vd' X 3" BENT -11� / 5 I/8 ) 15 GL 33/8" I. 3 318" p��� ` S EVER" OTHER IJI 18" TJ1 a 24" 0/C - 1 I -- -_--- — r 24 INCHES ON CENTER HORIZONTALLY, W/ 12- 16d NAILS. / I A 'y +� J74in�1 ac+w�iir Inc. 6 3/4" x 22 I/2" Gl.,--� I -7- -_.- _ .-1 '" 4 +f tpno• 164_,y/r/7 fi '' N- 4" cONC. SLAB OVER 7" SAND FILL II ,IFIII- I 1 I- SECTION A-A "C�f: • 5 I/8" x 12" GL. WINDOW -- \ / ,�, I_. _I r I I r 1 ' / VAPOR BARRIER ENL fr. up 3 3/4" m t�.B. v-\� � HEADER BEYOND. - �-Ty 6" GRAVEL FILL I ��'--- (E) GLUCAN ARCH, (E) STEEL JOISTS -� OVER COMPACTED FILL. Coneulttng Structure! E lneere 1 I 320 9.1I. £tterk, Suite 3tS �* I -v-`- Por lend, Oreton fl7Q04 (E) RETAINI)4G WALL ----�� 141. hl (1309) 226 12BA Phx (150:1) 220-3E90 ,1.? ,,_,, ,.,: „. . 5 . 6 \ 75 --.1 1 S7.� V4"= 1'•0 37.1 A'L,7 .�+ T. /< _ I p S7.1 4 L.j �rt�.TG io ...` I/4•• 1'-0" • Tile ,*a�g �le the orxr- aive of ARCHITECT•L A Rime,wl tlan or . 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[3LY,'G. 1\\ 1 HEADER BEYOND. —�\ / Q D - DBL 2 x 6 TOP IQ. -----\ �� 1 ter' . . /. �/. /. . . . . /�,`- .�/�� / —"-- 2 x 6 STUDS a7 Ib" 0/C. \ .-// / (() III t 2 X 6 STUDS 2D 16" 0/C— , x 6 STUDS 'cJ iI6 O/C ; x 6 ST t55 a'7 16" 0/C in 0 W \ / \ r1,77---.7;J-•--;--------------- ^may- - - "91MP50N" ECC. 5 1/4-4 ,---->•-- .. 118" k 1G 1/2" GL ` 5 1/8" x 10 10" GL. -�; A 3 X 4 FLAT — / I 1 1 •""'• 11 t ti I j3- `C�.n v4". P V \� IN I I i OPEN �I�-'�J 1 1 1 SZ' opEN I _ 3 x 4 FLAT BLK'G. W/ \L,_,\: �- I / ` _ 1 -� "31MP50N" .134 NNGR5. PRO ECT I 9321 2 X 6 STUDS 0 =6" 0/C } K #x 1 51U1�5 c'a Ib" Cj/C I r /C CONTENTS = 115T-1-1 BUILDING 9ECTION9 • , i! "SIMPSON" HD2A _ '1 ' I ON DBL_ 2 x 6 \.iir �1 I �, - a F ` 4 k 6 P097 // ~ TYP. r -t- I t -`t r t _ t (TYP. EA. SIDE // ' L J J J JJ— J OF WINDOW) RivIE]ilED BY = TH DATE = 1/Ii/96 2xbPR. TR. re. SEE S•-iEARWALL \�.. '�% R)ry1510115 = SCHEDULE FOR A.O. // `--- ' , ,4 PROF4 .......„..--7---;_------ ,..../ 2 x 8 1 24" 0/C -\ _c__-- . --- -_f_ Y MAI'JF- SCISSOR TRUSSES SIM. a�,� / I ) RY W. ESS ' \ 1 / I �- // I II (� �� -- ) �- MASONRY - vFNEER 1/4". 1'-O"`I ‘:57.2 \ J 7 k 6 STUDS alb" 0/C /- / 6 3/4" X 30" GL // ' T ' $ I I MULTI PURPOSE ROOM f-YO11'7. �� � � I (51,...4"--)______,/ \ WOOD SIDING --_-_-0--- BRIG- I 1 �uCTtJ >� \ I 1 1 0�A R\�\ ��-_- I I!?" x I/4" 11Mf�ERSTRAidC STUDS cil Ib" O/f: I I (.. /� I ,� r� i James 0. Pierson, Inc. _ ‘ 1 Once 1,4______,!. /7 >f-- - SIFT F NDATiON / --- --- -- - -_— - -__-_-- —__� - - -- / . 1 K CI EE. (�'� \ , Consulting Structural Engineers *___--I\ I I / \\ 920 S.W. Steric. Suite 898 Jrj Portland, Oregon 97204 — --- -_ —I — ` TeL rsosi 228-1286 1 003) 226-3130 11'-8" b' U" ' 8' O" r 11'-O" Il'-4" OPE. \ / \ Cf.__ 1 O .�� *k%) I S 7.2 I/6"" I'a 11W 1/.1" I Cr' ACNTEGT.L Ale ars=n or tettec by any n=to tgr of ARGF1ItECT•L A iii-j 31 f3UP96-11449. 9845 copyrlpl+ t___... ---'I," SW Walnut PI. •rwr 31 of 53�'ti IF THIS DOCUMENT 1S LESS ii 111111-IIjiiii i[FriII ill17111ii IIiIIII 111Itit t1t111t t1111�1 Iltllit 1111111 1111111 VIIII II ILII VIII 1ti11T�tit�t11 1 Tililllit1) t t llillllllll;i'I illll11li1i�LEGIBLE, THAN THlc NOTATION, I 11 G( � I - 41 I J1 I 6� I I I �I �� —1-- -- � 111 i I I( n IT IS DUE '10 TH1. QUALITY OF �'�PE 9t/l'V 1 40; q •• TILE. ORIGINAL. DOCUMENT. j T l -( ( j i 1 r llll 1111 IIIII1111 IIIIIIIIIIIIIIIIIIil I IIIIIIIII Illlllllllllll�llillllll�lllI MI IIIIII11111illM ILII I llltllllllll�lllllllll�l►lilillI MI ills )iilliii��iHHHI Il tnl�)ni�iiiilW ilii�ii)iliill MI IIIL iiltll VIII l�lMh1.14;l1.1111 ll�1141Mhllilu�il • • i IFNI 3•. J AlAllik '` (E) 1X4ROOF -, • ' JOISTS 6 16" 0/c. ' A: •� 'V (E) .4 X b PURLINS �.•-.-' � .- IP 3'-O" O/C. ' Q9--- • . fteell /��/.. F__ (E) GLULAI`1 ARGN. 4 X 4 k 3116" Ts. : ,,.�' �.� , X 6 NA,Lr R w/ _- A R G N I T E G t• L A /,� % •'♦�1 ��. 144" X 1 9/4" LOI IG 3. ♦�♦♦ •'�\ I j ���, PNEUMATIC FASTENEi29 // .(t , REPLACE Ex191. �_ ♦♦♦♦♦ �/' ����, 4" O/C, 9tAGCaEREp. �/ E06 SE St,IERMAN !MEET 1 EXTERIOR WALL ♦ 4 X 6 X 3/16" T9. - � ;'• W/ 1 X 6 5%09 ♦♦♦' -\ ���� CONT, `�\ �/ PORTLAND, OR '91214-4666 SUPPORTED BY ♦ ♦♦ _i �`� •�� �' / / FAx 503/ 113 I 'O 3 I 1 (D{> DE11. CTIOrI 5 I/B XIS GL. ♦� / l. ♦! , —T ���� 4 X 6 X 3/Ib" T9. - 3/16 / / /// • I• -- (1 l)5 I/9" x l5" GL. i i1) DECKING -•-, 'N -/ / ---_- TO BE REUSED �, ----mt (N) ? x 6 1h711-HEARING -� - -- � .� / -- I I -- 9TUDWAIL 3 I // I,I3/I6� - • \ .111111011", / — �---- REMOVE IDoST, i/?" F'1 Y'D. 1� // // r - 9TUDWALL /// �'� 4.x 6 x 3/16" r.'- �N) I/1" m - DRILLA-1D I \,,•. 4X6X3/I6" T9. �. 1 COL. IIIII°_, / 9 4 91M. 9 ---3/1t--WG--------, ..-------% _ri / - -� 3i Ib rr " COL V ---- F.5. '' 115. 4':----- - 1.L,- (EJ GOPIG.9ALGONY --� I I 3/16" END I . P.9. Z . a I -- = 0 (E) STEEL JOISTS ll "----- (E) RETAINRNCi WALL • V /•.. .. 1 3 c Lu Qcy. • S7.3 Qom' r r .,- I 'a • (-2--- 7.�/�I_ "�� r�a•"1r '2 S7.3 � ,�� r . hT ��• O Q • a' 0 0 W W , I _l • Q (E.1 DECKING - BEVF1 FD 1 X 4 TO BE RFJSED. NAILER 4.-- }'� 1X6NAILER w/ W m • /2" PLY'D. 144" m X 13/4" LONG L Z�' PNEUMATIC FASTENERS T- 4 X 6 X 3/I6" 15. \\ j• a6 4" 0/C, STAGGERED. • • • . .,.. ;.,,,., ,a_.4., o. .; „„1„,„......., loop. . t. , 4;;-g_r tW%444/4* IC) _rz • 4x 6X3/Ib" T9. CO • • 4X6X3/16" T9, \ • 4 X 4 X 3/It , . ------- COL. -T\-...... { PROJECT ' 9321 0. • cO1JTENT9, FLOOR FRAMING PLAN • :Y Ci.E GI<< t/%►,f Gr IF L r.ha t4 • REVIEWED BY * TN • DATE , 1/11/96 REv19ION9, • EU PHi/F� �0v—c,rett y. 6`71 it llt t..c`' ,� N • �y w ESN14. - . 4' i . ,P. it , • r, y�PUC T-u f \L , 4F! ` , . srr• �rf1::!.,y' lames Cl. Pierson, Inc. v\wlitts,,,,or}-7 N,,c- NEEP Consulting Structure.I Engineers 320 S W Stark, Suite 696 Portland. Oregon 67'204 Tel: (5 03) 226--1286 az P (506) 226-3130 51 i Ills cfeeuulIrr��le the sxcijV,'e properly of ARCHITECT•L a Reese,reprodre lon a rcellon by mane is strictly iht+tted excepet by urttten perneeelrx, of ARCI IIT6CT•L A. F-i •i I,,,r, n i!'i 1` `,ll I,lalnur f'I. O Copyright 1997 •+�•7R11'"':k1F.a �A.,., .. ,, „ d ,. � ..,, :,,..,,.,�:" ., •,-.n.n.....,. i ..-. _......_._...,___._�.....,.��_._.. .... .... _...,+.,n—..-....,,,,.. ,. `�^ ... _»......�_.. .. ,.�..,....,..n..,.,.,.,..n.. ..,-.,..-+..-,.r..., .. ..- ,r..-.,. ..,. _ �. •.+wnw .................r�...... i ,; 1F THIS DOCUMENT JS LESS � Ilf 111 III III III III I III I I III III 1 � tit I�7 I�t ► 1 1�1 i�t t�l I I III III III I I III III III I I�I 1�1 1�1 1 1 1�T 1�T ijl i 1 III III I�I�I�I III III II 'I ,,,3. '1 I I I 1 1 1 TTI I 1 1 I I I I I 1 1 1 I I I I11 I I 1 4 1 I �+I I I �j 1 1 I I ��! LEGIBLE THAN THIS NOTATION, 1- 1 -� l vl . = �.� - V ��- "I 11'I I IT IS DUE TO THE QUALITY OF - yoke 9 Sf as THE ORIGINAL DOCUMENT. - - r- - Ti HTZ AlL Llit 91L �L �L EIL G�L ' IjL 00� + 8-11-1S1I L I ( 9li 1411 1611 16F1i 1 t I T I I i I I �B I �L I �I I9 I ji-11-8-1I 1Irein0 x(IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII illllllll IIII1II�IIIIIMU IIII HI IIII MI IIIIIIIIIIIIIIIIIIII�IIIIIIII IIII IIII IIII IIII IIII IIII i �I�I ilin IIII IIII IIII IIII 1111 IIII IIII MI IIII IIII IIII IIII IIII IIII II111 IIII IIII IIII IIII IIINWH . .,, j' w b e o- +...d.;R JSfYWa+„ie n�61G�M�i�J4_ if6d4Jw1 54�4J�sdu r,..u,.,_:,,,:d w. f6ltil5t< �. x� :•.,..tvir�u;.>,. ,,,aorr PY4�r, .cs,. v ..e>„au o-.�,v .w ,, ta., �>aWki � I,....wa ,.,.,,::.. �w' ..;.,.,eS.. ii.',.w:�.W;,•1�'"a +.v.tl3e...;,i{uxd.::.G, wawreii'nwM56i4S>�i.�.au`w+�?w�hr�: .....r.weWw i r ., ... a+•,�.e.... ,..... ..,,.......:, w{+ =k'Xtm,c .,,.,:;n+,:u+a, .....:c::A,( _ — i —„--:-., - ---.'. ' FIXTURE SCHEDULE ,/ I ' ,, ` / A TWO LAMP FOUR FOOT FLUORESCENT FIXTURE WITH ACRYLIC WRAPAROUND LENS. (2) F32T8 LAMPS, ELECTRONIC BALLAST I20V METALLX411.43-232A-120-E581 OR EQUAL. /- EXISTING SERVICE POLE411.43-232A-120-E581 TO REMAIN • Al SIMILAR TO A EXCEPTHO 8' USING WITH TANDEM 4' LAMPS AND (2) , I TWO LAMP BALLASTS. NEW SERVICE DROP fs'ROvIDED ----\ / I METALUX "8T-WB-2324-120-E582 OR EQUAL. BY PGE / 0 t B SURFACE MOUNT INDUSTRIAL FLUORESCENT WITH LENS AND WIRE / _.-40GUARG. 8' HOUSING WITH TANDEM 4' LAM'o5 AND 2 TWO LAMP �. �� DIMMING BALLASTS. 120v. �1EW WEATHERHEADS FOR —--f' ETALUX "8T-CGI-232-120-E582.-FR%PA-4FT-WCsG,DI-4FT-U OR OVERHEAD SERVICE ,-, --"' ,4 'GhITFCT 0 LA 5l, MCRMNd 1e'Lrl' PORTLA D,UR, /72/44666 C PRISMATIC HID FIXTURE WITH 250W METAL HALIDE LAMP. MOUN' AS 0 / 2 % 1 1 2 NIGH AS POSSIBLE. PROVIDE WIRE GUARD ` ( F, / 2 : - 1 1 2 172 NEW „'-BOX TO BACKFEED HUBBELL " SWD250H-91A5P-SWIVEL ALIGNER-wIRE GUARD EXISTING SERVICES NEW NEMA :R 8004 D RECESSED DOWNLIGHT WITH CLEAR ALZAK REFLECTOR AND BLACK STEP 120/208v SPH 4W , BAFFLE. 6' APERTURE. TWO FI3WTT COMPACT FLUORESCENT LAMPS. DISTRIBUTION BOARD HALO • H214R-•120v-405P - _—_iF--•_.-. Df SIMILAR ro D EXCEPT WITH SLOPE ADAPTER. .I6 �'" ,� 412' 12 - ROUTE THRU EXTERIOR LIGHTING D2 SEALED AND GASKETED DAMP LABEL SHOWER LIGHT. PROP OPAL LENS /1•'-, � +16 $ r CONTROL, SEE DETAIL, This SHEET �`� TWO F13TT COMPACT FLUORESCENT LAMPS. 2A ...---J LITHONIA 01..GF-2/13TT-6RW-FDL OR EQUAL. -r• .s E NOT USED. / U F WALL MOUNT FLUORESCENT FIXTURE. TWO LAMP WITH UP/DOWN LIGHT. +16' • 7 , ' WHITE FINISH 120v ELECTRONIC BALLAST MOUNT ABOVE MIRROR. (2) F32T8 LAMPS. g , ; 1 r kiC\ . LITHONIA WB-232-120-GEB-MW OR EQUAL . + .... .. �. �. •• G TWO LAMP FLUORESCENT STRIP. 120v ELECTRONIC BALLAST. (2) "y :l F32T8 LAMPS. • ��"• ' • r C).. METALUX SS 2.32 NR5 EB8' OR EQUAL. Q ,''� ' H SURFACE MOUNT METAL. SIDED 2X4 FLUORESCENT FIXTURE. (2) F32 y T8 LAMPS. 120v ELECTRONIC BALLAST. ACRYLIC PRISMATIC . DIFFUSER. � ......4 N t,k-ii 5 METALUX 2M 2324 120 EE381 OR EQUAL. .4 5 . i NOT USED • Q J SUSPENDED DIRECT/INDIRECT L IGHT FIXTURE. TWO F32T8 LAMPS IN C�). CROSS SECTION. DAMP LABEL. FOUR FOOT L4'MPS WITH (2) TWO �''` LAMP BALLASTS PER HOUSING PAINT ALL EXPOSED METAL i^ LEDALITE * 1526-2-0-0-0-120-LO-MG ,..,..„......, g•::1 14... : 4K GROUND MOUNTED FLOOR LIGHT. DIE CAST ALUMINUM HOUSING. it ALZAK ALUMINUM REFLECTOR 115W METAL HALIDE LAMP. PROVIDE POLYCARBONATE SHIELD AND STANCH .-/INr�OUNr KIM AFL3 115MH120-,4FL-L52 5M2 DBP PROVIDE CONCRETE AROUND STANCHION AS RECOMMENDED BY MANUFACTURER. - , _ Qt. , 3 L SIMILAR TO K ExCEPT 'IOW METAL HALIDE LAMP - NO SHIELD AND •,.. „,,...•MOUNTED TO J-BOX . KIM AFL3 10MH120-M-DB-P ‘1 o p 1 c:--, M DECORATIVE WALL BRACKET FIXTURE. UP/DOWN LIGHT MOUNTED TOE . POST. TWO 55W PAR 38 CAPSYLITE LAMS. G\ SEAGULL 08340-10 WITH 9008-12 SHIELD. • i 1 �\ EL.ECTR I C,4L SITE PL.Af_�1 N TWO CIRCUIT TRACK WITH ALL FITTINGS FEEDS. ET(:. FOR A \ _� SCALE: 1/8'=i'-0' COMPLETE AND OPERATIONAL. SYSTEM PROVIDE (8) HALO • L-146 93 NORTH PIPOJCGT, 21 �� HEADS WITH 45W PAR 30 CAPSYLITES. HALO POWER TRAC L640 SERIES TRACK GONI"CNl-5; 0 COMBINATION HEAT LAMP AND 'NORMAL' LIGHT. 250W HEAT LAMP 150W LAMP FOR 'NORMAL' LIGHT. EQUAL TO NUTONE. ELECTRICAL P TRANSLUCENT PEARL ONYX QUARTER SPHERE WALL BRACKET, F13W • 51?E PLAN DTT COMPACT FLUORESCENT LAMP. PHOTOCELL ON ROOF +18' FACE NORTH HALO H2595TP0 _ �\ EQUAL TO TORK. ,� PE 1PLV/CWCD BY; Q RECESSED 2X4 FLUORESCENT WITH (2) F32 IS LAMPS AND ELECTRONIC BALLAST. 4,CRYLIC PRISMATIC DIFFUSER. METALUX 2GP 232 A 120 EBB' OR EQUAL. 1 DArr 7/2 4/9 . R EXTERIOR WALL PACK 150W HPS LAMP. DIECAST .ALUMINUM 1, ."7 --- 1 ~lef1/15bN. • HOUSING INJECTION MOLDEDI POLYCARBONATE LENS. -_ — _-1 I MGGRAW EDISON MON-2W215, SINGLE CHANNEL DIGITAL-Z. _�-SINGLE POLE DOUBLE THROW CENTER OFF r �� J TIMECLOCK FOR LIGHTING ii—14,- SWITCH - PROVIDE PHENOLIC LABEL ' LIGHTING Rl SIMILAR TO R EXCEPT 10W HPS. OFF OVERRIDE - EQUAL TO CONTROL' LABEL POSITIONS 'ON', 'OFF', 'AUTO'. MCGRAW EDISON MON-2 W20-11 SANGAMO X DIE CAST ALUMINUM GREEN LED, BATTERY BACKUP LITHONIA LESIGELN ____� PANEL 2 A -----------5C✓TS 2, 4, 68 , FIXTURE SCHEDULE +____4, O 9 LIGHT FIXTURE - CEILING WALL BRACKET MOTOR OUTLET FOUR POLE RELAY IN NEMA 1 -~ _ --1- ENCLOSURE ASCO 05404-C C -T = I 0 RECESSED LIGHT FIXTURE - ROUND L E' DISCONNECT SWITCH - SAFETY, FUSED PROVIDE ADDITIONAL 4 POLE L _ _ .�-j RELAYS AS READ TO CONTROL A • 0 FLUORESCENT FIXTURE - SURFACE • 1011 BRANCH CIRCUIT PANEL - SURFACE± RECESSED, 412' TO TOP EXISTING EXTERIOR LIGHTING, ♦ . ( J FLUORESCENT FIXTURE - RECESSED m JUNCTION BOX TO SITE LrG ` � FLUORESCENT FIXTURE - WALL SEE SHEET E-2 � (li SPRINKLER FLOW AND TAMPER SWITCH CONNECTION • 0 EXIT SIGN FIXTURE - WITH OR WITHOUT ARROWS --- - -&, PANEL 24 $ $1.v SWITCH - LINE VOLTAGE, LOW VOLTAGE CKT 12 �---C ----ITTill ' ` I I -k' $O DIMMER SWITCH L___.�.. SPARE_ _I It RECEPTACLE - DUPLE/ RECEF'' ACLE - SINGLE, FLUSH FLOOR TO BLDG LTG SEE THIS SHEET [E1 FIRE ALARM EMERGENCE PULL STATION, +-48' m FA HORN AND STROBE SIGN, +80' FA STROBE 'FIRE' SIGN, +80' X TR i O . [G H T I V ✓/ N - /L Aso re. .q- 001 N114,� \ a) 0 FA DETECTOR - SMOKE, HEAT/RATE OF RISE NTS NOTE: = 823E ; _] NEUTRALS NOT SHOWN FOR CLARITY !. `10UNT RELAY, TIMECLOCK AND OVERRIDE SWITCH '1Zt #y El IN EXISTING MECH ROOM ��r p \•\\ ' ROUTE EXISTING EXTERIOR LIGHTING CIRCUITS THRU EXPIRES 12/31/96 RELAY S FOR COMMON CON',ROL -- e � M4'96-0449 17�Is _ • 9845 SW Walnut N. ArCtilreCTotA 'G .meproAelkinor COURMA CONSULTING EN MEM NC. s'elAn4�0" 'iv'114"°"1"4„.,,_,..,P°14144.,,,_,_ ;1 U . , � PO BOX 4008B PORTLAND, OR 97240 d 4' o, i . L.A 3185E1 -,�C__/�' PH (603] 243-2550 FAX (503] 224--504ti wt<crMl - ..••w •1U _",_` .r".T 11TF ..wn7-.-.__.., ••_..,. 1F THIS DOCUMENT TF 1,FSF 71 III 111 1111.1II III III 1 I III III III 1 I III 111 111 111 111 IIT 111 1 1111 1 111 11111IIII III III I I III 111 III 111 I 1 T11 111 1 T .:11. 111 111 T 1 III 1110111111 III III III I I } ! LFGI131.F THAN THTC NOTATION, L 11 I—I I hi__I I � I I -I 41_ IDI — I V` (—I I_�1 I ISL �_ �l ��.1 I 11• I I ��J IT 16 OUP TO THT'. QUALITY OF -•--T-- � No" it _ 6.V/9Cal Cqq /Q? THF ORIGINAL DOCUMPNT. INII1111 � 111 � 1 � j � 1111 1 ! 111I � l � 11l � L � 1 � � � � 1ILIH � � n � n � �! I! II11111111111111111111111;111111111111111111111111111111111111111111111111111 IIII111I III111111111Ii►i11111111111 1111111H111H11HH 911 illln llll IIIHII , •=1111111=1111111010. I 1 J _-- 1__ -- i ---..mL.T.;. , ---7- 7- :_. _--T -_ • / - .„,,„4! , • ./ / • 2A I 3 J-BOX FOR FUTURE SANCTUARY LIGHTING N+"`�,9µ�S VERIFY EXACT LOCATION / NN 24• \ �/ \ 4 .J-BO/ AT +42' FOR _- ---- ; 1 1 6 FUTURE LIGHTING CONTROL { I o K 8 APCIII1' Ci" LA 2 • >k 4(:16 I L ID 9BO') r. fitYt11#1 7204666 4, ------ If--_, L ' 8 I 'S O / 2 9 l - 1 12 2 r. A ^X �U9/2S1 O�I� ' �� �'ei{� 1� c"� - GROUND MOUNTED NEMA 3R J-BOX --ii-, r�` \ FOR FUTURE LANDSCAPE i_fGHTING 71:Kprti) 'A ',Z. -44- GROUND MOUNTED NEMA 3R J-BOX '� L ' I. 6K +,-1-.._...4,:- . r- MR VR FUTURE LANDSCAPE LIGHTING L 2 ) • • \ 4K L. FLOOD LIGHTS ON STRUCTURE AIMED _L..) M TO ILLUMINATE CROSS AND WASH DOWN \ FACE OF STRUCTURE, TTP OF 4 • \_- GROUND MOUNTED FLOOD LIGHT TO WASH UP FACE OF STRUCTURE Tl PICAL OF 4 n ii � 1 QUEST PARTIAL FLOOR - UPPER LEvEL LICao4TINCL K5 •M 1 1 .t .E2 — — SCALE: P8'■I'-m' 0 h. NORTH \"'"--- q..*%\ I C:). 1 K) CM O z lett -......1Nthe gic 3 ' WEST PARTIAL FLOOR - UPPER LEvEL L IC:I.4 T I NCs x c:::). 0 e.. gn �Er SCALE: I/B'a 1 -m'II "� NORTH C , • •f-+---CONNECTICN UNDER (::: • LIBRARY ATLEF?NATE O 3. • � vl ,4 A THIS HOMERUN DELETED UNDER - ► yF1 NLelf Q:::) a L:OWN t0 DIMMERS - SEE •---. C � ,� LOWER LEVEL FLOOR PLAN �� LIBR.�+RY ALTERNATE AI C� AI A c;‘E \ tit'kr....' _ • itt 2 A A A t* IMMIPA IMMO FOUR CONDUCTORS UNDER -I C__• S2/:( 2 NL NL LIBRARY ALTERNATE A PROJCGT: 9321 12/ NL • A A1--7JE 4 �, NOMA __-_ UPPER LEVEL DOWN TO CONTROL RELAY * 5 3 • \)1 �� = �� �~ `' ��A L ICsNT I NCx SEE LOWER LEvEL FLOOR -��� • I 1‘ �' • PLAN 4 4 .Q A A ��5, '''.1! - ` •�>t �� �� 1(d PANELS 24 INA4 , 11/4 NL r NL AND --T3 PCVIG'WCD�Y� 6 5 3 t3 DAr 1/24/9& .1. . (: \l‘ :a\ a i iCM2 A-' PGVI- i0/5&6 NL5 .11A\NL � ------ 4, \\:' "1• . -------2**7 .\N 5 tx.,‘ \ A NL tT. \ 15 ING .2 D ). • i \k -s1/4SNL 1 ID. ' .12... SEE SHEET E-3 FOR 'NL I • 1<,-- ,,,, ,,,,\,, ,.� EQUIREMENT;i • • . Ry N ‘'N1L . .5 IN 5 *-,..7----- ____T,--, 7 ' : , r A . . \ 15 111‘11 ,), , � • . L l_ __IH 5 NL . I\ 4k6.5i, \ • -- ---t-----01 H , . I\ 15 .EI LTA • eED EAST FLOOR UPPER LEvEL LIGM-ITING G. , \ c 11 ,01 I — - �— SCALE: I/8'•i'-m' i� 4 NORTH 2,4 / 001/04'1)0 82 — "A„&././1 i , 2 „\..„. ..., ,,,,R, .c., SY EXPIRES 12/31/96 �^ This I le Nir eacluaA'propedp d B111'96-0149 1p �� _LIE3RARY41,.TEQNATE_LICzI-4•TINC� - -- AeroffrcrocAra o• •• 9845 SW Walnut PI. 2LP pi/kdlon�ay�e�ar>lb Ph**pidifilikidIlblad i /��� BOX40B NC. woken parr�drm d INVIIITCT oLA O BUx 40088 F'ORR.ANO, CH2. 97240 ��' —i4.,f-�5 185Ea __NORTHPH [5031 243-2850 FAX [503] 224-5048 Copyfi —_ , IF THIS DOCUMENT IS LESS fTlTllr 1111111 1111111 VIII 1111111 VIII 1111111 I�lii�l 1111111 11111 I IIIIIII 1111111 1111111 VIII IIIIIIIII lu41111111711111111111TNININIPIIPIWITITIII 1111111 III I I •' I � I L IILEGTBLE THAN 9'HIS NOTATION, I � 2I l 41 5, 6� 71 910li-- 11,1 IT I6 DUE TO THE OALITY OF _-- _ 9 02a Non �•-^jtis- /957 THE ORIGINAL DOCUMENT. ��— — _ —.. - - (1I£ 111 I 111 L1L 111 111 t E1L JI�C I iiL OIL 1811 81 ii 9r ( Iii �t SIi LII I ilk I OI1i T8 I �9 1 1L I �6 I 19 I al IS l IL l �1< 6 VIII IIII IIII IIIIIIIII IIII IIIIIIIII IIII IIII�II111111�1111 IIII IIIIIIIII IIII IIIII,IIIIIIII IIII Illl�,lll lllllllll Illi IIIIIIIII IIIIIIIII II I IIII IIII 11111111 Ilil illi IIII IIIIIIIII IIIIIIIII IIIIIIIII Illl llulun nn IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII III�YII -4 ..r • • • „, s" '" ,.., '� ���dk a'. �W+�varA ��,},��� �M�filir�irwaY4 %` daAfard•Y{ir,V,la"a,e;; .zk::% 4,4 _..,,,,../..0,..,,,,,, i '�°� �' +�Ny1'�"!� �d+w. Sr 4�lalwk ., �Aj,�,u Sw"i'�'•�NMWY t. 2a�.,:,,,,,,,,,,,•:,,,„, zr �� ., - ,. ., .. �# ..,.::.� �. �Y1. is.ti+'Ik�An r. y.�. - x,..�....�,�, i i•;+ +P�.�-dgwawt4�siaRsx ,r .• ... .."S u�7wiY (8telOA•10.11dsCrA'wSBti;...6a:3:.i..rws ....,o...,. , ...•.,P@. '► 4crilja Y' 1% //// 4d PROVIDE NEW WEATHERHEAD PER. PGE REQUIREMENTS �� I , NEW 800A 120/208V 3PH 4W , NDI5TRIBUTiON3 EQUIPMENT 2) 4'c WITH -------- NEMA TYPE 3R Q \\ 4 - 500 KCM CU \\ EACH Ai Al •A 800a 120i208V .3F-'•-• 4w ll JC'G h I T G T U L II CT ' 100a _ 2254 2254 le' eo5gr.5011Mm 3rerrr. 200.4 .�c7Al g roranpor. 9.7214-4666 I ,3P .3P \.3P. \.3P \ 31° 3P I A. a I I 03 / 291 - 1122 al Q I fAX O5/291-0917 PROVIDE METER BASE LI _ I I I _ PER PGE STANG4RD5 ----_L -- - - s 2 /4,... � M 2 Y If CONNECT EXISTING 3004 COOKING SERVICE FEEDER �../ AND 4004 LIGHTING/POWER SERVICE FEEDER TO NEW IA , 3 \/T 44‹........% • 200/k C 4CKFEED i C U REMOVE EXISTING UTILITY METERING CABINET Al '"`' 3 3 0 I _ `_r COVERED PLAY AREA. PROVIDE NEW NEMA 3R s 4. / 1 a a 0 0 `t I J-BOX AT EXISTING FEEDERS. BACKFEED FROM NEW v SERVICE ANC CONNECT AS SHOWN \*'''''' • = ' ' q)U ' U CONNECT EXISTING 1004 WATER HEATING SERVICE L I F3R�4R�' ALTERNATE LOWER LEVEL L ICO4T II`!G `r `~ `t `,' • J FEEDER TO NEW 1004 BACKFEED 'tC .)1/:); E3 _ -- --' SCALE: I/8'=1'-0' I L—_ EXISTING FEEDERS TO ORIGINAL BUILDING NORTH L^ —_-- -. EXISTING TO REMAIN C%ft:)4t......._ , IA In 2A le t3/4.:. J f _ _ � 406\_ `�'�, TO NEW SANCTUARY LIGHTING/DIMMING y CI , ,----1 L- wc NEW GYM DISTRIBUTION NEW SECOND FLOOR ANC H'✓AC CONTROL DISTRIBUTION O r � NEW FIRST FLOOR DISTRIBUTION , , .. ....f .........\°Z zQk 4.... t\ ,Qt. ib • 3 ONE L- INE D I4GR4M 120/208V 3P1-1 4W VI NTS FIXTURES WITH THE DESIGNATION 'NL' TO CONTAIN A BATTERY BACK-UP ..`••+ :MERGENCY BALLAST CAPABLE OF 1 PROVIDING 2400 LUMEN OUTPUT, MIN TYPICAL - - — - • \/X PROVIDE (4) 1500W ------- • /t----------0.-----________, PROJeCr: 9321 FLUORESCENT DIMMERS )Z "-'7. , EQUAL TO LUTRON 2 �NL RCONNECT TO EXISTING -' ==_:_-- - Al GIONTCNTS; g 4 • CORIDOR LIGHTfNG CIRCUIT -it l2 ANO CONNECTION LINGER LOUDER LEVEL 91531 8 LIBRARY ALTERNATE) • PROVIDE 6 POLE RELAY FOR - alik A A •e LIGHTING CONTROL OF GYM HID LIGHTING -,�s PANEL IB ,-l' A9� C- . —�� EQUAL TO ASCO 5406-CV !. 11 RELAY CONTROLS _ -- 13 SWITCH RLV/C4TD PY; ►� - . 2 1 ii _4„ / \ . Q - UP TO HID LIGHTING ADAM -1/24/9�O II SEE UPPER FLOOR 13 PLAN, TH1S SHEET g• Min" NL A •e RCVlSIpNgV ; Pii,1417: N 77 o - A UP TO DIMMABLE FLUORESCENT' • -.JI A -' !] L_��1 , • - SEE UPPER FLOOR PLAN, THIS SHEET 1 NL B . s CONNECT TO EXISTING A CORRIDOR LIGHTING CIRCUIT / F _ 3 4 _•_. ..--- •P2 _ .. E , \ , * 71T Gd ----- - SEE UPPER LEVEL FLOOR PLAN PANEL 1A ' 1 ...----- -------.-----'- --------"-----------r-- FOR LIGHTING IN THIS AREA --- h ,400►t' 1,48T FLOOR LOWER L��/it LIHTINCa ��� �,/ SCALE: 1/8'91'-01 Ja NORTH d,Ft r \.0) E3 D. M11,96-0449 ,tlr',i 9g45 SW W 1nul PI. EXPIRES 12/31/96 This slow*�;k — ,,em-s) �tteftresTn LA Reuse,ne prodldkn a ,r PO BOX 40088 PORTLAND, OR 7240 kV Preka,dARCYtN'rtr LA 3185E3 ..../6.--/C-_/., _�� 'CCL A CON T�O WOMEN W. w rbA$'4`;', .4 iinldly pohl�Ak� .� ('503? 243-2950 FAX [ O3j 224-3046 I ..V,.. d • am; y 0001 . lI► riIIIi111II ! llliiilliliiii � 111I1lrrII1111111I11111IIII11 111tIlIiI�11111i1rti11lrfillrllllII(III i '" IF THIS DOCUMENT IS LESS I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 l i ( 1 1 1 1 1 1 1 1 1 1 1 1 1 �- v...., '� " �r ( 11 +�� 111 � 111�( I 1 �11 � 14 I � I � 1 � 161 , 1 •71_____� 1 � 1 Ij1 ij I I _..__._.� 1 LEGIBLE THAN THIS NOTATION, __-_ —_ �� �1 �J I 11.1 I ��) JT IS DUE TO THE QUALITY OF �, I9� 4 977 THE ORIGINAL DOCUMENT. _. 19a / � e�c e�cI � I � I I ISI 1 s� r— ti Siillll 1111llllllllillllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIilllllliiiiii IIIIIIIIIII 111111111 IIIIIiIIIIIIIIIIIil�IIIIIllllliIin I iiiiiiiii iiiitii IIIIIIIIIIIIIilnilI�iiulIIlthillIuli iIII�InI iiiiIII I1IIIlIiI li11II L111111 I1111111111In111111i 11 IIi1111IL11111111111110 limillillinil.11111.111.111111...11.11.1.1.11....1.11.1.11.1111.11111111.111.111.1111.11111111.111111111111.11111111111.1111111.1111111.1111.111.11.11111.1111111111111.111.1111.1"111.111.11.111117111111111171.1111111.1711.11111111.11.111111111111.111.11111=11.11.11111111.1.11111.11111.1111.111111.1111111111111111111111.111.1111111111111111111111.111111111111111111111111.1111.1111111111111111111111111111111111.11111.11111111111111111111111111111111111 PANEL IA 6l VOLTE 120i20Av 3F1-4 4W PANEL 215 NI 120/20bv 3Pi-4 4W �^ 1 I VOLTS LOCATION HALL ra q IOC OMAN Ch T BM 6dMAiN LOC; ONL) LOCATION N�-L /gyp$ 2Z$ [WAIN CKT BK.F. ®MAIN LOGS 'ONLY ! I • F / Al .tr011�1�LIST Nal 1X41433 LIS LX�iLItra_ 1 2ID�21 -� --- ___ _ = __—� —. _ I otERA,civiNa ,a ...L/34 J�7E�+ A1''>r!'� -2�� .2210 -- aoft......_.__ --�_— -__.�3 2 j8-4Q>-42 iesc e_ , - _ -_ERE AL , � i- tam ___ >":. lc -1 __ A,, - Ac- ON ROOF ° CEP . _ �- .�._ 1� ---- --- - . -.___ �9a 24.-f MC,,:, 2CO8v 3PN L le REGEI' I, . 1080 ePA., __ cl— ie --,SPAPM- ��_ _._ — �. ' _ w ACE _ - T _. 13 I _ fi. \\\.1 \\\\ • ..__ , -_--__.-- --_-- ___• _ r___r_�__._. RANGE '1 A 1/ �y _ __ ,� — _- ____ - --. --- 208v iPH �._ isprE _____ __ . 14.441 _ I le--- REFRIGERATOR I A P G rl I T t Ci T ° LA —11 ____,_ --•_- — - _ _ :A 13 PUK1-1 ANf),0!E', `y1214�fbF,b - re; 1934 ie�T r 4s1 3 tem ��- i� _ - I - -----./K\ .------- SEE FLOOR PLAN FOR 'Z5I-0511 • — ___- 1 ? limes ase ism �� a _-- ELEVATOR R`OMTS fAX K0�'� 12958 35 SW 00 ���1�¢ ? DISHWASHER - 15 * /�( ,CFI c av 3 > I PANEL IC ® VOLTS 120/20bv 3PN 4W I ANIL 24 ® VOLT9 120/206V 3101-1 4W0 , LOCATION CIYM Stip, Imo ❑MAIN CKT AKA ®MAIN LUGS+ONLY LcX ATi<JN +ALL ® A►�p$ ZZs OMAIN CKT 13KR I�MAIN LUGS ONLY (111-4,/ 3`\ LEST PART I�4L FLOOR - UPPER LEVEL POUJER 4 SIC+N4L ' . . - - ; ^_- --. - - - - 0 — — SCALE: 1/8'.1'-m' 1 ._ .I -. a7'12' _ ,�1 FL.UOR ,L IDJ5@@-___._ :86 � .ExT�''slQS LTLi I x 558 GtYt"1H1D Ca�>'I FLUOR ��___._ BANJCT_LTG 1500 _ EicTE!'zIc7R Lil+L ' __-_ _- } NORTH III - ' 11200.. _A11 F.L .,1QR_ :•' ra-- 1500 .EXT�(41ORLTCz r1 1180 , fimf: al .11:114112____. 1"I 4112 1 .. I -G1T1 FLUOR 000 1.154.111 G.LTG 1102 -_- fXTFRIOR LTt _ 1 00 VI wo '-' -+--.-j° - 10e0 ,RANGE 2, _-. 400Q. _LarrElR_L�Y_LIG -_.133it__ I STACIE LTG pee) VII REQ ._20 -- __-_ ,/ ____ACIPZ SEC•LTit----- _ lilt v -TAIIE ,_• .. M .',..-.', WAGE 01080_�_ �WACrE 14lEGE't•_ --- Imam? -- — ,1"1tSG l4EGEF— a4 ` _ 1—___ __-�AlRJF _- ---- f218r->Y11A8f�Elg 1 m00: M 18L R£CEP SmQ - V".."""- C'') _._. .w___- -_ Rv-T 1 150 T WORE . _— — 6f'AGE _ .■ — �� ----- ,r�0 �R'N o ICON �. _.. �_ _� _- L; R4R1' '4LT .4TE POWER S '�' _ --.1. ."-_-_-_-_---=- =.--7------_--- -------r‘---_ _- 4, �_ M,._ _- 1t (�,{y/�/� \‘!-4- QL _— gpswil.1111!_-._..._ —_— - NORTH ,„1.........0 7 _aC-3 7_40v- -IMO LEYOT� 3� -- - __-2k� ... L—.}_ �;7 2640 �► L ..',,240@ 2400 -1_900 2680 2400 _l_U__I�-__ -- 6238.0050 596 11md0 48 4I316 115 IN o ,.. c:). *,t.., r 3/4'c TO 5F-1 STARTER FOR CONTROL WIRING / BY DI./ 15EA 4.4 ,W / - 3/4'c TO SF-1 STARTER FOR CONTROL la.. BYDiv 15 - ROUTE 3/41c TO TELEPHONE 1::::). SERVICE POINT U - -- 12' X 12' X 4'D ,.)-50>< WITH LOCKABLE CONNECT TO TELEPHONE ,..... • HINGED COvER FOR GONTRC'L RELAYS 39-41 V CIRCUIT J-BOX ON ELEVr TvPROVIGED BY DIV 15 - LOCATE ADJ To 2,4 2,4-4-7,10, CONTROLLER `� ` GYLIGHT SWITCHES 0 ME ., r' Gi=1 GFI cipi -ELEVATOR DISCONNECT • 30,4SERVICE 2a8V 1PH -. 3/4'c-- 4+1 _ J-BOX FOR TIMER SWITCH PROVIDED BY AD _ / 1-3-5 --ii-______ IS Z�-'�14 ; ' ..-� D I v 15 12v ^•``'• --�t4-- —1 :' r .219 + PROJrCT: 932" p�^-�I \ *6 'k 2 B `',� GONrCNT ! 5F - 1/4C - 1 CONTROL DET4IL AC-I ON ROOF \ \1✓ 18 P NTS { 89 MCA / �' U. PER LEVEL • 208v 3PN ./ • POWER 4 SIGNAL --.4c-/ ON ROOF FOR CONTROL OF 6F•-I AND AC-I ------ / 56 MGA 208v 3PH , 2O ® ,ANE' 24 IcGF1 ____--EF 120v - - SEE DETAIL, THIS SHEET ,-� EF-1 1/2HP igI�LV/C'WC'D�Y: C�� O -*-----11' 21B 1 LANA- -B / kli-m4 - _ _ — ,,_4(.___. J2a 8 1� ' i 8-1tD-12 ,,, - SWITCH WITH DAM x/24/96 SF-I ON ROOF-----`--"`"' \-� <.120v-•-24 16 �_ --(4)" L ICs4T I S - 2HP 2 SPEED 4k \ 6 RLVI�ION. r CD ' `-PROVIDE 2 SPEED \ EF-1 3/4 HF'-� 33 2A - - -- - STARTER 208V 3P1-4 35 16 . 3 31 \ 1J \ \a- . i 24 (V E WC P�--� ' 23 Rv-I 120v 4 - 1 ~ EAST FLOOR UPPER LEVEL POWER 4 51C:NAL i sc 4L E: 1/8'a 1'-o' )414.4t E4 , .1 (1\..........111,"011 t;10‘4,e:".!Ds. 40,1' tib/Walnut PI. �` r>r��/s Thr aea4.adr rraR s1�d.� WIRES i2/31/96 ,y�r►irc rn LA reuse,ve,wpriaWchcr.civ ' 16 of.9-,,,k;ce /�/A /�/ /,1 OOLUABA OOI LTTIQ B M. •a illai�an by oe cern l 164 a vdfia d 3185111.MM�MN �� `f--, PI (503] 243-20!SO FA% [b031 224--5049 (G_j " , dhK_• T+Lit PCS BOX 400EtS PORTLAND, OR 97240 �'4�ry • ... ':: *755;x., A--1KM.,b.1I1. ......._� ��......n^:a M+! ."✓,,,.¢:x�r,""^.`wrar.wsvr+.�a.•-+w�#",:. „w.,...r.+ �.q, ww..o.t.w!-IfA .fwu+igll�tli�.>•. .-ae.— ,....�. 1 - gf 1�R.wx-+p{ .r _*.w.�;. ...........�^'akR.a+rrw,w-.:m;«r+w.r.--.,..,w.ew.�+nc,. ..,.;_,....,.....-.,...,.....�..�.r,.+.--...._._.. .__ iTTrIlIIIr1IIII � III �II,III111I� 11T1rT1)T(rY1IIlrlrr� 1i IIIIIIIIIIIIIIIIIIrIIIIIII> r1r111? r�1rtl ► 1IIIIiI11IIIIIIIIII ;�.t ^ - TF THIS DOCIJMFNT 1S LESS 'T 1 l jI 1 1 1 l ( 1 I I 1 1 1 1 11 1 �., " 1 , LEGIBLE THAN THIS NOTATION, I `3I _4I ! 5, I—' 61 I '1 I I b I 11 ��I IT TS On TO THF QUALITY OF -----.�— -�- I --1 /957 THF ORIGINAL DOCUMENT. -- — - -- - -- NO.311 e _-_ //�/lguU 1 �a (III (�IIII illil�1111�i11i►111ifilli�t�II��111ll►1illi�tili1!1111(111!118 IUII1�111►1111111�1111111IIIIIIIII11111111�I�111111 X111!111��111!11111�II1I111c1(�IIIIII�t�11111111�111!I111�111!IIII 11111111111111111I1119111IIIINI�1-7.1 �II II IIIIIIIIII�IIl1�1 {lll1 . .......---------mim............e.....................muu4, •=•••* •••••m•aco...mmourm.. ...•• ] -wk • / / A__ . ____�._ . i Aecon-rcro LA co i srn.r.frr.,'r►iw . rear POO-LAID,Or 972!4-4666 05 / 251 - ! 122 rix X05/251-0517 IA II / \\ / �..J SEE FLOOR PLAN Fr.)R ' _ POWER 4 SIGNAL IN THIS \ .......% ; �� AREA i L.) . . \''''''-- ,..'• E2 L I ERt4RY LTERN ITE ' OLUER LEVEL POWER 4 vI GMAT. 0 s SCALE- 1/-61.1'-0' '....... NORTH C:), OI z i ' t -.....4 1La ,,Z' . , c: , .6. I ItQL Oglik ' O 3 . SUMP PUMP WITH WATER GONG ALAR1"1 120v y 1 (-WP, GFI DEVICE, LD c:).............. LIGHT4 SWITCH \,............ IN ELEV PIT & MOTOR RATED SWITCHI P,POJCGT; 9321 PROVIDE NEW FIRE ALARM PANEL f Jam. 9 WITH PILOT LIGHT —_— IN EXIST MECH ROOK - VERIFY IA CONTCNTS, EXACT LOCATION fes" m / LOUJER LEVEL FANEL 15 - 0 i S PO.UER 4 SIGNAL ' 120 14 I—, ---_`�� � .— y • 14 14/Y 4 �� _ • PROVIDE l3) 3/4' CONDUITS TO J-SOX D/1TC; 1/24/96 O \ FOR FUTURE SPECIALTY LIGHTING CONTROL• T — RL1/l�lON9; \-PROVIDE &' SQ X 4'D JUNCTION 130/ FOR N 0 FUTURE LIGHTING: CONTROL CONNECTION. • ROUTE (3) 3/4' CONDUITS UP TO ABOVE GYM CLC 14 H ELIC, Im144 i)- 1 \ - 5 ‘ 1,4k- 1 - fr..,...., k( 10 IZGF1 5 GFI WATER HEATER i 4 5 KW 205v E1 PR l / 077 . PSL 1 A ///1) . . , - - i , \ / i . // �_ _ LL)._E.45T FLOOR LO�UER_LEVEL POWER 81GN'�'L--- gam f�- _ ----'' 1/411:([1 / SCALE, I/B'.1'-m' �A, i n �'yc�� , E5 NORTH EXPIRES 12/31/96 --- - - , I t (,11-nI! /�,r1//rLTo LA R'e�c,reproduction a CCUMIA OOP.L1T1O 13.3149343 NC. ;41111-- ti tclik:►,4:aV ren»h►a Irld fy p":646- A '18.,5 tiN' w;iliiul '. / oo BOX ♦0068 PORTI-AND. OR 97240 Qorr"' FY wirer Perri k dgcrrr .T lA PH [503] 243-2850 FAX [503] 224-3046 31851!"12 / a. 4,,t::,,r.. raa:r..9lR6G76781:0 !w ,P..:,.s.rr:;;ma,eimil6Mlll I ----- .____._._._._ __...______........�^a--.,....TK.+ iwn?....r. ..,...,.�.._.._.. .. -. _ ..__.___. •�It �jl-II III 'III III I'jI I I fll lil lII I I III ili I)1 1�1 Ill Ilf III I Il�'1l1 111 Ili Ill Ill Ili I I Ill Ill ill I�jI Ill t�tlljl 1 1'l�r lllllll 1 I III III III III III III ill I i , IF THIS DOCUMENT 1S LESS I 11 I I I _._I I I 14 I I I I I I I I I I 10 I I �I I �� I I 11 I I �� l II LRGIDLE T}IAPI '1'1115 NOTATION, I --------( --- - _--- L-- ---- -- _.. 1 1 ---------- �.—.._---� _� 0 �� n IT IS DUE TO THE QUALITY OF �1 07C� THE ORIGINAL DOCUMENT. No as �� ✓/ O 11 1 8TL I Tv I LIL I IIL 91L Y L 11117 �G i1L O1L 81i 81i ; 91i I Qlt I I sTT III I tr I i0 T I�8 I �8� �L I I I I TI �£ I IL I li'mini (IIII IIIIIIIII IIII IJI IIIIIIIII IIIIIJII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIIIIIIII IIII I II IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII WII • I, . / 41.1.1•••••••••••Mill.00111•MMI.M.••••=•••••••••=w0V ...ammino. ..••• ••••••,........................ ..••••••................. ......... m•••• •=••=mw, ... i 1 • 21.1o" • 1910 l; 0 VA 111111 ..s. giMill 47:1 10 • 1 • ALIGN NEW WALL MASONRY 0 WINDOW • �t S a ` a • _ s � IACHJ1ECT . LA CLA55_ROOM II ` 121 8POR05TLANS.E.D.OSHER.ILI4AN97214-4666 STJCEET • • \ II EXISTING FIREPLACE \ :::::N DOW IIS ;, FAO 3 FAX 5/023/21 131 0317 \ ON Ex15T.FIREPLACE II N 1 • 1 REMOVE AND INFILL '* EXIST.WINDOWS• 7 t! 7 W $ 0 (1,3,;) 1 >r SPRINKLER i LIFT 14� _— .J....e.,... (14� ..d..,/ /.S..,..00.,,. •I � l -4 6'-' I • L- gS _]. 6'0., 3'1i" i- -,1 3" I / LIBRARY ALTERNATE *1 I bcbb�j� � '�' z,� �''7:2G II 4( i 1/r!'. 1' 0' I 1� II L15RARY I ALTERNATE ^ t 5EE 2/A2.1 ♦ `! • \� �J t _ I C6(NO OOM CLA55ROOM v-- W 116(NO WORK.) 118(NO WORK) ^ id© ,`.'o I Ii - 0 ..# :01000 1,- ----- ------* I0 _ L oW 1 Iv-0" 4'-O11'-0" } DI 116A 118A / r � • 13 I BASE Q r o ( (PID (NO / Iii © r - =5rR!NKLE'I n : R �J tJ 1,,_ WORK) WORK VP I LIFT I f22 1 I I- LU v- U I _- //I.rI/INP___ _ IIhMIIp 1., FLUSH NEW WALL ' W � us z LL' II1M_ W/EXISTING �� / ../ t ie CV n I / ,, 'r;� di. ) - CORRIDO r REMOVE AND INFILL (. 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Q • - �_ - ,__ ROOF i>1L _ -----==, EXISTING ROOF TO WOOD MOM - -_ - - - REMAIN --- • 42,'r_IYERE'YI - - ' - - METAL GUTTER -- - -- ► �,' , I r„ IT - - '0 MATCH EXISTING \ i " 1 II;��, I _ _ tJ T• [rni " I II __- �,� � - - - - I �-- NEW 5TORE RONT -, • L J - -' PROJECT: 9327 &c I CONTENTS: : . ry 1 •--.. — -- - - �- I FRONT ELEVATION -� 1. .il .. - -J . . 1 _. (1 1 1. 1 1 ., _,...-1".L l L ..-. -I. _ - - .-_ r' - - ��._�-4. _ _____.__#.20'FIN.FLR. I L` REVIEWED DY AlA NORTH ELEVATION • 4 6.1 I/.•. 1. 0" DATE: 7-Ks,-940 REVISIONS: 7-16-96 PERMIT SET ' 1*97 REVISION 1 u • • 1) i; f I CHIMNEY t r = - _ — j____ 42,4_0_. \\� - - 4 $_ ;� a f 11111 __ 6} _._ I7 I . a r ,., 11' = [ 1 _ I11 11[. _ • 111 I li 1 --� "7"- X14Inn. w :‘,.,,'"": e �„"`_ jN LR 7.1:3;:tC) OR. ,UN • --_- - - r 1.�.Ilyl III I it 1.. _.� - WOOLSIDINCa I ,� , "'III r .,. ,i,______ ;. . ri , �•-� WOOD 51 WO -_ � ..f- J - I i 1 11,f 4 �} S q NEW ENTRY STRUCTURE"SEE VASi , C.)4 • ) ., . ALTERNATE: #2 -- `� H • ` D'� ' A 5 I WEST E L E V A T I 0 N • _ NEW!lTRUG1URE-". � _-___ ExIeTINv 0/MIXTURE TO REMAIN .-__ ,• i � ,,,,, s" -.........26=12---- WEST ELEV. LIBRARY ALTERNATE a d. 1/11". 1 O" war � Thhl•Ir�wlry le the e>telu/Iw�RM'y� t �' { 1 I S' I' 0 ARCHITECT•L.1_ Reure,rep r�, ¢'1 /' IiUp9G-0449 - rt i,,a bn ►y my 1 1y' 1::::1 . .•n" memo II �. " 41 ,^ 9845 SW Walnut PI. • /Cepyr4tCT 2 ~rRien��� I A .,:.•::::. e l 41 (4•54,_ " . ©CoryMEht ove A 0. • 0327 A6.1 EX" ,E1�eY81[AW1/ I", .'�' --►.•..`,.. - - _ .....,._ -.._«.........._,•+...-+9-61Gr+...a.,w.,..,.e+w..�.waa+.w..,,;-........._.,._w„rn.. .. ....-_. .__ .-. ..,,.._...�...... ..,-a�A,:v..,",r..,.,..».,. ..._. ....,.� ...wir:..r. �. ..L....:.�_..._..r :.d.,.. IF TUTS DOCUMENT IF LESS ?II III 111 III ill III II! I ! Ilf 11} II! !'Illi lfll 111 111 II1 !Il 111 I 1111 1l! 111 IIIIIII III III I I III III !II I I III 1II 111 I 1 Tlt 11t Ij1 1 1 III III I I ill III III III I 1 1 i I I ( i l 1 l ( I i 1 I i iY� i I �j I 1 1 LEGIBLE THAN THY- NOTATION, 1� --- �j -1---- I- --41 - L - I -61 _ L /1 L- O - �1 ��I - I �Li I �� IT 1. DUE TO THE QUALITY OF No 35 e. _� 19613( / THE ORIGINAL DOCUMENT. - JJ - - jj- )) 11. I+ 11 11 11 !! 11 I dd - 77ll ll - I - gV1 aIIIIIIIIIIIIIil�llllllllllllll Illi�llliIIII�IIIIII�IIIIIIIII�Iil�lllllllllllllllllillllllll�llll�lllllllllllllllllllllllillllllllll�lllllllll�ll IIIIII�uII�iln�Itlslltnil�ilnulultllllllllllll�llllll�illlllll nii�inlliitlitilleiilinil9nlnnlynl nllsulntlilLnlnnlrlllull lilial 0 4410:"111141:::: , ',, I /% / f, 4 . i 4 I. I , 1 • I.', . ..). 1 VI . i • EXISTING -`� 6RICK a Il/ CHIMNEY uli i --- - - -�-� h R C H I T E C T • L A f t 1 I— IIiITI�jU1' 805 5.E.9HEKUAN 5*EE1 ••+r PORTLAND.OR. 97214686 I 5 0 3 / 2 3 1 - 1 1 2 2 �'�"" FAX 505/231-0 f 7 3 ...........+••L ________________. — ,1 11 ' --__- I .�_. 1 (� _ — iNi 60TT7d1�x325 FRS '_'_ -8"Q ERXY1 i - �- . _ ASSUMED EL.24' ' 1 • i ,.. L WOOD SIDIP'GI J�---e1 �1 .i---------- . ,«_. t- _ •, EXISTING -__ . _ i 771 DUCK n ,......., . , , . MASONRY -- -.._-_� • .{..._ _ ...... ...._ I I I l l I �_. _ _-_- - USR/1RY ALTERNATE r t1L �` NEW ELFL f _�_—_--�_ [-_-_-_71 - - ALTERNAI'E1 —�_ — _ - W —7,---- [ i_ I , � _ � - 7 Z 11 r_-_.._ i 5 -___-�-,- - __-,-- ---,- EXISTING STRUCTURE•NO WORK THIS ELEVATION --A ___��-_-- -`� __ ---- .. . . LIdRARY ALTERNATE - SOUTH ELEV 1/a°. 1' ,” 74 Q 4 .; P 0 V-- W I ROOFTOr ROOF VENT, MECHANICAL ?TR CODE • S r EXISTING / NEW UNIT • CI EXISTING ,••4\ I: r - E- _ — — I� '— �+1 — - — r--_ — — ROOFfOr ■ ■ ■ HIMNEY UNIr Z k5 — MECHANICAL r.. ..... _ Y t .r�,r �..J VEN ROOF ODE _�[ __ - - --- _ ..._J ERIFY DI NEW GUTTERS TO 1' ___ - _ MATH EXISTING — IIII Nu — ____ - � ''1NIInIIMlllllll .1 , SU�CY EJt`E I 1111111 . ill" r 1 l Hio '�V�" WOOD SIDING a I - ti Atc- ekt,..., ___________._ __ _____• ___ ____ ______ _ ______ ____„____________. ,__ ....-.T...---i__ - - , —,,,,,„ ., -, . : -- --,- .1 ,,,,. . t 1 ________ ________ • Ei , . . , I (.5 -� I WOOD SIDING -- --- I `--�_ ,_,..„,, ' 1 ;I I .....__L • - s EXISTING WOOD SIDING �\ �• FIN.FLR. 1 y . __. I PROJECT: 9327 11 , , • 1 %_-_�_. ! 'I1 WOOD SIDING I E--- - EXISTING!KICK ► 11111 I IllhIIO5 FIN.FLR• EXTERIOR ELEVATIONS ! i i . NEW WORK 5EYOND / EXISTING STRUCTURE 11,1 NEW ADDITION __ —_ c • BASE BID — �� -- - SASE BID •— - i W REVIEWC SY: DATE : 1-I 9-140 ' .. , REVI51OV5: Q. SOUTH ELEVATION 7-16-$6 PERMIT SET .. i • �� #'1 lis•. i. o• Q ')� Sl REVISION 1 1 I. '1 �t v . li -• t • , F 1 • 1.2 • 5[ f �= WOOD SIDING I . . 42c„ 111 4_ ___ . • ',`..2.' l .tfi'l '''Skl:A. :i. (1,4' ;C-tki1;3..*... .. . 1 I1' WOOD SIDING -^ r.T1 L I • Z .'IIe 4 L, . • • I, I. •L7/77 ' 0 FIN.FLR. `p�,{��fyy� �' a. 'j G 2 .. 3 .r ' • ray.. y •4 .i - A 5 • r �, Q EAST ELEVATION _ DA8EDID r TIS eefdMYlMI�property d ' ' ARCHITECT•LA. I<a+ r. akeilr►n of .r. ,� • ThM drwwl II the mbilomion try,*Hy Alias• I!I•SA'ylly;, ‘,4; ,..•: .1 13111'96-0449kiii Of bT•h+I ,, !. � , D . v84S SW Walnut 1'I. 1 /7t� e ...,.._,,., .,rR - ........:•w..-._-, .. . - tares-.,°a ' • Y rte!A7.2 Ilt.?VAt1911fb**Mt .V • IF THIS LEGIBLE THCIIMFNT IS LESS 1 f 1 J l I I I 1 I II I 1 I III 1 1 III III I TTT 1� IIT 111 I 1 ll1 1�1 TII 1 I III III III I III III III III 111 it 1 T 1� 1�T lh 1 l 111 III lIiI1Il 111 III III I i 1 ' ' I ' ' i� ' � ' � ' �I l_ � 41 1 �1 !�I !- 1_ � _�_18L . 1 -}�� � 111__!_ I � I THAN THIS NOTATION, IT iS DUI? TO THE QUALITY OF _. (] S1 4C) q THE ORIGINP.L DOCUMENT. No 38 U / III�IE IIIl11I1L 11I11B1 L 11111LLIllllill9l L11111L 11111161 L II1IIfiII III �LIItL LI8It i LT I9lt 9IT � �t LT �TT T! I �8 ILL19 ul9 TI1fi ILTlMl • 21'-10" / �• -11,_2„ 101-8" / FOOTING SCHEDULE = - -- I 4X4P06TW/ 2000 (--,91- 901, BE_ARII;C CAP Ai_I''r I "81MP6ON" I4P5A 61 REINFORCING LOAD CAPACITY / 'f4TI IFGI FACE OF LL MARK FOOTING SIZE (3" CLR OF BOTTOM) (POUNDS) MASONRY a WINDOW dk4F'OS? W/ , 2'-0" X 2'-0" X 12" NONE REQUIRED 8000 I "SIMPSON" NDSA I \ ' EX191, ,P U2'-b" > 2'-b" X 12" NONE REQUIRED - - 12,500 - 9TUDWALL `"'-4 4 k 4 POST r-- I © 3'-O" X 3'-d' X 12" �3 - 14 x 2'-6" EA WAY 18,000 I CLASSROOM L C 121 L • © 3'-6" k 3'-6" x 12" 5 - 14 k 3'-0" EA. WAY 24,500 I r EXISTING FIREPLACE f�'�TO REMAIN - - - -- --- -t A R G N I T E G T • L A O4'-0" x 4'-0" x 12" 4 - 15 X 3'-6" EA WAY 32,000 '4 W) 805 S.E. SNERIIAIJ STREET O 4'-b" k 4'-6" X 12" 5 - 15 k 4'•O" EA WAY 40,500 '' II I - -4 .x 4 POST p I 1)4".1 POFt1LAND. :7R 9,714-4besb ----, iK ' , I N © 5'-0" X 5'-0" X 14" 6 - 15 X 4'-6" EA I:AY 50,000 t-, FA 2 3 I - I 12 2 �' �✓ J FAx 503 / ? 31 U3i it N 5'-b" x5'•6" x 14" 6 - 15x5'-0" EA. wAY 60,500 I I I - O1'b'-O" X b'-O" X 14" 6 - 16 x 5'-6" EA. WAY 12,000 (-'-- '1 1 II K DBL 2 x 6 POST LIFT 122 W/ "SIMPSON" HD2A ;9 O6-6" X 6-6" X 15" 1 • I6 ) b' O" EA WAY 84,000 ___ _ .. r_ r-- -- -_- / i r _�_-F. -'1.:.., - r= 1 :_ _._E -_. - _ __ - --- - - - - -- O1-O" X 1'-0" X lb" 1 - 11 x b'-b" EA WAY 98,000 I I 4 X 4 POST W/ I • r ...L. ©ri 8'-a' X 8'-O" X t8" 8 • 11 x 1'-b" EA WAY 128,000 4 x 4 POST W/ - I "JIMP90N" HD5A --+- 'SIMPSON" HrnA 1 I O • U © 9 O" x 10' 0" X 18" 9 - 18 X 8'-6" TRANS. 180,000 10 - 19 x 9'-b" 9-5" b'-O" /3'-Il" ,,j-3" • 2 LIBRARY ALTERNATE _ED r4 Z • E TYPICAL FLOOR SLAB S2.1 "° - 7 ALTERLIBRNATE U W CLASSROOM CLASSROOM SEE 2/92.1 N 4 INCH THICK CONCRETE SLAB WITH i13 a) lb" oic N 1 !lb (NO WORK) 118 (NO WORK) j ''., 0 EACH WAY, Al CENTER OF SLAB, PLACE SLAB ON ' I �-- SANDOVER0 COMPACTED FILL OVER VAPOR E PER(2 ECIFI tJEW CONCRETE PIDECONTROL O r 0LJOINTS PER DETAILS SPECIFICATIONS. PROVIDE MAXIMUM SPACING OR AS SHOWN ON PLANS. SLAB Q 44 E' (�E�'IfYI -- • CONCRETE 6 iii 14 X ?4" LONG REBAR DEPRESSED S 2'-O" 0/C IN 4" DEEP , 1 "'' ( \ i DRILLED HOLES, SET L 14 x 24" LONG REBAR SLAB I Y_ 11..14 0 C). Q WITH EPDXY. 116A IISA 10 2'-O" O/C IN 4" DEEP 0 • 7 �g•Pp I DRILLED HOLES• 9Et 1� I L h f' WITEPDXY.• ALIGN INSIDE `j r" -' -._ +\\\1A. 0 AO \� t IQ ~_ - FACE OF WALLS t FLUSH NEW WALL\i1 •• SIM, i I11 W/ EXISTING heY CONCt�TE \g� i..45%_, (� �� 1c� (E) 9TUDWALL REMOVE -'- 1 -- - 11CORRIDOR /` a� E N -,I ,,� ' - �_ • LL �L T BRICK VENEER ON TOP •�G LL \ \ cD OF 9 1/2" STEM WALL/FIG. (E)CONC. SLAB r"r Q 1y /1 / \` r - _ - i (E.) WINDOW 112 �_�_^. ' /_d l/ ' STAIR / • REr10vE A INFILL , i ,/ / \6 \� © _ (E) STUDWALL REMOVE I EXISTING WI d \� ' •• / \ \0d -L _H BRICK VENEER AND I MECHANICAL Q -� I REPLACE W/ STUDS ON I (E) 9" CONC. ` ' ' / • A �J�Vd w• \ -�--- - 1 Ill (NO WORK) g() .. ©..- j • gS g1/4JO g \ =-- OP OF (E) 10 I/1" STEM WALL W/ Ib" FTG. .:' ^ ,, - 'F\�Ue\-�\ g1P-1"0')3 g'(' ' \ \ l� 18" , © LUAU_ d I6" FOOTING. � IN FILL (E) WINDOWS / g\� \•Gam\ 1\ 'J�¢A• � / \ _ _.___ _..___--------- --J SUNDAY OFFICE CRAFT ROOM CLASSR001'1 l� ' i �r/'� \ , I+�� \'�\h g\�'"JC�� -, \' / .� t e�i C.J.' - �� 4 k 4 POST -_-__ - --._.� 106 (NO WORK) 104 102 0 -1 .4 _ - Q --- O G \1A g / \ ,^ \11 01 \� d� - - -s L - .... - 1 `___ _- (E)b x b -- _ _ 14LST LQ1LEt V 1 \ \ 1p IGF \/ \ \ 1 POST- - �(` 110 (NO 106(NO . o ,, - • ,1g \11 0 % \ \ \ LOBBY _(E)6 X 6 I WORK) WORK) ' / \ ✓� 91\w 10 \a\� �, \ \\ \\ 4:112 TTa- I\- 4 x 4 POST P09T i 111 -•\ISG tg y�a \1 p \ G/ /Y- -- �__ \ IM. V �-_- - --::_ _.. �--�� r� 1 I ' _ I t --=---, '� , /`\\\IA 1a 0 /,•-• 81\w / p 1Vdb \ / �- -\\Ike-c) O. / \`\ A e. I �i1 1 I 1 ._ g o90 E P ,.. 1 Kms, © u \\11 ,�� / DIG \\11-‘9 w / t 0 �� / \ \ IT) l)I ' (, ,, (E) CONC, SLAB 1 4M12I22R ld'ci gtJL A / 1 rt \ P' PL ' \ \ e0 . N.A. a0 j 4-1 r 6\T / \ � OIG, \ =- - �, I I 7 ----= E i r i______ ____i________LI 1-77-7,r.1 . g P % /lp \ \ - -- W/ "SIMPSON" - WAL EXIST, 6TUDWALL \, 'S� b / \ / " f , \ . 1 ABA66, ON 5 1/2" STEM/FTG, t \ " \ 1 Y\P j •\ \`\ I `r---- CiT ' U .0 / \ ` ` I ' PROJECT 932-1 `, . °‘A.4..470,411 \� ©1 '5' / \ / \ rj' _y.__. 111 - ♦ \ \ _ iR�(E) RET, WALL Q �1. \ � \ ' \ \ MEN J --- CLASSROOM GLA85ROOM KITCHEN \ / \ \ IN I 9" STEM 101 (NO WORK) L- CONTENTS= • --. �1 \ / \ / 4 Li_13A 105 lNO WORKD 103 (NO WORK) - \ \ 9HOWE[ '1 FOUNDATION PLAN - EAST \ / / ?" > (7" X60" RECESS �® k� k- % \ FOR RItURE 9HOtllER vIla 1. / \ \ / PAN REFER TO ARCH, - O J ,. CLASSROOMg�J glJO \ C" \ C,a \ DRAWINGS. ��. ! I 1 - • • �p�,E ,, \ / \ / > _ q ��_-�=i�r---_ .�-_ = - = I- G .---' / \ ` c\-•�.%2 \\ I''' \ \ / \ \ / \ /, //4 t i *4 x 24" LONG REBAR 10 `f--__ y \ \ / \ /�/ \ . �' ,.,O° ii -L _._i \, i nom) ?'-0" 0/C IN 4" DEEP - REQ IL"u IED Br , tN / \ \ % \ \ .�' Q�1 I. I ` I DRILLEDEPOHOLE9, SET - / ��\ \ / CJD �J�. . G.1.TE , 1/11/96 cbc" ,Q7 / '6 couRTYARD REVISIONS 2/13/91 0�v . - \\NU OP'S' \ / i' - gg \ \ '- \ g g.,',, CtN•e i ed l1 \ / ..''' . -P^'CI'5 5272 \ ,e" OREGON I \ \I'1 f 010 Oµ\g\J�' G \ •�E'Q�p U. JQ \ . '� \ \�1n++01G ,./7' \ ei0 21.0„ ir 6P.vsE! 4 / 1b SIC 3 i ID, s \ / \ it S�EARINALL SCHEDULE \\ /\\, •' \v0 d`� / ) \ ,e,;\�� ,' __--_-- ��Q�`gb�� g /,,./ MARK WALL SHEATFiINO FASTENEF l FASTENER T iwr SILL FASTENING BLOCKI•NG TO FOUNDATION ��J d AEDGEES L AS 13UPP RTS TOP PLATES ANCHORS .<1,' , 8d COMMON NAILS j F. Ibd TOENAILS 5/8" <0 A.B. �) 48" 0/C V 15 GA k 1.5" STAPLES ltd MAILS a 6" O r_ AT 5" 0/C OR % \ -"------------------------------- 15/32" PLrWOOD t4 GA, k 1,5" STAPLES a3/4" (V A.B. a'1 12" 0/C 2b0 _ L- / NAILS 1 FOUNDATION PLAN - EAST T - 15 VAX 5COMM�JSTAPLES 6 16d TOENAILS 5/8"m AB. a'1 48" o/c • \\ �% S2.1 vd" r-a, <,2, 15/32" PLYWOOD 14 GA x 1.5" 9TAPLE9 2' 16cl NAILS as 5" o/c AT 4" o/c or { / 3/4"0 A.B. a7 48" o/c 310 plf \ N ,, f / '\ ed COMMON NAILS 4" 12" ted TOENAILS 5/8" 6 AB. a') 32" 0/C �_ _A 15/32" PLYWOOD 14 GA k 1.5" STAPLES 4" 12" 16d NAILS S4" 0/C At 3.5" 0/C OR /� '^=.� 15 GA k I.5" STAPLES 2 1/2" 8" 3/4" 0 AB. F� 48" 0/C $ UDE 90%OF TIME VALUE IN SEISMIC ZONES 3 AND 4(IF SEISMIC CONTROLS). 310 ) '� IOd COMMON NAILS 4" 12" 16d TOENAILS 5/8" 0 AB, fit 32" 0/C James Pierson, Inc. SHEAR -- - SCI"EDULE NOTE* SILL NAILING `'tJ \ 7 _ e v 15/3?" PLYWOOD 14 GA X 1,5" STAPLES 3" I1" 16d NAILS •FJ 3.5" 0/C AT 2.15" 0/C OR t2 / 4 15 GA k 1.5" STAPLES 2" 8" 3/4" 0 AB. �I 32" 0/C �\ -- PANEL EDGE (BOTTOM) 460 _ t. SHEATHING PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. NAILING - \ SNC I NE P� ALL PANEL EDGES BACKED WITH 2" NOMINAL BLOCKING UNLESS NOTED A9 UNBLOCKED. SHEAR VALUES NOTED ARE FOR SHORT-TERM LOADING. <> •_ _-__- 8d COMMON NAILS 3" 12" 16d TOENAILS 5/8" 0 AB. c0 24" 0/C 15/32" PLYWOOD 14 GA. X 1.5" STAPLES 7 1/2" 8" 16d NAILS 'a) 3.5" 0/C Al 2.5" 0/C OR 2. FRAMING AT PANEL EDGES SHALL BE 3" NOMINAL OR WIDER WHERE IOd I5 GA X 1.5" STAPLES 2" 8" 3/4" 0 AB. �l 32" O/C Coneultin�Strueturof Engineers NAILS ARE SPACED AT 3 INCHES OR LESS, OR WHERE OTHER NAILS ARE 490 320 S. Stark., Suite 536 SPACED AT LESS tHA1J 3" ON CENTER. -- COt•NECTION OF BLOCKING - - ---- - Portland, Oregon 97204 �% t0 TOP PLATE OF Tel. (503) 226--t286 Par (503) 226-3130 9NEARWALl BELG�W4> Iqd COMr;ON NAILS 3" 12" 16d TOENAILS 5/8" 0 A.B. cJ 24" 0/C 3. PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES AND TO TOP AND 15/3?" PLYWOOD I4 GA k 1.5" STAPLES 2" 8" I6d NAILS 2.5" 0/C AT 2" 0/C OR BOTTOM SUPPORTS. -- 1*01 3/4" Qr AB, 2D 32" 0/C �:.� ------------ PANEL EDGE (TOP) -- 4. FOUNDATION ANCHOR BOLI' NOTED ARE SIZED USING 2" NOMINAL P.T. NAILING 600 DOUGLAS FIR SILLS WItNOU" NOTCHING OR COUNTERSINKING OF BOLTS. O IOd COMMON NAILS 2" "91MFN30rl" A35 5/8" AB. a'1 I6" 0/C PROVIDE STANDARD CUT WASHER UNDER HEAD OF NUTS FOR BOLTS NOTED. 15/32" PLYWOOD 13 GA X 1.5" STAPLES 2' 11" 16d NAILS n'1 2" 0/C 16" 0/C WITH OR a,sits, . 1 5. 0.131" DIAMETER x 2" P-NAILS MAY SUBSTITUTE FOR 8d COMMON NAILS AND 10 8 8c1 X I 1/2" NAILS 3/4" m AB. fl 24" 0/C 2 0.148" DIAMETER x 2,25" P-NAII.5 MAY SUBSTITUTE FOR lOd COMMON NAILS. Tr1e dr ailing IS thesxcluetee p�perty of ARCHITECT•.L A Reuse, reproduction or publication by any means IeStrictly prohbite cl erxcept by urttten pea-Melon 0of ARCHITECT•L A 9845 SW Walnut PI. - - - - -- -- 9845 S 0449 I' L"L6......,, IF THIS DOCUMENT' IS I Eqq -FI II11�I III III III iI1 I 111111111111111111111111111111111111111111 111111 111 111 111 III III 1�1 I I III III III 111 111 111 I�! ' 1 11E 1�1 lJl 1 1 III Ill 111 111 IIT 111 IIII I , LFGTBLR THAN THIS NO'T'ATION, - ••_1J I I I � .41 I _ 1 I- 16_� _.. 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Suite 636 Portland, Oregon 9'7204 Tel. (601) 226-1296 Far (609) 2'3-3190 • 1 -. . 5 3 S3i .. This ctednc is the excb. i apr ,e�ty oT ARCHITECT•L A Reuse, reprocl,ctbn or publication otfatted except Py a les strictly of ARCHITECT■L A h3U coPyriato ._.._.._1999 P96-0449 ��. •, 9845 SW Walnut PL 45 ofS3-ss- 3 0 x..„ JF THI` DOCIIMEPLT T� I,EFF Tj IIT 111 III III III II1 I III III III I III III I)r 111 tlt IIT 111 I III 111 111 111 III III III I I III III III 1 1 III 1�1 1i1 I 1 it 111 111 T T III 111 III III III III IIII I , � Iil � � i � i � IiI14111i �1 � fl6ili � iII �� I l ��_� _1 �blII �.1Iil �� LEGIBLE THAN THIS NOTATION, - a 1T IS DUE TO THF. 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O N_ _ t - < L -- -- -- - LA u � tJl TO BE DESIGNED FOR --- �- -- ---- 4---* 1001 I I Ilii?'.".;-ill RXN FROM NON-BEARING WALL. A R G N i T E G T • L A \ 2 X 6 61.K'G. ----, TJI FLUOR JOISTS - 91AGGE �(SFE FLOOR FR/.MING TJI FLOOR JOISTS -- (MINIMUM NAILING) 805 5E. SHERMAN STREET 2 X 14 STAIR - I - .. 2 X 8 a 24' 0/C - \\ FOR SIZE 4 SP-GING) L •SIMPSON" DTC TRLB5 (SEE FLOOR FRAMING CLIP AT 48" 0/C (NAIL STRINGERS \ SEE 9fJEARWALL i7 PORTLAND, OR 91714 1066 _ FOR SIZE 4 SPACING) SCNEDuLE. -/ 5 C0 3 / 2 3 I - I I 2 2 S I?" 0/C, 1 O _ .Iir r -- GL_ BM. (SEE ? x 4 At 16" O/C INTO OM MORD OF JOIST) FA x 5 0 3/ 2 3 1 - O 3 I l fj---- .( : I FV)Qc PLAN) - 2 r b STUDS a 16 0/C I" -2- 2 X 0 BLK'G. + / .� 2 * 6 as IN' 0/C 1 /� I - "SIMPSON' LUS21O 2x6PR. TRW/ -1 2- 1/2" 4:11 DRILLED 1 _ ' 7 5/8" G.W.B. ----J /-- 2 x b 'a 16' 0/C 3 ...J-.Arrc++oR soLTa. 1 _� % 1 : 1'0" S5.1 a- 7x6PRTRWi (2) 5 .Cr S5.1 I/2" m DRILL�CD _ _ -- ANC NOR BOLTS a7 48" O/C, •- -6) 'I D Ckz \ o o 14 CONT. 2 14 GOIJ1. '` • • / 1 t Ih' IB \ / - PLY'D. - SEE ( ) I\',J1 - 2 x b STUDS Ib" 0/C SNEARWALL V Ili SCHEDULE. ---Af' 7#1 ,_-A, r i li i I� .11 2 1 STUDS >) I6" /C o (E) 2 X 14 FLR JETS. (E) 2 X 14 FIR JOTS. 1 PLY'D, PLY'D. H.I PL+"D. 0 In Di 11 S5.1 2' . - - _ - - - ---- --- -.:-:_-- -- -, - __ -__ __ .._....T 0 3 44 TJI BLK'G. --R.' 1 0 WEB STIFFENERS _ � 1 , AS REGYD. --- TJI BLK'G. JI BLK'G. W/ END 18" TJI �-- x 12 FLR J515. ___ i \- lbd'A 4"0/G - ' f ' TJ1 WEB BLK'G. -\ f3LOCKS iii 4.6" 0/C. LL,J ..__ .___._________jjl • *'.911I 14" TJI PLR JOTS, - ► / - L.i�. I 1 ______/_ 1 PLACE NAILS IN I �� i -'--� TOP OF 9;_0Y. SEE FIR FRM'G. PLAN `- "SIMPSON' LU92IO I I /� 1 `I TJI RODE JOISTS I' , Q Q - -�� I I. I w Z -/�_ l I (SEE PLAIJ) 2 x 6 STUDS 'a IU" O/G aT L _.� (E) ? X 4 STUDWALL CORRIDOR 1119 (E) , UDIUAL \ 1001 - 2 x 6 STUDS a Ib" O/C TJI TO BE DESIGNED FOR 1 I RXN FROM NON BEARING WALL. •V�" I \ I ------ SEE SNEARWALL SCHEDULE \\- "SIMPSON" DTC TRUSS 2 X 4 AT lb" 0/C ------"-41 CLIP AT 48" 0/C (NAIL o INTO BLK'G NOT INTO Q ---Ar--- BOTTOM CHORD OF JOIST) ,�� • �!_ 6 7 8 (Y_ f- cn • S5.1 S5.1 , 1•• P.0" %INF 1", -o" 'Q --- 5 NI- S5.1 v 0 (13 Cr)�, 4--- �QC -41,--T �_,__- EXTEND TO SECOND JOIST .00 I y -. 42671x ::l."_:/CE3LMKIt' IMUM- -�,TJI F3LK G. 'c� 24" O/G -- - i u ` 1PROJEW' Et1D BLOCK AITACNED I 3/16" . b" x 3" BENT e.i-- (E) WALL W/ lOd as 6" O/C, 3/16 x 5 x 3 BcNT �. r• 4 W/ 4- IOd IJAIL9 a'1 3" O/C \ _t/8 (E_i GNIMNEr 1/8 +'i (E) CHIMNEYCT + 9321 MIN 9TAGGfD. GAP GAP rK 5 G. STAGGERED. W/ IOd '1a b" O/G, \ I, („; Al ALL UNSUPPORTED e Sti.c.IGERED. ,,, w i:+ PLYWOOD PANEL_ EDGES. 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Penes, rorr,c z tion or publication by any medele le etrlc t• Iy pt ohbfted except by urttterl penrleeioil E BIJP96-0449or 9845 SW Walnut Pl. ARCHITECT•L A. 47of5 O Caorr t -1 TIIr111111I1 + � III II "ITIIIIIII C 1T1IIIlI111'rII�iII I III I IIII ISI IIIITili1TTT1T1111111111II 11111111 -- -- _ __-_, � 1 .....,..a_ , I1I � I � i I � 1111 I � I � l I1III 4TTr( III ) ' 1 1I11 I1I1I14 I1I1I1 � 1 � 119; 1 111 }..i___ I1I � lii 1 � I1I �� i ► ,' __J a IF THIS DOCUMENT IS LESS i LEGIBLE THAN THIS NOTATION, _� __ _.__----�- - - I - I ` �.._-- - - 1 ---_ � -- y�----- - `-- IT IS DUE TO THF. QUALITY OF '/ me. �';ar gush a /997 THE ORIGINAL DOCUMENT. - I909 o�B 8Z Et! 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OR 97111414666 91MP°�ON" H25 ---� �`r -_.__- 22 ,,,xA x 5 0 3 / 2 3 1 0 3 1 1 "SIMPSON" H2b "SIMPSON" H?.5 -- - ROOF JOIST- 1� q7 EA TRUSS. a� Ea TRUSS. I 11' • ' u'1 ALTERNATE RAFTER 19EE PLAN) - `l , ,l' Pi Y D. / �-� �� 2 x 6 :EDGER W/ _ter- f 2 16d a1 L!� STUD. - 2 6 LEDGER W/ \ , /� ? b aU7 I6 -A ? � 6 STUDS- - 6 LEDGER W/ fl 16" O/G - 2 .' 6 0 24" U!C / 1 Ibd a7 EA STUD. - \ - 2 I6d a1 EA STUD. TOENAIL. TU LEDGER 2 . 6 016" 0/C ------ 2 x 6 0 16" 0/C ---�' I - --- w/ ? IUd Ea SIDE ?tOErJAIL TO Lx6u. 24' U/C - EDGER TOENAIL TO LEDGER �5•Z"' 'tl/ ? IOd EA. SOL. IDW/ 2- IOd EA SIDE. Li t. ' 5 1/8' X 12" GL- 'L - WINDOW HDR. `~ E BEYOND. L>49 CZ FEF Z k`� O W I 3 4 O S6.1 S6.1 '" _ ,. S6.1 S6.1 p. I'-(7' .. ....... ....i ® w Q O Z = O 0 ,� .tea_ wLL1� +- `\' 2i) 24" vr1" l STAR RF. PLY D. 1 �\ ,---2 X 10 BOCCI. -1 �\ ,-- 10d'A 6" O/C �J 24" 0/C. �_, t.i... E3EvEl_ED HLK G. <r I 3- 10d - x ? x 8 CON i. LEDGER ., / RF. PLY'D. -- //� W/ 3 16d a'1 EA STUD. ' ,� �.I \ -mss-'-- L ,,ZZZ. - tor .4°‘ °°°7�/ �� i�rz MANUF. 9C1SSOR -1 7 i-"' �s 2x BLK'u. -� . i _ \ TRUSSES a 14' O/C. ^'�' __ .� - '91MP9GI1" H?5 --_ F�` 0 rte` 0 .• - 3 10d ..1.01, 4�JJ 1 X 6 LEDGER W/ 1 1 / + / r(� ? Ibd iil EA STUD. / / t - MANUF. PRE 99 PLATS � v , I MAIJUF. PRESS-PLATE 3 10`� `' \ TRUSSES a ?4" O/G ^, TRUSSES n� ?d" OIG ? X 6 a7 74" O/C / �� V Q t 9C ISSO/ tRUSSES 2 x D 'A?4" OIC /�,.. _ TOENAI; TO LEDGER //' �� \ ?4" O/C. �f" Y L W/ ?- IOd EA, SIDE. /� /' `- 'S1MP90N" N?.5 / /�/ -- fl EA. TRUSS. "SIMPSON" LUS2b - --- 2 x 6 LEDGER W/ i / - "SIMPSON" H2.5 i ?- Ibd '1a EA STD m a /'� a'1 f A TRUSS. W/ 16d 6 9" O/C V / E; / 4` "SIMPSON" LU24II r1T0 BLK'G. ,{' N "91MP50N" A35 / 2 X 4 BRACING • _��I1/1` 0 EA TRU95. ? x b LEDGER W/ a 24" O/C 11'`I -- 1, - 2- Ibd 9 EA. STUD. J X b LEDGER W/ E_` ? x 6 74" O/C PROJECT 9327 ' r. ? 16d '� EA STUD. I V?° x I I I/4" tlMi RS IZ4r 1D TOENAIL TO LEDGER STUDS al Ib" 0/C. WI 2- IOd EA SIDE ,r, 222- X 6 ?4"O/C GYP. BD. - \``- 1/2" PO'D. SEE CC TENTS ' TOENAIL t0 LEDGER ...t.i7 • -- 6► WI 2- AOd EA SIDE 9HEARWALL SCHEDULE r• �- IOd 'a1 6 0/C V RC OE FRAMING DETAILS , ... ....44,_____ 2 x 6 STUDS aT 12" 0/C 2 x 6 al 16" U/C ---/1 REVIEWED D B'T . TH -_� 1-/� - - DATE , 1/11/96 REVISIONS + /'13/'31 © _ 6 7 8 • " S6.1 S6.1 '• • S6.1 ,•,. ,'•7 86.1 PR�,��,r txR+•,•mayy ~ 6272 4 ">r . n,, 1 t 4 .1. r gIMP90r I' �1?�� `""" �12. ,OP JQ i "Slt 1{�SON" A34 - "SIMPSON" LSTA1? RF. PLY'D. �, W• �5�0 EA SIDE, STAGGERED. ��, - "SIMP.',.t1' 1-51AIJ fid"0/C. � / �-s2l'!1!�7 t i_ t .000,00.,00 --„-- BEVELED BL1G'G '~r fC • _-__ ._---- -- - - W/ 3 16d 'IID EA STUD, ONT. 2 X b \ \ MANUF. SCISSOR \ \ FACE NAIL UPPER ---/ 2 ,' , FLAT t31 K G. 01 ---\ °SIEA TRUON" A35 :=' r _ TRUSSES 8T 24" 0/C. ROOF PLY'D. --- \ PLATE 10 LOWER "SIMPSON" Z GI.IPS a7 24" 0/C. EA TRUSS. - -� " PLATE W/ 16d NAILS \ I I 1 X 6 GST 24' 0/C - 1A F3LK'G. \ - -"SIMP50t1' 112.5 I �� S 4" 0/C, STAGG. TOENAIL TO LEDGER .. . \--- 1 r 4 OUrLOOKER W/ 1- 10d EA. SIDE_ \ o i'� 1 X b STUDSc.- '� \., 3- 10d \ /,' lAr .1.0 .......17.:'s,------- -- 1 x e d ?4° o/c ? x e a ?4° o/c .. �� 2 6 BLK'G. 'SIMPSON" LU926 - -- "9'MPsotl" H2..5 ,y �� ) LA rRtl99. ='L . / -- ? X 6 STUDS 0 Ib" 0/C = "fir ,+I 3 X 6 BRACE aS - "SIMPSON" 1.StA?4 /' ' d' U' O/C WI11J / !•(PSC TT \ /J \ "SIMPSON" U36. CEI ITER STRAP 0vER lad 6 6" O/C /5/ < -- - I r--,s,........` 1 V?" XII 1/4' TIMBERStRAND �-.�w ArJ!D GNT L. BM. t3RAGE I------- --- \\ �� Z._____ •y / :.4./'' L 2 X 6 LEDGER W/ - STUDS tt7 I6" 0/C. `� III 'iIA.Y•= DOUBLE TOP !p• ----,:\ Jamas Cl. Pitz, 2- 16d 9 EA STUD. 3 IOd --- a` ---.. --_ ,� ' / ��'� MANUF, PRESS-PLATE �4 ��- � \ ��►�•'/ TRUSSES 's 24" 0/C. r --- ��+ 2- Ibc; f>1 EA STD. "SIMPSON" H?.5 \ t�` _±.63714% y / �'CINE£P PL r'D. SEE - _ "91MP5011" LU24 ---� ' W' tbd a'1 11" 0/C `�__� SHEARWAU_ `L��L� INTO Dl_K.'G. SEE BNEARWAI-L -'� • �, IL \ 15 9CNEDliLE, Coneultl Structural Engineers SCHEDULE. ? < 4 BRAC1N6 11�JJii\\ MANUF. {�{+iE89- TE A- 1 1/2'X 13 1/4" TIMBERStRAND STUDS y a'1 24" 0/C �,. ' ' ,Try\�IAIPS �.- TRU°,FeE9 ST?4" O/G. 320 w. Stark. Suite 4;36 %i�//4 2 x 6 STUDS Portland, Oregon 972O4 3 x 6 BRACE 8J ��\\ c7 16" (-)..r Trt (609) 22A 1286 Fax (609} 226-3130 B I Ii1" x 9 1/4" tIMBERStRAND STUDS 4'-O" 0/C VP` ; � -- 63/4" x341/2" GL. C 2X6SfWJ - �- -- � � . J`,-- GYP. BD. -- - %/� 5 i 1 ci) 10An 1f,r. are�►g the.xcitrt,.trqaerty�rAPGNITECT•L A. Rowe,repr'ocirctbn or pUbl'�etton loy nleserrs b etrtctly lsul�)�-oaa�) S6.1 S6.1 S6.1 •1'P protlC tsa except EN w,etex,�+►,nee1«+ of ARCHITECT•L A. Q COr' 1pY1t - - � s 845 SW Walnut PI. 48 ot'59. 5� W.w mineValltliPRiuMt$rstklv?:;1,y�•tu+ + wu • _ l 1 I I I i I III I I I l l l 1~I I I I I I I I I 1 T I I 1 1 1 I III I I l l l l ! ! I f l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 i i l l l l I L I I 1 1 1 1 1'1 I L I I a„�+ ."`A "''' M°'" "`ots,4t` .^' IF THIS DOCUMENT IS LESS I I I I I I I I ( 1 I I ( '•" '�'1 rl I 1 i i I i l l 1 i / I ► LEGIBLE THAN THIS NOTATION, 1] I �l � I_-- 9a I '"i -- 61 I- /1 _ O! � �L- � �I I 11( I IT IS I 'J TO THF QUALITY OF Nom V 49 Ig/ isl �/4 /9 9y THE ORI )INAL DOCUMENT• �► i����l�fil�► ���( IIIIIIIIjIIII� � 1��1�► 1►li � l ►il►� IIII�III ��il � l�l �ll��lI�� ��f�� � IIII�IIII �II►Itl �ls �lIGIIIIII��II�IIII�III1118��� I �� �ll Lllflil1911i1lli9llilllyill13 0 x ?Iii elilllliilliil1 I •,„ 1111111111111■6.. • Alif v 1161111A1 _,.. . / \ / \\ - ,, / --1 '\'- \ / -, ->,— / –-- -- -- -„ k //\ A R C N I t E C t • L A % _—.. 77 / 805 51_ SHERMAN 91 Rtt f \ 1 PORTLAND, OR 91214.4666 1 1 % I r- \�: /"1 \ 1 \ / 5 0 3 / 2 3 1 - 1 1 2 2 MANUF. pF93PLA1E �. / CS6, j \ / F A 'x 5 0 ' ' 2 3 1 - O 3 1 l 1 TRUSSES a 24" O/C , — /� �, / ��' ) MANUF, PRESS PLATE LOBBY \ 1 � TRu55E5 S 24" 0/C 4 - 21 �_ --�. ---,- b is li WINDOW ( ,._, HEADER ____, 4__) '\6!,1,; c..2) -- Y IE .- - -- 91Mr�90N" t.113,to A / I �-- --- - ---_ A ---- n ��, / - LL I la' 1J1 a ?a 0/C ' I �- - 2 x 8 BLK G.1 2 .y4 a 16" 0/C -�Al Ci.) � V4"• E o• O I 2 x 14 STAIR / f ` 0 I STRINGERS -- 2 X b BLK'G. V as 12" O/C. EN _S_HOWEP LOBBY �� }- 1131 — 113A --- - 114 N. 0 ''.---1X8a24" O/C \ I ( -\ /--------\ J ) 0 0 Q \ / a 0 o , ........_ _ _ _. ..... _ ._,...... J 1Qo va• = ro• Q (::21 : S7.1 W Z G Q _I Z Q Z .2 ., C ° ?fib. 911'1. SCIS8OR ------ I -/ It \\\ /.'- '' ‘'. .'/ 71111h11111111. a)\ %NM TRUSSES I 1\ II L SEE GYM � 1 I FRAMING �/ I I pL.AN. • A PROJEC? + 9321 I? ' MANUF, PRESSPL TRUSSES a 24" O,'C CONTENTS : BUILDING SECTIONS 3 C4) NOT USED �*5 NOT USED REvIEa11ED BY s /.1-4/.1-41/.4" • r-o• DATE 1/11/96 la5NY • REVISIONS 2/13/91 .4: IRS I c� 4° ,V 627 '0_1 t . 1' OREGON Iv F lytiq� JQ CRY W. `5�J 6cq.�'Ll11 X91 --�E) ? x 4 ROOF JOISTS a 16" 0/C. '-......`......... /-1)34.0,x, a-(E)34 x 6 PURLINS i--`•-__„.4.._.. '-Cr' O/C. ` if.----.-:-:,'......, m / -2 X 4 ROOF JOISTS a I6" 0/C w -2 , 6LEDGERW/ ---- -1\,-- --T.: iE_) GLULAM ARCH. �- / 2 I6d .W EA. STUD. / \ REPLACE FyIS1,--- \ / 1; '1,--, r•- 2 x 6 STUDS, EXTERIOR WALL I I 2 k 6 a7 24" 0/C I �\ E/A/4" " x I? I/4" W/ 1 X 6 STUDS TOENAIL TO LEDGER ' x 6 3/Ir, W/ d 43 3/4" rD M.B. L SUPPORTED F3Y I i -- W/ 2_ 10c.1 EA. SIDE. I I 5 I/8" x 12" G -- . ___Ir___- - -2 x b LEDGER W/ 2 Ibd fit EA STUD. --2 x b GLC. JOISTS a 24" O/C I II W/ "SIMPSON" LUS26 HANGERS. - / C� I ---10.3 / • I 3.. I �,. Ii.....1--------- 1/4 _ •- �' _ - - SEE SHEARWALL SCHEDULE. r 3.. I/4 V 3, 2 6 9Tu�S 0 16" _NC - i. - I / ®. I �CTui-� - MASONRY BRICK VENEER W/ ---- A I _ 3 _ L__J 3'' l 0 - # MIN. 9 GAGE GALv. WIRE MASONRY (76;'Ci------;,+‘41)1;01: ‘\ �/R- I/4" 1/4" LarIANCHORS SPACED 50 A5 t0 SUPPORT1/?" NOT MORE THAN 2 SQUARE FEET 1/4" .• 3" DENT e- -- � • 1 James a Pierson, Inc. /\ • OF WALL AREA HUT F101 MORE THAM I? Ibd NAILS. -7 A L. 3 3/8" 3 3/8" "11�:C � 1:: / _ J` 24 INCHES OH CENTER HORIXONIALLY• 5 I/8" x 12" GL ---- /--- \ ;;p kr 10.t / 4" CONC. SLAB OVER 1/4" x 4 3/4" k 12 1/4" SECTION A—A �NE P '11-01110 I 2" 9AhID FILL END Ip. W/ 3 3/4" m M.B. : L_ � VAPOR BARRIER \� - (E) GLUCAN ARCH. na nq �{ l - 1...71 b" GRAVEL FILL !E) STEEL JOISTS -- I ,i OVER COMPACTED FILL - onerucl..orn1 F., tneera 320 9.11 Stark. Suite 6fle r I Portland. Oregon 97204 `-'�-`- Tel: (503) 224--1204 Fear (503) 224-3190 (E) RETAINING WALL - 6 I 7 _51 . 1 va•• r-a' S7.1 I/4'' . S7.1 ARCNTECT•L 0,61.e. Re1Ms,r:1rkodlctlr3n cr publication by arts means le strictly o ted except by twitter pernleelon HI Q 9845 SW Walnut PI. ©CcyyrIght-------_-.-___-__,199'! 49 of54.c'9 49 of535�' l. • IF THIS DOCUMFNT IS LFSS IjII11f IIIIIII IIII1111111II I l h11 h11 I IIIIIII 11T1111 IIIIIII 11111 11111111 1111111 IIIIIII II;II�jI IIIIIII IIIII 1111IT11 11111 1 111111 ljl 1 1 IIIIIII III III IIIIIII III I�I / ► I i 1,FGIRLF THAN THIS NOTATION, I 11 �1 L. - - I 141 I �1 6I I- J I - I �l II �, ^_..�� ��I- I 111 I 14 / 30X . IT IS DUE TO THF QUALITY OF l _ _ _ t9oSusi as THE ORIGINAL DOCUMFNT. �- 1 r �1 l �s 615 9L LIS L L t 5 S �L 1115 �L 6I 1 61 " 1 911 I"." " I sit I (It I TTI �T I I6 I IL I I�9 I I I � I IL ( It NnrM IIIII IIIIIII II II II III I II II II I I 1111111 II IIII IIII II 111111 I IIIIIII I I IIIIII 11111111.1 IIII III I IIII1IIII IIII1IIII IIII1IIII 111111 III IIII IIII I I IIIIIII IIII II II IIII 1111 I III IIII 1111 IIII IIII IIII IIII IIII II II IIII IIII IIII IIII 11111111,1111 IIII 11111111111111111111 IIIIINII tu :sart� s b w w.:,:ti,.aaw:xc5'��t'+�.$4 r ntiaa, w y ,wcuxYatiwW'tr ,iJ! . .r.. .:..a.,,. .S6Y6 �"i;:aea,7#.La:k'd:.,a,�«.r,we .: �,�.. 1 � ., u , a.. s.r ,e ;d,,: ''iY.t'•Id+Y�oYdklGkYict.Y:r': ... ' I . • • II I • ___I 1 l'I Ad IL , • V ------,.‹....„.... \\ _ice/ \� • • / ARCNITECT • LA FTj805 S.E. 3ERMAN 37RF �� �--..\",-.. PORTLAND, OR 91214-4666." rO3 23t f Ia� --�� _ `�- -_�� FAx 503 / 231 - 0311t 9 ��- 2. ,'.\ :1 MANUFSCISSOR FJ / '6) 24" 0/C _ . I ) • -- 1 I/2" X II 1/4" TIMBERSTRANDI 2" x H I/4' TIMBERS/RAND STUDS a7 ?•i" 0/C. STUDS a 24" 0/C. • U z p c7-1. ----------- 0 U W 1 O cr).. . . 0p W �/ 0 V 1{�iY� , .. . = ,,, 0 . . W W i Q p 4--- 2 ....._ iq .di4OPK:.___________.._._--___-........._------------------__......., /----- O MANUF. SCISSOR TRUSSES / \ LULL I ! 1 1 • < 0 LA \...........Q �. / I , I �/ � , / J I I ! f- < Q, / ! 3 x 6 t3RAC..E 0 48" 0/C M \-...1_�-. I W/ "SIMPS0N" U36 > ! I 2 x b S 1 . 24" O/C I /�1'' PRO./ CT9321 3- 16d_ _. 4.... 6 3/4" x34 V2" GL. TYP. 1 1 MULTI PURPOSE ROOM 1 1/2" X 11 ,/4" TIMI3EI2STRANG CONTENTS r-- 1 / — STUDS a 24° 0/C. 131J!LDING SECTIONS • \ . \--- 2 X 4 CEILING JOIS1'S S24" 0/C. r"` 1 or • REM"IEIUED Bf r TN "r"----,-...._________...� DATE : 1/11/9e, 1 1/2" x 11 1/4" TIMBf_RSTRAND STUDS n'7 24" 0/C PEYISIONS : 2/13/91 _ se ftTUF` \', /I I / \t IOW \ S• 6272 41 , OREGON ,,' 2 S7.2 va• . r-a' 1 . /,-PC1^ui9� y h. V l James O. Pierson, Inc, \CINES% Consulting Structural Engineers 320 S Stark, Suite 536 Portland, Oregon 97204 TeL (603) 226-1296 rat (503) 22e-3130 t 1 f• I . 51 „, 2 tMe ct TECT•toeL A t1�excLr•ivscr tiidynrX ARCHItMNs. f publlcatkI►1 1y any swains le strictly , . 1:3 F7rot•Ibtted except By us-Stew psreSselen 1311P96.0449 9845of ARC�NITEGT•L A 5 of 5 SW Walnut PI. Crra*�---------..___- ___�tm so r�rr .. • llllll I I lII 1111111 I I ill II I I I III III 11T 1iT lil I11 lIi I 111I 11I 11I III III III III I I III III I(! !LII t1t 11t 11t 1ll1 tJr 11t tj11I1 t I1I 11l 111Itil 1�1 III IIII1 L1t .. . ,ems — ,_.,. �._ . _ > aaR4{na+ ,.a,,Is<wa �a. IF THIS DOCUMENT IS LESS I �� I ► �h ' 1I 4I �� 6I ( I hl 8L 91 • � lb� 1LI lZl 0 s 1 J I ' LEGIBLE THAN Till's NOTATION,O 30Xg IT 1S DUE TO T11F. QUALITY OF — -- — No 36 e�� THE ORIGINAL DOCUMENT. _- _ _ L £ 8L B LG BL L tli £ 6 iL L 8t Bt Li 9t 9t f[ £i Lt tt [ 8 L 9 Q L true 11111 111�%..T►i11►11111►a11111�1��i���T��i�11►. T��i���� ll11l11 ��11i1►�1i111111����►11I�11l►111i11►�►111a11��r1I1i11111111111111111111111111111,111111111i�111 I��IlIIII IIIIiIIII IIIIlIIIIIIII�l���� l��l�ll 1i11i� �i11t�til�tTtll,tttttlttt� ititlltl�tttiitttlllll,u►I ... 41 r • • • Id\ 4_Q,, i„i aft Y'�{v.a& • :%;','1,,' had ' . 1 { a A1, :,Jryr+ fir. • ' POTTER-ROEMI:.Ot.• , INC. 4.0 SPRINKLER �IANCV TA,N • PI. • . . .. ACCESSORIESri, A Subsidiary of Jay R Smith Mfg.Co. IIIIIIIIIIIIMms4 FLOW SWITCH FUNCTION: Used to detect a flow of water through a sprinkler system.Transmits an electrical impulse ' tc activate audible or visual alarm. Retard feature minimizes talse alarms ' REGULARLY FURNISHED: Red tamper proof switch housing with flow paddle. Adjustable pneumatic retard setting from 0 to 70 seconds. Two single pole, double throw microswitches to operate separate circuits, 120 Volt A.C. Type and size as selected by Figure Number. - - 6200 SERIES 6210 SERIES • 6215 SERIES for Steel Pipe for Copper Tube for Small Diameter • • Fig. Size Fig. Size Steel Pipe r ,' • r 6201 2” 6205 . . 4" Fig. Size Fig. Size 6202 2'/2" 6206 5„ 6211 2" 6216 1" 6203 3" 6207 6" 6212 2'/2" 6217 1 '/2" 6204 31/2" 6208 8" �"- SUPERVISORY SWITCH FUNCTION; Used to detect uoauthorized operation of a main control valve in a sprinkler or standpipe system. Transmits an electrica impulse /activate audible or visual alarm. f N.A004`*!/ ' la .. V /1; i .j • <141:4 ' 1 N 141 ,C.:-:: '' L I tr i/' I 1.--, , tom( , Fig. 6220 4> (c70 Fig. 6221 ® ! ( l Fig. 6222 �, ( FM For use with OSB�Y gate valve For use with rising stem For use with sprinkler � Fig. 6223 � from V2" thru 12". Red tamper Globe valves from '/2" thru valves. Remote installation typeForuse val eshapndst reinuulat nor proof cover with J-bolt 2V2". Red tamper proof cover allows varied application. valves. Red tamper proof mounting. Two doubles pole with collar and mounting Red tamper proof cover with cover ' nip- double throw microswitches. bracket. One single pole, pipe mounting mounting bracket and water- ple, two single pole double single throw microswitch. proof ;;able. One single pole, throw microswitch. normally closed, micro- .....,.. switch. ALARM BELL BELL GUARD PRESSURE GAUGE 110 i ��J0 1, /� i� 90 10 �! :•,��' ,, 3....0 , • 110 Y.10 I*" 110.,, ..."-----:=7:2- I G :.i. loo r 9 ) FIg. 6230 Fig. 6235 (t1 FUNCTION: Used on sprinkler or FUNCTION: Used to protect �� Fig. 6240 FM standpipe systems to sound alarm when bell operating mechanism from entry alarmof standpipe system Ito sed on pr� activated by electrical pulse from a flow foreign matter. providepressure switch or other supervisory devices. readings. REGULARLY FURNISHED• REGULARLY FURNISHED: REGULARLY FURNISHED: REGULARLY red enamel steel bell with a 120 Cadmium plated wire cage with center Polished brass or stainless steel 3'/2" case hole for attachment to bell. with '/a" male N.P.T. connection. Glass en Volt A.C. electric motor, closed dial with pressure range of 0-300 VARIATION: P. S.I. 12 or 2.1 Volt D.C. Electric Motor (speciy) maw B U P96-0449 9845 SW Walnut Pl. 51 of,�'S5 Page 6-6 9I liminewmforgrwiesrporrow .• ' I I I I ' I I I Ili 1l1 11I1111 l I I lLF THIS DOCUMENT IS LESS TtI1IT 1IIIiIl i11fi iII1 1 1I1 � 1IIi1I l ! ( ! ! I1 1T1� I ] IT 1 II ( 111111 ( I ( I ( I IIIIIiI iIIII III ( I ( I I1iIi11 11i {111i1 T1TT(r I 11 Z •,LEGIBLETHAN THIS NOTATION , 1 4 _ No,36 .wwr.,. . "LT IS DUE TO THE QUALITY OF _THE ORIGINAL DOCUMENT . - I6 I7909US`t cqg /9(77 .SZLZ9Z Z1714 ZSZlg IIZIIIIIOZIlll116III 11g1 11L1I1IIIIIIiIIIiI9IIIII�I( �IIIZIII ! IIIIIIIIIII1111IIIII1111iffiliiiiiimiliiiiiiiiiiiiffiffilliiiiiiiiiiiiiiiiiiiiinummill IIIIIIITIIIIIIItIIIII IIIIII IIIIILII� II9IIiII•II9 , 1ICI anuA T -0s ,.I 046 4**At dr b. G73� .._ x4',+ W9uz'a',F1ilt:3. -d ri? Lw;..rlltt...„.'MSe. ... . _ Ict',.:.:,,,,',,y!,',.;;4 4 . 0. 'URNIWILKINS ZURN/WILJ(nINS ,.. MODEL 950 , , , . . . Double Check calve 2 1 /2" Thru 10 r , ;7) FEATURES +J Sizes 2 1/2", 3", 4", 6", 8", 10" U_.) Double check valve assembly consisting of two 0 independently operated spring-loaded center I guided ' heck valves i ri Li Fusion epoxy coated maincase, inside and out i f ',,I with an FDA approved material • �' _1 Complete with two non-risingstem resilient � � . ,� sent wedge r:, .,, , .�-1 gate valves and four resilient seated ball valve test _7 . �,c��� ,.A - ..\.‘ 1 . cocks ' �,t- . '", . e.; .;;, �, ,,t 'a;,, - ,''`, '4" : c'; �> Replaceable seats and seat discs 1� ,r11 ))] '. a .r.:i stt-' ..-�4 '•1 k ,�• 4 4.:44 t 0�r U Stainless steel and bronze corrosion-resistant .4, internal parts • \A Li Entire unit serviceable in line i.] Temperature range 33°F-140°F U Maximum pressure 175 psi U Listed: ASSE-1015 (Vertical/Horizontal), IAPMO® MODEL 950 + listed, CSA, AWWA, ULA, FM, ULC Approved by the Foundation for Cross-Conner+ion ., 2 1/2" — 10" Control and Hydraulic Research at the University 14 (Shown with optional OS&Y gate valves) of Southern California for horizontal (all sizes) and vertical (sizes 4", 6", 8") installations OPTIONS *(Some Options May be Combined) Model 950L Same as 950 except less gate valves. Model 9500SYSame as 950 exce , pt with r esilient wedge OS&Y gate valves. Model 950FS Same as 950 except supplied with "Y" strainer Model 950FSC Same as 950FS except strainer is epoxy coated inside and-out with an FDA approved material. Model 9500SYFS Same as 9500SY except supplied with "Y" strainer. Model 9500SYFSC Same as 9500SYFS except strainer is epoxy coated inside and out with t an FDA approved material. • ) , BV P96-0449 19845 26 SW Walnut Pt. 52 of 51 Th THIS DOCUMENT IS LESS :v111111111 11 ( III ( � 1 ► I ( III I ���.. �T I III III ' iTT t17 ll � IIr111I t111 � I� 1II 111 11 . III IIII I1i11 III III I 1 III 111 1 1 l 1 T T T T T 1 I I l 1 1 I 1 1 I 1 i i I I 1 1 I ) J I 1 T 111 ! I I ! 1 1 ! � ! 1 LEGIBLE THAN THIS NOTATION , I I I I I l 1 4 + IT IS DUI TO THE QUALITY N , – --- - — 6 . 1 8 R 10 u I 1 Q THF, ORIGINAL DOCUMTNT . _ ..�.., 'qqj 6Z8ZLZ t Z � Z I SZ L t ig 6i8T t-i 9TSSTI � TStIZTII 6 _ 8 L l'I-1;1-T-ToTic IZ T ,�����iVIIs III) IIII IIII IIII IIII Lig IIII IIII IIII !III 1111 IIIIIIIII.IIII Lig IIIll II11111111 ' IIIIIII IIIIIIII IIIIIIIII Ilii 1111 1111 I I IIfi II 6 )(11. III11111 �1111 IVIIIIIIIIIIIIIII I I( VIII (IIIIIIII III111111 (IIIIIIIIIIIIII lllllIIIIIII I IIIIIIII( IIIIIiJII • 1 N y�it 4 � :, .;,,,,i;„ y R,• �t `` `�5N �. F. �' 461 � 8�jb �� '��� vY . z� !y .fir � � �" r Y 1 ; ''' ' , , . . MODE ., . ,, . ,__ L 950 4 . „ ,. 1 ,t 2 1 /2" Thru 10�. � 'NS & WEIGHTS DIMENSIONS (INCHES) _ WEIGHT (LBS) E E E WITHOUT WITH WITH OS&Y • B WITHOUT OS&Y GATE OS&Y GATE NRS GATE GATE NRS GATE GATE A GATE VALVES C U VALVE OPEN VALVE CLOSED VALVE F _ G VALVES VALVES VALVES 37.12 2200 4.00 8.00 16.00 14.00 13.00 8.38 4710 153 261 253 38.12 _ 22.00 4.00 8.00 20.00 16.00 13.00 9.25 48.75 153 277 263 50.28 32.12 5.00 8 00 23.00 19.00 15.00 12.50 65.25 371 537 541 62.00 41.00 6.00 10.00 31.00 25.00 19.00 14.00 80.12 604 866 882 71.12 _ 48.00 7.5011.00 39.00 30.00 24.00 17.75 95.37 1159 1569 1587 84.12 58.00 9.00 112. 00 46.00 36.00 27.00 21.25 113.80 1487 2199 --- 2179 • • 1111 411." %is. IS:j., ,, 10 0 O• Aa ___ w PT ,...-- i.r... (1.----)00 oho ' ir to - t • / F 7- - D - - C _ - G- - - • V1ACTERISTICS Model 950 21/2", 3" & 4" (STANDARD) -. Model 951) 6", R" & 10" (STANDARD) - -__ _ _- • __ _ X10 � = _ .� 9 • 200 400 600 800 a 0 1000 2000 3000 4000 FLOW RATES (U.S. GPM) 0 Rated Row FLOW RATES (U.S. GPM) DEL 950 65mm, 80mm & 100mm (METRIC) MODEL 950 150mm, 200mm & 250mm (METRIC) _--_ -- - - 80mrn..�_._ .__100mrn_ a 90 _Y - 6amm ---- -------- -2.50nim • 60 - - 150mm-. - 200mrn - -- O - w i ------- - ----------- ---- "` � D 30 10 20 30 40 50 0 50 100 150 200 250 FLOW RATE (I/s) O Rated Flow FLOW RATE (I's) BUP96-0449 • 9845 SW Walnut P1. 27 • 53of.5S" I I" THIS DOCUMENT IS LESS TTI I-1T� 11 I c II�-f 111 f rl I III I I l 111 t III III ITT TTT '1 I I"T 1 I I 1 T 1 111 1 1 1 1 1 1 1 I ( L. . I I I , i I l 1 l 1 L T 1 1 T 1 T T T 1 1 1 l i 1 i i l l i ! I I I I 1 1 I T 1 11 � I � TSI I ! I I I I I 1 1 1 1 . 1 1 1 1 1II ! ! I l l i 11111111111111111111 LEGIBLE THAN THIS NOTATION 11 4, + � � R 0 1 V � , zi IT IS DUE TO THE QUALITY OF -- - -` _ - - THF, ORIGINAL DOCUMENT . USI. i Illin r19619X • E 6Z , HZ LZ 9Z Z PE SZ G OZ 661 gi ,GI 9I 9I �► T ST ZT TT T 6 B L 9 Q �► Z T ,,,1� IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIIIIIIi1111111111111 IIII IIII IIII IIII 111111111111111 III ill! 1111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIlII I I IIII IIII 11111 II IIIIIIIII IIIIIIIII IIII 11111111 IIIIIIIII IIIIIIIII IlIIlIIII IIIIIIIII 111111 II I IIII I I IIIIIIIII IIIII'1J11 -______ _ ' will -, ., ,,,,,, 1 1.40 + _ f / CUT IN SIT-1J x 8"FLG TEL AND 8'MJ x 2' �N 5324.5 .-T - �, 8S I PT TEE W. 8"FLGR'1J GATE VALVE AND - __ -__ --- E 10316.55 �- - ;"., \ ,, B''MJ SOLID SLEEVE (L.P.). CITY ' 0 \ _ ' - __ / '" PROVIDE 8"MJ GATE VALVE FOR EXISTING 6 �_ _ 7.____-_________- /80 - _ B" C.I, \ • TC'aNl� // __ >S i 8" GATE VALVE - \ C2 ). - O l :\ �` _ _ (USE 8" MEGALUG) r� '...N-:\ - /es - _ - - �__-_------- �` � \ 4 GDP DRAIN \ \ AI�C�4ITEGT • LA OUT► t 1 e'\/' .'':7 ''"----_�_`� ,. \ '9p TO DAYLIGHT 805 E SHERMAN STR.. ET '4 , L `RT 1 \ s k -4. SECTION - no f ---`''1 � \ ,. PORTLAND. OR 91214-4c.�6 i. _ �- / - - \�_ . - -_ �\ --A\ 503 / 231 - 1122 / - ,, .rte•�`SIP'. FAX 503 / 231 - 0311 at, LINE W17N PIPs �1g ���` TL17 25 L.F. - C:ONTR_OL _ 4 �� i 12 CSP _� 2 - 8" 45' BENDS � �. 1\ -4' MAXIMUI' '� ` 6 eIJCr - -----`&ED IMENT FENCE© /� �� W/GONG. THRUST BLOCK• -t-+ ` FROM P/L '��( '' / i - - - �! �� C2 _ Ip' DF 6" G PIPE, _ ' \ -A) 1 ,� 180 - DS Yo \ !7j WITH G.V. FOR . 1" • r 1 fit; I E. Ill 41 FUTURE PROJEG ,►/� wA'f�R QUALITY POND D5 "5 X O ,4 - - _ _` ---, BOTTOM 114.G0 • It I.E. 111.26 �_ - _ ��` ;Zr �lN' (ri f 41411111.0.1101VVF 6 s�� ���•R g„ X-��X``'_ `�' 1 ----:-. 3 p 1116*TER PAVING ( 1 _ , __ - 8„ � ENT- ••NCE DRIVE `l CO •2 5D 8p GO '5 X _� 1 b1 1.F CO •3 _ SIRE STANDP CON IT ON 11*�,�' \ 1 O(4°61 • - DS •l 5 DETAIL N - l --- FIRE DETECTOR GNEGK VALVE 1 m` DS M4I.E. 111 61 - FIRE HYDRANT Av' EMBLY ANDVAULT. SEE DETAIL -� r\�1!<, Ill��- I f���l�S � 1� !-,� SEE DETAIL 3 =400---. -8"x8" b" TEE �� ��tJ� 14 L F. SPRINKLER / U In 1 ' 6..L.F. I _ RISER ROOM \� ' - I --� ` ILI \--DS 8U I�.D I NCSLI _ . �4E- \ 1 4" GDF DRAI .� �- - tl__..__ W. LE. 111.10 �__ If Ll F.F. 182.-IO JO DAYLIGHT-- \ i • - 00 �� CONTRACTOR TO 'VERT Ci) y -43 L.F. 6" SD �� W4TERL( �. O 1 E," C9 :E5,, •1 U6 °8 NE �% :. �.�- �""� \ NOT WATERLINE L EER ,, - • •SE OF UTILITY CONFLICTS ' III . \\ . 118.30 I.E.1•i°.Jt3 6 ' GIaECK VALVE t Ai 8"/B"x6" TEE -- - u u u Q L.F. QQ X4TEE SD 181.D V • ; SAN. SEWER M -7J :.a �«, .."4" �� _� 4" GNEGK VALVE LF 12" GBP #L.yERT f CO •6 IN 615-WA VAULT '�.-,. - •" 1 1 INLET -• \ o' �����•,�b��� - I ;` 1�' 1 \ \ 119.pkwassain ,, et L F b„ bp REDUCER 8 X E�' ,„ 19.3 1 '11 0,0"�l� pp II I 1 ai 1 -,-... iii- ....x-,',,-„„„;,16-- .44• 11 iii ...12 iriag 1 I I 1.1_ill I- (-.) B ,... ,:).: 4,, ,...„............. Jiro / , I,=. 118.5 # ��° LIMIT OF "TENSAR" GRID 1 G .� EXISTING Li Z }_ 8LIILDING 1 I 4N.,,......:,..,...........,„,,.......„,_, 1I \\ \ , r\ n - -1 \ LEND I el co = 6" CLEANOUT \------ DS ■ 3" DOWNSPOUT V (I 1 � 1 L' 1 ��, 11, In \ 0 0 1- 63 \-4 ," * • ( ...___________________ I NT9C 0 10 10 40. I\ . PROJECT: 9321 1 s 1 __�� -.� -_ I CONTENTS: 1 y \ \ /'� SCALE: I tt=20' SITE PLAN AND PROF_E FLAN ' REVIEWED BY: I a DATE : 1-11-96 • REVISIONS : / FOR GRADING I0-21-96 HHY • A GRADING, WATER QUALITY -. - -- II-21-96 HHY/ GLUM EX. SID -WALK 192 I PER CITY 01-01-91 HHY CONSTRUCTION REV, 10/1/91 CV - - .- , EX15TING GROUND 1W�__ -- 190 190 - -- 404 11.- .. 4 4/ 1W - --- . __ 4. 1__ CONC. STAIRWAY `� ` . Q2 In UX1400 Il75 - 13'r tR1=A03`- . 0 TENSAR t6'� b"�ISEr�B �� 115 IBB - - -- - -- _-r,*• - - I89 FINISHED GRADE __- -4'141-11( SIDEWALK. .A - - - (CROSS-SLOP 2% AWAY FROM BUILDING)- \ \ I + r • • ► • • I •e. /__ -- i I I" _ _ I / , _ 180 -- () FINISHED GRADE - UJAT R QUALITY 1a0 186 rn UX1400 18i , __ � PDND -- - r 1�" CULVERT - --- OVERFLOW 116.10 _ ---- - -ENSAR� --- ' / RIM !14.10 STRUCTURAL, - - FILL 115 -- - - _�� 115 1B4 -- - • • . ' • • • • . • • _ --- - 104 ri -- ---- - 1:E113.00 11 I • I J - --- s-... -_I 1 (/ M -... prili/1/1) ,• 4 4 ,\I‘1 - _ 12" GSP- 0 fi \ T 3 110gliCONTROL -- STORM r SEWER----- 110 182 ' 162 to A f�TRUCTtfRE __M-_ _ ..41± )7 1 • -p- h. 165 IbD ISO ISO ti0 PROF 7 '��t. F Es% Q F 1�68(I ITr an TENSAR STABILIZED STRUCTURAL FILL OREGON CT I ON 4-A CT Q y1'01-. 19•t--''' + SCALE: I"=20' NORIZ. 0 SECTION {.�- pH'1 R�8 0 SCALE: I"=2' NORIZ. - o 1"=✓' VERT. I"=2' VERT. [EXPIRES 08-30-991 - -__..___..-._. -._ -- '- DEA PROJECT ABLXO0O3 ( i o� g-,R / // Thls drew^ng t• the excluslve property Of f`7 publlratlon by Any means Is strictly ARCHITECT •LA. Rause.•eproductIon Or o P-qt.,Q(o.C�ui(� DAVID EVANS AND ASSOCIATES, INC. prohlbtted except by written rermleston or ARCHITECT : La ENGINEERS, SURVEYORS, FLANNERS, IANDSCAPE ARCHITECTS C - g I Co rl hi li Fl li )--Lie � - Wal 2626 PIT CORRETT AVENUE PORTLAND, OR 97201 (503)223 6663 '19_-L- ei 9321 Al SITE PLAN I/2U.0 1 L��.� _ - -.-_--..--_.._-__-.-.--- -.-.----.--.-a,.. T. 1F THIS DOCUMENT IS LESS iiF II( 111 IIIA 1111 IiIIII III III I i III III IT1 i�T1�1 IIf 111 I I Ilr ill 111 III til III III 1 IIII( Ili III I Illtjt IJr IIr t 11111 rJT rJi r i III III ill IIyI III III III I I LEGIBLE THAN THIS NOTATION, I I I I `1 I I � I I 1 4 ( 15� I 16j- I _.I �1 I I Ql I �l I 0 I I til I I 14 IT IS DUE. TO THE QUALITY OF - No AI _ - - __. gush as /997 THE ORIGINAL DOCUMENT. -� 77 7 f SS-B�L II fIL GIL ++ A1C >G - 1�L Z L1E I �L L 8 I BII LTi _aT ( 9lt I td� I SII I L T I tlT II�t I -1 I I I 18 I 19 I I II mt,. IIII�IIIIIIIIIII,IIII�illl llll�llll llillllll llll�llll llil�llll IIIIIIIII IIIIIIIII IIII IIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII ,III IIII IIII IIII IIII IIII IIIIIIIII 1111 IIII 1111 IIII IIII IIII mi IIII IIII IIIIIIIII IIIIINII -1. Y' - _ __. .____ _ _. .. . ____ _ ........... . • _. _ ._. ______ _ _ _ _____ __ . _ .•,_._. .. _ _ _.__. _:, ., __ ...____ , __ . .___ . . ... .„. _ __. . _ ... . • _ _ _ _ . . . .• __ ___ •_ . . ___ _ . ., • _ _ ___ .____ __ . _ .._ ___.......i ___. CONSTRUCTION NOTES //// , • , •, ,J -" GRADING - (,...---- ----_, _ _______ ... I. The grading permit Is not to be construed as final approval of site grading, embankment or structural Fill work. it merely provides for initiation of work and is subject to charge pending City approval of the \ entire construction-development plan set. • �1 -6" CHECK VALVE \,._ I • 6x4 TEE RAiW 2'-0" 2. Spreading of mud or debris Lpon any public road is pc-hioited. The City may order stoppage of Work �1 ---- 4" x 2 1/2" x 2 1/2" BLDG' ; I r-� to effect corrective action, at any time. dead OR 6" x 2 1/2' x 2 1/2" -- ` i- 14' '--'� 3. Effective erosion control, dust control, and drainage control !e required at all times. The City may _DOUBLE CLAPPER SIAMESE i1 I� I FLOW CONNECTION - y T.V. WATER DISTRICT • --IF- F order stoppage of work to effect corrective action, at any time. ARCHITECT • LA STANDARD HYDRANT --------'-- 1 ----- 4. Embankments or structural fills For roadway construction or fills to be constructed on buildable lots • �� I Q j 0_ shall kms constructed from excavated materials acceptable to the soils engineer and small cc brought to grade 805 S.E. SHERMAN STREET PLAN .--,- in lifts not to exceed 8" loose measure. Each lift shall be compUcted to 90 percent of maxim m density as PORTLAND, OR 91214-4666 ;0 --_ _._____I___ - FIN15H RADE ° 80 compaction teat. 5 O 3 2 3 1 - 112 2 -E obtained by AASTHO T- STANDS A8 FAX 503 / 231 - 0311 ...11111100P- 1 5. Structural fills shall comply with chapter• 10 of the Uniform Building Code. Construction on existing 1-----' -- 7fIRVIAVI- REQUIRED 1slopes greater than 5:1 shall be achieved by benching into the existing bank a minimum of ten feet. If the �" OR 6" STEEL PIPE - - `I bench exposes sand soil an underdrain must be provided. The underd•ain, if required, will be constructed THREADED TO RECEIVE VALVE by lying nonwoven filter fabric, equivalent to Exxon GTE 12500, along the bottom of the starting bench, SIAMESE CONNECTION ��. BOX w 0 0 . '< then placing a six inch layer of I 1/2" - 0" drain rock, and Finally covering the drain rock with the COAL TAR COATED AND - -rn L nonwoven filter fabric. Successive benches will be constructed with vertical Fill between two to five feet PAINTED TO MATCH FIRE DEPAR'MENT LENGTH f and be compacted In layers not to exceed f3 inches. Each 5 inch layer shall be compacted to a minimum of %CONNECTION SEE DETAIL / I VARIES 90 percent AASHTO T-180 density. The Fill slopes shall not exceed 2:1 at finish grade. No rock or FIRE HYDRANTS r G" M.J. X FLGU / 6„ PVC similar material exceeding a 12 Inch diameter small be allowed in the structural NIL �.��;i�•' '1•••: -.-r71.: . I• GATE V.1LVE (� I I/2" GRAVEL OR -'.��• SECTION 6. The geotechnical engineer For structural fill shall be notified 24 hours in advance, by the contractor of all"I_ I I 615-WA VAULT BROKEN ROCK ` r''. r.i - : I 1 : • r starting benchwork to determine the need For an underdrain layer and to verify existing conditions. 4L- - UJ/TRAFFIC RATED COVER DRAIN y r rill, __ 1 ___ __ _ , __ _ rep - -8" M J. X FLG. Z L c--', ' T' FE OF LID PER CITY OF TIGARD I I. TEE W/ 1, The City shall be provided with a copy of the geotechnical engineer's report/recommendation changes. - :;- . . 1, r-I --- I� r1 0 ._ - !,, THRUST BLOCKING cq Z _ _-_ J 8. If 5 rinds or ground water are encountered duringconstruction, the contractor shall notify the soils and r1t / _ K' U �J �� i - 4" CI-IEC::: VALVE 1 `. • civil engineers of the conditions found and coordinate his activities in a manner that will allow the F4 / M.J. „�1 NG• engineers time to review the situation and prepare a plan to properly mitigate the water encountered. ---4" OR 6" 90• ELL ' - 24" SQ. POURED CONC. SHDE F� RED GO (� 011 9. The contractor shall have the soils en ineer take com action tests. A minimum of three tests will bel�- - -� ` ,�j THRUST BLOCKING PIPE BEDDING MATERIAL re uired for each 2 feet of fill. Testreportsshall be submitted to the City, the Arcnitsct I the Der,ign I--- CS) (\ 2 / A5 SPECIFIED q VV-�� `J\ BLDG. - 6" CHECK VALVE -- 5" SOLID �:ONC. BLOCK Engineer. 4 OR 6' STEEL PIPE �- -6x4 TEE -- 4" OR 6" THREADED OR WELDED 10. The "Tenser" grid used for slope stabilization shall be installed according to the manufacturer's instruct ons. II fl 1 FIRE LINE BOTH END.S COAL TAR - FI HY NT A M Y The soils engineer shall verify the Teraar installation. u COATED AS SPECIFIED I,- --1•• •.� -� 0A N j� r �� FLOW NOT TO SCALE II. The excavator must comply with ORS 151.541 through 151,511 (Utility pre-notification, etc.). ` t , NOTES: ` c� I. DOUBLE CLAPPER SIAMESE CONNECTION SHALL INCLUDE 12" MIN. • iv L12° MIN_ _- 2 1/2" PIN LUG SWIVEL INLETS WITH PIN LUG PLUGS AND CHAINS. WATER WORKS ' I. Fire hydrants and other water line ap.1urtenances are to conrorm to tine standards of the Tigard Water II II ' }- 2. CONNECTION FINISH SHALL BE POLISHED. Department, the Tualatin Valley Water District and the TV Fire and Rescue Company. This conformance �_�_I WSis to apply to construction practices, materials and device selection. 3. BRANDING TO READ 'STANDPIPE' ON 4" CONNECTION AND l- (Y - 1 AUTO SPKR' ON 6" CONNECTION. 2. Connection of the Church system to the mt,nicipal system snail be executed under the direction of tre (� , Tigard Water Department. ><--�I il- 3. Operation of valves within the municipal water system by the contractor is prohibited. The contractor 6_-� �-- 1 FIRE STANDPIPE CONNECTION! FIRE DETECTOR CHECK VALVE g p p -- is to call the Tigard Water Department for assistance, at least 4P- hours prior to the time when such C2 NOT TO SCALE1 AN. VAULT DETAIL assistance Is needed. NOT TO SCALE 4. The waterline material shall be GC�0 PVC with compatible fittings. . IV 5. The waterline shall be laid at least 10' (horizontal distance) from the sanitary sewer. L- - a 0 I • SEWERS • I. Sanitary sewer laterals are to be connected to the municipal sewers under the direction of the City of Tigard. Of - (S) 2. No alteration is to be made to existlna somites,; sewers or structures. Pt ..^^ 1 Ll ) I STORM DRAINS 0 C� .1-C I. The storm drain system Is to be constructed by the contractor as shown on the approved clans, and is to 1-- 4 01CiC conform to the Public Improvement Design Standards of the City of T card. L t FILTER FABRIC MATERIAL- i _ SEDIMENT FENCE NOTES: 2" X 2" BY 14 GA. WIRE `U I. INSTALLATION SHALL FOLLOW 'NE PROJECT: 9321 I FABRIC OR EQUIV.-- \ --- MANUFACTURERS RECOMMENDATIONS. , SLOP 2. POSTS SHALL BE INSTALLED 50 �,� CONTENTS: _=. THAT A MIN. OF 3' O° EXTENDS • I •'t it' '-'j'J'•«-=w Aiu1/4.�k4ff'p++ Rwilme " DETAILS • 2' O" MIN. ABOVE THE GROUND WITH A MIN. c�F I , i / i FABRIC EXPOSURE 2' O" EMBEDMENT. -_ - _ a.wsr aI- �'r - 1 un, pommel v alirtKt'f1MOM{ar- 1 • _ pSTtlCT Ammo; r \ 3. FILTER FABRIC SHALL BE PURCHASED IN „,.\//: % CONTINUOUSTO AVOIDJOINTS. tkurtUlareo \ - r• ._ \i `\ � A ROLL ��rtm.Of. K T ONLY,4. JOINTSA T SUPPORT L \ \ SPLICE - /� • - -- % WITH A MIN. 6" OVERLAP. / 12" MIN. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE I el el FLOW Ii I.1•.,1.'ie f ,�,�� 1.'.1 wml r i \I ✓ BURY FOR • �11�'i�,J•Mir i�WD. �61.01st n, REVIEWED BY: ------- - STAPLED OR WIRED TO THE FENCE, AND 12 INCHES .' p, • .. . N I I• \ TRENCH ) . _ / ��\ FABRIC OF THE FABRIC SHALL BE EXTENDED INTO THE 'BENCH. E _- . • • gitql DATE 1 11-96 BACKFILL THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES L I s'-.a► Il MOM +.OIL _- �� ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC - -- 8" MIN- I IN SHALL BE STAPLED TO EXISTING TREES. • • CONTnOIN r0 ICA Kt NI_ aped M vitt/LT rrM NOP 74 tsM • • I REVISIONS : 6. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE - - p CMSPINA1°- / - _ far xtttspt 4/li COMnQG1i0M - f SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE PLAN VIEW 0414 41410011701.40001A 2' 6 .iN -J UPSLOPE AREA HAS BEEN PERMANENTLY STABIL17_ED. ON K,rcn vat= - --- -.---- -- -=- FOR GRADING 10-21-96 HHY r c><icusoe w unit.rwlct ----- - PIAN \GRADING, WATER QUALITY SECTION F�-B 7. SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT 1 11-21-96 HHV/ CWM 1__r.__.` • ' }" to uto ow Pei? CITY II-21-96 I-11-1Y /CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL 4" _ 2'-0" l -4' _ _- 2_O'�--__-- 4'_ moo 2 AND AT LEAST DAILY DURING PROLONGED RAINFALL. I "� I ammo Wt-�3•WI_ , _ _ --- - _ ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. - OIVERFLOW IEr116.1G\ - _ --FILTER FABRIC MATERIAL 36" WIDE ROLLS ► - , J.27--er-,-.-e - .. _ ' - - 'J""""ie ON - USE STAPLES OR WIRE RINGS TO ATTACH - vttcvc -- araaca test FABRIC WIRE. 0 skew 0401 %%LA --- - -- -- - ---- - - --- w / 'Ri1410 SCREW TYPE GAP WITH i/4" 6 I Ilfraki to R00(Mt ORIFICE BOTTOM OF WATER �' soca • 2'-0" MIN. ^' :< 2" BY 14 GA. WIRE • I 12" OUTLk ` - I we wa[nao0roa _ -fT - Erten - T • QUALITY POND R C01104/41011 10 w rip. FABRIC r AE RIG CR EQUIV. -` STORM SEWER �l - 1 ELEV 114,00 ' .�-wt ftp I EXPOSURE _ ✓ V EL J __I/ t _ . L 1 :__ IE 114.00 4" PVC mum t0 wruar On 1 OVERFLOW • --- enuu Eur nwr coNt�t r WOW ran F ' I73�3 ELEVATION •m.feaneaiws r/\ • • FIRE LINE DOUBLE CHECK DETECTOR BURY BOTTOM OF FILTER MATERIAL II • UTILITY VAULT OR •EQUAL BILCO DOOR IN 8" BY 12" TRENCH I I I 512E V1iTF1 F.D.C. MATNOUT F D.C. OR •E00A .-- -LL- --- ___ -- -- _. 1__ - -- - - --1 - - • , _ • _._. } 4 676-WA 577-WA J--5AL - - 6' MAX. - I v 6 687-WA 676_WA JCA -- - 5,1006.-LA 687-WA JD 3Al _ 2"x4" WOOD POSTS, STANDARD CR BETTER L jD 5106-LA -5108-LA -lU-SAL OR EQUAL ALTERNATE: STEEL FENCE POST i SECTION '3 REt3AR 6" O.C. mow mono 1A MK. Y ' U BURY IN NATIVE GROUND BOTH WAYS ix - DOUBLE CHECK °Te AIL "°' 3 ELEVATION Alli C__________ JL DETECTOR ASSEMBLY ) B ��.D PROFic 5 rzl ..IM NT FENCE DETAIL `� CONTROL STRUCTURE DETAIL ��ti c, 1 N F /6",' ' NOT TO SCALE C2 NOT TO SCALEirk IRE DETECTOR CHECK VALVE r E• y� 1,�6H0 9 0 137 AND VAULT DETAIL N NOT TO SCALE d• 127 oHecoly 441R18 H`01". as ( EXPIRES OB-30-9� ----------2 - - 1 DEA PROJECT ABLX0003 al t7 C. .. / This drawing IS the exclusive property or / `, ARCHITECT *LA. Rouse,reproduction or publication by any means is etrIctly U e DAVID I?VANS AND Ati50ClA'fES, iN('. prohibited except by written permieslcx+ J .� Cl/(4. b � ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS or ARCHITECT * LA. 2tl2tl S N CORNETT AVENUE PORTLAND, OR 97201 (509)229 6683 �_pyri ght-- 999 C 9321 Al BITE PLAN 1GUU I Ellt�4 i Sw w,1 ruJ45F }} SS ----- --. - __ "' ,0s'+?S,.,... %:.y far:...�... 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M.+-� IF THIS DOCUMENT IS LESS T� I i I I I ( I i ( I , I I I I I �1 i i I I I 1 l I I ( I I ( I I 11)_411111111111111111111111111111111111111111W I I 1 1 1 1 1 1 1( � �I. � _ � 4 i 5 � 6 1 . � 1� � 1I LEGIBLE 'THAN THf� p10TATTON, I I 1 _ I _ _- ___ _ I �7 TT IS DUF TO THE QUALITY OF 3LISI �a / CM THE ORIGINAL DOCUMENT. - -- --- - - - --1 --_ �� - �.•// �C EIS L S G 6 Zig I �6 i1t 016 8IT B I LTT 19Ii 9r I�T I I sIT I CIT I til 14T I I8 I �9 I I TItM IIII 11IIIIIII IIII Ilii IIII IIII Ilil�llll 111111111111111111111 IIIIIIIiI IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIII1IIII IIIIIIIII IIII IIII IIIIIIIIIIIIII IIII II I IIII IIII IIII IIII IIII IIII till IIII IIII IIII IIII IIII IIII IIIIIIIII 1111 IIII IIII illi IIII IIII IIII IIII IIII IIII IIIIIYII • - . .. .. 1 .. I----- — ,.�. ,.,,,,,�., _____ _________ .:, _ _l _ ____ ___________ _____, ,,,_____ . .. . . . _ . . _.. . . . . . _. _. ,w.______._. ____ ____ _________ , ., ... , , .., yyc CONSTRUCTION NOTES I ilighlik ' GRADING - - I. The grading permit is not to be construed as final approval of site grading, embankment or structural fill work; it merely provides for initiation of work and is subject to change pending City approval of ti•s b" CHECK VALVE construction-deveiopment plan set. 4" x 2 I/2" x 2 I/2" BLDG. 6x4 TEE RAJ 2i-a" - ---- - 2. Spreading or mud or debris upon any public road is prohibited. The City may order stoppage of work OR 6" x 2 I/2" x 2 1/2" : y jr_�_ _ ,. to effect corrective action, at any times. DOUBLE CLAPPER SIAMESE '- `- ?' - �- _- -- -- _ ._-- t I,( _ FLOW 3. Erresetives erosion control, dust control, and drainage control is required at all times. The City may _- J CONNECTION eN order stoppage eF work to etfect corrective action, at an time. �[__� _ ��__-y T.V. iUATER DISTRICT a - F y { � ^���- STANDARD HYDRANT - �� ARCH i TELT • LA iv 4. Embankments or structural Fi IIs For roadway construction or fills to be constructed on buildable lots ELM ! c� n sr-all L constructeral from excavated materials acceptable to tea soils engineer ars shall be brought to grade 805 S.E. SHERMAN STREET ,• • • . 1 — — >- in lifts not to exceed 8" loose measure Each lift shall be compacted to W percent of maximum density as PORTLAND, OR 91214-4666 �. . I obtained by AASTHO T-180 compaction ter,:. 5 0 3 / 2 3 1 - 1 1 2 2 ~�- STANDS AS FINISH GRADE F A X 503 / 231 - 0311 _---7.7.11— REQUIRED rm ,,,I 1_ -4 5. Structural fills shall comply with Chapter 10 of the Uniform Building Code. Construction on existIng L( -_-._W` �, -___ - , ,� =c_ slopesgreater than 5:I shall be achieved bybenchinginto the existingbank a minimum of ten Feet. If the 4" OR 6 STEEL PIPE - �1 FydTll THREADED TO RECEIVE �►� / ,• ____ . _,,r.777. + ' bench exposes sand soil an underdrain must be provided. The underorain, if required, will be constructed by lying nonwoven filter Fabric, equivalent to Exxon GTF 12500, along the bottom of the starting bench, SIAMESE CONNECTION VALVE COAL TAR COATED AND BOX V then placing a six inch layer of 11/2'' - 0" drain rock, and finally covering the drain rock with the _ LENGTH_ r`N L nonwoven filter Fabric. Successive benches will be constructed with vertical fill between two to five feet PAINTED TO MATCH FIRE DEPARTMENT I • /� - - - and be compacted in la ers not to exceed 8 inches. Each 8 inch layer shall be compacted to a minimum of FIRE HYDRANTS -- _ -� �, CONNECTION •SEE DETAILC� VARIES �- 90 percent acted T-i8C densit The fill slopes shall not exceed 2.1 at finish grade. No rock or 6' M.J. X FLG. similar material exceedinga 12 inch diameter shall be allowed in the structural fill. 6" PVC GATE VALVE 1 1 1/2" GRAVEL OR �" "" '''`• SECTION ��/ f I I BROKEN ROCK 6. The geotechnical engineer for structural fill shall be notified 24 hours in advance, by the contractor, of p/ I 615 WA VAULT / 1 1 I __ DRAIN -/ • '• �' . � -I 1^L_- - starting benchwork to determine the need for an underdrain layer and to verify existing conditions. W/TRAFFIC RATED COVER ____ 8" M.J. X FLG. •T� �" ,t"-- TYPE OF LID PER CITY OF TIGARD • i �� - _..: TEE W/ 1. The City shall be provided with a copy or the geotechnical engineer's report/recommendation changes. a� _� Z ` ] •" I. L THRUST BLOCKING O ;'' y B. IF springs or ground water are encountered during construction, the contractor shall notify the soils and 'tt II— iii _ �_ 4" CHECK VALVE civil engineers of the conditions Found dna coordinate his activities in a manner that will allow the �J / ----4" OR 6" 90' ELL SHOE POURED CON(. engineers time to review the situation and prepare a plan to properly mitigate the water encountered. W 24" SQ. POURED CONC. OE ---r THRUST BLOCKING PIPE BEDDING MATERIAL °u. The contractor shall have the soils engineer take compaction tests. A minimum of three tests will be ��� / 45 SPECIFIED required for each 2 Feet of Fill. Test reports shall be submitted to the City, the Architect 4 the Design ,.(� 0 STEEL 8" SOLID CONC. BLOCK Engineer. -_-J 4" OR 6" PIPE BLDG. bx4 TEE - �- 6" CHECK VALVE ---- 4" CR 6" THREADED OR WELDED 10 TThe he "Tens engineer usco for slope the Tensor stabilization installation. be installed accordingto the manufacturer's instructions. n II ''II „„ FIREgrid U 1l Il Q FIRE LINE BOTH ENDS GOAL TAR "JU f HYDRANT ASSEMBLY COATED AS SPECIFIED �--"' ` .• -----� 3 °_-r: ' ---� FLOW C2 NOT TO SC,-.LE 11, The excavator must comply with ORS 151.541 through 751.511 (Utility pre-notification, etc.). O ('^� LJ- I NOTES: - I. DOUBLE CLAPPER SIAMESE CONNECTION SHALL INCLUDE ---12' MIN0 1. .� n . + 12" MIN. WATER WORKS II 2 1/2" PIN LUG SWIVEL INLETS WITH PIN LUG PLUGS AND CHAINS. 2. CONNECTION FINISH SHALL BE POLISHED. ` I. Fire hydrants and other water line appurtenances are to conForm to the standards of the Tigard Water p I-- ELAN Department, the Tualatin Valley Water District and the TV Fire and Rescue Company. This conformance AJl I • 3. BRANDING TO READ 'STANDPIPE' ON 4" CONNECTION AND Is to apply to construction practices, materials and device selection. .. AUTO-SPKR' ON 6" CONNECTION. 2E 1 . Connection of the Church system to the municipal system shall be executed under the di,action of the W -4 Tigard Water Department. o n FIRE STANDPIPE CONNECTION NOT TO SCALE IRE DETECTOR CHECK VALVE 3. Operation of valves within the municipal water system by the contractor is prohibited. The contractor is to call the Tigard Water Department for assistance, at least 48 hours prior to the time when such ! ler Ag AND VAULT DETAIL assistance Is needed. 11- 7NOT TO SCALE 4. The waterline material shall bt X900 PVC with compatible Fittings. 5. The waterline shall be laid at least 10' (horizontal distance) From the sanitary sewer / SEWERS0 1 1. Sanitary sewer laterals are to be connected to the municipal sewers under the direction of the City of Li Tigard. p��.; I- (I) . rr I— . • 2. No alteration is to be made to existing sa _any sewers or structures. B .^ u}) STORM DRAINS 0 B 1y I, 1 j 1. The storm drain system is to be constructed by the contractor as shown on the approved plans, and is to I--- "4 01 corform to the F ublic Improvement Design Standards or the City of Tigard. FILTER FABRIC MATERIAL SEDIMENT FENCE NOTES. i 2" X 2" BY 14 GA. WIRE '9 I. INSTALLATION 5HALL FOLLOW THE - FABRIC OR EQUIV. ----- MANUFACTURERS RECOMMENDATIONS. PROJECT; 9321 1 SLOpte I fi 2. POSTS SHALL BE INSTALLED SO • `_^ THAT A MIN. OF 3'-0" EXTENDS ' 2'-o" MIN. ABOVE THE GROUND WITH A MN. OF -- -- ---- _ CONTENTS: E / . I FABRIC EXPOSURE 2'-0" EMBEDMENT. • -77•-- -sl DETAILS y . . I 3. FILTER FABRIC SHALL BE PURCHASED IN ,,, �`. \ I A CONTINUOUS ROLL TO AVOID JOINTS. ,[ • .I ' ;/ ' \ ' I t 4. SPLICE JOINTS AT SUPPORT POSTS ONLY, . /` \. I, WITH A MIN. H" OVERLAP. • ip / , I . 12" MIN. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE I ) n BURY FOR STAPLED OR WIRED TO THE FENCE, AND 12 INCHES L r REVIEWED BY: 1 w TRENCH - - - FABRIC OF THE FABRIC SHALL BE EXTENDED INTO THE 'RENCH. - • _ [j_•. = C --.---.--_--- ---- F • BACKFILL rHE FABRIC SHALL_ NOT ExTEND MCRE THAN 36 i1vG ESl DATE 1-I1-96• ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC - I 8" MIN --- SHALL BE STAPLED TO EX'STING TREES. ^ - ---- • I --- 6. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE - �� REVISIONS fSERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE 2'-6" MIN. I UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. PLAN VI u L�FOR GRADING 10-21-96 1-14-4Y . SECTION B-B 1. SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT QGRADING, WATER QUALITY I /CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL1 II-21-96 HHY; CWM i 4.. 2._O.. 4 ?. O.. 4" I AND AT LEAST DAILY DURING PROLONGED RAINFALL. - - ---'-` 'i' - - A PER CITY 11-21-?r, NHY ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. _ I OVERFLOW 1 iE = 116.10 • • \ • -F. I -FILTER FABRIC MATERIAL 36" WIDE ROLLS -0.- B - USE STAPLES OR W+RE RiNGS TO ATTACH 1 FABRIC WIRE. ' O i \ i SCREW TYPE r+ RIM i14.10 i, I _----------------- CAP WITH 1/4" 2'-0" MIN. ?" X 2" BY id GA. WiRE -11.1-- T ORIFICE --� BOTTOM OF WATER j I • FABRIC FABRIC OR EQUIV. - 12 ITL1 QUALITY POND EXPOSURE 5T0' SEUJER ��� _t____________ ELE V = i14.o0 l �.- 4" PVC . f I OVERFLOW • 0 E 113.53 2' 2' ?' II II ' ;c:;i:: -: BURT' BOTTOM OF FILTER MATERIAL ��•,IN E'." BY 12" TRENCH -� i� >-U- - - -- -- _, 6- - 1 2 2 i ( 1 1 - 6' MAX. _ _ I I 1 rn 11 I 2'x4 WOOD POSTS, STANDARD CR BETTER a \ \ . . ;�,���� et OR EQUAL ALTERNATE: STEEL FENCE POST„ SECTION GLASS 50 RIP-RAP Y \ --BURY IN NATIVE GROUND BOTHBWAYS o.G. �yY ` � ,.�,. � • 16" DEEP 'W N<\</ \'%N/<, \i,<'/ ��'.� ,��.� ,� � NON-WOVEN FILTER FABRIC A EL_E /ATION ► ' , 13 5 SEDIMENT FENCE DETAIL 4 CONT-O ST` TUI:. TAI & DITCH SECTION �C�EO PRO•x, o NOT TO SCALE NOT TO SCALE NOT TO SCALE Cid °' '�N F• � 0 C2 C2 G2 �' 15680F� °9 N v OREGON S. 4bk. 19.\4:3'+ 90 + 0\ 4,9 O-N�l�,P JI o o EXPIRES 06-30-99 ------- —._._._ DEA PROJECT ABLX0003 II o r 07 15)g-----) . CThis dreWlne lo the exclu.lve property or o `� \-1 ARCHITECT s L4 ROLA.reproduction or co o DAVID !;VANS AND ASSOCIATES, INC' publication except pt by wriitdten penn..ca+' r14 11X `� OC./..1.5' ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS G I n I LA 1998 �'4 •S«t t�lafr ,'N/6 S N CORNETT AVENUE PORTLAND. OR 97201 (503)223 6663 py u SS 9321 Al SITE PLAN 1/2U1 I - _ OIiI'l 1IIIlIII!IIIIIiIIiIIII( f� 111 IiI III .1TfiI IIIIIII'I1III1IiII111�III1III IIIlIII1I IiI1IiIlIIIiIIInil>nil>I11111111l, b1III IIIlIiI IlilIIIiIiIlIiF THIS DCUMENT IS LES 1 iLEGIBLE THAN THIS NOTATION, i14 ! 6i �� IT IS DUE TO THE QUALITY OF �l_� eo.ae rn— y*(f� u ?• THF ORIGINAL DOCIMF.NT. lI- II III1ll II II J ILII IIIiIIIIiIIIIIIIIIiII IIIIIIIII iiIiIIIi IIIIIIIIIIiIIIII IIIIIIIII IIIIS 1 IIII11IIIIIIIIiIIIIIIIIIIIII IIIIiIIII IIIIIIIIIIIIIIlllIlllllIll 111llcilll1nli IIIIIIIIIIlllIlll �ll ll1lnlIL II1IIII1sn1un19n1-I1jn11nllsll1Hulcn1nlll�uWl30X • J