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L I MYRRE • GR � • r o t l t ,; awOWas i o (W3 2w roue -- -- I P RS • _ OF ? �lAl t'E.:�TtON REQUIRED Y I stateOf Cjrec�on Wit;�1�,tural S �E ecial Code_ DEFERRED y ya Reir f.r r ting AhatR b My.afioun"rH T . vtoncreto ' itilOCt16 M na MAWWU Aft nit ncret• wwwi GROW A"_Hfr[CT/ ►+ - s Installed In �' r"" ME muKJCKD w""" Frame Imm" f or wnwe cAa,p l p 5zbcwcd �;c;al►Aoment-`:ssist♦n9 Tom — i I t e!Tendons ! t Ste J; 3!'restressin0 .. c �P I [] �``InfviC,tt9 � odiff n � � t'�tN• .�r4 �tien3tt jolting LL.11 r; ';�u;tla••at 11.t-onry ,urn Concrete .:.)ncreto Fill esi;five tAaterlals A{i: C= / .� Fire-R 0 d // +y piF,;,�, C:::tiet'iarffi and t,a'ssons ,led .j, �- LL tion and FiMrg Lupsi ('ix=1,r�{rading,E © 'j stems f -control 5y � ----- _ - -- --- -- __ COW inspections rr�-- `.i. -_j , r HI _ H11- C PERMI LULJSET I, DURHAM P APARTMENT CLUBHOUSE RE 16100 SW 108TH E F TIGARD. ORE 97224 CITY OF TIG.a RI) ApprovAd............. )nditlonallyApprovAd..................... ; ! f x only thiswr k ae descrihrd in: I lr 1 P[�tMl r No. -�oS 266 89 gsf Letter to. Folly .., OFFICE COPYebb Addr*r �yh...: f Date: — _PROJECT TEAM D RAW I N G INDEX__ VICINITY PMAP N ---- N.T.S. OWNER CT CS - — _ ARCHITE -- _ COVER SHEET APART DURHAM PARK --- — ITECTURAL NIENTS LLC, AicRCH — _ M YHRE GROUP ARCHITECTS — — — —_— ',,.. �, 37 GRAHAM ST. ip120013 '• ,. 700 SW TAYLOR STREET, SUITE 400 -a0 INDEX a.GENERAL NOTES A REvlsl SAN FRANCISCO, CA 94129 Ao.o1 CODE:ANALYSIS r.�„"r� �� '�; t �; P: (x,15) F41-6800 FPORTLAND, OR 97205: Ao - -- — — • ti : ;R �:• i'- .• F: (415) 561-6801 � )2356040 .02 WALL/CE:ILitVG ASSEMBLIES 3 - A,.01 OVERALL WE PLAN ) 23&7500 A1.02 ENLARGED sn*E PLAN .oa .-,:J CONTACT: A, SITE DETAILS CONTACT: JOHN GIL AORE D2,01 BASEMENT DEMOLITION PLAN DEVIN FOLLINGSTAD jOhlls hernliftx�zelnze.com 02.02 FIRST FLOOR DEMOLITION PLAN �tt * �,;. f � �. ,• �,. ; devinf@inyhrogrotip.com A2,01 FIRSTFLOOR PLAN I L, • ✓ C f r i A2.02 ROOF(PLAN . t r" •^S R tb1�011D8h vf .a. ';' ' tt.F STRUCTURAL _ - A2.i0.'i ENLAR(s t� `' ', "�r-wp 'i •w �;., ,f CHANT ELECTRICAL / PL ME CAL IJi�ISING A3.0, �E D LOORPLAN .l , �� � {.." • "° °I .°���� � . -�� -� -- - -------- -- _ EXTERIOR EcLEv'ATIOIV,9 o+ K,a, t. a.. ':'� � , �,. A DESIGN GROUP, INC. �`�` BIDDER DESIGNED CONTRACTED TO GENERAL CONTRACTOR rw•01 INTERIOR ELEVATIONS ;. � .',' ! _ r PM: D. FOLLI 9020 SW WASHINGTON SQUARE RD,, SUITE 350 Aa.o, BUD DW SE�cTTON;,� . PORTLAND, as 97223 SCOPff OF WORK Ae.4, ' «;', t ' ', :. roe Na: 0007WDETAILS -4: �: P (503)641-831� ----_ - _� _-- _—..� _.._ ---- --- A8.01 FRAME TYPES AND DETAILSrr � 1. QA'�: IZ - DEMOLISH EXISTING INTERIOF?PARTITION wAtlS OF BATHwOOM8,OFFICES ANU wl.J '�1 ;••� t izks.wd int, F (503) 6a3-T�g COMMUNITY ROOM. DEMOLISH ONTER'OR STAIR AND STAIR WALLS.PARTIALLY DEPACI 15H STRUCTURAL �t r':�'; ;t��Y� I �': l'yw� �' s FIS: ot3o73o cs. �? ,I ALLS CTT EXTERIOR[ ,n�. g . :, i CONTACT: ExTERIORw AT ENTRY.DEMOLISH ]OORSAND'MNDOwS. - -_________-_._— ___.__�. _.__.-._� .__ ___—�__ _.__ tt�` �� ,�•, ' , ,: tf v' �.�� { I . , JEFF FlTCFI 81.1 GENERAL NOTEfi '.i . :�" �, of .}} flt 2. tir INTERIOR: lNGRE•�3F/EXTENDED ARE OF FOYER(FRONT ENTRY)ROOM 31.2 GENERAL NC?TES ,y I :1.1 f �� rtEGONFtQURE LAl'F-);,/T MdD LOCATIQN BAT'1lROOMt3,OFFICE,COMMUNITY ROOM,tel. GROUND FLOOR FRAMING PIAN • • •• •` i ! EWIPMENT AND COF•'Y ROOM. PRO WE NEW MAIL ROoki. S2.2 ROOFPLAN I 3. ATEXT=RM?R:AD)SlMULW 54.,ATw0 STONE 1ASE ATFRQNy . Ct(VFRF� FOUNDATION DETAILS `'1�Rj .�.y,, ,• c:Xa Y ENTRY SY3TtrN1 Al MAIN FR'TRY fNt'dC!MAIL ROOM. $4.2 FRAMING DETAILS ''' i>•;• .�►",��8�+t<+'# a- x;�:` ,, , , 'a ,•. x• `,� W�`" . ... .. , , ,.� COVE ...., ..�.. SHEE ; � , ,:,.F;iy 5"'''"�E'' „-.. . ...;. .,...mwa...,+.w,.ww•,nrw'.w.wo+... •. ,.rw..e. .e•:e..+w.+.... ,1_.. - ,.....rw+.n „* a•...n.....-.*,,,n...... .....*.. - - + ..4'll .r:.:.-:I+!vl` i1Ye.'4:.`' - _I ., __ .-.. • W, .' 41 , ,••••-•.•. _..___•.•• ._—. w�i� - wYRMFi�fJ/IMlMIIMIRY:.ULL6►tlt.�,+sw•.. „cFlIF�MIIM,M ,. 1 ;;.: •: I:;.:� ,t.�L,��°s.a . ,...., ,, � i `� 1. !" I .. .. „ , ( ,--. •:r ,_irl ,h.;�,� r' r ;+"-' �1� . . Ali ' y l aa +l ,�r?!p zEl µ '.Y, al ,:R, ., ,,, i .Ilk•, i..r{ ,- ;: p �' YA;yy, , yppr I , 7 '*t'. .1'ch'SaY f S _ 1 � Y t 1 , , i 1. ! _,,c: .,,, ,. '.!y',r: ,?,� +�.:.x�Y'q1:' •�.5•j-'r 'u' DURHAM PARK LEAS I NG OFF IC E REMODEL �i ' fi 4I�y� Y�1�i �°v`,fr'., i" ;Y 3 1�, �4 �•,t'_)w!i "`e,'" A' �' •i.�} s5.t �, t f's r � tit nr -.' "- , v ,. .. '', ,it•, y •}i Rr r • M e,F T —1 f ' '� •.,. ` ' .. ...r ,L,.,_,+:+'a"�.y, t. / F... Fa ..wJ..,- ja u..;�, gar'.+� .r`n'...b t, v ,� ,iw,...t ,<.4:s.:.. ..I ,.• � v �u i f ..M4R,$� lz14�ih,,,'et�vS)Ih,r v' °1 R� ••> F r - - .;..-.,. 4 ' r• AM.. _t r i 1 1 „r '' -s. -._..,a-•.:ar�.adr _. .,..-: -.:.-..oti�t�.�ry4aM�e+w.itra�r+i.,ealWe-�•�`--' '+i.A+': MYHRE • GR01 • r o n It r c t u 1r ABBREVIATION LIST GENERAL MOTES ,q}� � rr: ARCHITECTURAL U RAL SYMBOL LEGEND A L A) ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON BUILDING CODE AS AMENDED BY � THE STATE OF OREGON AND A!_L OTHFR!STATE AND L.^CAL.CODs:REQUIRREM'-NTS THAT APPLY AB. ANCHOR LlOL'.' LAV. LAVATORY(SINK) ' A.C.T, ACOUSTICAL CEiLM TILE LIN. LINOLEUM B) CONTRACTOR TO VERIFY FiEI_€3 CONDRIGNS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IN WRITING OF ANY PLAN DISCREPANCIES �__ ►'�• s--'DETAIL No. BUILDING SECTION ��•---DOOR DOOR TYPE SON No. -.t--•- • ri FOR RESOLUTION SHEET No. :} AHU AIR HANDLING UNIT NUMBER ,• r i' AL. ALUMINUM M C) ERRORS OR OMISSIONS.IN AN, SCHEDULE OR DRAB ING Utz NOT REUEVE THE CONTRACTOR FROM EXECUTING THE WORK INTENDED iN R THE DRAWINGS 13 M1 I M2 MIRROR ,. MAX. MAXIMUM D) WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR ME-1-HOU OF CONSTRUCTION TO BE USED IN THE WORK, ALL SUCH � � F MATERIALS AND METHODS ARE TO MAIN i '.!N THE STANDARDS OF THE INDUSTRY L._-__400.. DETAIL No. � WiNDOW ©� HD. BOARD MECH. MECHANbCAL -•- --SHEET No. PARTIAL SECTION <N)o %0____ NUMBER WINDOW TYPE OR LETTER r: BLDG BUILDING MFR. MANUFACTURER E) MATERIALS,EQUIPMENT,ETC.,NOT INDICATED ON DRAWINGS OR SPECIFIED HEREIN BUT REQUIRED FOR THE SUCCESSFUL AND BLKG. BLOCKING MIN. MINIMUM EFFICIENT COMPLETION OF THE INSTALLATION:HALL BE I IELi1 TO HE IMPLIED AND SHALL BE DESIGNED,FURNISHED AND INSTALLED BY s BM. BEAM M.O. MASONRY OPENING BUILDER/0014 RACTOR FOR NO ADDIT►ONAi_COST m myww 0"Ok",^RcmffECT$ B.O. BOTTOM OF MTL. METAL F) CONTRACTOR TO PROTECT PROPERTY AND BUILDING MATERIALS FROM DAMAGE DUE TO CONSTRUCTION Na -�--DETAIL No. T w CPAWW" AM�Y: PROPAM ,, EXTEREXTERIOR ELEVATION 10 —NUMBER OR KEYED NOTE 1O""`"�" �°'""""''"""'� IOR vam its w/UTM ,P BRC. BEARING Plo• +—SHEET No. LETTER G) CONTRACTOR TO CLEAN ALL CONSTRUCTION DEBRIS AND BE HELD REP,PONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS OR C �•---- LOSS OF M�.rEFtIAL?DURING;CONSTRUCTION N.D. SANITARY NAPKIN DISPOSAL CONTRACTOR TO PROTECT ALL EXPOSED AREAS WITH TEMPOWRY CGVER TO PREVENT WATER INFILTRATION INTO THE BUILDING �•:• CENTER LINE N.I.C. NOT IN CONTRACT H) A /--ELEVATION DESIGNATION C.B. CATCH BASIN INTERIOR OR WIN!:DAMAGE DURING CONSTRUCTION _ FLOOR No. NUMBER GROUP No. C.G. CORNER(Si1ARD NOM. NOMINAL J) ALL ITEMS NO i REUSED FOR NEW CONSTRUCTION TO BE RECYCLED TO THE MAXIMUM EXTENT FEASIBLE.VERIFY WHICH ITEMS TO BE _ 10OO ,.___`_ ELEVATION TAG ; C.J. CONTROL JOINT N.T.S. NOT TO SCALE REUSED W/BUILDING OWNER AND ARCHITECT D ELEV B-+--WALL/ iNTERIOR ELEVATION00-T HEIGHT CER. CLEAR DIRECTION C.M.U. CONCRETE MASONRY UNIT K) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE.DISCREPANCIES TO BE REPORTED 1-0 COL. COLUMN 0 OWNER AND ARCHITECT FOR CLARIFIGATTON C �'--SHEET No. -----ELEVATION CONC. CONCRETE O.C. ON CENTER L) USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM DRAWINGS.IT SHALL BE THE CONTRACTOR'S p�.0^ ABOVE FINICONSH I CEILING ELEVATION RESPONSIBILi'i•Y TO CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED FLOOR T. CONTINUOUS OPP. OPPOSITE ' I C.T. CERAMIC TILEEQUIREMENT'S ON THE CIVIL,STRUCTURAL.,MECHANICAL,ELECTRICAL,PLUMBING AND OTHER DP,AWINGS AS APPLICABLE.NOTIFY THE O.F.c� OVERFLOW ' Wo. -- DETAIL No. DETAIL REFERENCE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK �� SHEET �. D P M) DIMENSIONS ARE TO FACE OF FRAMING,UNLESS OTHERWISE NOTED. SEE WALL ASSEMBLIES FOR PLACEMENT OF WALL COMPONENTS d PENNY - DBL. DOUBLE PL, PLATE N) CONDITIONS AND DETAILS MARKED"TYPICAL'SHALL APPLY IN ALL CASES UNLESS Sf ECIFICAL-LY INDICATED OTHERWISE.TYPICAL N a" 1 P-LAM PLASTIC LAMINATE DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS OTHERWISE NOTED BY SPECIFIC NOTES AND DETAILS.WHERE NO SPECIFIC ---ROOM NORTH ARROW D.F. DRINKING FOUNTAI4". DETAIL IS SHOWN,THE CONSTRUCTION SHALL BE IDENTICAL.OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE AAAA I f DIA. DIAMETER PLKEFiN. PRE FINISHED .t ! a: DN. DOWN P.S.I. POUNDS PER SQUARE INCH PROJECT RQ'o-"'� E ROOM DESIGNATION ! P.T. PRESSURE TREATED P) ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING WITH �SrJ � ROOM D.S. DAWN SPOUT APPROPRIATE TRADES.DRAWINGS,AND SUBCONTRACTORS PRIOR 1'O CONSTRUCTION NUMBER D.W. DISH WASHER " R Q) ALL SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES,INCLUDING PENETRATIONS OR OPENINGS.SHALL.PROVIDE AN NRBORNE ��� i E — AND IMPACT SOUND INSULATION EQUAL TO SOUND TRANSMISSION CLASS AND IMPACT INSULATION CLASS REQUIRED BY GOVERNING AK _ _ NUMBER OR REVISION REF. REFRIGERATOR AUTHORIT iES;CONTRACTOR SHALL PROVIDE CONSTRUCTION METHOD,ACCESSORIES,DEVICES AND APPURTENANCE'S AS REQUIRED SEE E WALL LETTER PERMIT EA. EACH REINF. REINFORCED FOR SAME.PROVIDE SEALANT AT ALL OPENINGS MADE IN WALL AND FLOOR SURFACES AND FRAMING FOR SUPPLY AND DRAIN LINES; � E.J. EXPANSION JOINT READ. REQUIRED PROVIDE SEALANT,AIR TIGHT,AROUND ELECTRICAL OUTLETS AND JUNCTION BOXES M�FOR WALL TYPE ASSEMBLY SET ELEC. ELECTRICAL R.O. ROUGH OPENING R) STRUCTURAL,FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS FOR ELECTRICAL, INFORMATION ELEV. ELEVATION MECHANICAL,PLUMBING AND CONDUITS,PIPES AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF #7+ NUMBER OR REVISIONS PER CITY ;I ENAM. ENAMEL S GOVERNING CODES AND AUTHORITIES V LETTER PLAN CHECK EQ. EQUAL_ S) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF.LOAD SHALL NOT EXCEED THE DESIGN S.B. SCUPPER BOX LIVE LOAD PER SQUARE F._ET EXIST. EXISTING VE ET EXTERIOR S.C. SEAT COVER DISPENSER i S.D. SOAP DISPENSER T) DO NOT NOTCH OR DRILL JOISTS,BEAMS,STRUCTURAL SLABS,OR LOAD BEARING STUDS WITHOUT THE PRIOR APPROVAL OF THE SIM. SIMILAR ARCHITECT AND STRUCTURAL ENGINEER F S.N.D. SANITARY NAPKIN DISPENSER U) ALL EXTERIOR EXPOSED WORK TO BE INSTILLED IN WEAT:IER TIGHT MANNER. CAULK AND PROVIDE WEATHER BARRIER MATERIALS AS F.D. FLOOR DRAIN S.Q. SQUARE REQUIRED FOR WATERTiC•HT CONSTRUCTiIi'N EDM. FOUNDATION S.S. STAINLESS STEEL V) ALL EXPOSED METAL CONNECTIONS,FASTENERS,COVERS AND!GELATED APPURTENANCES TO BE NON4X)RROSIVE A RD H i T E CT�RA L MATERIALS SYMBOL LEGEND F.E. FIRE EXTINGUISHER STD. STANDARD _ F.E.C. STi-• STEEL W) THE FINISH F�0t]jK SIGNATiON CORRESPONDS TO THE TOP OF WOOD SUB-FLOOR UNLESS OTHERWISE NOTED F.F. FINISHED FLOOR — --- FIN. FINISH T X/ SPE- IAL FASTENERS AND GASKETS TO BE USED WHERE META_QONTACTS METAL AND WHERE GALVANIC ACTION(CORROSION)MAY i FLP. FLOOR --- OCCUR DURHAM PARK F.O.C. FACE OF CONCRETE TSB TOP AND BOTTOM APARTMENTS F.O.M. FACE OF MASONRY' T.B. TACK BOARD � EXTERIL`1Z WINDOW AND DOOR ASSEMBLIES SHALL COMPLY WITH I.B.C.SECTION 1714.5. � r�I � T�r '; EARTH/COMPACT DILL STEEL CLUBHOUSE REMO �i..._i � F.O.S. FACE OF STUD TD. TOWEL DISPENSER FTG. FOOTING T.P. TOILET PAPER DISPENSER v T.S. TUBE S1EEL S TOP. TOPICA. SAND/MORTAR/PLASTER ALUMINUM �' T.O.P. TOP OF PLATE GA. GAUGE i 6100 SW 108TH AVE GAL`✓. GALVANIZED u TIGARD, OREGO _ 9722.4 G01 GRAB BAR-36" -- U.O.N. UNLESS OTHERWISE NOTED CONCRETE - - �--- RIGID INSULATION C:62 GRAB BAR-42" - .� GLU-LAM GLU-LAMINATED V rP' , r H V.C.T. VINYL COMPOSITION TiLE '"'�� i •,'; . CONCRETE MASONRY UNiT -- `_--•- - ,r�i ti - .; VERT. VERTICAL �'' �' i, CMU `- ---- FINISH WOOD (CMU) r H.C. HANDICAPPED/ACCESSIBLE !.:.: . ; . �� ,` ---•`"'� • V.S.F. VINYL SAFETY FLOORING --•• H.D. HAND DRYER V.T.B. VINYL COVERED TAMC BOARD H.M. HOLLOW METAL HT. HEIGH- HORLZ HORIZONTAL W .� \` 4'OMMON BPJCK PLYWOOD W.B. WHITE BOARD ' ' W.C. WATER CLOSET INSUL. INSULATION WD. WOOD W.F. WATER FOUNTAIN ARCHITECTURAL LINE TYPE SYMBOL LEGEND REVISION r CENTER LINE — — --- --- — __ GRIDLINE — — - BREAK LINE V V PM: D. FOLLING3 i JOB No: 060730 6 I I ® MAIGH LINE DATE: 12-08-2006 FILE: 080730-A0,00, w w w w Nw i w �■ w �w w w! 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" � • .. .. ;.' � ''.. ,..... ,. w_...•.....w.•...•ww r,-..,.....++••. +.�._wayr+r...wi..»s.rnya':.rwriNL"w1ww..a r.',+swn uw�lLW .rrsrPr+rinLrarwrrv!wwe nrw.vlw+MW�M.WY�rw++.rNuwwY/,iW'Wi ,.�1, .. .. -- -:• ?r g; w6iad"'."w'm°""'a'lur' 'tlr.w.wry'irnr...»..�rrr.uw.�.ew....,....:. a ! -,.a ., i. .. ..• Y.e. � G' .,:�.. 11,100 : ...»� ..' n. J .,: J.,,.:,,.,•� -:., . �F , r t i` 1, NO" MYHRE - OR r .. A r i d 9 � • - ,.,. . , :f „ .• $ , ODE PLAN LEGEND" . . 77 1� � 'w :V' arwLurw+ev*r,erwswr++wra�wrA+v+..�..cr. LUuBrlr+ridrw'wFIXTURE CALCULATIONS KvIfmy�il�AWY4"Aw*,4K„ �w„4 1 G_ROUP A3 OC_( U�A ��i - T�f3!E 2902.1 F 4* I.B.C. /�'•f � ? OCCUPANT - vKM RR-OWWAL _ MINIMUM NUMBER 3F REQUIRED PLUMBING aACIL1I°W , �, / f,✓'"' '+� I '': / �� � >�?a'�r�' .. lltf,l�l,`..at9 Vit r � ,.. ....,.._ ._......,.._ _,._....__,_.._...,._.._,..._,»_..�.._ _._,.__.__ .._ ...._ ._.___--. �� { w. •.,�„ .w,�u' .t- WIfEFC_L1CLR_.VA_T_OR_W.il_ _ _ uK1HTupb OR *Xw(3 riALC FEMALF TAINS EXIsmCii HV7 � � o LAL� t �' tv � `.;, �,wS' :?'i r 75' 'y 't ONE FOR EACH WA!"C�1 !r "1 _LOSE'T LIP TO F(YJR,THEN N 1 A 1 PER FLOOR ONE FOR EACH fWO k Eb'L:L GENERAL BUILDING INFORMATION: nrsnITIONAL�...._ •v'. •� f-r• r. •/.'� �....�:yt •�•. -••,'�,• r,�,- / +rww+iw�+wrn�rrwrrw.aw.e�war�+.�r.rro.+w.e'.wLwww.w...rnrarrar....�r+.rr..w.errr.w.s+rar. .,(�:�1•� -•�_•••_•.•_ ,i !� /.//r 4;// / K\ ._« i r�+ '. ,,,✓ T GOVERNING CODES ES _TOTAL CCCiJI�AtVT 0)-q l� , r /� J tPROVIDED- 1. ' 2003 I.B.C.WFtH ORE001N AML=.;�CtMcWTS �l r. FI�"Ui�t�S► � t. CITE OF T'?btiAl�lX DEVELOPMENT iAE"i\Cf C4�f�lt: '1�AfEft C Y'8_y _ _ L.AVAI $ L3J4THTUF3.°OGd L I .Itdl�A 'f '�' �.. MALE FE MALE FEMALE SHOWERS FOUNTAINS 2 2 2 2 NIA 1 n IVU7F:A��. `39P1I 1- A� C4++rat k*V4 ft AM oL+++ro M j ' '• G18 SHALL 8E LEVER Af:TC1AD ncTMo �i�u ' / \•,^r, r ���, , � ,s y GENERAL BUILDING C;C° MS RUCTION DATA. � �mW%lm MNIY yy Wt/ll T►i PAIO/1 WIIIfTF/t A Jr` •//• ` /�� + ,n!7 kj y, � '�~ ..errawr►a�ewwrwa co N Mm OIwOUr GASEMENT- S-'I OCCUPANCY ONE STORY CONSTRUCTION TYPE SV-8. � '1a-1'OCCt�RANCY � /a�J�%t!(O��.., CODE NARRATIVE � 1 'b �r '/ //, `� 1! :Y >Ar �'1 r. r f �y•�' • �1= y'µ4 y rY�y ..__.,._..._._.._.__... ____.._.__,.-_.__.�..._......,... ...._.. ._.. _.__.__.. _..._..._.�.�.—...�_._. �_�....�� :3 r .�� '�,\ J fiE F,,. 1; •4 A� 4 + �° ur'r `c i +:^ t- BUILDING�".i3N7/�-lN.�'i`&1. hu R��� OCCUNANCY IN THE BABEpAR NT LEVFL.'B O('.C(iPANCYIE' THE ' r N(WTHERN PART OF THE I,dAiN LEVEL AN[D`A-3'01CCUPANC'Y WITI H A IV AG(X$SORY USE AREA �' } �' �/ � � r r. v3.� ; d�.. ,� �•�,�A���• � {e: TOTAL At.LO�iI�L!"FL¢�,'7�t AREA: S,�S.F. — , IN rHE REST OF THE MAIN LEVEL_THE BASEMENT AREA IS 'i �' � � .� ,�..+ r� •.�, z,� ��F.�-�r aysTH A F� '-3 I ��0 7 LONGEST PATH OFrRAVEL DISTANCE OF 7;°-r WHICH ME:,S THE REQUIRED TRAVEL CITY O� TIGARD ACTUAL FIOOR ARF 2 400 S.F. DISTANCE OF 75 FE.E r wn'HOUT SPRINKL.k;RS.A 2•4iOUR FLOOR SEP'ERKw'ION 13 PROVIDED BLIILAIt�li.3 L)IVIL�A!`J --� J:, �\ :�r � �rr','0/r' r>, \ .. r•�,Sr'�� t �� .'�,2:;: t i,F �i'C �";Ceti � '.:,'� '+ BETWEEN FLOORS.PART OF MAIN FLUOR AREA CONSISTS OF AN "OCCUPANa~Y WfTH A TOTAL.AREA OF 2,214$l2UAR.lc FEET. INCLUDED IN THIS OtGG.1rJANC:Y ii A ACCESSORY AREA, LIBOR AREA F 1TFU: 213 < I OK THAT IS 720 SQUARE FEET.LESS TITAN 10%OF"A-3`OCCUPANCY AREA.AT THE NORTHERN 'i/ %. L;' }'"t e:tii = , rrv:,tii . �'t":�!::�yL•�.1i �.W ;�t:;fi '+} •;, ' �' ” � �� � /�' • ,':•�ri► �`9 � :gyp -,��'��. ,ay `:�4,:',t� '"�, , ..f, r � ,h # -,. EDGE.4F THE S(.IiLDIAIG,A'S'OCCUPANCY TAKES PLACE,RfFC'JiRa'NG A 14fOUf3 FIRE . \\ i/, xk5"��"ctr� i yk} ),x S S't+Y,a!ly / .vq• .: :, '/' +`/I aT,��'Sy�yrt } ! �� �,•j- tc!"r t W�,�b tg �:,,,�, , ..f SEF"ERA'T'1C1iN L3ET'VVEi=N THE TWO OCI..UPrAI":CY'S. AREA BUILDING HEIGHT I STORY '/ ''/ '/f ,ir`pr"°':tr J �' ?.�a. ,y.", ,�.,r �L *P�t'-yl „o;�gt,1i'Yajt •,. uy"'�'«. i* n �,3'-' �4' Y I i� ' � `•n�,�,-;1, ". ,> .� �-' :� THE i.GS!9 WILL NAvE A LOAD FACTOR A 7 PER BEING U�AS AN F.��dY1MI:CTII�G AREA ,r�, 4 , - >!. • .. '' " +' AC Y U)V_LY AREA SUIWANG HEIGHT 1 S i OFT'Y I ' Y : <t; { s€4it!err M, .rf •. � `� coNsIsnNG OF NON FIXED CHAIRS.THE CO�f614�IdfTY EtOQ#�WILL H�4VE A LOAD FACTOR OF 15 � /` ,r,' •� 4 r'1' C,f' J r ' �(1'. �t 1 p� �� �'M r�'�it:�>� Y.. t .', iY ,may f7°�s j `` �l,�raa77 yy f Y k P -R BEING USED AS A WORK AREA OR GATHERING AREA WITH 14ON RXEO CHAIRS AND MAXIMUM EXIT ACCESS'tRhifEL.DISTANCE FOR OCCUPANCY GROiJF';i-1'PEI,TABLE TASUES. IS 75 FELT!W"MUT SPRINKLER SYSTEM) 3. THE PLUMBING FIXTURE COUNT WAS PER OSSC,T,MKE 29-Ao BY U MG 30 SO FT PER II 1 • ACTUAL LONGEST HATH OF TRAVEL 1:+71'-3" OCCUPAfal'T'FOR MINIMUM NUMSER OF PLUMBING FRXTL:RES. i J FIRST FLOOR LO IEL: MIXED OCCUPANCY-'A-3', WITH'S'ACCESSORY SPACES 'BI PERM / OCCUPANCY-ONE STORY ' f CONSTRUCT:OM TYPE V-B. SET ACTUAL FLOORAF&A' S.F. 'AFS'OCCUPANCY 'B'f3CCUPANCY � N I j CODE ANALYSIS - BASEMENT � � � TOTAI.ALLOWABLEFLOOR AREA. aloof)S.F 9.000 S.F. � ►0.01 SCALE: 1•W 10'-0" ___. _____ _ ACTUAL OCCUPANCY Ate: 2,214 SIR 367 S.F. _._�..___._._ ,••.� • hit J f 13 OCCUPiOICY AREA.RATIO: .30 OK .04 < 1 OK "k DURHAM PAR _ --- ---, OFFICE ACCESSORY SeA(-'E APARTMENT r ZML Mum" �1 WITH A B'OCCtIPjWCY: 220 S.F. [ �* � CLUBHOUSE REM ����At,_A MR AREA: » r ACTUAL OCCUPANCY AREA: 2,..i4 SIR ❑ faCT: 100 LAW J00 � AREA F1aTI0: A99 > .1+C 04C• PER ACCESSORY USE AREA SECTION 302.2. 1-vi16100 SW 108TH A �JlJ�t itA'iFD rbA rA9 FIRE WAIL FLOAD: 1 ! j 97224 f TIGARD,ORE AREA LSI.ILOIN 3 HEIG14T 1 STORY , STORY ACTUALLY AREA BUILDING 1 STORY 1 STORY COMMUNnY HFIGHT f� �Cdl AREA:. 679 OCC: 44 ARU' SM OW A-3 FACT, I LOAD: Otr' FACT: 1ri ¢;g LOAD t* `37 PARKING REQUIREMEWS: TOTAL.REQUIRED PARKING: (11)PARKIII SPIES ('a)VAN ACCESSIBLE ADA PARKING SPACE � I (4)610 CLE NARKING SPACIFS ACTUAL PARKM1G: (13)PARKING SPACES 1 (1)VAN ACCES.4IBL6c AnAr PARKING SPACE (4)BICYCLE PAFI"40 iSP4l:,:$ AKA:A • O� �, OCC• ., f . ® � ,• .. � , .. ; , ,, � ..�.,".+r ' e ` .r ��`-,1 �w M FACT: 100 "' k , !k , REM ! LOAD: 3 ...•, �: ' Y, .•.. ., G ' 4 4. e �/\/� y ( Li/�,r{/01 -01 ..•.�.► .ofd � ! �,:: �n��, ,�,,{ �.�. a��,• � �.,z(. _ ,_,�.�._,. ® t Y `•r AWA; •.4t� \ fl L f t'K �• t • FACC 6iM `.� r t y LAA!? Q - � }}ire nkr + riti w _`/ fi'vct -- -- i y.. • C�� y 1n1111: O.FOLL rpt,{�} ,t i�'� •s � a �;'+� µ 'T q �{r � ! y�6` it' ��t" ` r � ac`$t° I .LVi1 NO: 000730 DATE' 12-0&2GOe FIL.E:mom `01�0T30"J10,('I- a J51'4"... t �' !�'',, ''j� I �Z �• ,� �K - ` T, .�1��`TTTT , 1�: K r � V 4� �D '� � fid, 9 r , CODE ANALYSIS !~ r r , SCALE, Ila'I& 1OR _.a...w....1.....,........_._... . - ���- 5 a I �+1a5t�' ANAL h r� n • i t - r. ! 1 fis W, 4 9Z LZ ff gil. t e Epi 7,4. r?1', ''!' 81 t 1 91 9'; h1 r.7 91 11 01 6 9 r n 77 r' •f ' i 'z :.r ttrJF i y. 8 f' y {f } r' t F ... ...,.�... ...,- ..,._...: .. ..:.W.y.r.:......,., .. .,^ ..... ..:d .4u:sM,::.tir. 1 MYHRE • GR0U Too ow rftw 6"044 was mot nonr„.•amp" SEE ROOM FINISH SCHEDULE FOR /--BEE ROOM F lidt:t i SCHEDULE FOR 6a�s66t600 r6osxiafeoo '..... EXTER INTWALL FINISH WALL FINISH _ CEMENT FIBER BOARD PANELS, ERtAQ J lN7'ERIURU� � I -- ACOUSTICAL INSULATION.WHERE /� /--ACOUSTICAL INSULATION,WHERE TO MATCH EXI8TI1b�-- -� OCCURS ! / OCCURS _-'WFLAPPETHER ER.60 MINIMUM GRADE iD 8ff�(PROVIDF TWO LAYERS) T GYPSUM WALLBOARD % /-"'gfi�TYPE'X`GYPSUM'WA;I LF.-JARD - L.XTERIOR SHEATHING A86EM@LY TYK NOMINAL STUD WIDTH SYSTEM ,' SYSTEM �� Y / 3 - 2V / 4 - 30 Yz° vE P >UN ` l , 0 - 011WR,SEE ASSEMBLY DETAIL M�MT v_"J/ ---INSULATION �+ 1 - 1 HOUR S - SGUND OF NEW STUDS AT Itr O.C. 3 - 2 reOUR T - THENONE EXISTING STUDS 2 - 2 HP',R \ - -Y TYPE'X'GYPSUM WALLBOARD - -V-TYPE'X'GYPSUM WALLBOARD4 - 4 HOUR SYSTEM 2x STUDS 0 16"O.C. SYSTEM �-- 0 - NO RATING T"�� � � TNa � [NTERIOR, [INTERIOR \ IN� ----THERE IPI.'3ULATION T unou GROUP AND A +rr wA TO 6a RNPRO lifiD wAW�l \,--SEE ROOM FINISH SCHEDULE FOR \--SEE ROOM FINISH SCHEDULE FOR "l"ft ONO1° A"�CU AM ^M vnTH TM vA6au V^rtgN AM WALL FINISH WALL FINISH 'V GYPSUM WALLBOARD SYSTEM Of M*bw GROUP -SEE ROOM FINISH SChEGULE FOR BASED ON UL DESIGN-U305 BASED ON UI.DESIGN-U305 BASED ON UL DESIGN-U355 WALL FINISH V1/ALL TYi�E 1 INTERIOR WALL TYPE INTERIORL�� WALL TYPE �'T EERIOR GENERAL ASSEMBLY NOTES - - SCALE: 1 112" 1'40` 1 - HOUR 1) PROVIDE MOISTURE RESISTANT GYP SIMULATED STONE VENEER /----FLOCK FINISH 1) WALLBOARD AT ALL WET WALLS AND RESTROOMS . MORTAR / V LYWOOD 2) SEE STRUCTURAL SHEAR WALL SCHEDULE FOR SHEAR WALL ATTACHMENT AND EDGE BLOCKING -METAL LATH W/PLASTIC \ / REQUIREMENTS. STRUCTURAL SHEAR WALL SCHEDULE OVERRIDES LISTED ASSEMBLY ATTACHMENT AND SCRATCH COAT / PLYWOOD BLOCKING REQUIRE�ONLY WHEN MORE RESTRICTIVE. __ —-CEMFNT FIBER BOARD PANELS, CEMENT BOARD - 3) WALL I YPES STATED AS"BASED ON"A LISTED ASSEMBLY,VARY IN RESPECT TO STUD SIZE AND/OR EXTERIOR TO MATCH EXISTINGWEATHER BARRIER(PROVIDE� ADDING EXTRA ELEMENTS TO THE ASSEMBLY. NO ACTUAL LISTED ASSEMBLY EXISTS FOR SELECTED � EXTERIOR ASSEMBLY TYPES. THESE ASSEMBLIES CAN BE SHOWN TO MEET THE REQUIRED FIRE RESISTIVE RATING �---WEATHER BARRIER,60 MINIMUM GRADE �-�®LAYERS) 'D'LAPPED 60%(PROVIDE TWO LAYERS) PLYWOOD SHEATHING BY CALCULATION PER SECTION 703.3 AND SECTION 721 IF REQUESTED. t r — V EXTERIOR SHEATHING I 4) ASSEMBLIES FOR FIRE RATED WALLS SHAM EXTEND FROM S IRUCTURAL FLOOR TO UNDERSIDE OF FLOOR DECK OR ROOF ABOVE. ALL WALLS AT UPPER LEVEL EXTENDING TO STRUCTURE SIiAL.L ALLOiN - : '• ;:;�".•...,- - ,' :•;' • .-. I FOR 1-112'MINIMUM VERTICN.MOVEMENT. WALLS Al'ALL OTHER LEVELS SHALL ALLOW FOR 1'VERTICAL --- - MOVEMENT WHILc MAINTAINING FIRE ANri AC(iUSTICAL SI=PARATIONS. 5) PROVIDE ACOUSTICAL BATT INSULATION FULL HEIGHT OF WALL WHERE INDICATED ON PLANS. II 6) PROVIDE VERTICAL AND HORIZONTAL FIRE BLOCKING AT 10 FEET O.C.MAXIMUM. I 7) STAGGER JOINT OF GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER GYPSUM WALL CONSTRUCTION. � PERMIT DOUBLE _ _ _ _ SET STUDS AT 16'O.C. 8) INSTAI.I CONTINUOUS ACOUSTICAL CAULKING AT TOP MTD BJTTO�A OF FlR.ST GYPSUM BOARD LAYER IN ALL EXISTING STUBS THERMAL INSULATION,WHE%, BOTTOM LAYER SECOND UM BO BOARD TONLY.CONSTRUCTION.MAINTAIN 1ONTIN CONTINUOUS FIRE CAULKING AT TOP AND INTERIOR -THERMAL INSULATION OCCURS ��_ Ihf RIOR \—V TYPE W GYPSUM WALLBOARD -` FLOOR JOIST �\ 9) MAINTAIN FIRE RESISTIVE WALL CONSTRUCTION INDICATED AT BUIL-AN WALL FEATURES,IN V GYPSUM W/�LBOAF�SYS"ik�l SYSTEM �\ ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. WALL RFINISHOOM NIBH SCHEDULE FOR \--SEE ROOM F!NISI•I SCHEDULE FOR (2ALrLBOARDLAYERS BSYSTEM GYPaL M WED ON UL DESIGN-U355 BASED ON GA DESIGN-WF 8250 WALL FINISH BASED OV GA DESIGN-FC 5710 RESILIENT CHANNEL i 4 FALL TYPE 4 EXTERIOR �L� TYPES _ EXTERIOR 1=LOOM i CEILIPJG ASSEI'VIBLY`_ •scALE: 1 ur= 1'-0" 1 - HOUR /2"=r-0°' 1 - +TOUR � SCALE: I +IC-t V-0" 2 - HOUR I � � I SEE WALLASSEMBLY TYPE TWO SEE WALL ASSEMBLY TYPE TWO FOR GENERAL WALL FOR GENERAL WALL SEE ASSEMBLY TYPE 3 FOR 518'MINIMUM FIRE CAflILKlNG / � d, .0, r) INFORMATION INFORMATION GENERAL WALL INFORMATION ,--DUCT—DUCT 12"0 MAXIMUMSUPPORT PROVIDE RIGID SLIT PORT STEEL PIPE 4"Q MAXIMUM �- 4^ DURHAM PARK s`' - -518'MINIMUM FIRE CAULKING FIRE/SMOKE DAMPERS �—PACKING MATERIAL ` r ` ct APARTMENTS 518"MINIMUM FIRE CAULKING ARE REQUIRED AT ALL i ! CLUBHOUSE REMODEL A / RATED DUCT —STEEL.STEEL RET,*MNING ANGLE A�gcy�Q PENETRATIONS A / A ------ ,3 Ulv m I = .,. 1 16100 SW 108TH CARD O EGOf NU STEEL DUCT,24 I. STEEL DUCT,24 GAUGE MINIMUM I' 9722 • GAUGE MINIMUM A ' APACKING MATERUL.,MINIMUM 1' ,1 THICKNESS A "—SEAL ANT SECTION A-A SECTION APIA SECTION A-A STEEL STEEL RETAINING ANGLE BASED ON UL DESIGN-WL-70A2 BASED ON UL DESIGN-W-L-'1023 L•_--SW MINIMUM FIRE CAULKING BASED ON UL DESIGN-W-L-7025 ---PACKING MATt:►2IAL FIRE RATED DUCT PENETRATION 8 l=11� ���E�DSJ�EEL PIPE PENETRATION�___�_ D�3CT PENETRATION __ SCALE: 1 112 =1�r 1 _ HOUR SCALE 1 - HOUR g sCAL r 1 1R"6►r-o" 2 - HOUR REVISIONS PM: D. FOLLINGSTAO t _ 7 JOB No: 060730---"-- nATh: 124)&.2 Gd 'r FILE: 0607300-A0,02.dAq A0w0 WALL ASSEMBLIE ... irn-Te7�. «;, I.N,..§i-Kt+,*r.:tz7W1�9zXk41�..,.,.,., , - ,.,........r...._ .,,,,. ...:r....+-w.new..w...•_...- � -- P p : I : r F7, • i , k i �.• ` t Ik ` I� r.:r wtiI r 77 r , VA P: -k w 6 I itI NOW' ill Ill I Pww pro r - "' --•` -.s61t1YC7iiWai"Lf vf✓6tn 4Y1--�_. _•. r. 1 ,` § a✓'(ren y t�r • � F rV* { :L } 6 rSt, k t �r 't MlYHRE • OR0 • I C �I � 1 � O t 0 GENERAL NOTE'S •h t.m1 Kvc 6uM,r w7 Ih.*-4L c 601�••.•pr0 r6W.si6.7b00 w-w. 'J A) INFORMATION PROVIDED IS NOT FROM A SITE SURVEY. ALL INFORMATION MUST BE VERIFIED INFIELD PRIOR TO,.ON3T;tUC'TION. 9) IF SI(E'„UNDiTIONS VARY FROM PLANS,NOTIFY ARCHITECT IN WRITING IMMEDIATELY. DURHAM ROAD LEGEND L SON }PROPERTY LINE ORw �nirvr,�Trrrm�i i / EXISTING BUILDING T/17T111l71TlyTli ,. 777T17:7717T1l1/lT1777 �r7 O IRV »�rmrnmmrrrn �Tv�r�nrrnri:�' � mm�im�n.7 , ��n EXISTING BUILDING AREA OF WORK 16108 18112 '101116 49 �4 15-72 73-M 16138 485ti 135-72 73-SG 81-88 { � �wwr+avMI- THE PROPEN 9-16 17-24 33.40 I I ad FWLPfk4XX=IN ANY MA~. 1T) W PINUM VWMMrMN M w Mrmm On" KEYED NOTES - �r�, -_-- --- ------------_--"-.--- — --______.__ _ �� EXISTING FIRE LANE /nr�.atr/mn f 7rm�ryT��rrrrnr, GARAGE - GARAGIE r GARAGE ! i 2 4 I IFFIT, 7 GARAGE IF I� IT� P,_T]TM_J MAIN ENTRY , f '16106 I ~- 18144 1-8 89-06 t I � / �_- --- --- � GARAGE GARAGE i t GARAGE f I � 5 ! ! I 6 i � �_LLL1��a \\ -- I I I �a GARAGE / re� , 16114 GA ~'� 16120 16128 25-,2 41-48 57.64 __ G E 16142 10 97-104 I ---- -- - 16146 f PERMIT r /' C- ! '�' -_ C_ SET REMODELED - �_/' CLUBHOUSE � G E GARAGE20 co 0 16156 I I �;� � 121-128 ` 0 '; ' � 16150 12 i ' / 113-120 w I ' / I 1 fi194 --� 217-224 m I ' DURHAM PARK " i GARA E 18158 APARTMENTS .� CLUBHOUSE REMOD � .� ..1. �.•► ' � rr � 13 VARA E 129-136 14 � 16160 � , 137.144 16100 SW 108TH AVEN TIGARD,OREGON • 16190 97224 ' 2oe-z16 � ---I GARAGI 201208 293-200 16182 � 185.192 Y � mnnrrmr»nr�r ' L ... GARAGE , TRASH _ 16 1616'4 / 145-152 t COMPACTOR _ GARAGE - GARAGE �� CARAGE j G 21 20 19 I I I _ ;,, 15IT I I L _----- tit-LI i H I I I I I I ULLi _LI I L i j �_ _ �-_ I _ 16166 153.180 L• /° I REVI8ION8 18178 16174 16170 _-__-- 177-184 189-178 161-188 I ---- - -- �� PM: D. FOL.LINGST JOB No: 030730 DATE: 1240-20M .... .. v.. .._. 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WHEELSTOP - ��: � PAVING c 46'FROM _ ` \ �'� LOP A�2& PARloNc3 `--VAIN TEXT WHEREb .II SURFACE 12i�S�l71Rt=,.D � --- s - _ TRAFFIC FAINT,r(PWAL _ rf �..� `� _ 2'0 GAIvAN17.ED POST • WITH CAP. CONCRETE CURS II FINISH GRADE w� . _ 1 II Ela 'MOND - --- - ,�• -- - �`. FIAREDS�If u - GALVANIZED STEEL DE•fECTABLE DOWELS.VO x 2,4'LONG AT _ -- #4 REBAR EACH WAY WARNMiG 3URFACF GROUP AI%ClrriCT wmwt ll 4'-0'O.C. r.w.a owArrwo. AM TM pftop"Ty MyHM ONX& rwcMrMM8 uo AM IF W IS LESS THAN 4W,THEN THE TO s wrmoouc.o of ANY mwwwo, • 12"0x30"DEEP � �� SLOPE OF THE FLARE{?SIDES or w w Mouv`i'nw ' — CONCRETE FOOTING �, SHALL NOT EXCEED 1:12 DETAIL - WHEEL STOP _ 2 DETAIL - HANDICAP PARKING SIGN �-'� DETAIL - 3 PAINTED HANDICAP PARKING SYMBOL a DETAIL - HANDICAP RAMP ,;,.03 SCALE: r= r-o' l1.03 sCAI!": Ina r-0' 1.U3 -- ---- _ SCALE: I'= 1''0 1.03 SCALE: 1" y -- 2"WIDE STEEL TROWEL a ,/-'PRE-MANUFACTURED BROOM FINISH BROOM FINISH STEEL BICYCLE RACK -- STAINLESS STEEI--- z, t ESCHTUCHEON RING CONCRETE SLAB--` 9 • _- - .�_ — A. s — -8"AT VEHICLE Y WIDE STEELTROWEL t _-_.�_....-.� CONCRE�SI.J�B— \ EXPANSION JOINT • d m ° TRAFFIC AREAS - -_--- \ — % BROOM FINISH A'RADIUS BICYCLE �- 1"DEEP- - I PAWING a ,/ 60 VEHICLEEA3 CONTROL JOINT -#4 P.EBAR AT III'O.C.a d • EACH WAY AT VEHiCLE • ) TRAFFIC AREAS , I . 4 • t ' ; . - CONTROL_JOINT cw I _. _ • —I {`�I I t. . _1 i I — '� i :_.. ^ • r 2'WIDE STEEL TROWEL (BROOM FINISH i OOM FINISH • J ° PERMIT PREPARED SUB GRADE I' Iu ° ' e u j ° •d I • ° • a 2 ~— • • a SET d o • ° CONCRETE \._... � `—YI"RADIUS 2'-0"SQUARE AT SUPPORTS FOOTING 6 AT V�iICLE -� #4 REBAR AT 16`O.C. TRAFFIC AREAS AM3ION JOINT EACH WAY AT VEHICLE TRAFFIC AREAS EXPANSION JOINT(EJ) s DETAIL - EDGE OF SIDEWALK AT GRADE s DETAIL - BICYCLE PARKING SIGN - ,,03 SCALE: 1 „r-r-a' — DETAIL - BICYCLE RACK 8 DETAIL - EXPANSION & '.� SCALE. 1 1/2"=1'-0' - CONTROL JOINT r�l ,,03 SCALE 1 1/Y-Y.Q" 1A3 SCALE: 1 1/2' i I DURHAM PARK I APARTMENTS CLUBHOUSE.REMODE ;M1 h 1 16100 SW 108TH AVENU TIGARD. OREGON 37224 i r r- t )S V REVISIONS E a PM: D. FOLLINGST JOB Na 000730 DATE: I2-W2008 a FILE: ot30730-A1.o3.dwg crf ,� IAl I ��. SITE DETAIL l .. . i :, , . .r• Z w �!� �� .' rpt; ,v.:.A , ar, � vt ,i t • t,. c.v ala a . L ^fti l;'F't , ro. ra�M w , � t r 1 t. t fi r, r S� t I � r' . _. ,. ., __......._.n♦�wrrlrc.o��.4a+vwwnw_. -- �.,...a .mIL ... _�+� I .- i�.�S +.ditf9fd3NL?h'rlinliieiuia,.Wx, ----L�''JdIB. I ,• '' ;, MYHRE • GR0UP ' DEMOLfI't0N GENERAL NOTES ..«. -._�.— .—..•_— ,-_'_.— . 7'*wwf,MrOw♦60r►xir vatlwwo,gY.yvn or]u0 66POJ .000 a00if00.r0oo w.rw..oNr.pw..�m A) C()ORUINATE EXTENT OF ALL DEMOLITiON WORK WITH NEW Wo .-mum 0) DESCRIPTION OF DEMOUTION WORK IS NOT INTENDED TO BE ALL INCLUSIVE. FIELD CONDITIONS ARE TO BE VERIFIED. CONSULT WITH ARCHITECT IF SIGNIFICANT DISCREPANCIES ARE DISCOVERED. C) A'f REMOVED CN2 DEMOLISHED ITEMS AND!(7R 6UlLDlNl3 COMPONENTS,PATCH AND REPAIR EXI5T'II4G jVD �� SURFACES TO REMAIN. PATCH AND REPAIR WORK IS TO MATCH SUBSTRATE AND FINISHES OF EXISTING ADJACENT SURFACES. r' SON D) CONTRACTOR 18 TO PROVIDE SHORING AND BRACING AS REQUIRED. E) COORDINATE FLOOR,WALL AND CEILING REPAIR WHERE EXISTING PLUMBING LINES AND FIXTURES ARE OR r , _—" REPLACED. F) MAIL 60XE6 TO BE REUSED.u OF j i I DEMOLITION LEGEND t I EXISTING c- —_ ___ _ WALL TO REMAINEXISTING ° I I 0 MYHM QWJW u�'jurtcls STORAGE 4 1 2 ro=fdPRW.CW wANYMrW*R.Eixcer STORAGE 3 n I I ! I I � WALL To BE DEMOLISHED � ���•����� II IL_ DEMOLITION KEYED IN )TES II II ! I ' ! [� REMOVE STAIR SN'3T'E�t1 IN ENTIRETY. PROVIDE SHORING FOR AT EXISTING FLOOR JOIST. I EXISTING I I — POST TO REMOVE EXISTING WALL ASSEMBLY IN ITS ENTIRETY, PROVIDE SHORING FOR S I 2 ALL LOAD BEARING WALLS. I I ° REMAIN ( COORDINATE DISCONNEC,IRELOrATE OF POWER AND LOW VOLTAGE. i 1 REMOVE DOOR AND FRAME ASSEMBLY. INFILL, PATCH AND REPAIR OPENING TO MATCH STING tI I L--__—•I EXII ! ADJACENT WALL SURFACE. I I r ____� I ! I O REMOVE WALL FINISHES TO WOOD STUD FRAMING AND PREP FOR NEW FINISH. p I — REMOVE EXISTING FLOOR FINISH AND BASE.PREP WOOD FLOOR AND WALL RASE TO RECEIVE NEW I t'---_ ° 5 FINISHES. yyvv � ° 1 r REMOVE EXISTING CONCRETE SLAB ON GRADE.PREP AREA FOR NEW WORKso 1 QREMOVE EXIST ING CEILING,LIGHTS,AND MECHANICAL.DIFFUSERS.PREP EXISTING TRUSSES TO RECEIVE NEW FINISH 11 A— ! ! ! 1V ,(J II I I I POST LTO EXIST ! ` J (8 REMOVE EXISTING PLUMBING FIXTURE.CAP LINES WHERE FIXTURE IS NOT SHOWN TO BE REPLACED. t' • / II ! REMAIN I I ! I I PERMIT L I I ! I I REMOVE SNJNA SET ! ! ! I ( EXISTING ! I 10 REMOVE EXISTING CASEWORK ! I STORAGES I ! I REMOVE EX ! I 11 (STING DOOR AND FRAME ASSEMBLY.COORDINATE NEW CPENI^JG WHERE SCHEDULED TO � ! I L, — RECEIVE NEW DOOR AND FRAME OR NEW WINDOW AND FRAME. M-STINL/ INSTALL NEW OPENING THROUGH EXISTING 2x WOOD FRAMED WALL.COORDINATE OPENING SIZE AND LOCATION WITH FLOOR PLANS.PATCH AND REPAIR OPENING PERIMETER TO MATCH EXISTING ADJACENT STORAGE OFL4GE 2 I ! ! 12 WALL SURFACES.ROUGH OPENING HEAD HEIGHT C V-10"UN'-ESS NOTED OTHERWISE. ! I I I ! I I 13 REMOVE EXISTING MAILBOX CAP,INETS.SALVAGE AND RELOCATE TO MAIL CENTER ROOM W02- -T It202! EXISTING — - I ! I I I /� I' 14 REMOVE EXISTING TOILET PARTITION. POSTTO REMOVE EXISTING REMAIN ( ! f! I I STING EXTERIOR MAILBOXS.SALVAGE AND RELOCATE TO CONCRETE PAD QNIOTiTHWEST ! CORNER OF CLUDURHAM DARK ; .,E►FiOUSE. APARTMENTS { I I CLUBHOUSE REMODEL I I li EXISTING ! ! SOFFIT TO REMAIN 16100 SVV 1118TH AVENUE TIGARD,OREGON 97224 EXISTING 1 POST TOpaom I I } ! I I EXISTING STORAGE 1 I ! ! i I I ! ! I i ! I EXISTMG — ! I I REVISIONS POSTTO i ! PM: D.FOLLINGSTAD ' JOB No: 060730 DATE: 12-M2006 FILE: 080730-Q2.01.dwg , D2uO y x DEMOLITION ION PLAN - 13ASEMENT N 2.01 SCALE- 1/4•� 1'-0• --�----- �.__.y.___.._...__�.._._---_.�___.._____.__.._�.._...._�_._....___ .___.__._. _ DEMOLITIO PLANS r low , ' 4 1,•n. ...,: ... „ , •. �Iw.lynl!'tMMCYfMv,T1nM*N,. 7 I J M1 1 3 �y' {l , 6 1 s A�'' r' , y ♦t Q � r I J°t 4' - u,�_� ,n v�t t�4� "� A6'(. y 'z f �r•�.j. 4,x 1 ,�� rH{�'�PF•(i; � � .ti. ., ��"' if s IN RvAr , , w, __ _.- 'fly ,r r r a i r T x. '( �f'fiEftlRLi9�wMCIM'.IINiG.1.E•M1 _'-: .......'.-,WAi�Ok..... • .,, .. . ' 33 i I MYHRE , GRO DEMOLITION ggNERAL NOTES • T ° a ' ` ' o ` a l ou 4W Trw+w..a ww wr rwm".na. wa.tw woo a wn.aw Tana wn.w.n,•f A) COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK, I I 9) DESCRiPT'ION OF DEMOLITION WORK IS NOT INTENDED TO BE AU_INCLUSIVE. FIELD CONDITIONS ARE TO �---� I BE VERIFIED. CONSULT WITH AP':HITECT IF SIGNIFICANT DISCIEPANCIES ARE DISCOVERED. ,li I i L`) AT REMOVED OR DEMOLISHED ITEMS AND/OR BUILDING COMPONENTS,PATCH AND REPAIR EXISTING SURFACES TO REMAIN. PATCH AND REPAIR WORK IS TO MATCH SUBS'T'RATE AND FINISHES OF EXISTING I / i ADJACENT SURFACES. S M. ON II I D) CONTRACTOR 18 TO PROVIDE SHORING AND BRACING AS REQUIRED, E) COORDWA I'E FLOOR,WALL AND CEILING REPAIR WHERE EXISTING PLUMBING LINES AND FIXTURES ARE � A 0 REPLACED. F) MAIL BOXES TO BE REUSED. � OFDEMOLITION LEGEND !HALL TO REMAIN HR! 0 MToRouP mc"m cTD EXISTING �_ nrW utiwEw ,ARE THE PROPER 2 MECHANICAL WALL TO BE DEMOLISHED MYHRE OR" ARCHm6cm AND ARE �_. ..�j "'_ /�iyI1 ��� CCC.`C=_.--`� M"rm�oauw IN""6"Nea RV4JfJ1 WITH no "am vmrmN ". L r _.. ..� I r --_- DEMOLITION KEYED NOTES _ — - - —' ---- _ ------- 4 0 REMOVE STAIR SYSTEM IN ENTIRETY. PROVIDE SHORING FOR AT EXISTING FLOOR JOIST. '— 2 REMOVE EXISTING WALL ASSEMBLY IN ITS ENTIRETY, PROVIDE SHORING FOR ALL LOAD 4 — — I 2 COORDINATE DISCONNECTIRELOCArE OF POWER AND LOW VOLTAGE. BEARING WALLS. I ,�. - Y I r —' "— I -•...� ` 3 0 AD A(E DOOR AND FAME ASSEMBLY. INFILL, PATCH AND REPAIR OPENING TO MATCH EXISTING EXISTING I I— -- -- —� I I ' 2 I I OFFICE 2 OFFICE, U4 REMOVE WALL.FINISHES TO WOOD STUD FRAMING AND PREP FOR NEW FINISH.� REMOVE N OVE EXISTING FLOOR FINISH AND BASE. PREP WOOD FLOOR AND WALL BASE TO DECEIVE NE`.ri -------------------- L — — JU U REMOVE EXISTING CONCRETE SLAB ON GRADE.PREP AREA FOR NEW WORK. � III 2 7 5 O REMOVE EXISTING CEILING,LIGHTS,AND MECHANICAL„DIFFUSERS.PREP EXISTING TRUSSES TO RECEIVE NEW FINISH I — ` -�.. i REMOVE EXISTING PLUMBING FIXTURE.CAP I-INES WHA=RF_FIXTURE IS NOT SHOWN TO BE REPLACED. LL \ �, _ PERMIT / IF ` I 2 11 1/DqREMOVE SAUNA SET REMOVE EXISTING CASEWORK d _ _. EXISTINGa aE MZ4 ! REMOVE EXISTING DOOR AND FRAME ASSEMBLY. COORDINATE NEW OPENING WHERE SCHEDULED TO 11 I Z _4 \ I COMMUNITY ROOM I �'� I, I'I RECEIVE NEW DOOR AND FRAME OR NEW WINDOW AND FRAME. a ` INSTALL NEW OPENING THROUGH EXISTING 2x WOOD FRAMED WALL,COORDINATE OPENING SIZE AND EXISTING 2 13 �� i l�2 LOCATION W6TH FLOOR PLANS.PATCH AND RF�PAIR OPENING PERIMETER TO MATCH EXISTING HALLWAY ` t I WALL SURFACES.ROUGH r F ADJACENT _ - I i I.GH OPENING 3-iJ1D HEIGHT�8'-10"UNLESS NOTED OTHERWISE. REMOVE EXISTING MAILBOX CAEINETS.SALVAGE AND RELOCATE TO MAIL CENTER ROOM#202 .� — ! — — �. �,- �> ._ 2 14 REM VE EXISTING TOILET PARTITION. I I I"— C� REMOVE EXISTING EXTERIOR MAILBOXES. SALVAGE AND RELOCATE TO CONCRETE PAD NORTHWEST 10 DURHAM PARK \ ; CORNER OF CLUBHOUSE. APARTMENTS EXISTINGi CLUBHOUSE REMOD I MEN'S r 1 e 14 2 3 3 \ 16100 SW 108TH AVE l '+ TIGARD, OREGON / II 97224 12 _ I -- 4 r 12 ! L 21 „ E)QSTING / WOMEN'S \ `� 13 r 2 a. : 2 REVISIONS , --- — -- EXISTING EXERCISE ROOM PM: D.FOLLINGST ) + JOB No: 080730 _ DATE: 12-08-2006 FILE: 000730-02.02,*l Yp :: 2 DEM _ OLITION PLAN FIRST FLOOR N2 0 20 �I<, SCALE 1N' ,'4r' DEMOLITI PLANS , :i:wi4 :,�: :,." .. -. . . wrw ,M..++u w.erv•_++.w✓w.,..........,.. >, ' .,«�.,......., vr+.,.rrx.pssa,.rn„�tarEeew�.rr,a�wnarna ..,.,,yr. , a 1 .. • : , • r: - 7 M , I ., -a X-1, 4", t, I r ti w 4: t lir, '41 1 I. ,1d `err ♦:i't ..4 :r 4 ;7V e 3, '. ....s:..,.W. WA+rAar+rir.u,--..-.. ayrtr,,...,_...,e,•--_• :.s���''.wr"-!...'"'' ri4'�r�S41 x"i''yi` "?uix''.wiasilfwl?M6iYh4'iWiNwM3°�flls„vr .' i u MYHRE • GR0U u.. .. a r 0 h l 1 • e t • u YNO ow 7Mv•Ywt 4ulb 107 MM•M4.Orpun Y1 1.0}.yK,.7000 f W►1.1 anm ww �yppp 1 A6.01 t GENERALNOTES 7 AI REFER TO DOOR AND WINDOW MANUFACTURERS SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E SCN SIM. Aa.01 ALL INTERIOR ERIOR WALLS ARE DIMENSIONED TO FACE OF STUD UNLESS NOTED OTHERWISE. �.. Bj (REFER To SHEET A0.00 FOR ARCHITECTURAL LEGEND AND ABBREVIATION LIST. I OF �41EQ A MNL EQ C EW ' X202 4 POOL LEGEND Ido A4.01� B 2 EQu1 NT -- _ - --- _—_—_ -- 0 WYWA 090UP ANONTEar. mvmw tom] n.,•. .q. „� ..1. .1�..�,. I 4 '� C �/ l� \ �- - EXISTINGWALL TU REMAJN I 'TO 94PO4MMOM IN ANYMOi1 x OF wl.w dour. Anarncrn — ---- --- -- / i. __ =� NEW WALL EEL_I 3'-0' 3'-0' 3'-0' AREA�.. I .. �.FLOOR JOISTS R SUBFLOOR-MATCH EXISTING A/17 E COPY2 z j/� ROO M A4.01 B ALIGN F.F. —\ /f 204 ELow - �'�Mal - _ -- -`�_- ALIGN F.F. `> > - - I - - A - ' ELow KEYED NOTES ALIGN F.F. A6.01 . 01 WASTE$RECYCLING RECEPTACLE TO MATCH ADJACENT MAIL BOXES c O EXISTING MAIL BOXES RELOCATED 11 WOOD POST § \A� �c �' �� _ I Q CORK BACKED BULLETIN BOARD PERMIT E f�M I T t~ �=—MA ! 0 CARD READER f ACCESS CONTROL, SET .. 2 � 9�L.ow �BELow o EXPANSION JOINT BELOW F.F. I 3'-6" �8 ELECTRIC WATER COOLER ;'d°;fig' •e y 1 FOYER COMMUNITY — �� � O7 COUNTER TOP r ROOM 2 a A3.01 @ MIRROR I :� `\ r 20 ME MET — O9 ATTIC ACCESS BELOW •- —� , — 10 TILE WAINSCOTING Lm A6.01 I I I 1 I 11 LIGHr..NG SCONCE .f z I t1 +� SIM. WOOD POST o I REST I l• Al -ALIGN F.F. I ROM I r"1 I DURHAM PARK ;::•r. ��Z�77JJ I CLUBHOUSE REMODEL BELOW �--. I MGM B I ALIGN F.F. I 16100 SW 108TH AVENU ' TIGARD,OREGON 7 �� REST I A6.01 ( Rei I / 97224 205C _ _ I A % A b MANAGERS REI CORRIDOR ' REST I 44 a I � ��1/7 11 _ REVISIONS 1-0 3W --- VERIFY 1 — - ------- -EXERClSEr PM: D. FOLL.INGST y Joa No: 060730 DATE: 12-08-2008 p' —_ - — _— --- -- --------- - - '"3T=1� '— _- FILE: - Oa0730-,''12.01.cf�wg + Y FLOOR PLAN - GROUND LEVEL N A2mO s�ALe 1a••1'ar _ � FLOOR P GROUND LE a 1� .r.new.•v......t...,,.+nYYwwrowaek+ti.wAnw'ec.M.s { Y 4q' rsr.rvra,,.wer�r.umc++wrwr•waxeyp+wen.: . 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'I, P,C' 'tk 'f• �1 , S t f F :i• r�, i • it t '•d 1 f� 'J} Y t. ,,. i •�f TSI: .. • � , I - j r fix;l �r• "� 't. ,r I, rA' A. ,' � .,,.' :,-! ,t. � .. .. • • - e$ Yl 1�y]L" .I lf+....,L � ],:: yyv, i, 9' , r .. Ak i ::f �: ,1 .Y{,t� tib• ,t1 � »pM�7b t'�,.� ,•�i: t: a + It d y 1 : t ' S tj.c.t�:' OMMUMN W- 0, rL, : , 1 t .. , b' I L • S I. : , Y I. • r r, : a. r .all C w J t } FF '1 r 1111).. �•�,: yy kk iaiv�^' .f l T v MY' H R GR d G a r c h l t . c . . ' I,-a_1l 1'f0+/.bLNOY f 61Y9N.1w.v '�w.�/Krt�p 9 70Y 1/Y Tr11v ft--La—a07 Fw1Yrw, � t • 9 ! •gig LS GENERAL NOTES ' F ON A) REFER TO DOOR AND WINDOW MANUFACTURER'S SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. ALL INTERIOR WALLS ARE DIMENSIONED TO FACE OF STUD UNLESS NOTED OTHERWISE. • • 8) REFER•f0 SHEEN A0.00 FOR ARCHITECTURAL LEGEND AND ABBREVIATION UST. ORT i LEGEND 1Y G,MYHRk GROUP.A,Hfft4-yb 1 THEW ORAWW" Mit THt PROPERTY _ M,1Yit OA01M MM34FT CTY AM MIH TO 4 P"WOUC<p MANY 1.A MOK<XC f EYIST1NG WALL TO REMAIN kv" m Pmm wMPrnN AMPRov OF ili'1" ONOI► ARIYIITE 4 V NEW WALL -- ( � T-1314" VERFIY I r +11A r.Y M KEYED NOTES _ 1 TILE!CARPET 1 MIRROR � 1 6 SOUP DISPENSER PERMIT B ! GRAB BAR 3 \ G) SANITARY NAPKIN DISPOSAL SET r A C O TOILET PAPER DISPENSER f 2 A4.01 U U. �I z `6 CABINET•.. ,1 � I 5 � � I 3 z 3 z aDU— RHAM PARK II APARTMENTS �. \ �- - _ _ _. _ •� � •--O I CLUBHOUSE RE;IAOQE � I 5 D \ ++ A 3 C A4.01 OP P B G ' --® ti 16100 SW 108TH AVENU 1 ` TIGARD, OREGON 97224 TILE rRPET CA [ a ---w.. r ilii ID--- " `. __TILE-,,-C'ARPET 3 A4.o1 �: II 2 ( E REVISIONS --� 5 _� _ 9 4 ao II - I PM: D. FOLLINGST ? JOB No: 000730 II DATE. 17-08-2008 FILE: 080730-A2.03.&M I, Cf ENLARGED PLAN 2mO «` FLOOR PLA GROUND LE 1 NNi : It '41 4� .. ..,, : :...... ...w aim M Y Z '•lFf, � q, ';.'.,.. .. .x. + a r .. KWWI ?r.1.4. TOM- i* , r , is + T dr.11 S�F��� '• �^ fP .i M1 k 'r r GENERAL NOTES M Y M R E - G R A U A) EXISTING COPULA To RE SALVAGED FRIOR TO ROCU✓DEMOLITION.SECURELY STORED UNTIL w.w.ararsa•.••••.u..%&-Q&407 rftw ,,>,.w,e - i � I Mai coags•ieoo ...,m,r..o a.2 _ R6:IN8TAIJATiUN AT TIME OF CONSTRUCTION.PRIOR 7"O FtlfNlt)VAL, BRACE ANIS REcWFORCE STRUCTURE • A6.01 TO MAINTAIN COPULA'S Il+f1EG RITY DURING REMOVAL. , B) PROVIDE NEW ROOF TRUSS AND OVF.RFRAMING TO ALIGN WITH EXISTING ROOF STRUCTURE.STAGGER ROOF DE CZJNG TO INTERLOCK(E)AND NEW ROOF STRUC:'TURE.ARCHITECTURAL SHINCA.ES,ROOF VENTS,ETC.TO MATCH(E)ROOF CONDITION. 1 , 1 1 C) PRO r ECT EXISTING GUTTER AND DOWNSPOUT SYSTEMA,6700E VENTS.ETC.DURING CONSTRUCTION. � • D) SKYLIGHTS TO BE LOCATED BETWEEN EXISTING TRUSSES.FIELD VERIFY WIDTH FOR FIT PRIOR TO P RSON PURCHASE AND INSTALLATION. ------ - - -- a'-4' - 4'-t' LEGEND __— -------- - , uR 3 ! op INS _ NEW SIMULATED STONE z /�—�� wfw* �,. Aaa►•r.cr• Aw Aim iri•aa DMOMM Pru nW rccorapkrr vwn� r►� r w�rrm _ - 12 2 SIDING-MATCH EXISTING a W ow u.wwWwt 10 - -- 10 — — — — - -- KEYED NOTES If -- EXISTING COPULA TO REMAIN-PATCH AND REPAIR EXISTING SIDING AS REQUIRED. TYR OF(2)cl, -- � I 1 " - — �� 2 EXISTING COMPOSITION SHINGLE ROOFING,._ �(�, ._•. OFING- PATCH ANIS REPAIRAS REQUIRED AT NEW WORK 11-7 - _ — LJ O LIGHTING SCONCE ---- ODD NOT USED ---- , CEMENT BOARD WALL SIDI►:v-M i CH EXISTING A8.01 1 I A8.01 CARD READER i ACCESS CONTROL I I PATCH AND REPAIR EXISTING PATCH AND REPAIR EXISTING SIDING AS REQUIRED AT NEW WORK I I SIDING AS REQUIRED AT NEW WORK I I j I NOT USED . PERMIT I SET I I i 8 SP�'rLIGHT(2'-0'X 4'-0"� I I L --- —————--———————--—————--— —1 -- -_ - --- ---- ��J O WOOD TRIM-PAINT 10 CONTINUOUS GUTTER W/DOWNSPOUT-MATCH EXISTING i_ !NEST ELEVATION 8x8 CURVED TIMBER SEAM-PAINT .01 SCALE: 1/4' 1'-W — - - 91 8x8 WOOD COLUMN-PAINT 2 DURHAM PARK A6.01 APARTMENTS CLUBHOUSE REMODEL O 8 • � r 8} k 16100 SW 108TH AVENU _ -- TIGARD,OREGON 97224 ® ® ^ Li O /fj/���������\��\���\\\� I�k. rte'• � 'A El REVISIONS i LIU" Ll7 of II II I AT NEW WORKED PATCH AND REPAIR EXDSrINQ SKWG AB REQUIRI T I t SIDING AS REQUIRED AT NEW WORK PM: D. FOLLINGSTAD I I 1 I I 1 • I I JOB No: 080730 DATE: 12-08-2006 ' � h_-W- '�- ----------__--------------------- ----- __ _.______—- -��_-----_.__-•-- - ----- �_ -•---•-----------_._ _. _.____---___- ----- - ----_.____----1� FELE: 000730.118.01.dwq i _ 4_ A3k EAST ELEVATION „ EXTERIOR SCALE: 1N° 1'-0' -.._._.-----•- ..--.-..-._...r_�__...._..__ __-. .._-___._...____�_.�_�..,...__—_.___._-_.._..�.__..._____�,-___..._______.._.-______..—__�: __-_..—.__.__._. ELEVATIONS t ' r. - n k�xf• P.�,4 : ti4 sa :?{s rA aa.�•.{"NG;r rrA Sp'-4 .. ,, A 41 6II # W; f MAIN r S v: ,r« D .. ria 1 't :Y .j by •� 11AYHRE - GR0 Y ALLPLACEMENT • r e h l t • u t • AIL FACE DMAENW*D 1, PROVIDE REINFORCF-MIcNT FOR INSTALLATION OF GRAB BAR'S ANL)SEATS MM 00•w T■,o •■■,�6YY i07 IM1rl :V'': ARE FROM FACE OF FINIBFIED 3::R=AGE4r 2. ALL.,THRESHOLDS ARE To BE NO CaiFtiEATBR THEN X1• fi.. J. ALL CONTROL.$SHALL B8 MO1.INTFJp 41f•MAX.A.F.FS AND 16"MW.A.F.F. . 5F` 4. CIRCUIT PANELS SN.ALL.8F_I►AOUNTF.d.1 NOT HIl1NEFt THEN 54`A.F.F. ` I 24• I 26Y MIN. O.-Ir NId IV (GS 5)38` 24" 3,.0" S h_ SUN 27•MIN. MIPti. ■ 0 BACK 36-MAX. 44 ,M•,•AX•-,�HC)�, 4Q• WALL C ;X 34•MIN. ��` .� ric C) - MAX -- ' R 9"MINS ( ) �` _ SEAT MIN. OF (GH2)42 LAVATORY a, MAX, TOILET (513) SPT W) IMSA (Tp) marrwt•arr r�•atmrcre NOTE: MIN SOAP PAPER MIRROR TOILE'1 . '. WRAP PIPE DISPENSER TOWEL, PAM ��ff nVhM DISPENSER vAw rToAAlMN ooD +Oo WITH INSULATION DISPENSE To,,,wrwotx,o•o t«lwr WITH WASW;' , a t vwm oraom•• RECEFT'ACi E q STANDARD FIXTURE MOUNTING HEIGHTS SCALE: i/4r r4r - ------------- - Epp. r«6" x-a" r-e" x-8" EQ. Yrr,• , ` — �� ---- GWB — SOUP GWS DISPENSER GWSGWB r AAIRROa t FRAMED SOFFIT GRAB 3,-0 BAR J FLUSH r--BACKSLASH / WITH — TOILET COMPOSITE CABINETS. LAVATORY BOARD /—G "5 r �— i WAINSCOT,TYP. j BAR TOILET b � ILI' � PR CASEWORK hERMIT —TOILET�� DISPENSER SET COMPOSITE COMPOSITE � E CASEWORK � �- PAPER BOARD " + DISPENSER 74r EQ. 1NAINSCOT,:TYP. WA NSCOT,TYP, ■ COMPOSITE A S MIN, A 4 RUBBER 4"RUBBER BASE L1 BASE C 4'RUBBER BOARD BASE WAINSCOT,TYP. D 4"RUBBER 2 BASE I COPY ROOM ELEVATIONS 3 BATHROOM ELEVATIONS o, SCALE 1!4"s 41' r BATHROOM SCALE: 1/4.1'-0' —�--- — -- SOFFIT PLUSH wITIi r CABINET DOORS , r' EXISTING WALL I CEILING RELOCATED EXISTING EXISTING WASTE 8 TRANSITION BULLETi�IRELOCATED MAILBOXES 60A�iD MAILBOXES RECYCLING LES -ALIGN HEIGHT r BBEYOND OPENING SOFFIT FLUSH WITH CABINET DURHAM PARK APARTMENTS CLUBHOUSE REvMOD IL I \ 16100 SW 108TH AV!•_N y I 't TIGARD, OREGON - - -• _ 97224 _ c�17 vim— •• \ f � .1 � = i A e C A ra _ RELOCATED D04WASHER MAILBOXES RANGE PLACED WTO REFRIGERATOR—� q WALL a MAIL ROOM ELEVATIONS .ot s4ALE u4•er�r KITCHENETTE ELEVATIONS REVISIONS i I - r n a __ ak PM: D. 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COMPOSITE SHINGLE --- - 2x DOUBLE TOP PLATE ROOFING OVER ROOFING OVER �BUILDING PAPER PAPER BUILDING PAPER G/1LVANIZED METAL ,0" -"-a 8" � PLYWOOD SHEATHING --- DRIP FLASHING STIMULATED \ - - PLYWOOD SHEATHING STONE � �—FASTEN(3)FURRING � P.T, 1x8 FASCIA,PAINT \ STRIPS TO EAC-4 SIDE --_OF COLUMN,TYP. 2x8 CEILING _\ �-- P.T. 1x8 FASCIA FLASHING W/DRIP / EDC - - -- I -WOOD COLUMN - JOISTScEILING JOIST GALVANIZED METAL (` DRIP FLASHING i/ 12 ,� • �� I EXISTING GYPSUM R — \ )8.01 GYPSUM WALL ----� ! WALL BOARD-PATCH INSULATION GUTTER 1 - ( I % I BOARD AND REPAIR AT NEW / WORK I I I I I 1x WOOD TRIM-WRAP GLUAAM BEAM �`- GEME1dT F113ER BOARD l_ '. 11- -��/_ -- -- - I I PAINT PERMIT COLUMN- 1._ EXISTING ROOF TRUSS SPE ISM iT I - 1x WOOD SOFFIT- SIDING - _ _- - - --- SET PAINT --- MOISTURE BARRIER- — P.T.WOOD CAP 1x Vti000 TRif41-WIZ�I' - 1x4 WOOD TRIM-PAINT (2)LAYERS BEAM -SHIM - Y GYPSUM -- \ CEMENT FIFER BOARD �_____ REQUIRED TO LATCH WALLBOARD � SIDING -1_ -- PLYWOOD S'MATHING POST PLYWOOD SHEATHING R-21 INSULATION MOISTURE BARRIER BEPER TO 8112 (2)LAYERS 5 DETAIL WALL - 6 DETAIL EXTERIOR COLUMN — PLAN INTER( s.v1 SCALE: ,1i/2-�,'-0- .01 SCALE: 1 1/2-�V0 — -- — � OR BEAI1A�e ENTRY .01 SCALE: 1 1/2'ct1'-0- 01 SCALE: 38 110 FLASHINGCEMENT FIBER BOARD 2x8 EXTERIOR WALL. � �� SIDING _ -- MOISTURE BARR!UR- 2 R (2)LAYERS L ' 2x CEILING JOMTS ix WOOD TRIM-WRAP DURHAM PAR � - PLYWOOD SHEATHING AROUIdL i:SVTlIZF COLUMN- APARTMENTSCLUl3HOUSE REM '' 2x BLOCKING PAINT WOAD COLUMN . • FLASHING W/DRIP — •. I EDGE �— 1x10 WOOD TRIM- METAL POST BASE FIBER CEMENT BOARD � �"� PAINT EMBED INTO CONCRETE , 2x CEILING JOIST - a SIDING I b --- GLU-LAFA BEAM �--- MOISTURE BARRIER- _ / GYPSUM WALL BOARD 18100 SW 108TH A �_- (2)LAYERS SEALANT - ��\ \ 3" GYPSUM WALL - 4444/ .•" e=V . GYPSUM BOARD ----� -- BARD 97224 TIGARD,OR \ / t ,-----PLYWOOD SHEATHING � P.T.WOOD CAP-PAINT INSULATION- E 2X BOX BEAM-MATCH ------ �/ S FLASHING ON BED OF SEALANT r EXISTING PROFILE 7 POST 4 y � /� f I AND DEPTH OF SIMULATED STONE:SILL I GLUAAM I T.O.STONE BEAM-BEYOND !J I I 1x WOOD TRIM-WRAP f I BEAM -MATCH EXISTING 1031 U SIMULATED STONE POST J ` "-'— -- - FLASHING W/HEMMED ME rKANICAL AITACHEQ CONCRETE S!AB DRIP EDGE WOOD SJFFTT 8x6 ARCHED BEAM- I SEE v \ MORE IREiFAORAMT10�.1 SIMULATED STONE CONTINUOUS - -- -- -` ' --- MORTAR SOFFIT VENT / MORTAR-TYP. `~~ _ METAL LATH WITH 9 O DETAIL T.O.FLOAT - CONCRETE i INTERIOR BOX BEAM ENTRY PIASTER SCRATCH FOUNDATION 01 - . 100'-0- v ___x � SLOF'!r •n1 SCALE: 1 1!x'� 1'•t7' H <� c ��� �4444 COAT-TYP. SCALE- 3- 1'4- --'---FLANMERY'UNNfEZ$AL a WEEP SCRIM' ' 4 4 - 2xt3 CEILING JdlSr3 CONCRETE SIDEWALK SAND - !II� I�_ Rye ° REVISI v S1,---I( (�I I (I I I I� INSULATION � -- 4444 1x,4 WOOD TRIM-PAINT A - VAPOF — BARRfAq ER `�a INSULATIONRIDGED — 1 � - � �I 1 1�11�=1 — i ISI I l=1 I I=411= �____WATER (WHERE REQUIRED) I I I I I � 4 - _ PROI>F7t�Ki v III f_ ( — I --� � CONCRETE FOUtVDATKIN d - I ILU --�I I— 111—=1! I -II-- — -1 MECHANICAL �m - T =T1I_I ! = I(=— ATTACHED WOOD �I j==:j:�1�1f=i ?�1I i�•LS---��-1-M=II(-I,=1-=I 1�:l��1��'�l�-ahIJ�_►I i I__i)i�ll=I 1�1!��=I�-.I��T1-,_-I=�=.T1�II�-�!Ic_���� - �T�I_1_-��_-' 4:!l I I'_SI(iL- I I�_-�_ Pm: D._FOL-- L-I-N�9-FIDF GYPSUM WALL sOFFT' !1 `id 90YREAM-13EYONU JOB No: oso73o 1 DATE: 124)8-2008 CEMFNrFI6EABd�D IT—L-1I1=11­11 11� _ ,S>DFILE: 000730.M.01.)1. INO �---PREPAREDB�IJf�-ORAieE � , 1 � (2)LAYERS s DETAIL DETAIL - . 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' Oi.�4Zt1`tt� ro BE TEreWl:d�EU,SEE . `+ A c 2 EX ASTRAGAL OEM Q4 _.� 2_ FJI.ASTRAGAL PEM 9�1+'M _ .��._ � �2� HOLLOW METAI IN&JIAZED rpt. = PROV104i LEVER 37)U HARDWARF ON All DOORS -i 3fE t `NE/lTI4E KM PICl3ilLQJ ^9 "aE"T VWEJ►TN Mf PKlilJSO_ cq) P RUVim C!USER. #.l t.EX Y ER14Ft TO t IACD' ATFS3 �„ww_,,,i��•• 1 HRESHOLD - I P w 12MAV _ 4 4r'i"tCY.-qDF'STt:=Ei.KICfC NLATE p s TY'P .. DOOR TYPES ,.._._... HARDWARE TYPES ��� PROVIDE LaCKSET.CS) PRWDE Pk 1,,HARDWAM. I ,, x '1 SCALE:V 1'-0' SCRJ.E Y." 1'-ow (6) PROVIDE 9ti PAD. 0 mU4'Et3E PULL HAI►1GI.E. r• air: ,, ., '. �` i �,k; s V-1'FL:O. 'WW +4" _- rxl ti 4 _yN'+4" e. MATCH 7-11' 1: +EQ •1 0 EQ ! � .vI WINDOW SCHEDULE •� '" AYO. i O � I ---6"•,K 112'R. 9'_� 112"'R '. 1 ! { _/ r 140. ___- Sim_ _ MATERfAL - A _ I I 4 v HER SILL � REMARKSRKS WIDTH HEIGHTH rr (� - _ 4.0-1 i lTc."•4 MATCH MATCH -4 - _. SIM.TYP. A 411x8.01 4•i AE1.01 8iM. 81 A8.61 ----- - - ! i E�U!3TN+ICs' EXL$'f'IrdG EXISTING I? I3 2'-10` WOOD 3 r A5.01 3. 116.01 7/A8.01 __ _ - _ . • ci 4 �__._____+ �L _ n N 438 'r �C I _ , f./// ='k -- - - .__._ _ _.__ I _ _ -___ ��1 !/ Sri., I NOTES: SET oi� �/ \\ / __ __- ,/� i BIM.TYi�. ; t t AziN4G To�TmPERReo,a'�ELEVAnoNS , 2'6' !I 5 - ALL EXTERIOR GLAZING TO BE THERMAL INSULATING Fl FLO R '_- A-Y--g01 .�.,.�.�.._,. .1.... A WINDOW TYPE WINDOW TYPE _ WINDOW TYi�E__ � SiM. �fYF�. ' F_XTERIOR-MATCH EXISTING B ikr ERM.-WOOD - C EXTERIOR-VINYL NOTE:SEE i=Ji7E.RtOR ELEIJllTK3N I 1'', A0.01 A6.01 FOR INURE 1NF(NPJAI►TION ! s TYPICAL DD+®P & WINDOW F ME -f'YPES SGA!E:Y4 4 GYPSUM a-21 1NSUEArt>ra - �` i- --C�yP;�U11F WAf1 EKJAtRD WALLBOARD �\_ ___/� I ; , V - AR_IES SEE WALL TYP'1�5 . � !3/eTT 1NSilFw�1 li)�N WALLBOARD HEADER-- �� C�+c.MENT FIBER 130 ARD SIDING _---WVaCyD TRIM _� _ ! „ # HEADER,SEE l.a y-- - 1 DURHAM F' 3?rRUCTtf12Al \ `' ..- �' -- SICIIId{� i4PARTM[ tiLOCKINK3 AS �, �., - .-_WEATHER HARRIER aF.At_TO - R IOtED \. _/�'`�� --W EXr.HER BAP.RiER SEAL TO � FLASH, E '' #r I CLUSHOUSE RE e r DOOR,AT SIMILAR LOCATK)N E A___..�„�--GYPSUM WAt UitGA.RD �� � 1"LASI•.NG BLOCKING AS 1 '„ W'Y1COU TRIM 'a ._..-----ENt�!'AI.HEAD DRIP I=LA.�I'tIIVG -�--'��. - I ' .� 1 .• aCOUSlTICAL BATT \ / 1 REQUIRED I �. w.r;.:.r_- � �-METAL.�OOFT FI Ir,�aROtJT F,ai 3ID ��� - � ...'­-METAL HEAL)DRIP FIA•,SING FLEXIBLE FLASHING OCCURS \ \ --,-.FLEXIBLE FLASHING �,,�--KYYWOOD SHEATHING -HEAIDER R!._W OOD SHEATHING t _-----ROUGH QPENING WRAP I _-- ' /' 'r �` �'tc 5 WOOD TRIM � S -- �„ / -SEALP.NT i 6100 A 1()OR c ti� I SHIM AS REQUIRED 1 \ � I TIGAIty,ORE bVOt3a TRIM,t�A3I�lI" I WOOD TRIM,PAINT I 97224 r 5:ALANT f I (DiJirCWRAP W�FRAME In INTI RIOR FINISH SEAi_AN DOORAT- ! rMETAL DOOR FRME,C•.`W' - I I / ~``-- SIYIIf.AR - ^'`"�• -' =-, � ".`.:w5��_ -"�•�"i\, L_._. _ ,�• j � � `\ / �'� •`'.. _ -MATCH FISTING WINDOW SY'a'"Ticc.M ( ._....,._ ,. CONDITICA M r• -:�.,=''"' �' / , 1 / K 1 9iEI44,AI�I'r BACKER �.---v%'xWOOD TRIM .� PLYWOOD SHEATHING OPE �:�..-= ^-� r., '� ``' .,� ,'�I- �---$f"..AE_AtvT rw ML==TAI.D006d `` �'� -- .--FLEXIBLE FLASHING .'� fes-.' -GLAZING 1 ka WEA7lhiilr.R l3�+ t1FR SEAL TO 1 x 61N®OD Y'EtLM(8 oND) - -� F!!ASF4I;dp U&ip i LAWfftq ! 4 DRIP FLAW'm VARIES SEEWALL TYPES f DETAIL - EXTERIOR DOOR HEAD --_-_.- �'� DETAIL - EXTERIOR DOOR JAMB 3 DETAIL e HEAD JAMB SIMILAR -4 DEI.AIL IM 01 I SC01 B<..ALE: 3' V-7 Q1 SCALE: a"@ 7'cr .r I _--.__-_.--_•____-�"�--__ -- --H�aLLaW Mr=TAL L ARLE;3 SEE WALLTYI*I�_ _ _ _. _. •1-•----_--_. �- '� wc.�c+D$EkL _ ' „Y.,,_....-,..-- AT SiNtlLAr;4�dDtTKdN -- --- •--- ,_ ! f --..__ _ -MATCH EMSTING WINDOW SYSTEM ©cD o1 -01WEATHER STTdMiG _« I x 11 WOOD T" 13lw'YCOID 13't'i'$Uht4 AtALP_F d D .,___INTERIOR FINISH T1dTtI-SHOLl,D STET IN PED OF ° `( ' -----ACOU8TABATT 1X x WWW 11W GLA NG . � � -----•%,-AAT AND SACK ER RO17 WHERE Ofivm vxlcFRAFAF YQUD TRIM,PAINT l x , _ - -- _ , 6 WCK)L1 TRW SILL PAN FLASHING wrl'H END DAMS _ li 1 , . y3,x 6 aW'OCAID \\ � :1 ACt�p. w_ � . -FLEX:l3L.E FLAG =, SHPA AS REQ.4IfFt1E:� � f;. � �`,...__ ---!f iN�+ >.. `4 � •. Y i �I $ILL APRON UNDER SILK PIAN el l ' 1 { 1' -� ,/- � ACOUST'WAt.BATT INSU t G �- 1 F t�1.1.fiE trhi FLASHING kI+ID FLEXIBLE i •'WHE:4'GE':OccilRa I °• � � �'`� y � FLIM. __`D ROLLI lI '' -F -I � i _ _ y ` 13'- ! I• -i ( k' '` ` LFAL.IW' JOB No: 0000730 _ _ e' �•. w, E__, d C7 _,.� i � 1 �� � rte♦ ,, SF y,}`�'IAI.t,..Tk?AFCi� , y�/Q�IIr2'TRIMi --rl � ,'.►' I _- .-- r� _I�Jf11F�R14IA a� yi IDATE: 1 r _ • _.._ , WUCDtaQ c3aLiP FN.L»iSR.It)ihll ..=' �, f ._. °^,, x 6 SI m)L 6 SIU.PLATT" �S* W'�ATHER BARRIER i � + .»wWr- _ GI ALVANIZED ='I' F i94ATf _ _€al Y WrUf1tD:$HI r�4T'S IiNG - ti t ✓, 1 AK AI � .Al1RtL./1� _ uUt�I E �iy��w�+ h,,pyMme,, .�/Ty `/} '`•y� SIONE LLr1E'LWMl� CTL1pd17►3Tlt1N `�. tt P ! VWI MI7 �,/ `t I �. �.,,�• it r i$yi Ilk / 7 ��� 6 141104" Y VM,nor , .� � � Ial�a��sIMUu.T�a I . • I . . . e , TAIL e EXTERIOR DOOR .�HRESl~ �D � id D�`�',�I�rr � ���D JAMB SI P! W _ _ .._._ DETAIL SILL R , `:V -nw.w..,.rr.wr,_ww_.,r. »,......,n•--.• ___.,.n.wr_-...r.,r.,-,.w..w,...,,...v_ wTr1! �•s!•#w"y 1uw►- . : DETAIL L s w s9df11L,;E, 3" 1•W ,. . • �.�'� 13CJAIwslw 3" F 1�" -. , ,s ... Sf" 1'-0F' ".,. q ,. 1'11'Y� • 4' a . 8i°•0" AND DE '- :: . -: - :. •. .. :. _.,. :.- y. ,. ..: r. ,..,. .. i .,.. ..' "-...:. `:,.. .. .. - .. ., ..1.-,'_ .... {. „ AA J7 { 4so :w,wi/Iq�• 1 * 4 C 7-rm 7717 .7 T7rll' , 7111 1k1 4..fs 6z K, i is 9r, 61 +91 41 91 9T tT w ',f. { :Y .. ... . .. - .. - ... 11+ 9nR'I►n'�tlTlVter'PPI �R11k M4*r+t�e.'rr";"..... 1 11.11 r:..... . .. . . . , 11 .11 , .. 11..11 . . ,; , ; . ... • , , i {: llII yy 4 p - r _ rel '•Y�I Jg4 •1'A • rA Y L; !`n. � r.t .P f '""'a."r.�.ar!iifWPtlt:•4S11F uYi!iW Iic1(•.tii1Y',..— �-�i �.�. 2i3�i.. NW44.:✓t+�ieW.YfrYJl -'"i1"•ilrlil/fWl ` ;.. ,_-•^._._ter.-^_...:c.�,:r•z-J. ....�....._.,r.:., u,,,,,,,,,.r....::...>....1..ww..r....'.Iwc"ueyurvrMumauatx�-Ws.. -' diM ,.+rrfr+.aYwrw�r�_�-_....�..::..w.w�...:.... .IL,e"r�=-_rrouuam.,+w•L�RL+YMw.lt�........._..r.. - i ryj r 1 ' MY' HRE • GiR u ` GENERAL REQUIREMENTS .�,,,,.•q . StD P DRAWING ` V Vhf: Review b the Are sneer is for gene c;crn dance Maid and cure 3 cylinders for 28 day test age. Test one at 7 days and 2 at � ,�� --- __�__ __ _ Y 9 P 28 days. GOVERNING CODE: The "International Building Code", 2003 Edition, as adopted send with the design concept and the contract documents. Markings or comments shall not be SSS INSi'ECTION: The Soils Engineer Building Official shall inspect all prepared soil modified by the City of Tigard shall govern design and construction. construed as relieving the c6ritractor from compliance with the projec.-t plans and specifica- bearing surfaces p, %r to placement of concrete and reinforcing steel and verify that soils Ag1k0_M: Strep th is satisfarctor if: bores, nor departures there from. The contractor remains responsible for details and accu- are adequate to support the "Allovl able Foundation Prpsssuro" shown below, 9 y PRS REFERENCE STANDARDS- Reference to ASI11N and other standards incorporate theses recy; for confirming and correlating all quantities and dirrreelrrciuras; for aaelectirtig fabrication (>;) The averages of ail sets of 3 consecutive tests equal or exceed the specified ` , N standards into the contract as though included in their entirety. Reference to a specific Processes; for techniques of assembly; and for performing worts in a assure manner. E-SiGN SOIL V.ALt.,,IS,;: strength. ' �''6 � Section does not relieve the contractor from compliance with the entire standard. The lat•- When shop drawings differ from ur add tothe requiremerrts of the structural drawings, they ��'j.' est edition of the standard shall be used unless a specific date is indicated. shall be designed and stamped by a Specialty Structural Engineer (SSE). Refer to C#E- Allowablo Foundation Pressure Assumed 1500 P.SF (2) No individual Mrs below the specified strength by more than 500 psi. SIGN BY OTHERS bek)w. Passive Lateral Pressure 200 PSF/FT CONCRETE REINFORCEMENT DEFINITIONS: The follows detini=y1•:�ns cover the means ( )s of certain terms used in Active Lateral Pressure Actives Lateral Pressure (restrained) 50 PSF/FT unrestrained 35 PSF/FT ' these notes: DESIGN BY OTHERS: oa- ' : Coefficient of Sliding Friction 0,35 REFR.E.NE S ANQAF S_': Conform to: �. "Architect/Engineer" - 'The Architect and the Engineer-of-Record. SO S: All pre-Engineers-d, prefabricated, manufactured; of other products designed (1) `ACI 301-99 "Standard Specifications for Stru�cWiai Concrete", Section 3 EXPNE&— by Reinforcement and Reinforcement Supports'". "Prepared by a Specialty Structural Engineer" - Prepared by or under the direct su- quakeloadsMiers shall n applicable. Live, wind and ned for the tributary dead arthquake loads are shown below.us wind and aTo- Assumed values shall los rocks verified 1:�� the Buikisrx� Official prior to placing concrete. (2) ACI SP-66 "ACI Detailing Manual" including ACI 315--99 "Details and Detailing of Concrete Reinforrerlenr. dervision of a Specialty Structural Engineer (SSE) with a structural license Issued tal design dead loads are shrewd below. Design shall conform to the "cifications, FOOTING DEPTH: Exterior perimeter footings shail beer not less than 18 inches below � ©"'W'A°"°W^AD�3 (3) CRSi MSP-1 "Manual of Standard Practice". ,,,I,. �»"w AM ,,,e by the State of Oregon. Submittals shall be stamped and signed by the SSE. reference standards and gcrvernir y Cade. finish greeds, or by the geotechnical engineer erre the building official. interior footings (4) ANSL+AWS D1.4 "Structural VNekti Code - Reinfcn;i Steel". L M PATCHow W. mmofflk shall bear not less than 11 inches below finish floor. 5 IBC C.'ha ter 19, "Submit for review" - Submit to the Architect/Engineer for review prior to fab- Roof Dead Load 15 PSF ( ) p "Concrete". or e rication or construction. Top Chord 12 PSF CAST4M:ELACE C (6) AC 1318-02 and 131318R-02. Bcttam Chord 8 PSF NOTE PRIORiTlES: Notes on the individual drawings govern over, notes on this sheet. Floor Dead Load 50 PSF REFERENCE STANDARDS: Conform to: SUBMITTALS:drawings ra in Conform to ACI 301 Sec 3.1.1 "Submittals, data ark erg, nt of r. Submit Total Deflection Limit See DESIGN REQUIREMENT., - placing drawings showing fabrication dimensions and locations for plact�rrent of reinforce- Total Refer to the specifications for information in addition to that contained Live Load Deflection Limit See DESIGN REQUIREMENTS meat and reinforcement supports. Truss U (1) ACI 13C 1-y9 "Specifications for Straectura l Concrete". •• in these notes and the structural drawings. Uplift Load (Net) 5 PSF ;2) IBC Ch %pier 19 "Concrete". MATERIALS: I STRUCTURAL DETAILS: The structural drawings are intended to show the general char- DEFERRED SUBMITTALS: Items designed by other shall include calculations, design FiELD REFERENCE: Keep in contractor's field office a copy ofACi Field Reference man- Reinforcing Bars ASTM A615, Grade 60, deformed tars. aster and extent of the project. They are riot intended to show all details of the work. De- drawings, p!rodv_-t data and shop drawings. Dasign shall be prepared by a Specialty ual, SP-15(99), "Standard Specifications for Structural Concrete (ACi 301) with Selected Bar Supports CRSI MSP-1 Chapter 3 "Bar Su " tails noted ,typicar, apply to similar work throughout the project unksss noted separately. Stnrrctural Engineer and submitted to the Ar'chitectlEngineer for review. These ele- ACI and ASTM Reeferences". Tie Wire 16.5 a e or heavier, black annealed. � ments include but are wt limited to: 9 9 ARCHITECTURAL DRAW!NGS: Refer to the archiro�tural drawings for information in- CONCRETEMD(TURES: Conform toAC1301 Seco "Concrete Mixtures". cluding, but not limited, to: dimensions, elevations, slopes, door and window openings. Ergwr ineed Wood Products SFA ,whin Iraremrp Prefabricated Wood Trusses non-bearing walls, curtain walls, stairs, eletmtors, curbs, drains, depressions, railings, vra- MATERIALS: Conform to AG Sec 4.2.1 "MatRrials" for r " ". STRUCTURAL I CIVIL I IANC UM ��.._._,., requirements for ce3mentitious FABRICATION: Conform to k.rl 3Q1, Sec 3.2.2. 'Fabrication , and ACI SP-66 "ACI De- terproofing, finishes and other nonstrLkaural items. materials, aggregates, mixing water and admixtures. tailing Manual". 9020 SWWashen0on8quaweDr, REVIEW. Review of the Specialty Structure{ Engineer's (SSE) design and.shop draw- PoMmd.OMW 9nn STRUCTURAL RESPONSIBILITIES: The structural engineer is responsible for the ings is for compliance with design criteria and compatibility with the design of the pri- , p:ser. 641.831l r: 501M. P mary structure and does not relieve the SSE of responsibility for that design. SUBSS M11 TALS: Provide all submittals required by AG 1301 Sec 4.1.2. Submit mix designs WELDING: Barg shall not be welded unless authorized. When authorized, conform to ww shdW9ngmup,can strength and stability of the primary structure in its completed form. for each mix in the table below. ACI 301, Sec x.2.2.2. "Welding" and provide ASTM A706, grade 60 reinforcement. CONTRACTOR RESPONSIBILITIES: The contractor is responsible cethe means and SPECIAL INSPECTION PROGRAM TABLE OF MDC DESIGN REQUIREMENTS PLACING: Conform to AC1301 , Sec 3.3.2 "Plan acne of . Placing tolerances shall conform metfeods of construction and all job related safety standards (i e. OSHA). He is resporisi- to SC Sec 1907.5.2, "Tolerances." ble for the strength and stability of the structure during construction. He shall provide tem- INSPECTIONS: All construction is subject to inspection by tho SuiNing Official in accor Mernber Type/Location Strength Max Max Air ora shoring, brad and other elements required to maintain stability urn�l the structure dances with IBC Sec 109. The contractor shah coordinate all P rY n9 y required inspections with the Test Age Aggr. W/C Cont. CONCRETE COVER: Conform to the following cover requirements4rom IBC Table P����T is complete. It is the contractor's responsibility to be familiar with the work "equired in the Building Official. (psi)��,�Da � h� Ratio (%} � 1907.7.1 and AC1301, Table 3.3.2.3: construction documents and the requirements for e:ecuuling it properly. The contractor ..�._ ._ _. SST shall at his discretion employ an Oregon State rogistered structural eng!rw.r for design of SPECIAL INSPECTIONS: In addition to the inspections required by IRC Sec 109, tile Foundations 3000 28 1 — --- Concrete cast against earth 3" temporary bracing and shoring. owner or architect shall employ special inspectors to provide special impections during Concrete exposed to earth or weather 2" construction as summarised in the following table. The contractor shall provide sufficient Slabs-on-Grads & Sidewalks T DISCREPANCIES: In case of discrepancies between the specifications, reference sfan- notice and access for the special inspector to perform these tpeclial inspections. Exterior 3000 28 1 0.45 5 dards and the governing code, the Architect/Engineer will determine which shall govern. Interior 3000 28 1 0.50 --- SPLICES: Conform to ACI 301, Sec 3.3.2.7. Refer to "Lap Splice Schedule" for typical Discrepancies shall be brought to the attention of the Arc:hitectlEngineer before proceed- ESTABLISHED PER 2003 IBC CNotes: Splices. Splices shown on individual sheets control over the schedule. Use Class B ' ing with the work. 1) items with an"X" shall be inspected in accordance with IBC Chapter 17 by a qwh- slices unless noted. Mechanical connections may Y be used when approved by the Engi- SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the Fred special inspector. Mix Design Notes: neer. vERIFICATION ANLL WSPEGTIO•w CONTIN OUS PERIODIC site. Conflicts between the drawings and actual site conditions shall be brought to the at- (1) WIC Ratir.�: Waster-cemantitious material ratios shall be based on the total FIELD BENDING: Lonfrorm to AC! 301 Sec 3.3.2.8. "Field Bending or Straightening". Bar lepton of the Architect/Engineer before proceeding with flip work. CONCRETE weight of`Pmentitious materials. Ratios not shown in the table above are con- sizes #3 through #5 may be field bent void the first time. Other bars require preheating. toiled by strength requirements no not twist ban-. CONSTRUCTION LOADS: Loads on the structure during, construction shall not exceed 1)Vedfication of Mix Design X the design loads as noted in DESIGN REQUIREMENTS below or the capacity of partiagy -- - (2) Cementitious XContent WOOD RAIyII9�lG DURHAM PAPA construction. 2)Preparabon of Test Specimens _ a) The use of fly ash, other pozzola ns, silica fumes, or slay shaft conform to ACI APARTMENTS 3)Placement of Reinforcement '` 301 Sec 4.2.2.8.b. REFERENCE STANDARDS: Conform to: CLUBHOUSE REMO ALTERNATES. Alternates for specified iiems may be submitted to the Architect/Engineer b For concrete used in elevated floors, pordand cement cLntent shall conform for review. 4)C;orrcrr:,te Placement X ) � -_ to ACI 301 Sec 4.2.2.1. Acceptance of lowor cement content is contingent (1) TSC Chapter 23 "WOOF)". SOB'S on providing supporting data to the Architect/Ergirreer for review and accep- (2) NDS -2001 and NDS Supplement -2001 "National Design Specification for QUALITY ASSURANCE PLAN 1) Site Preparation for and During Placementand X ^ tance. Wood Construction'*. 4 ISMK: Compaction of Structu aI FIN Material >12` Deep SEETS I /W;ND FORCE RESISTING SYSTEM: This structure utilizes a light frame wood --- --- ---- (3) Air Content: Conforri. to ACI 301 See 4.2.2.4. Horizontal exterior surfaces in SCJ JA!S: Submit shop drawings to the ArchitecVEngineer for rezriew. Shop draw- 1s1oo 108TH AVrrN I shearwarll system. The lateral forces are transferred to the wood shearwatls through h a 2) Verification of In-Place Dry Density of Ccsnpacted uq X contact with the soil require entrained air. Use."moderate exposure". Vertical ings shall include member size, spacing, camber, material type, grade, shop and field as- TIGARD,ORE flexible wood diaphragm. Structural Fill Per Approved Soils Report exterior surfaces require "moderate exposure". Tolerance is * 1 1/2%. Air con- sembly detaiis and connections, types and location of bolts, welds and other fasteetir's. 97224 - SPECIA1. INSPECTION ANDD TESTING: Note the Special Inspection Program for the seat shall be measured at point of placement. Supply shop drawings tar the foVowing: special inspection requirements, including type and frequency of inspecticn and required 2) Continuous special inspection means that it s spescial inspector is on site at all Ghulam reports. Note they applicable material section of the General Notes for the testing require- times observing the work requiting special inspeic ion. Periodic special inspection (4) Slump: Conform to ACI 301 Sec 4.2.2.2. Slump shah be determined at point of ments, including type and frequency of testing and required reports. means that the special ire ectr,,is on site at time intervals necessa to confirm P � placement, DEFERRED SUBMITTALS: Submit product data and proof of ICBO approval for framing � ! that file work requiring special if..ip c ion is in compliance. memb!em and fasteners that have been designed by others. Submit calculations prepared STRUCTURAL OBSERVATIONS: Structural observations are required where specifically 3) Anydiscrepancies found during special inspection shall be broughtto the immedi- (?) Shrinkage Limit: Concrete used in elevated slabs and beams shall have a by a Professional Engineer in the state of Oregon for all members and connections de- specified bythe design professional and/or when reequirnd by the building official. ate attention of the contractor for correction. If discrepancies are riot correOed, no- shrinkage limit of.045% at 28 days measured in aceardarrce with ASTM C'i57. signed by others. All necessary lz.idgtng, blocking, blocking pared and web stiffeners tif<,,the building official and Architect/Er�ir�eer. shall be detailed and furnished by the manufacturer. Permanent and temporary bridging WIND DETAILED REQUIREMENTS: Reference the general notes and detail sheets for 4) Prefabricated construction special inspections are rot required where the work is (6) Chloride Content: Conform to AC 1301 Sec 4.2.2.6 . shall be detailed led in c furnis ed b with the manufacturer's specifications.nentnd poraefion limits required information. done on the remises of a fabricator p registered and approved to perform such work shrill be as nlote''d under DESIGN REQUIREMENTS Section Products included are: wifhout special inspection. FORMWORK: Conform to ACI 301 Sec 2 "Formwork and Form Accessories". Removal (1) Roof cladding dote roof framing connections. of Forms shall conform toSac 2.3.2 except strength indicated in Sec 2.3.2.5 shall be 0.75 Me!Al plate connerted mof truss (2) Wall connection to roof and floor diaphragms and framing. INSPECTION SUBMITTALS, The special inspector shall submit copies of all special in- es: Shap drawings shall provide far shapes, bearing (3) Roof and floor diaphragm systems, including colleraors, drag struts and boundary spee•tion reports to the Archi ectlEngineer for review. fc. poirrtss, intersections, hips, valleys, etc., shown on the drawings. Special hip, galley elements. and intersection areas (step dowry trusses, jack trusses and girder trusses) shall be de- hIiEASURING, M_ DOING tQ CiE-LIVERY: Conform t!o AC 1301 Sec 4.3. termined by the manufacturer unless specifically indicated on the plans. Provide all (4) All v!erticsl windforcas-resisting systems. STf�UCIU�RAL OBSERVATION. The owner shall employ the engineer responsible for � truss-lo-truss and truss-lo-support caonnection detests and required connection ma:eri- (5) Wirxiforce-rrrsisting system connections to thy: foundation the structural design to perform a visual observation of the structural system for general HANI71_11�Jt; PLACING C!�N� TRUCTtNG ANS CURING. Conform too ACI 301 Sec 5. rills. Provide all soder truss reae::;nres on shop drawings.) conformance to the approved construction documents. The contractor shall coordinate g P ) CONTRACTOR RESPONSIBILITY: Each contrnctor responsible for the construction of with the Architteeet/liingineer to schedule for structural observation at significant� construe- CO STFUC�I N the 9eismic/wind-forcesystem, desigle,,gted sesismicfwind system or component tion stages and of completion of the strulctuml system. • ''I � "�N_J : Conform to ACI 301 Sees. 2.2.2.5, 5.1.2.3a, 5.2.2.1 and REVISIONS lis5.3.2.6. Joints shall be located and detailed as on the construction drawings. Use of an listed in the quality assurance plan shall submit as writlten contractor's statement of respon acceptable adhesive, surface retarder, portland cement grout or roughening the surface is sibility to the building official and to they owner prior to the commencement of work on the DESIGIV RF QUIR MENTS not required unless specifically noted on the drawings. system and component. The contractor's statement of responsibility shah include the fol- lowing: DEEWt4 t-IVE!QQDS: EMBEDDED REAS: Position and secure in place expansioo join materiol, archom .and a other st tactclral and non-etrWuml emboddeed items belbre placing in concrete. Contractor ned in the Qual- Roof(snow) 25 PSF (1) (1) Acknowledgement of awareness of the special requirements Contaishall refear to mecl�rnical, electrical, plumbing, architectural drawings and. ­.00rdinate for w ityAssuiarece Plan. Offices 50 PSF (3) other embedded it;rma. (2) Acknowledgment ti�at cortrol will be exercised to obtain conformance with the con- HAI-'TER 17Ressidesritial 40 PSF struction documents approved by the building official. (3) Proceduresfor exercising control within the contractor's organization, the method GROUT: 0'se 7000 psi no"twink grout for column base pIotsa and frequency of reporting and ;iistribution of reports. (1) Designed for drifling sir w r,n acro rdanceOth IBC Chapter 1.6. P H ILIKAQE: Concrete slabs will continue to shrink after initial placement of concrete. Pat: EJP -a (4) Identification and qualification of the persons) exercising such control and their po- (2) Stair breads desigr"d for 3000 cc,nwnttrltlsd bad pleced to produce maxi- Contres,tor and subcontractor sigh coordinate jointing and interior material finishes to pito- sition(s) in the organization. rnum stress. vide adequate toleranc* for expected structm al frame s' 0*agae and shall include, but #Trot Je3a No: 06-162 (3) 01111cr live lording shall Include an additional 20 pcf partition lone irV. b� limited to: curtain wag, d t, storefront, skylight acrd c li , stip ers. Contact E r DATE: 12.08.0E SUpM,I[AA neer for sxpect>ed range of std age, po - FILE: D L�C'iiUUNS: �'ot�rl Load t.�esfle�on Limit L1240 ^ I U MITTALS: Submittals for shop drawings, mill assts, product dabs, etc. for itt&= deal- Live Load Deftctlon Limit 1.1360 signed by the Engineer of Record Phnaell be roads to the Architra Engineer prior to con- shvchon. The contractor shall review the submittal baflore forwarding to the Alrctribct, soots AND FOUNDATION$ tuft: Obtain samples and conduct tests in accordance with ACI 301 Sec 1.6.4.2. SubmitMis shah be roads in time to provide a two-week review period for the Archtisd/ Additional sample's may be requires; iu obtair. concrete strengths at alMniate irlervals � Engineer. Submittals rbquired for each Sectlon of these n011011 ars speciii!ed in that Soo. � . N " tion ELf�INCE 3TA[�ARD�� Conform to �C Chapter 18 Soils b, Fourxfatisarrs. t*�rn shown below. �. "test"for aecc!aptanre is the averegs! strength sof the two cyNrster>a tes*d at the spWflod test ager. GENERA NOTES 7T "T 7,w"T, : 3 i-' ., , ' -. y ted• , ', .. �-rp. '1 fW..%1 f 4 ,1' M Jam.. f i. 'Y y � i a•' :,.. ....r. I:'I�t �,V y:ASSK,R S rt �{Y•�u f .,r,. 7 r I,. I r 1 i... _ '-... . ... -:.— .�.....r..,IxY.. ___._� �•.. •IDL t �_— _ _— _ — - —— - _ -- — ,�,,... ... ... ...,._ f,,_.z-ten. ..,.�.,,.,Fw•.!r.•r�+ .�, , !f,�l0�l.ri,. .. .. �'a•.r'iRRR'*'. �"IRy+"'Rrne..rt.R*_ ,.1pC,�S'�' i. y . i e v� , 0161 f _,_, "•-.. ........w..ws.:.....w..,...r ww+w".u.w.r..rwwr'w.nWWM .. .. - ..vWdW4W7�.Wbw....r...�KIL+v.i.�a.rrtlatW�Y�YI —y— -------------- KIYHRE - CROU � r 1 r a A l t a o l a IDENTIF IrATIO14: All sawn lumber and re-manufactured wood roducts shall be identi- Unless noted otrerwise, p p plywood roof arra floor sheathing shalt be did up with t�Irr� fieri by the grade mark or a certificate of inspection issued by the cer4if1f;V agency. grain perpendicular to suppoils and glued/Trailed with tad and 10d naft, respectively, at 6'0,(,,, to framed parial edges aril 12' O.C. to intermediate framing sulI)ports, Pro%Ade r. MATERIALS: plywood edge clips centered between framing at unblocked roof sheralthira edges. All floor sheathing shall have tongue and groove joints or be supported by solid blocking. �� Sawn Lumber: Conform to grading rules of WWPA, WCLE4 or II+LGA. Allow 118" spacing at all pard edges and ends of roof and floor sheartNng. At blocked \fit` roof and floor diaphragms, provide glued/railing and blocking at all unframed parcel Member Use Size _ Species Grade Y edges. Refer to plans for the required glued/nailir'>.i and blocking at blocked dia- � s Light Framing 2x4, 4x4 Doug-Fir Larch Standard phrases. DRAWING LEGEND & ABBREVIATIONS Joists & Planks 2M -2 :12 Doug-Fir Larch No. 2 _'_ Beams & Stria 4x8 -6x12 Dt� -Fir Larch No. 2 MOISTURE C NTE T: TNood rrtateTia! used far this ro Ict shall have a mIa>amurn mein- MARK DESCRIPTION MARK ' ----- p' DESCRIPTION � �� t Posts R Timbers 5x5 -8x8 Doug-Fir Larch No. 2 ture content of 19%. Refer to TESTING & INSPECTIONS for ttw verification of these lino- F0011NG SYMBOL REFER � its. The maximum moisture contort required maw be less ltv�rn 1�1% if haste i nn a Rarti�tr_ A ( SPREAD F'0011NG O SCHEDULE) ' INDICATES TUBE STEEL COLUMN E &_ , Glajed Laminated Timber (.,vnform to AITC 117-03 "Standard Specifications 1�►r lar claddirglr'�surarYic�rr system. Refer to the Arrhitett's drawings and/or project specifics- _ Structural Glue-laminated Timber of Softwood Species, Manufacturing and Design" tions for mere restrictive requirements. �.-�, PRECAST CONCRETE WALL CONNECTION SYMBOL. and ANSI/AITC A190.1-92 "Structural O'susd Laminated "Timber". Camber all glu- U (REFER CONNECTION QEr,�L) O INDICATES TUBE STEF_l. COLUMN BELOW tarn beams to 2000' radius, Mess shown otherwise on the plans. PRESERVATAfE TREATMENT: Wood materials required to be "treated wood" in aecor- -- --- munwa onowAw-maevre dance, with IBC :pec 2304.11. "Protection Against Decay ,and Termites" suit rx)nform to /�. SHEMWALL SYMBOL (REFER WAl�1_ SkEARWRLL -� v _r� �oftwim"s *M TM m'f Member Use Sizes Species — Comb. Symbol Uses the appropriate standards of the American Wood-Preservers Association (AWPA) for �A� SCHEDULE) m INDICATES WOOD POST/COLUMN �"*'�°°'�" .�„ Beams All DF/DF 24F-V4 Simple Spans sawn lumber, glued laminated timber, round poles, woad piles anti marine pi=es. Folinw All OF/DF 24F -V8 Cant. Spans American Lumber Standards Committee (ALSC) quality affistirance procedures. Products HOLDOWN SYGIBOL (REFER WALL 9JEARINALL Columrs All DF L2 Prost-Truss Member shalt bear the appropriate mark. SCHEME) INDICATES WOOD P0ST/COL1JMN BELOW Metal Plate Connected Wood hoof Trusses: Conform to 18C Sec 2303.4 Metal- REVISION TRIANGLE INDICES GLULAM POST/COLUMN Plate--Connected Trusses". n PRECAST CONCRETE WALL PANEL NUMBER Wood Structural Panels Plywood/Sheathing: Wood structural paneis include: all L' ; (REFER WkL ELWATIONS) o INDICATES STEEL PIPE COLUMN F veneer plywood, oriented strand board, wa%rboard, particleboard, and composites of veneer and wood basad material. Conform to IBC Sec 2303.14 "Wood Struc- Ot MASONRY WALL REINFORCING SYMBOL (REFER 1... tura) Panels" based on Product Standard PS 1-95 and PS 2-92 of the U.S. Dept of TO MASONRY WAL1_ REINFORCING SCHEDULE) � INDICATES CONCRETE COLUMN Commerce. ---- DRAG STRUT WELD LENGTH (REFEk TO TYPICAL. -- -- �- Mitpmum ANA Rating 8" DETAIL) �' INDICATES MOMENT FRAME CONNECTION SFA ��. - n� _ INDICATES NUMIBER OF S1',ID RAIL REQUIRED STRUCS'M I CML I LAND USE PLAN Location Thickness Span Rath Parcel Grade Exposure Roof 15/32" 32/16 C-D SR AT COLUMN (REFER TO S%4) RAIL SCHE:.DULE IiNDiCATES WOOD �OR METAL STUD WALL 11020 SW Wnh nsquare or,Sub 1 OR DETAIL S�_ w,+�rar d,Q� gi"m Roof 19/32" 40/20 r;-D 1 ------ -__-- p:5U641M11 f: W3.eaa.79M 1 ROOF/FLOOR PHRAGU NAILINt; SYMBOL wwrratad8WFgMUPZW1 Floor 1-1/8" T8G 48 O.C. r_FLOOR DU Floor 23!32" TBG 24 O.C. -FLOOD (REFER TO DIAPHRAGM NAILING SL4EDULE) 17� INDICATES !MASONRY WALL � ,- 1 Walls 15/32" 32/16 .� 1 STEEL COLUMN SYMBOL. (REFER TO STEEL_ - I Walls 7/16"OSB 24/16 �:-D C1 COLUMN SCHEDULE) INDICATES CONCRETE/PRECAST CONCRETE WALL T slAe PERMIT Unless noted otherwise on drawings, install panels with long dimensicn across sup- ELEVATION SYM'r301 (T/ REFERS TO _ ports and with panel continuous over two or more spans. End joints shall occur 1'-U" COMPONENT WBOTWf THE REFERS REFERS TO` INDICATES WOOD/CONCRETE SHEARWALL over supports. SET ��� STUD BUBBLE (INDICATES NUMBER OF STUDS - - lJ-��J _= INDICATES BEARING WALL BELOW Timber Connectors: Shall be "Strang 'f@" by Simpson Company as specd in REQUIRE IF NUMBER EXCEEDS (2)) their latest catalog and shall be called out by letter and number. Alternate connec- tors by other manufacturers may be substituted provided they have !CBO approval --� � __ --.INDICATES STEP IN FOOTING (REFER TO INDICATES NON-STRUCTURAI/ ' for equivalent or greater load capacities. Connectors shall be installed per the Tt'r=Ii;AL STEP IN FOOTING DETAIL] WALLI manufacturer's instructions. Where connector straps connect two members, place DETAILS OR SECTION G1JT (DETAIL one-half of the nails or bolts in each member. Provide washers under the 'heads X/SX.X NUMBER/SHEET NUMBER) r —�--r INDICATES EXISTING WALL and nuts of all bolts arui lag screws bearing on wood. Unless noted otherwise, all nails shall be common. s DETAILS OR SECTit7N CUT IN PIAN VIEW sm (DETAIL NUMOER/SHEET NUMBER) POST-TENs1oh ITFADEND (PLAN) Wood Fasteners: Conform to IBC Sac 2304.9 "Connections and Fasteners". Unless noted otherwise, all Trails shah be common. Nail suras specified on the X SX.X INDICATES LOCATION OF CONCRETE SlJE;ARWALOR B�,� r�'iRAME ELEVATIONS }-� POST-TENSION STRESSING END (PLAN) drawings are based on the following specifications: - - SPAN INDICATOR (INDICATES EXTENTS OF Sita Length Diameter 's FRAMING MEMBERS OR OTHER STRUCTURAL ---�--� POST-TENSION PROFILE (PLAN) DURHAM PARK 6d 2" 0.113' 1 COMPONENT'S) APARTMENTS - - - CLUBHOUSE ' s 8d �-1/2" 0.13 r" REMOD (rL �--� I INDICATES DIRECTION OF DECK SPAN INTERMEDIATE STRESSING. ,AN) ; 10d 3" 0.14$'12d INTERMEDA f 3-1/4" 0.148" --r - —- 16d 3-1/2" 0.162" ' INDICATES WIDE FLANGE COLUMN 1777 INDICATES STEP IN SLAB/FRAMING Artemate naiis may be used subiect to reme,,, and approval by the Structural Engineer. Substitution -- -- ------- of staples for the nailing of rated sheathing is subject to reVew by the structural engineer prior to 7TT 18100 108TH AVENLr[ construction. INDICATES WiDE FLANGE COLUMN BELOW �j INDICATES CHANGE IN SLOPE TIGARD, OREGON Laaa� lts�F3 Ba . olts: Conform to ASTnA A307-00 and IBC sec 2304.9. 9722.4ABBREVIATIONSWood Tie=Dawn�yst�ms: As manufactured and installed by Simpson Anchor tie- PLATE R Down System, Inc, or equivalent system, ADOL ADDITIONAL FB FLUSH BEMALT ALTERNATE FON FOUNDATION PEN PEN 1 FTRA iON FLOOR PP PARTIAL PENETRATION FTR NAILING REQUIREMENTS: Provide minimunailing in accordance with SC Ta~ble ARCH ARCHITECTURAL-ASPH ASPHALT FT FEEL PRE-MANOR PRE-MANUFACTUP,ED 2304.9.1 *Fastening Schedule" except as noted on the drawings. Nailing for roofffloor B/ BOTTOM If FTG FOOTING PSF POUNDS PER SQUARE diapftgms/shear walls shall be per drawings. Naihs shall be driven flush and shall Mt BMU BRICK MASONRY UNIT F/ FACE OF FOOT fracture the surface of sheathing. BLDG BUILDING GA GAGE PSI POUNDS PER SQUARE C CAMBER GALV GALVANIZED INCH --�--- -- STANDARD STUD CONST-RUC CANT CANTILEVL:R 1� GL GLULAM PSL PARALLEL STRAND . �.. PION: Unless noted on the plans, construction shall can- form CJ CONSTRUCTION OR GW8 GYPSUM WALL BOARD LUMBER v toI to BC Sec 2308 'Conventional LigFt-Frame Comstruetion". CONTROL JOINT GYP GYPSUM PT PRESSURE TREATED + (1) Waq Framing: Unless noted athe►rrarise all ic+Earior walls shall be 2x4 @16" O.C. All CENTERLINE HD NOT DIPPED R RADIUS CLR CLEAR HF HEM-AR REF REFERENCE: !exterior wall shall be 2x6 @ 16" O.C. (Provider two studs minimum at the and of all CMU COKRETE MASONRY i O RIZ HORIZONTAL N,EINF REINFORCK; walls and at each side of all opertincgs. All exterior wall headers to be 6x8 UNO. All UNIT 18C INTERNATIOML REQ'D REQUREu interior wall headers to he 44 UNO. Provide solid bi©ckirrg, through floors, to supports COL COLUMN Bt IU)ING CODE RET RETAINING below, at all wood column locations, Attach the lower plates of ail stud walls to wood CONC CONCRETE IN INCH SCHED SCHEDULE framing below with 16d at 12' U.G. or boltKd to corrcreke with 5/8° diameter A307 an- CONN CONNECTION INT INTERIOR SIM SiMILAR REVISIONS4 chor bolts x 7` embedment CONT CONTINUOUS K5F' KIS PER SQUARE FOOT SIMP SIMPSO�d STRONG,-TIE"' �► 13" O.C, two aLrllci�E bolts minimum p®r sl,eararraU. CP COMPUTE PENETRATION llH LONG LCG HORI7.CTNTN_ COMPANY, (Epoxy or Expansion anchors are an accepted altaarrdit upon approval of file Struc-- C'BC1RE COMPUTE ltf LLV LONG LEG VERTICAL SPEC COMP 7C , INC.I N - tural Erlgim-wer.) Nait together individual members of bulk up posts with two, maws sof C�3INK COUNTM801K LSV LONLAMG TU STRTICAANI) SQ SPECIFI 16d @ 12" O.C. staggered. Refer to the plans And shearwall schedule fur rmgtaired DET DETAIL_ LUMrfFJR SF SQUARE FOOT i sheathing and r■iing. When not otherwise rooted, provide gypsum wallboard on irft-. DF! DRGP BEAM LVL. IP.WRATT',D NENER SS STAINLESS STEEL -� rior surfaces and plywood sheathing on exterior surfs(-eq. (Mall to all stats, top plates, DB_ DOUBLE LUMBLT? sm STANDARD _ bottom plates and block;rtg with 5d cooler nails for 10.f" GVM and 6d cxonler arils for DF I)OUGLlU i.IR MAX MAXIMUM STRUCT STRUCTURAL 5/8" GWB. For exterior gypsumRheoathing, use 11 gatrgo, 1-,314" long, 7/16" head, gal- it OR DIA DIAMETER MECH ME(MNICAL T/ TOP OF DN DOWN ME7Z MEZZANINE T&B TOP & BOTTOM voaniDad nails or equivalent screws. DP DEPTH MIWUJF M&4UFACLURkD T&G TONGUE do GROOVE , (2) Roof andsLr FbFrir ,�mg,: Provide double joists around all openings in roofs and DWG DRAWiNG MFR MANUFACTURER TYP 11rlckFA EACH MLN MINIMUM UNO UNLESS NOTE? boors. Unisss otherwise noted providedouble joists under aN parallel OR ELEV ELEVATION WSt MISCEIIlWEOUS OTHERWISE PM: EJP l bearlrrg parts- Hone. Provide solid blocking at all bearing points. Rehr b pl+arr *�,+d details for anti eh- "OB No"'-'52 r EQUIP f.JiJIF'MENT j NEW ViPT � JOB No: 08-1t52 mart of joists arxf rafters to Hush leaders and bealm�s. iVoil aoc rr...�-joislar together with NUMHER w/ wtTEl EQUIV E0I)IVr,LE'IT Nt; NOT TO SG.ALF W/0 WITHOUT DATE: 12.00.08 two rtiDWll< of 1 Sri � 12"oc. staggered. EW EACH WAY U(: ON CENTER IVP WORK POINT FILE: (E) EXISTING OPP STP 'CATS WWF WELDED WIRE FALOC, r� EXT EXTERIOR PAF POWDER ACTUATED A Ai E j EDGE OF FASiEftl°R t PLUS OR MINUS !! ■ GENERAL NOTES , err i AllARC I t t, 6-611 1 '101"I I'll ,01w 54rt,, . y. , f °�tP�} 8'i01,7Fi- "nP.{V"4°RIAVF'.kr�Pl .. .;,y _. ......... ......Ti'947'^".�i'!.R~cP'rP,zY"'f�':Ri;:; `. +R W' - •3'�.c... X97■■■■, ... ,�: _ �� Tw - .. "71 ,a. ...: �fYpilFilN4.r.4wwlau.:.a'Y.rr+r..luuwrrs,rM+.YtWI �. W.anM+osW:.+..)YtYY1W u'--Y.uYdWWL44.JbtY•`1/ �ILlii++fil�uiiiiiyfWl.W�Y�10Ylf�li�{111sY1MM194tf.t, ,'•.,:.._ IIYBj {� y��,. '��-ilk ! filiYIYY11ti::•••:•"'t•'-.��.•_�._-,ASti4'aai+bW. ;i ", MYHRE - GR0U \1 • r c h I t c f • (A �� me rW Tplu■..-L FFUA■307 .� 3'-0 5'-8" -- 26'-5~ _ u'',,0" �i ! .�. N' I I e; 9 gay i o � PasN 'CL POST w I 9- S. eAPPES.. 12- w,w onau► N Mtc"Twam POST - ! I (E) JOISTS THM DRAIWI e A" IM PIOpainy Y1! ; I Mriawolr ^MCM>rcrs AM AM co 1 _•I — —�---. , , I 7n dB R"psooumo iN 14V AAAW m 6' TN!CKENED SLAB I' I I I I OF MOM rF:cwv "ACHl7 W (1) J4 CONT 1YP I I !_ _.___ _._ ___� ; 1 ; F®UNDAJION AND SLAB PLAN NOTES: 18 SQx18"DPI ! 602 1- DIMENSIONS: VERWY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. COLUMNS AND SIMP HU612 MAX I l ( FOOTINGS ARE CENTERED ON GRID/STUD WALL, IYI ICAI ALL EXISTING DIM EA WAY 'IYP _�54.1� ' ENSIQNS SWILL BE FIELD U13 / ro _ I VERIFIED. ALL DIMENSIONS ARE TO INSIDE FACE OF CONCRETE, OUTSIDE FACE OF CONCRETE OR �� 0+ Iii , i I ( CENTERI INE OF GRID/STEEL. CONTINUOUS FOOTINGS ARE CENTERED UNDER WALLS/STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR COLUMNS TO BE CENTERED ON FOOTING OR WALL PIER, UNO. 4" CONC SLAB ON T——' - ---- -� -- - - --r-- 2_ TOP OF SLAB (T/SLAB) ELFVATION ASSUMED 0'-0"_ I GRADE E4 1i4 ® I I 3. REFERENCE MECHANICAL, RLU�r MNG, ELECTRICAL AND SPRINKLER DRAWINGS FOR ALL DUCTS, CHASES 18" OC EAiCF1 'INP;Y I (E) JOISTS 2x?2 AT , I AND PIPES. REFERENCE ARCHITECTURAL DRAWINGS FOR STAIR DETAILS AND GUARDRAILS. T16 OC �� � _3/4� APA RATED PLYWOOD I I 4. ALL WOOD EXPOSED TO CONCRE-TE, WEATHER 0 ' SIMP I ; SHEATHING &/ IW AT 6` P. WITHIN 6 OF FINISHED GRADE SHALL BE o HU212 - x OC AT BOUNDARIF,S AND I PRESSURE-TREATED. a 12" OC IN FIELD I 5. CONCRETE DIMENS,!ONS: CONTRACTOR SHALL LOCATE ALL DOOR OPENINGS ;N EXTERIOR FOUNDATION ���� ��V�' , I WA ANO VERIFY WITH ARCHITECT PRIOR TO PORING CONCRETE. CONTRACTOR TO COORDINATE SiRUCTl1RAI I CIVIL I LAND USE MAN i i I I M + I 9020 SW Wahbrgton Square Dr.,Sine G Posy I � 1COW `� i 6. » INDICATES WOOD POST/COLUMN p;s ea Oregon Naos _ _ _ _ 7. INDICATES 2x BEARING WALL_ ON CONCRETE FOOTING. EXTERIOR WALLS SHALL BE 2x6 STUDS AT y� 9ngroup.cvm ——_ r I -_— — to . I -- " 6x 12 -- - -_ - - - - - - __- -- - - - - - - - - - - - _ _ - 16" OC AND INTERIOR WALiS SHALL BE 2x4 STUDS AT 16 OC TYP ONO. i , � - - 8. Y=- -t INDICATES NON-STRUCTURAL PARTITION WALL WALL TYPES AND ANM'O SIMP HU612 MAX `y-�'J I RAGE REQUIREMENTS PER I 4/S4.11 I I ARCHITECTURAL DRAWINGS. SECTION CUT -- DETAIL NUMBER/SHEET NUMBER_ PERMIT I I 6/S5.1 t I 9. �� L +0 i i�+� ,\�°° ^.b° I i X/SX.X I ` ` I 10. T/FINISH GRADE PER ARCHITECT, TYP. SET lL POST ('I I 1 i 11• FIEF ARCHITECTURAL DRAWINGS FOR FOUNDAl1ON VENT Si J, r- ZE h LOCATION, TYP. 18"SQx1B~DP 1 3 I I ` 12. REF ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN, TYP. � J FTG W/ (2) 1�4,,/ I� TYP .1 ( � 1 ! ' EA WAY TYP I LOCATIONS I X I I ALONG (E) I CONC WALL I ' 'w' ` WIT yy6" THICKENED SLAB _I 18" WI (1) �4 CONT 1 TIT � r cv 4 CONC SLAB ON I w GRADE W/ #4 18" OC EACH WAY I I I ( I f 7 S5.1 (E) JOISTS I I E JOISTSI -IL--- , / ! ( ) 2/S4.1 POST `� I 1 ► (E) SHEATHING DURHAM PARK I f CLUBHOUSAPARTE RETS � MOD l I • f 1 SIMP EP866 `� I ! I ! w I I AT 6x6 POST �o I fo I _ (E) JOISTS � (E) J00"TS U I TYP UNO - _ 16100 108TH AVENUE 1 1 3 �' POST —_ _. TIGA OREGON I � RD, ORE" I � I -- 1 9 ;i" fl I I ! I II I I I ■ II ! I I I I I f ;�. REVISIONS ' I � I I (E') SHEATHING_, I f I I S PM: EJP I rJOB No: 06-152 �J J GROUND FLOOR FRAMING PLAN SCALE: '/�"�1'-©~ DALE. 12.o8A8 E! I FILE: - I ■ GROUND FLQ , 0. FRAMING P I fi 1 n v 71TPR'^�.n'.W"t.• .,, ,, ,.i"' i S'' , + ',.•,. 1 r GIF .#.: aY :.5.1'� M,,;`;�• ,' ! • T.u.+«�tMr7Mi(I �..,,�. 1 -.., � -''.. ... ,', -a1, ,..,:, r _, -:'F:d,r Ike,+ .n,-.,1, r w,.,!l<• '., 1 Y e ! a 5w,k ,ty,t.f,��'„#_� ,*ya ,. : ;r,i:r.r I'y.."✓If�t-�, ti7 Y ','::. :,, .,.... ” f�`l' r- �''' ..,,.iq•, i, 'Ni tc z< :.:i'. ., �'?. d„fab���� W,.. jt�xh.xX r.G4,�c �f�i;ky.. t. •.•.,. .; 't'r.-.:, ;� '';; . �: s';' r JS 110111.0 a RAW , Y • 1 b 1. •i i .l .. , :.• , '. y; : ., _.. ., .. ri y,, t�..,..i +V. r IWl1. �,::. .'.1',:Y .. ”, , ., i , •. .._ - .,.'r.; ♦, ... ! Ali' , 1 . :.. -...-rr_- __—._- -. _. -�____-____`_s__- r�'Li. -._.. 4...u,W.a,Li91J.. _a.... s.:wr_ - _ _ _ _.__..._._ ...r._�_._._..__ a.a_....._a.,. - .-_ _..aY ..___...,«u..�_,..— .-4 ,..«_r.....__...�....._.J. ,__.�_-. ..._ -__-�4._.r_..u,._. -_.__.,�..._.x r.•..__ra.—_.�_._ .-._.�.�a._.�.s _- �_.. _, I Y ���_xy. ��,�M: .. ;4f,, a ;fi�'"�1� . _ "�"'^,•e�� _ -:r�� , . - �tlntr"FrAr�'I�"�k�nF AL" :d all 1 i e r . ,..,�,..:�w�filWii�lNkwo�Ya�+ 'wtW11Wf11ii�➢�fl�liliWlYYRe� '11�t1�WWY�' .�• ue ew���•rw�IlilY�daiY ,..�:— - - YIlillii7llKl�1'Wlii:ii�tti - . , .. . . .. .. ... wLw.wr•a�,y,urwnvlru0tr..rlWnrfJty iy1,�i�larWnMr .. r MYHRE • GR )F s / a h I l • c l gyp\\ 7oo ow 7qG.w..L am.bn i'*• +o. ■p J e aoi]os.soOP r ws.sM soo I PR • r '/2" APA RATED PLYWI)OD Sfy '�j 12 i I 0 MYI/t!GROUP MCNIiKC'fb � 7/Ei[ 171t4VWNG& AM THE PRJPC "MR! QROUP Ai�CN7ltCt1 ANO SHEATHING, W/ 8d AT 6- 1 � I 10 ttH RZFfV) r sGW EI ANY i,01*". OC AT BOUNDARIES AASU ( I ' wm1 THE PfKa VoknTEN ! II 12" OC IN FIELD —-- I RIDGE ;I `+ ,P } II I xl W I CL I -OVERFRAb41NG I PER 5/S5,1 I I I T r 'I I WOOD ROOF PLAN NOTES: SFA Design fiiroup, EQ I W I I STRUCTURAL I CIVIL 1 LAND USE 1. FOP. ALL DUCTS, CHASES AND PIPES. REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER EQ 1 DRAWINGS. 9420�YY Wastlknytan square(k., ?YP T[::: YPE Imo- SI�iP CMSTC16x5'-0" Portland n an 97273 ►o9 - I 5 2. CONTRACTOR !S RESPONSIBLE FOR ALL TEMPORARY SHORING. p:503641.8311 f: 503.8302 -- *;, t I 6x12 ` r -- r _ ^ _ 3• ALL EXTERIOR WALLS ARE 2x6 DOUG FIR LARCH NO. 2 AT 16" OC BEARING WALLS AND SHEAM www.sW*signgmup.com - - - - - - - -- - -- - ALLS �- �� WHERE NOTED. i 4. HANGERS: HANGERS TO BC SIMPSON FACE MOUNT TYPE HU OR LU. coI i I 12 N 5. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 48 MINIMUM. HEADERS SHOWN SHALL BE ..� xI I I X SUPPORTED 6Y (2) STUDS MINIMUM, UNO ON PLAN. BEAMS AND HEADERS ARE TO BE FLUSH FRAMED ' l i l I ' I i WITH JOISTS. PERMIT I !I I 6. BLOCKING: PROVIDE SOUD BLOCKING OVER ALL SHEARWALLS AND BEARING WALLS. AT SHEARWN LS SET I I .,,N III PARALLEL TO FRAMING, ALIGN JOIST OVER SHEARWALL ADDIi70NAL JOISTS MAY BE REQUIRED TO K — — — , c� I III ACCOMMODATE BLOCKING. I � -- - 7. Ell INDICATES WOOD POST/COLUMN BELOW. I III t2 u- I t 8. 1= zf INDICATES STRUCTURAL BEARING AND/OR SHEARWALL BELOW. 1 oe N I --- III a ® I LAJ — — 9. I___X/. SECTION CUf - DETAIL NUMBER/SHEET NUMBER. III I I 8/S5.1 -� I 10. ALL BUNDLED 2x's TO HAVE (3) ROWS OF 16d NAILS AT 12" OC. f RIDGE j RIDGE I � I III I 9/S5.1 APA RATED PLYWOOD SHEATHING W/ 8d AT 6" I I I I I - I iI !i l (E) ROOF I DURHAM PARK OC AT BOUNDARIES AND APARTMENTS SHEATHING CLUBHOUSE REMO DE1l" OC IN FIELD ✓ ERFRAMING PER 5/S5.1 I l l � E ROOF I III I� � I I I I ISI TRUW I� 16100 108TH AVENUE TIGARD,OREGON 3LNL6x12 97224 SIMP CMSTC16x5'-0" A to o I r I I 1 i II it I I i.. I I II I� I it I II I 1 I I! I II I REVISIONS I j I i i �4. I! I I (E') ROOF I SHEATHING I '- I I +I I II I PM: EJP JOB No: 06-162 , i I DATE: 12.08.06 FILE: ROOF FRAMING PLAN 1'ra" 4 " w2 ROOF' PLAN ,:..;. ..•:'.i+t 5444'✓.;... �. , .n ' , :' .'>. wIR ,.:... ..r "�4'w.rw�.a"wa��„/�".�M.Yq�� nl•••"II•'•'•"I t A i, v01111 .f,r� '•Irk'..,' ' .+ww/+P -• --'y�u�.,.--�r�� ,....-..-.-....-__.-...,—....r_,._w ..'r11/,� Ti�w7 � , jhj VTT Tf IT-rr- 1177"17" r 0 '. I ' r�.• r,�IP 4,. : , 9 ire, t+9 Ir-9 N', Of. 61 RI V 81',.. i 1 M " f;i t l M f>, y4 t, 9 i. Ij. r • , ' 776 z TRW -. :.-- stir SG•: I r{ i 1 t , r U 1 NOW ,..*.�.. .••••.. -AltxiYiY�II `a ...ra,...�. --- _`•:��–. .` lIYi1W /ion.a^�',1�ar'•y =c�1`�K,Y.yrnw+lN�YY1�Cu»+.li'+i1w,8a+:t+'c',i4!.�i9'.tt�.lY9NWNt.fel.,,�. `,..�:fipr"'" — :,....:«...w.."-,•�,c��p.� 'w:u ,..• Ydb�b7M'3b✓rµ.:.«..'I1��r;t<i1n1A.(n t,Mi.a'w7..ykw-:..Y •.r .,,, :,.Y.M„M,....Y[Jew,"r,.sayw fr MYHRE • 6R . r c 11 i t • . t s/w#x24" LONG SMOOTH BAR T—ti--T- {E) 5T11D —POST PER PUN � �WALT_ AT Sl�I r Gym-/..•... i.o�zaa�•ou .M.... 0 r rw.wrOwaa+•.a...arrwr rwr, AT 24• be atEAs>:: ONE SLOE _ IN DOWEL INSERT- REINf ORCING PER PUN ---(E) RIM JOIST REDONE: - -- PER PIANON GRADE i I �' AND REPLACE AS REQ'D (E) FLRSLOPE � (F' FLR SHEATHING �,� ON GRADE � PR SHEATHING - 2 DYER OF SAND r' • VAPOR BARRIER 24" • ♦ w T/R.R _ PER PUN __V � N r N"--COMPACTED STRUCTURAL FILL #4x---'IAT 18 OC PER ARCH . --H* SUB--GRADE PREPARATION - r PER ARCH ~ '• am PER PLAN SLAB ON GRADE � � .. SIDL�1►ALK OR GRADE � PER FslA'J . • c�Ooro Ct3NSTRUC110N JOINT _ _ ---_--- -- ELEVATIOh1 PER ARCH / - - — E FLR JOIST - PER ARCS PLAN � 0�:/ k 1 � ''CY 8. ;•�' WALL SAWCUT OR I t/2" ` • - `--x7"MPWFDA6 ANCHOR•4 SI BEAM PREMP A35 EA SIDE s EXPIRE&_ 12- 1-07 _ EMOLDD JOINT--- NFOR'4ING PER PUN i�+ --SL +• _ _ I.1 w _ lIt3 BASE Tr A . •� �' y, a .a CONT ASPHALT (E) CONS, w '° STEEP AS POwMw.gs NIICHt MN REINFbXEN E p POSSIBLE I:OOF1NG PAM .. RCE�I BETWEEN NEW •„. To W U SIM YV Wilt,l } • J PER PIJW -- �CUIIPETENi NATPvF SOIL OR COA1C AND (F) V .w�. ► :: `r"u" SAND T i i '"� VAPOR BARRIER PER COMPACTED S�RUCTURAL FILL BUILDING � -(E) (ANC WALL 1' LAYER OF .,AND- �-• SUB-GREE PREPARATION COMPACTED STRUCTURAL ALL PUN •" y .' OR COMPETENT NATIVE SOIL I CONTROL JOINT ' 4. 4• NOTE: 1. CONSTRUCTION OR CONTROL JOINT LOCATIONS PER FOUNDATION PUN. 2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF' CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. NOTE: 3. PROVIDE CONSTRUCTION/CONTROL. JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225f? MAX. (E) RIM JOIST "JOT SHOWN FOR CLARITY TYPICAL SLAB ON GRADE & JOINT DETAILS TYPICAL DOWNTURNED FOOTING AT PERIMETER � DETAIL DETAIL SC c 3/4 �'. ^r t Jam. 3/-1 r"'G/r r a r V ter.. 4 SFA�I]g.EmW. 1 Jl./YL —V 4 S�.ALE 1 -1 —o SCALE: ISTRUCTURAL I CML I LAND USE 9020 SIV Wnhingten Square Dr., Portland,Oren 97223 p:503.6/1.6311 r. 5(13.643. h POST AND BASE PER PLAN www.afedaedigngroup.aom -VENEER PER ARCH (3) #3 TIES AT TOP y .. PERMIT WALL SHEATHING —'FINISHES PER ARCH TYP SET PER PUN TYP #3 TIES AT 8. OC ° �' -STUDS PER PIAN TYP WALL EDGE NAILING 2x BASE PLATE (4) #4 VERT PER PLAN TYP- `• POST AND BASE �' Z � 2• CLR • PER PLAN DOWELS TO MATCH SLAB ON GRADE PER PLAN TYP SIZE b. SPACING OF REINF IN SLAB 3r �.: • d T SLAB a FINISH GRADE •' • ;' Pat ARCH rER ARCH tl �' .�• . ' ' ' ••' SLAB ON GRADE : DEwALK BY T GRADE w •e ; ,.. � I i_ � : PER PUN PER ARCH 'L-_ _! I L o i HERS , ' • ` '• . .. . r iv o • I I . d • ;�.'•...� • I�_ ° • _• ' XLA� CONC FTG AND ,• . :. �; �' ' ' ! a, PER ARCH s _ r RFJNF PER PUN ti v �.. r a I •; : . DURHAM PARK • ,. APARTMENTS • 1 1 '� ' • • r • '• y • • .Ii1 '' .•° • '. • ♦• 1 ! as � •• i A:•,.• •,'.i'., t I •• .� ICI 4 9 '•• a• •41; "y. {I�•�. • . • CLUBHOUSE REMODE r '� .III_ � • `!. :. . e'., .. ; 3" CLR TYP 2) CONT #5 TYP V-0. 2a-4• 3) CONT 15 TYP ' 1 NOTE STANDARD 16100 108TH AVENUE ` OMIT WAIT AT SIM HOOKS TYP TIGARD.OREGON 911224 SECTION AT EXTERIOR WALL./FOOTING ENTRY COLUMN PEDESTAL COLUMN BASE V-00 � ar• SG11.E: 1 a- -1 -0r SCALE: I"=1 6 SCALE: l'-I'--O" A Y REVISION8 1 ,�rAw t •.t l` 1 PM: E,JP J08 Pio: 08-162 DeATE: 12.08,06 FILE: S4;01 FOUNDATIO DETAILS • 1 0 .. - - .Ola. s:aan. Ir.Y•Mr rt.a._ 'I ...o+r•arr�r. rr+w.�+. .M►.+•`4,,... L...L MIJ�'rf. ;.Iw,.ti ., ,v..n..r,v.ew. . .,. •nr .}}�7r•R nom t+ f k •, fir[' W LIZ A it :A. 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SPLICE TO OCCUR \�-STUDS & SPACING PER PUN SIMP PC DOST CAP (INVERTED) O I � � EXPRE•�&_ s12-31-07 OVER STUDS TYP ----(2) ROWS OF 1&1 do GENERAL NOTES TYP T BEAM _^L�_ NAILS AT 12" OC TYF' _ -- - PER ARCH BEAM BEAM � SIMP CC3'/,-6- `-GL'JU1M BEMI PER PLAN i ---SIMP LCE4 TYP . 0 ° " 0 . PER PLAN STUDS I JACK STUD (1 MIN)- - ----BUNDLED SPUDS PER IM"1t Oncxr►:waunrcvl 11lN O"AMANQfI A11E 7118 YNom �Mq Wewr n"clrrECTa Aeq PER PLAN-/ KING STUDS PER SCI iEDUIJr (2 MIN) TO..�rmsx.r.;n AJ ANY NANNEN, VwTh Tw P"IOR VIII AF SCHEDULE {2 IL�N)—ti-•, POST PERP o. "Visa a"«w ANCN O ENING OF KING WINDOW S ° 0 O -° ° SIMP A.lr PER SCHF-OULE- + WIDTH (Fn STUDS SILL STUDS REQ'D -- -- ! < 5' 2 7 NO ` I -- 5' S 7' <8' 3 2 YES -SIMP EPC TYP -BEAM F'ER PLAN COLUMN PER PLAN TYP- WINDOW SILL f _> 9' 4 2 YES PER SCHEDULE- " 7' 4�I - y NOTE: 1. FRAMING NOT SHOWN FOR CLARITY WAIL SHEATHING It FINISHES NOT SHOWN FOR CLARITY. 1 2. BEAMS MAY BE PARALLEL OR PERP TYPICAL PLATS SPLICE DE'R'AIL � TYPICAL WADER FRAMING TYPICAL COLUMN & BEAMCf°�NNBCTiOIV�S � TYPICAL "LULAM BEAM TO POST CONNECTION 4 SCALE: �"�1'-0° SCALE: 1"x 1,_�. � 3 w 'SFA Desigc� map. SCALE:E: 11/2 1'-0" SCALE: 1 =1 -0 STRUCMR,IL I Corr I LAND USE Pt 8020 SW Su 2x CONT BLOCKING W/ (3) 1 Od Washington Squam Dr.,Portland,O�agoa 97223 , NAITO DIAPHRAGM TYP T/PLYWOOD f:p:563.d41.8311 503. 93. I I www atrdest3nymup,00m PER ARCH SIMP A35 EACH (N) POST PER PLAN SIDE OF COLUMN } 2x4 DIAGONAI_ GRACE -2x4 AT 24" OC (2-TOTAL) ---� � (E) SHEATHING PER PLAN 7 AT 8'-G" UC W/ (3) ;6d NAILS EACH END--\ ,AT EA)I� TY (E) JOIST PER PLirN T e c f T PERS A�RI,'Ff"` nC� r" RM .--2x4 AT 48" OC SET J W/ (2) 16d NAILS EACH END (E) BLOCKING rte^ n �`�• PROVIDE 2x BLOCKING AS � 1 L-�' f A I �'---.. -i �\ NG I MAIN ROOF rSIMP A34 AT EA BETWEEN (M) FRAMING TYP (E) FLR SHEATHING T FLR PEER J�J PROVIDE Ext 2 BLOCKING BETWEEN -(E) ROOF TRUSS FRAMING PER PLAN VERT TYP PER ARCH .l (E) FRAMING BELOW (N) COL PER PLAN CONT 2x � AT MAIN ROOF LVL PER PLAN i VI. PER PLAtI JOIST/TRUSS UNDER VERT W,/ `` � \� `_` �� PANEL EDGE J NAILS AT 12" OC TO / (E) GL BEAM NAILING f JOIST/TRUSS BELOW_-./ INTERIOR PER PLAN BEAM PER PLAN (E) FIR JOISTL PER FLI'N 24" OC CONT 2x MG ---2x4 AT 24" 0C SIMP H2.5- STAGGERED TYP � BETWEEN (E) i • ---A34 AT 24" OC '• // -CONT 2x10 � W " 16d NWLS (E) ROOF TRUSS ROOF TRUSSES PER PLAN DURHAM PARK SIMP H2.5 EA TRUSS APARTMENTS ' ' GLUTAM BEAM CLUBHOUSE REMOD AT fi" OC (OR (3) i 6d NAILS � ^l BEAM � S/g"I THP,U BOLTS PER PIAN I AT EA JOIST/TRUSS) (Ei , /•--Df4PHRAGW EDGE PER PLAN ,1S SHOWN TYP NAILING i MAIN ROOF FRAMING SECTION A-A EDGE DETAIL. �QTE• 16100 IWTH AVENU TIGARD,OREGON ' INSTALL LVVS PRIOR TO REMOVAL Or BEARING WALL ABOVE. 97224 STANDARD OVERFRAMING a DETAIL DETAIL SCALE: SCALs• 10-1,-0• 6 ~ SCALE: I"-I'--0" ®ETAIL •CALF: �-- (E) -MF TRUSS PER PLAN (C) ROOF ROOF SHLATHNG e I SHEAMK- r I PER PLAN /i ' ROOF TRL15S i PER PLAN REVISIONS PANEL EDGE ""- NMJ14G _.` / PANEL EDGE •� NMJNt,, CONT 2x BlK CONT 2x BLKG^ ROOF TR (M R 1 E 7 -- -- WTWEEh (E) ROOF TRUSS,,l PER PLAN �/ RO(3F TRUSSES ROOF TRUSS w .. 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