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6830 SW ATLANTA STREET-2 , r M t OFFICE corp .. ��;� r . . . . ` � JOSEPH E. USE AMAS, 0 EG ON .\• ! OF 0 0 i' 1 ups' '1 KRAt '-- - _ - — (503)656.4m -- -- -- Fax(503)656.6197 -- -- - - - -- 15259 SE 81 C( suite 111: Qadumas,Oregon 971115 F 4N8 A_ -_- _ — - - — - rION OF ONE 9UILOINa -_ -- — ARF NOT TO 6EED IN ANY UJ,4iHill F EXPRESSED UAlITTEN OF THE ARCHITECT, ACTOR 19 TO C14FCK i.ND c VERIFY ALL DI:•IENSIGIJ9 AI &IM a CONDITIONS AND REPORT AVY ERwm-;OR OMISSION$ TO 10418 OFFICE PRIOR'O 'aE START OF CONSTRUGTION,WRITTEN DR'TNVOW ALWAYS HAVt PE'E'CEDENCE OVER SCA4-ED DIMENSIONS. COP�'RIGNT GU' ;rit'�4 i tl N OFFICE COSY ARCHITECT LIST OF DRAWINGSPROJECT LOCATION i4, J.E. KRAUSE ARCHITECT P.C. ARCHITECTURAL / STRUCTURAL NATIVES R _ - BUILDING c�� 15259 S.E 32nd. DR. SUITE 202 CROSSING COMPANY BUILDING #2 � Q C�LACKAMAS, OREGON 97015 1 TITLE PAGE 6830 S.W. ATLANTA ST. N •� (5Ca3) 65G-' 4111 - PHONE TIGARD, OREGON 97223 r/ CSC)$ 656- 6297 - FAX 2 EXTERIOR ELEVATIONS CITY p aF rmAtao v r pApproved..T!--fK^ f'���................ .(x). Conditionally Approved..........................( 1. = 3 EXTERIOR ELEVATIONS 1-or only the work as described in: OWNER 4 MAIN FLOOR / FOUNDATION FLAN VICINI1mY FSee Letter to:Aollow............................... ..................• ,•:,... Attach •� Job Address: (-t3 oSLJ MALCOLM & SHARON ESLINGER $ GSP, LLC NTS ny. '�'' �""`---_.Date',( 12727 S.W. 60th CT. 5 UPPER FLOOR PLAN , o�1 Ay 1 r I POPTLAND, OREGON 97219 6 ROOF PLAN / ROOF FRAMING PLAN .*.P ND 7 BUILDING SECTIONS _��, �.� , '.. J .i: _ .�. __, .,•^».••^ -'I , �'t' .� -���.�.. _ -�--- Lu C ONS �� I 4, SW TaylomF,'v R �, _�.� , �., ^,:. •� =, ' - 8 DETAIL L { A '� ` --• -.. ," v;;G --,!SW,C I l este ut��4. �'Njt.�' ._ .''�/:'�.� ! ��.i ! �....f� ' -1 ,..�� I ; ••,3�•1 �..._,.. ':� � •tit S and SPECS. _ d h n -} ..., _, �._ 1IN Ail !d •a a1�Vt_H u e St G GENERALCONTRACTORj �n r -- �_ j �'/'+�I �tt Squa,C 1� �'� ,+t' •t-. ....rr.. :r^ ••..� -?." �"�1i ....�+r�.. ..,_ - I ` 1 9DETAILS i• � I � V , ""I•.�. J 1 M., �,fEL, . 604 'l�•�� _ .,N/v.•J 1.171 C� � � W ,f '�`+ BUIL S SHEARiI� u �r�� ESLINGERBUILDERS INC. LATERAL DETAIL / ALLS SLo� R - 1 MALCOLM ESLINGER, PRESIDENT � �tc� ��I__ `� 811 ak"�� ' � ��!�.� � 3V�t�Pamon�.$i� �:. .���_,;a.. • ~�..',,�,,._;._._ �, c,7 �- � � •�. 11575 S W C HWY. 10 HANDICAP AILS and SCHEDULES � � ~��` S.W. PACIFIC AP ACC DET ! - ---.•� �- r �• :,s.. t _3• _s'- .�•.. C' r 217 -- piuCsi � ,, �,_. • -,�,_ �fps �'arl�.R�do PMB 160 .•� �,_;.,, I, ".,;"'!�•ir, "* �'r ,- _.i .�d+.,..Sf,..,r.t.± �...y.�,,,1„� _.� .s ��_i.•.. -� �'--'t ' ; �,.. / •t�... �,.••1 E: i TIGARD OREGON 97223 11 ARCHITECTURAL SPECIFICATIONS . # , �"'�► t` tr� ����'.a11#� �n�an�St? 4 , ,- _, �, �4� �,m�4 1 t ' •�` .ri' ''),1•r'�:.-a..- t � _.....».•_7 I t !r 'yt...� �+ I 5E+�1 ' - .�..�,.�r.�...t.....�� .t .•� � � � ( 1 � 100 � �� � ,q,s s r:A�l�,/•1r(i1:"t' � t � �•-'���,•-11•-t••r� �••T (503) 620-9515 PHONE ,:.;- _, `- ! ' I �_.L.J_.) r..•, ; ' rK �:t,A�, L»•1 7�y �• f •Ii.., l'�- Jar_ N ul . F?RCa t? C503� 620- 9475 - FAX 12 MAIN FLUOR ELECTRICAL PLAN r. , an ,;....r.» X830 ;�1�If 1�1 1. �. .' ,� �� ©4�,6 •-i '' 7t ' •( »'r' i �� -. ...� ) N.s'j y,'1 ..»I•. �r '-•.:f : hl1t�I rf i %"+•.;J�.r''i� _V1 611 , b t7,' '�,- ••1�• , _ ..._..� ._ '.A 1.-1.r',f.Ll.. •+ 1• . _...� I ..1(• w, rY•' N 1 UPPER FLOUR ELECT -�I' r _ �j , , ;.3 .. f � ..?-�... ;�,j..• r Q .� •`(:•� ,. ELECTRICAL PL 4 �, r.. •- , �. A N .- a ,•---�--� t z#" _ 'b -�`� ��� ; t l 'a y C CL :a -I � .r./..».•w•'� R�f ,r, 11A '• -"•!�'�,: �7M ..I.FF. ! 14- ..w„ I,.. t ;j ,5 �1 •f�1� .7i;ti CIVIL ENGINEER ._... _ -.5 tY'fit• �. �•~ VYy �4�,M C.t ' y ,1 _�F ,`�r '1 Ir._ '.ti tJd rJ'0. G...... •,. ''• ,�,i„�f �1 ' ' ^' 1 ;}jrh�'- 1••, ri.Jt .,M .,Y. r �. y,• r '1� `R'!" `-��J y ._..7"I s1..J. £'-:;,.'•3'�. it©�',� nA1 I. AKS ENGINEERING FORESTRY ! �' x-�'° , w:� � 1 �7 r .rM �,' ,:(�iA. ��.� '� r. `,x' ^� �, 1' V , Y �. ••n" 1 �•T�~�•'��.����•��~�'�. �:5..-r�•.,.. �.� r�•L• �x' ..,�+ i ALEXANDER W. HURLEY, P. - :. ,,d E., L.S.L.S• I.T• t'' .,J-t l,ly��1 r " `�. mak if -� # 1 13910 S.W. GALBREATH DR. r' � _T , l MivaD nald" St , _...... I' _ �I �►•,,. - - ' SUITE 100► _ -t:o=ktm�,__... _ �� . • �- 0 SHER WOOD, OREGON 941'40 �' I nd W ' �-- � S�r� R3�I�it�+t�.' - �s" :�.Q m 1 ear Pia� ; :..• �: (503) 925-8799 - PHONE r -- - ti� r NO, (503) 926-8769 - FAX .. 1 OFFICE COPY q r � ' PRl^`• r�" `.�gti'�1i��,llrRh+•P s.Mlllt... ww•r�._ - ,. _�. �.____.-. .:ta'M,.+•�_.r+.._..,.,.w.,,v,,,,, -- .._:.+...nw+_.r....1 �.:�wr#.. _ _.�..._�.++r.r,..ews7wr•.. - ..:,, ......_ -- ..... ,_,,,+w.._.,,r_.... -...._ N7Y'i[!r :rJt � .. ,. ,.r. :'Y'ab+..s,.a+;<,'.:'.N✓;,:wRt.�IM.f�Mt1MD,'rA"3'�. a' 1111 Irll 1'll t it III III i I Illi .III iffl ILII Ilit U!I . 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SE LA 06, EGON� 0 9TH OF IP _ -_- _ j ARCHITECT P. 0 xu(Sol)ass w exw S's:o, s+u Tox oarimr,pR�9xOls TN W ra.AArUa ARE"TW M11111111111111111111111 1111111M111111 1111K11111 CLW ir1x:T1(N 6 OE 0.111.01w,_ p T,AIC,ARE N To EE RIIICJOLCID N ANT WGY WTHgIT T4!EbAC3ElD WRTRN' PQICI6IGN LF}I+E AIKIJIIeLT i rue ccNrlwcrae Is ro cueoc arc YERP'1'ALL 10N3 3irE PITINAIL0 ILEI" RALITTTTT / ERRORS ORp4831gJp TOIMIS aslcE rwoR To rue sraRr aE ILL CLII3rRiLildl Wi,TTEN'D?frN5�Crv5 CWER OLL R BLAI.NAE[PIQLEil I s ED DiTEN3KW3. L!X'TRGM CU ]M. U i FRONT ELEVA71ON NO-rE: NOTE: SCALE: I/4" I'-0" EMEND ALL FLUES A MIN. OF 2'-0" ALL liRADES 5FIC4h AAW P APROXIMATE. ABOVE ANY PART CF TME BLDG III/ IN CONTRACTOR SMALL VERIFY ALL F Approved address numbers shall be painted or axed to the front of ! sL �. affixed A ID'-O" MORIZLNTAL RADIUS EXISTING AND FYNISM GRADES. fits building in a contrasting and highly visible color. The numbers Cn shall not be less than six (6) inches in height and shall be affixed prior to final inspection. (502)and Uniform Fire Code d D N lu r 0 CONCRETE TILE 6MUJGI-E5 O, I X 7 PERLMB, 30LB. ROCFM FELT, %" CDX FOLYWO00 f TYPICAL a~f 1JL TId WS • 24" OG AEAVE ND 1 RAKE -- -- — FY. NL W 11JIM11111111111111111111 11111111 MDR MT, I X • I" CEDAR I BEVEL SIDfW w w Z J m oATE; SEPT. 20, 2004 UPPER FL IF P�tOJEGT_NO.: I IF 04116 o. RE VISIONS: r—AN z s'lRlER-TIT. — � 9 J - m MAIN FLR NO: LEFT-SIDE ELEVA71ON SCALE: 114, . I'-D" 2 OF THIRTEEN h �y STRV quiqumb g � � �aqI�a.ql�a � i rill111111 e 1 I 111111 e lili l io 11111gzIemziIe�mpiI.eu pl 1�uqi zigwIie� �Y ° mrwwt ze ao All ww IF 25� Ali I?• I, n!`i T r 1.::, y. e t•. r: r 6# K�t i I i • •• •• •• a • • • •• • • •• •• • • • • • • OD ,Ur Zia ••• • • •• • • • • • • • • • • • • • s OSEPH E. ,KJiAUSE n 4 ----- _ -- — .— • i.ACKAi�AS, OREGON Cp __ '- -- — -- of, o� 12 a%21h � KRA�iSE AK � HITCT PG L503)bse.4m I_ Fau(503?b56••6[91 I 15259 SF 02 Dr Suit!202 Gackama�,Oregix�97015 THESE FLANS ARF FOR THE ':ONSTR1iGTlON Gf ONE f.�UILDING clWL Y,AND ARE NOT TO HF � 1. REF'FODUCED IN ANT-WAY - WITHOUT THE ExPR.EbSED WRITTEN PEIiMISION OF!NE ARGIITECY ,— _ THE CONTRACTOR 15 TO CHECK AND - VERIFY ALL MIEN /ON AND SITE - _ _ - Gc.1vDITrONS AND REFbRT ANY _ _ ERfc'OI�'S OR OMISSIONS TO TH15 - - L OFFICE PRIOR TO THE START OF GCNSTRIJGTION WRITTEN DIMENSIONS ALWA�'S NAVE Ph'EGEDENCE OVLR SCALED DIMEN570N5 ClJF'YRIGNT �'� ]OFJ4 T L - - r C f � l REAR EL-EVA71ON NOTE: N07E: � SCALE: 1/4" ,. 1'_©tl EXPEND .ALL FLUES A MIN. OF:2'-iV" ALL GRADES 8"MN ARE APPROXIMATE ABOVE ANY PART OF .NE BLDG W/ IN CONTRACTOR SHALL VERIFY ALL !� • A ID'-®" HORIIONr,4L RADIUS EXISrING AND FINISH SES. lljnn_• v! — � 1 --= oe 12 OIL tu EA VE AND RAKE _ _— _ — —— —— — _ — ��3, _ CONCREM VLE TANGLE'S O/ 1 X 2 PERL INS, � � 3mLB. ROOPMG Mi-r, �" CDX PL-YUVOD t TRUSSES is 24" O.C. mom PL. Hr. - - — =--- - _ - — - -- --- _ - - - -- ----- - - — — — _ iU "a IIIIIIIIII HIM KDR Nr. _ I X 6 Pa/8 CEDAR U BEVEL 81AlNur j � , 0 i pA TE: z -._ SEP7. 20, 2004 UPPER FLR -- -'- -- — r PROJ�(2T NO.: __�..------------- -- - r. Q14 f 16 _�_�Hr HHHHHHHH1 IM HIM © 12-9-04 CANT. I – - 4" .TRICK I VENEER I o I , I I MAIN MR rl- -------------- ------ ----- _-_ _ - -_ _. _ _- ----- _ -_ -_ _ - - _ _ _ _ - - - __ _-- - -L, 1_ .—.—..----- ----- --- - - -------- - -•---- -- -- --- - -- - - ---- - - -- ----- - - - --- - - --- - - -- - -- -- - —RIGPT-610E ELEVA7 ON1 NO: I:� JL /1C tr lll'�tC'C�1 ,.,.: � •r ......_......--_...,_..,.....+„J .,M - _._.............._._..-....__...__. _..._.. -....._.......—..—,. ..�.•.,_.._....-......_....-_..._.........-.... .. .. . ..._..-.._+.._+w_w.�.-w..r_..- w,•w—,r °if�S" n. :. �'Ld ... 9M.��Yt', m,,rRm.- r:;A• I�NMI�'YIifN!�y'� ._.:. ... .. ..,. 111�IN"M 1 z+w'm�•+-- _ _•_-__„.,....,...._..-.......�...-.. •P Ids I 10 1 i I � � � llll IIIIMIIII Ilil Ifll IIII IIII IIII IIII e I IIII III! -�� 6�YfTMw► Gtf�� I 2 13 14 IrIIII�Hll,nulnl.�Inlinl,lulrlr Il�nll�lll;� i (., em t6 1� I® 19 2d 21 22 23 24 23 28 27 29 28 30 F .....,.R...�P,+,"PM^wu ,.......w�wR�!nw.�M1•,MpA"R.y"I�.�Itq 1'r mn.v:.. ( -• ",F� 1 til• � .. 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I - _ re•.wwc.�n>a'+i as c+�' ® IL - - - - -�.t n4elol + .ns.0 a vine.owe aeeaa ae o..avr.. ,a,..a fOa,YC,101 il•'^!N a/EdOb ii I I »i -r_ I I Q • D � � I T ca=+r.y.�. �, tun, i�V i • $ D • XY •XY � O �� • irs o xP 1211 D22 ® � • �� x _F -1 ® I bro x 610FXp.Ar— r. — -_ - _ D •X Y•ALD. _ D I I — — -- — — — nraa - a _ L - ® J ® ( e r 9 x n . " I men 5 mach rm. rail s I m h J n I i x I ras t rm. I ,wom&ln s I9 I J 1 �restnh. 1 xy Q xI FAN � h • LL 1L e� SK' X Wl• CLD. i111•X N•oil. _ e Pit" fl'w�• v — - — - n4aD/ ► L i n 72 10• m IVal a- lu x i + CDNC eL4m w4 x L4, 11 ? CI& ML VAPOR m4aFER W { 7' O' 0 40 C4O"1F4(TEp GRoaLAR N FU1. TOP. ^ • C Z W O CONhWTE FOOTW36 •.• e ® x r _ D W X Fi' G _ I 6. 4i X Q" G1.D. - � - S If X D•Gd-D. I `� v - I I (24") TI-A. �I 1'2400) s � (24M) ■ ■ ■ — — — — —r— , U jo - L J L J 4• w � w ? w J Al t v ® 1! ® x iss ® �' ® COMSEL Q" C W- FDIl ti Q `l Q 4-_ ' - ---u 9= 8 I r 0 - n , n �{ I FOR mFe'ace ti a o M - � , � � o x i — x 3 I 9 DATE: .S x -- — — " PT. .-c' 2004 an PROJECT NO.: • � I I � I — — — II- - --- -- -- 04116 '-`� • • 4. I,�I, r" 1 © f2 904 a • M • meq`--- 4• LLIL I 3 M k ■ 4 - VN T b-Ib-D5 ■ NO I E: 2w � I. A" EXTERIOR W4LL WACOW rau. ■ _- ---- ---___—__ _ °f-� - 10'-p• 15 -__I6-O � TO BE 4 X Q OF. •2 I1N0. FOLWAVION NOTEbt l CPWWM M i1C~9 A b q AW W- iA.00 f' •11110R flJU•RCl NO: WWV AM(WNV W'A""""'""'"` N FLOOR t FOUNDA710N PLAN /YIIRI A 1■I 0 P��IaaDrr1T41!p(J_ < ou b V. v r PIN ■•nw a,A•naa r:=•.aWw 44poa/•r — vAMW"MAT■CI@APO wsi0wrAora■4 aAMS•a_ SCALE-_ 1/4" . P-eg - - . 1 TALI I•�•�!■`•X l R PMf EE.•R AaR!C� 4M72 AQ FT R iM•wrR w�a*FW=AWW AS PW Cr-s 'Xl/ IP IKC ! L• F12 r!x>M•Itl'af�•�pl 4 POWVWR O64MlAPA019a AS OW JIM MWW lA■C. CI() 1.>< miry STW tOM•1m 1 2 '3 4 S d / 8 8 Ip 11 12 13 r4 r5 "7 i3 '9 2�1 2r 22 23 2n 25 20 29 29 30 , 25X �a p Y . . .. .. . . . . OSf_PN E. KRAUSE 26 I-ca4p,'-,�" - •'• LA KA S, OREGON Ifo' �" 1?'.:®u OF 1 11 TI-t 11 �1 `ll 9r-/ Ir V Of I - --- ----- �` _ _ _- - ------ . . . . . . . . . . . . . . . . . . . . . 4/0 X 6/0 FXD. 410 X b/,0 P'XD. 4/O X 6AD FXD. 4/e X 6 FXD. 0 t--------------- -- -.------__----- . . . i/�X i FXL�. . . -. .S/0'X b/OD'FXD:J. . FXG. . � U r7`7 r4 - ----- X i A� 2 K RAU S E �I 4'_10" L,-2"- 4' IC ARCHITECT P. C. ------ 1�j�"�♦ 44//00 X 4/0 RAIL INt"s 003)fi%4Tn fax X59 JE 62 97 Or x GUA=RDRAIL 'JKYL IGiWT-- ,sas9 s�ez a� a Suite 202 C]acirsmu,Ureoun 97(3,5 ' \ THESE PLANS ARE FOR THE: I �— — ♦ 42" W!C!W � � CON511@JG11GlN OF ONE HUILPIr•Ka I I \ I WAMFI X ONLY..Ane ARE NOT TO W ul�ITNO(I D7NF R IXPW!)9EDN ANY ,u.RIr/F'N Cr T� CONTRACTOR 15 ONCNECX AND a a - B0 ►n _ _ — -- — 1 I I / I vERIEI'ALL DImN&:c%s AND siTE v opCGNDIT fCxIS ANL' WF'ORT ANY r_0N8TICF PRIOR 1U THE START DIMENSIONS 1 ��NAVF PIQfi DtTGE slONS � k, 74) A l� �4 X � . . . . . . . . . . u1 'XZjF5(t;,_. • � � ' D � r � -� 310 �� I hIL W�•I 22 X JO -1 ' ' r� 's ATT, ACG. wo 1an'�I ras�rm. II I I r s trm. 1 m� r.m. 1 �0 F FAN i lu 9 0 . . . . . . . . . . . . . . . . . . . . 0-_ - - - rs • `1 11.1 : ------------.-_--___—_ '� it • • ' II . • ' . ' ' • '� x x - v� 51*" X 1?" -� &L,B. WDR tu b/ID.X bAD. I �+ I ( 'bRi01YI�' AN 0V."TNIL'GUx1IW j�AC I JA ALLK- ' Ilj , (Y -1 l I 4 es�lC�c � tiJ I I 1 I Tl T' RL4'1 aL I j E 1 I/�✓ _ - 1 i I : 8A S�Pt, 22�, ,1P�m4 a0TH F_R2J�t:T NO. CG�TN . . . .&V X .FXD, . . . . . . . . f?J•? X bA* SIDEL TE - - . _ . . A1DEJ (?)2 X IAD WATER &MELD DE OW C•ONG ENTRY SLAB TO � 12-9 O�4 (I)9 X IAD EXTEW�, b" MIN IN WALL CA=VITY ♦ OEL METAL TWW.6•=OLD • EN DOOR t SIUEL IMA ` 3-15 ©5 I I Nr r?'_p" 7'-D" 7'-b" ,, _9,� 3"-3" 3,_�„ 9„ �, b„ 7'_b" 8'-®" 8'_k�" - _- -_---__ 1. FDORTABLE FIRE EXT MGLIIBWERS SWALL BE F'fWVIDED AND —___.-- - - -- -- ----- IN81"ALLED A6 REQ DY APPLICABLE 3TANDARD6 AND ►d'-�," A6 DIRECTED DY TWE AVrWORITY WAYINGi -WIBDIGrIBN- __.._ _-_._ ------- ---____ --- ----- --_ - --- — -- - - - - - - ---- ----- - ------- (LIVIFOA!`f FIRrL� COL.E) 2. ALL EXTERIOR WALL 1-IEAORM, Ti0 19E 4 X 13 DF '2 UX0. UPPER �L OOH' PLAN 5G.4L.E: 114" n 1'-D" 3995 Sa FT. OF 714IRTEEN r - ---^--...._._..._..—. .wn.. a.e'.•.sgwtarr.ww,.—..,..,rr..«•.rw++ .,• . - _ ... i, ;r :a!,t iJ'w+V w I!.r;a.r,.;r•+keln"'�.aNf►AtNMM9M4W:.e- ,. :r....+i,y. ra4r 'i. .r .......... .. --.... .,.,.._•.,..,..yorlM.r..R-•.....- —...m,:^ �M�RkWM11Ii'IW'4tNtt`"•i.➢!tr�+"`fal'��t::'11t1 �`N ':;.xray+.- - • _.,:-- , ., ,,. _.., ,-+,:.rpt.,_ ..a,..,;pi'CV4RR^'. �" , . .,. � II II ul ulllnn I�I,In�I Iluli�i ni�l�ni unl�ul niiiiu� '�'ilulilnirl�nl Inl��iu un iul LlEt NMJTY ST RIN T�► 10 1 I 12 13 14 fe f 7 +'1 1'1� ) 22 23 ?A 25 ,2e 217 2I0 29 30 1+. , h r . f r+i S H1f�i1 4 + i t„ 1 ��RED ARCS ROOF_LA -1 LEGEND (TILE) (be PML . (26 PER. (OL) s 26 PEP. (60 JOSEPH KRAUSE Cn 222= GEAAVWY WALL M010 �--J --.-—A ALL NIPS, VALLEYS MC RIU'sEE TO GM-T C AMAS, OREGON V- 2x 10 UNLESS NOTED 0T&eFW6E L' 1 T X 0 RAFTERS 0 24' O.C. (b'-4" MAXA`ATT SPAN) . . �/ OF QT T kE RAFTERS • K" O.C. (TT'-S' MAXVVI SPAN) ----"TCVazW-DOIW" 0 MEMGRdNE ROGFINu T X E RAFTERS • Q" OC (14'-S" T1AXA"RPi SPAN) 0 T X IT RAFTERS • 24" OL. (u'-I" MAXR'XM SPAN) © - - - - - TX PLAtl.MJ6 • TO" Ut.• 4E• MAK D•S Db GEE' G° SUIPPORT PROM ARING TO RAFTERS �� L_ LSJ OVERIRAME UA) T X S RAFTERS • T4" O.GDb 0 _ 0.6. 6 D POST UP FLIM GEARNti POINT GELCW _ (510IDER TRUSS _ — _ CSIRCER TRUES ❑E AT ALL VAULTED T X B CEIL W.16, USE T X 4 RMMFMG -- - © __ © eJ MOW" *WXATIOAL REOMT6. -- 51 MANII. TRASSES • 24" Or- - ^ KRAUS E ® VAEM_TED ' MAN P.. TRUStE6 • T4. OL. I -- Aro X 410 I I �) ARCHITECT P. C . M~, "SnV' TR1MW6 • 4 O SKYLG"T O [50)) Vl1ru 1s0K MAMF "ATT' :" TRUSSES t.62 0, 541v — OdmgNm VMS EE tare p�// / F PLAN IbfL LQ'S BE1. ALL OVEPW4ANG6 TO BE I2" (TrP. UOw[Pw:L' N -) I VMµ� 7. DII.G ALL TO E 7'(TYP Uf(�J '•w lm o war,aw AW uor ro eE D. 60WIT VENT TO GE POWW "ED PERFORATED -- wE comsat i 0rD a+Ecx arD 4LMI AK na aRcuimcr 4. ROGRMG TO GE C4VhVWTE E"MGLE p4� onE 6. R;Xa• VENTS rO GE C4WrAJ0IJS RDGE VENT •. ALL ROOF SLOPES TO GE AIT PITC" twice rwmw ro ner eraRr cs CCfwll•A TICK Wtlrrt!N DII-INB�ONS aware wvE.erceoe..ee (TYP. UJVO.) DYER KdLED DII'IEMIw1e. CCI rRGMr �L) )MC II II I it Db II � I II O O _ OR 102 it II „ERF, I II � II I tO II � 0 ou 0 � ul I � II �-- DRAFT 6rOP II II ❑ II PER EEC. 70M9.IJ1 `n II II IL 3 0 --1-�- -� --- U GII�ER rRUSS _ J �i-41 DA — II II O _ E _ SEPT. 10, 2004 / O 011C, IVDJECT NO.: O DA DA - _— REVISION Q 11-9-04 Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters 3Lall have cross ventilation for each separate space. The net free ventilating area shall be not less than 1/150 of the area of the space ventilated. EucewHonThe area may be 1/300 of the ores of the space ventilated provided 50% of the required ventilating area is provided by ventilators located In the upper portion of the space to be ventilated at least 3 feat above save or COmlde vents with the balance of the required ventilation provided by Save Or cornice vents. (1.505.3) All venting can be at the perforated aluminum soffits If the ROOF P_ L AN/ROOF FRA?! 11NC: PLAN area l3 adequate. & oamj4 a r-- r 4U+", NO: SCALE, 114" • P-O" 6 OF TLIIiPrtrorm Jilli« ,w1eV.Ts..a......,«.ww.wn,.,.vrn..e.Frlrrv.i.+—•,--..,-.-_-_. - �'� ___.__�__... --�..�., _.. 1,11111111101B111111 ; i — mc � 11P1111111111.1--- o iB 111111111l I u P! ,..,. '3 4 a'•s aT 2e 22 30 25X h t} if 1u 't I 3 JOSEPH E RAUSE n6 12 8I ` AS, OREGON ASO OVER-FRAME W1 X 8 d STEP-DCIW TRUfi8E9 ••• •• fC Of' • 24' OG AS Ai1, I MANLF. Tla'JSbES __—• 24" O.C. I "OL'R FIRE RATED " KRAUSE 81 TILE ACOJST/C TILE (JOY UT"ERs) TYP. women's e r restrm" OFF ARCHITECT P. C. 9 B vw Ixin eseezer in - 2 x 4 sTUDs I52Se u e2 0, m — sla.201 • Ib" O.C. U•ck l 0961a^9NL5 2 X a d K• Tr,I. T I tj Riff FDR THE • K" OG-1 CDWTg1Ci1LN DF ClE WILDIAG LNI.Y,N0 dlff NDT TO SE REFIMW^-!D W ANT WRY WTFIOIIi'rI:C FMPRlblED is ro CE Illl I'MReeIDN DF TI! ME DONiRACTOR TO C,,EGC AND Y Ir ALL D9'IENe1Qie N'O eRE - � CpYl1rIDNe 64D REPORI ANY CnpgRe cw To INIF a TO r"le CANT iFm�l DR�I(J:I'IRDR TDlrK n44TW%TiENRYWALLG —� BRICK LEDGE, STEP-DOINCEDAR SOFFIT n'S raNDAFININ(ED RI DEC s aa v © AS 11i TYP. vr_Iv6z i0 el 7 X 4 STUDS • I6" O.C. —� 4' CONC. SLAB ON EMIL VD. \ ON 4' COMP. GRAN- i Ll j 24^x a` 3 24" x e` sui�Di EC7/CN5 SC—ALE: 1/4" . r-0" —1 N Ni TF: b ALL MFD. TRUSSES SHOILN ARE !? TO DE ENGINEERED DY TRUSS MFR $ 15OLDER/OLLNER IS h RESPONSIBLE TO OBTAIN ANY CALCULATIONS AND/OR LOAD Q _� DIAGRAMS RECrUIRED FOR CONCRETE TILE S"INi 0/1 X 2 PURLINS, M LB. ROOFIWS FELT, s/e" CDX PLYWOOD . �u / F'REMANUFACTURED ROOF TRUSSES 24" O.C. y N ' O MMR.F. TRLtS,SEs O / — • 74" O.0-— — — �j INSULATION BAIRE, T7P. LU - I HOW FIRE RATl2p �•' T]7� "X" k" MOISTURE U GYP. BOARD TYP, RE6- DRYWALL F'ERFORATEC ALUMINUM O s TILE fB�Y�DTF�JTt'P. TYP. sGFfiIT. T1P. men's mach rm. woman's a a BICE restrm. restrm. w 4 - ? LU J r-2 X 4 oma°" 2 X 12 F 1i" T.JJ. DATE, OR CK VENEER SEPT. 20, 2004 PRO, CT NQ 04116 QI 12-9-04 f - e men'8 mach rm. woman's ® 3-15-05 restrm. restrm.OFF/ ® 6-16-05 O 2X46TW6 4• CONI. SLAB ON 6MIL VD. ON 4' COMP. GT20N FILL CONIA6MIL Y.B.4' L � bs X10" • �� 24' X e^ NO: I LE1i1lN.RY'lTIIS Cmc �! qui u� >�u ni�ra a �nw i!i�uu �� m:�iui :m im n!.�ni, nn�ou uu�lnq! Hp n;�nn�n!i�!'in! !ynnl m�my,,u�in u�i !�.pwpuunn�du id1.1.... T p nqu:jwqui 1myui h10 1 ! 12 13 1{ le 1] IB 10 20 21 22 23 24 27 20 2] 28 2O 30 � a 25X a .F � d S0�al&-, Jig 7 INN to to .4 me CONCREIE TILE &41NrALE8 0/1 X 2 r-9ft IN16 Lri. DRIP E066 W L f 5. ROCFINra FEL T, 5/8 COX pwNANtPACTLhqffD CLEAR EXTERIOR AWsLES 0 7 E -5 u P to t-U)ALL to 0 If VERTICAL PORIZ JOSEPH E. KRAUSE t:%-�� TRU"ES do 24" O.C. (MAX) A to to 15 11 C 'I _��A _gLtF-. WALL- f�glW- SPAN FOR 15RICK OR STONE 4" -4;7-- LL 4'-011 3!12" >( 3 t'2 to )< %" 0. 8#1 - 3#-Su 28-2" 10" 1011 04 a 18-1 O.C. . 04 -* 1211 O.C. (SENERAL CONOITION6 -- ALLA't DRIP 5'-4" 3 -6' 1'-2" 10" 04 * 1211 O.C. .04 *-.12" O.C. 51-018 3V:" X3P2" X %" -- . .. I REG N I. All work "I/ comply with the latest adopted Issue of the UnIfOrOiti:' ev -71-1011 bo-eff 12 to O.C. 104 0 12 to O.C. 61-OU L 4" X 3�j" X V' LLV "F" 6TCr I X 2 C,*EDAR TRIM. -O-.0 04 SulldlrOe Code and -state, cot4ty or local I'dkjUtfitjgn*-: W-Oiv ON Woo L 4" X 34" X V' I.L V Lr- 2. The contractor 16 responsible to cluick the plans and site conditlomf k: Z 511 X qV211 X 0 * RETUseN ALj- "CRIZ. RE/NFO1W,-I1f4a 24" MIN. ATALL C01IRNERS AND IV LL V tx? CEDAR TRI"150. PEWORATED and to notify the architect or in so Olt sit X y torrors, or eml6oloms prior to 0-m ALL111 SCFF/T 341# X LLV start of constructiorL INTEPOECTION6 �&to X .3 t12" X 46 to LJL aled dimensions. X a VEWsE WARD. NOM 3. U)rItton dimensions have precedence over ac VEW-vOE 150. e1ju UJI SELF-TAPPIN5 ALL LATERAL LOAD ON WOOD FRAMIED (UV a LOW5 LED VERTICAL) SCRELLS PORTION OF: WOUSE 16 TO Off RXLr %517E WOW CARRIED j5y or"ER WALLS, CfrMCRETE 2 WALL 15 OES/CoNED TO CARRY $OIL AND I. RAmove top 6oll and or_qanfc material From the building *Its, stock.- &jRC"AFWj'E LOADS ONLY 4" 5RICK piling it if possible for usis in final gradlng. 2. Footings are to beer on undisturbed level aorl, stepped a& required LAP 2"NAILER WEADER to MdIntaI6 &W finish gradd� 3. Ar�q fill under grade supported concrate alabs to be 4�' (min.)gravai ...... ------2X6 6TUDS 16" O.C. compac.ted to 55%. 4. Concrate slabs to be 4", 35LW ps.l. at 20 days with control jcInto at 25'-C" oz. (max-)each way. Provide 314" tooled joints at 5'-0" oz� in concrete aldewalki. IQ in V 5RIrX '31' 44ORIZ REINF AID VERT 5. Flmloh grades are to remain at laaet 6" beglow wood bldfng, WINF. FWR SCs4E0. ABOVE u..4, KRAUSE FOUNDATION.5 .-FFIREff ORAIN/Nri ARCHITECT P. C. 7- 1. All concrete to have a m.'rOlmum compressive atrengti; nf 3W0 p.&I. (503)65"111 6RW FILL. 66-'� LlNnn. orrAIL I'T`� RAKE oterAiL r4`� RAKx ofeoer-Aa- - a rter 20 days with a mInImLim C f' & 6adch pr cement per Sfbrd anci a Fax(503)65&h297 Io-let# - SCALE. V 1'-0" maximum slump of4". 15259 U 82 Dr SCALE: 314* v P-O" SCALE: 314 -UNDISTURBED SOIL 2, All rainforcin Sufte 202 _q #too/ to be A-615 addLaff,",0�� CONCREM TILE &41W�W-Es to bee A-le-5. gradtr. 40. Welded wire mae, to 97015 CONCRETE TILE 044IN53LES 0/ 1 X 2 MillIRLINS, ML15. MR`45 T�4ESE PL4NS ARE F;CR T141F V/ I X 2 PUAVNS, 34MB. ROORWI, FELT, 4*- Cox myw000 4 3. Place all reinforcing as par 4,C.I. codes and standards. CONST�WrTION C>1 ONE MILDIWO 12 FEL To %to =x PL YUOOO 'I PFMMAIIAPAC TURED Clftd.r,ANP A)W. NOT rO&E PFRE71ANUFACTUIQED TRUSSES TRUSSFS 0 24" O.C. 4. Lap all continuoe bare 30 X dia. (mrrl-). REFROOLCIFE) IN ANr U)4Y T WID-"T TMIF F­xr1Ws5FD Wei rrEN 2411 O.C. 1 5 Provide a InInImum aldwance- of' 18" undargirdero. PEPP11.01CIIII OF 4E ARCs4ITFCT. 05� T"E coqrwAcToR is ro c"Ecx AND 46 fover antlee- -raujispace with & ml/. black "V1134JUal9f)" and extend �,tWJFYALL- PiMENDIONS AND SITE coNr>irioNs ANv REPORT ANY up Foundation wails and rastan to mud6ill. ERRo"OR 0"1661CWS TC TW16 OFF,CE MOR rO 70E SrARTOF h IE70 &F. coqsTwr-Tiok opirrEN C>MNSION5 ICE J WATER fWIELD ICE i UJATER &WIELD 7. Provide a minimum or I sf, or net ventilation area For eac ALWAYS WAVE PsaCEDENCE (aFLOW&41NO2i-E6) (M-FLOIV SWINLW-ES) or crowlspace area. var;ts are to be closable and have 1.14" open- OvER 5CALED DIMENSIONS. Tyr, TYP Ingo in corrosive resistant ocroan. Post notice about oporting vanto COPYR16"r W04 CL")NTINUOUS KEY by electrical panel. ....... A All wood in contact with comcrate to be pressure treated or pr-;,- INSULATION BAFFLE REIIttF TO MATCW VERT. WALL tected with .55 lb6. roll roofing. INSULATICN SAFFLE I'M REFINF. (E�V IN &TO. W20K. III FAR END) a 5aam pock4to In cor=wte-wall* to have 112" air aptac-a 4 t sides and ends a,md prov(dea mirtimum bearing or 3". LAP 10. Muds[116 to be 2 X pressure treated wood with W" 0 X 10" anchor �u 8101W-1 N 04 BARS a 10 O.C. bolts it 6'-V' oz, within 12" or corner6. EACP WAY /L UMWproor basement walls before barkfilling, providing 4" 0 parr- 0 to -4 0 0 oratod drain tile below the top of the footing. 0 0 12-1" f2 m8 - �1- E. '- r le-, - ?4 CARF=EN7R"1r-. 2X8 FASOCIA 150ARD 2X01 FASCIA WARV 1 1 4 11 0 P.D.T. W1 MINUS' L Wood rramk�q member ---- C ROCK 4 FILTER FA19PJC on the piano: _grade i are ao, followa unie", vthwwfse noted 4 ENVSLOPE' eOPrIc2qALd. A, Posts, beams, headers no. I Douglas Fir Larch S. Joists and raftar6 no. 2 Douglas Fir Larch R%JETAININO WALL DETAIL C. Platec blocking and no. 3 Douglas Fir Larch 41- rAu- EAV49-- DETAIL brid r'2""� EAVP oE .1 - - -9ing etc­ SCALE. 314" - !'-V" -14ACALE 31481 If-VIF -116CALE. 314" me P-0" 0. St udol stud grade Douglas Fir - Larch 1\�,00000/ 1\� E. Post and S�eam dockJng utility grade Douglas Fir - Larch - 4" ORICK VEW-ER W, 22 6A COW C1.1. F. Ply shea thing CD Douglas Fir Ply 32.116 MAS. TIES 16 O.C. EIV NOTE; CS cliulam Beams 24F-V4 U.N.C. CoqcWTE 3000 PSI COMP, STREW-sT14 0 28 DAYS. 4" MAX. SLUMP SIDW-w AS N0190- 2 X 6 STEDS 0 �6" O-C- REIW.- A&TPf A605 GF-AM AW 2- Lknlaoo otherwise notad on plans, all extartlor window and door headma ON EFLEVATAONS, - 1-*" INSULATE TO R-41 VAPOR -�--2X6 STUDS 0 !6" or- ASSUMED 60LID UE16"Tar IW Fr-7 are to be 4 X 12, no. 2 Douglas Fir. VAPOR BAFMIER iw TYPE "XI, "D. MASED ON EQUIVALENT FLUID PRESSURE OF 30 PCF 3. Provide double jolt;ta under all parallel bearin, partitions (uno-). 15ARRIER ON ALLOWABLE $OIL MW&WRE- 1.5ee PSF, COEFFICIENT 9 ON Exr. 34 a r 4 Ca PL nL1000 4 to Er>(T. / , (--) "I--" FOR 3Ljr.>IWx FRICTION -3b, LATERAL SEARIN55 150 PCF. 4. Design loads; lu 3#4EATJ4INdk (24140)ON -0QEATkIW-v Roof 25 ps.l. (live load) FLAS'44INtS 42XN OF. FLFe JOTS. 2 X 6 P.T. SILL W/ PLASTIC (SEE FL RL PLAN FOR 4 11* X 10" A. 15. too P.S.I. -011 Stairs ateEp nm 61ZE AND SPACIWS) OR a rpo Ole_ IIIV Til PLAOTIC -r,!-2 21,12 to Ciarage floor 50 P.S.f. a 449' O.C.-l- UEEP TUBE W1 4N CONa SLA15 ON t.- Docks o 44sm O.C. ­-� MIL. VM. 11"your local arett requires dirfew an If ve loads, appyrprfatts lu 2 X 6 PDT. SILL OOL to Cj1QOUT­*\ changes to the structural members will have to be made, U- to oo -- R 19 R14310 INSULATION Cemoult with a local atr=tural argNear. Z ak, 1�-1# x 140" A.5. to 61-01 O.C. 5. Sol[ bearing pressure is assumed to be 1-500 V.S.F. 2 - 03 CONT 0 TOP 4" BRICK VENEER 07#4 V 6. Nailing schedule as per table 25-0, UB.C. T I tu 22 CsA. r-49W W. MAS. TYP. (WWA FP-41L ypical plywood mailing z I" AIRSPACE with Od nalls at b" oz. at adges and 12" oz. om Interior. TIES a 16 11 oz. EV. 40 ORICK LED,55E J91" 7. r.>ezk and balcony _guardrails to be 42" high with maximum opening 15ELOW 6RADE. spac;eo so that a 4" sphere cam not pass through N, 4" All UNDISTUPMED SOIL. 8. Phlovidot truss clip tre dotm at top plaidr truss connection such as 415RICK LED53C 4" # IDD.T. UNTW " 34 to "Simpson" 1423 per wde. aELOW C911RAVE 20" MINUS" A!OCK 4 FILTER FAEMC kWV. NOTE: IN6UL A 710N UrVISTUO4960 19ALLU67EMS Exterior walls R - 21 $OIL. NOT &40UN FOR Flat callittic 36 R - 30 FOUNDA 710N DETA 11- CLARITY vaulted r-oftingis R - 30 Uj R � I , ILI UPPER FLR Floors (over unheated area) - ds �) q 5 A6111144ALT EMLSION PAWEIN53 SCALE- 314" 1*-0" E6,amant wall$ R - 21 ON ALL B,�!NT �1� U14LLO (TYP.) Stab-on-gimd,* (24' F)"Offl dUCt 0411.) R - la CL N% 1. All expoated fmoulatrom to have a flame spread rating or less than 26 and 8AW ISAC11CFILL 'X, a smoke density of less thin 4,050. L?,4 a: 4 MA, 2 X 4 CL 2. Provide insulation baffles at roor vents Lrefer saves. SEP7. 20, 2004 40 rare oo 1\ 3. Provide a total or 113ee or attic aroo ventilation with 50% at the cornicc PROJEC 7 NO.: 04 bars SIM. SOCE 1/81 RETAIWa WALL C14,WT NOR, A�S TED 2 X 0 FLPZ JSTS. and 4cM at rlclga or gable vents. ON PLANS a 16" O.C.- 4. All exterior windows to L-e double glazed (U or 0,40). -1 5. All exterfor doors to be solid core with weathw'3tripping (U 0-20 RE KI a LQNf 04 bar* SIM. WE VS RETAINa "-L 04ART OPTIONAL KICK50ARD except maAm W" doew U a 0-94). LANDIW-jS 4 a C4*r-, SLAIS ON 6 I%YIL "or 11"'OCKET LPN M`16CELLANEO- Lub VAPOR BAFWER 4 4, CCII"W� MLL 1. All wrmdowo within f&" or Floor or within 24" or doors are to be tompered, IIIV Tj/ 9- 1�4 2. All ohower or tub enclosures are to have Parsty glazing (Ldwrored). Lt C, - 1 -(2)2 X 8 "DR 11� 3. Provide 1,12" moisture po­�ntro,^gypsum board arourOd tub and ahvwar %A -4 -a resistant ourrace Lp n ark--loourat, with a hard rof*tur L4 1) (3)2 X 12 STRINGERS 0 4. Each badroom to have a m1himum window opening or 5.1 *A with 01WAIN UAALL W/452.1. WSR . . . . . . . . 0714 04 2 X 4 T- a 1111"Imum width or 20" amel a m1mrmumrialght or 24". The sfol is V 3t4l, PLYWO. TREADS to be no more thm? 4411 off the floor. MM"16 P&7= 4 FqLTMR TR"AS PWOV KA990C MV. All *41lq 030) hts to be made with ofthsr tempered glass or talredgleas (U 10 610ACE TIT'lloff "Xit aliM 6. Provide combuotleN7 Sir vmff.e to all r1rarlacoo, wood otoveo and any Ar ALL USAME hooting appliances uolrg opm fl&w AREAS LIVER SrAfft MAIN FLFZ T eathrooms and utility roome are to be vdmted with a 90 cAm. Pan exhausted to the outside. Menge hoods and clothes dryorearto also to bog NO: A3 vented to the outside. FOLAYDATION DETAIL FOV40ATION orwL STAIR S&EwCTION A r,0 lighting layout, when Oww on the plans, Is meent to be used as to guide Mly. Voctrk--al switekwo and outlets ortio to L70 MOtAlIdIdAb par 10CAl vid that, owners r"kemafts. ��WALF, W I'-W SCALE.- 112#1 1 0-011 codes t. 9. Cabinet alavationo are root go-orally shown on the plono however, t cen bo firmiohed' Wonrequeot ae an addittoml SdrVICO. pok Ing "j""W kW fill 11"Ififiriff LEGMITY STRIP 1100owl Coot T . 10 1 1 12 1 1 3 1 1 a 19 21 22 23 24 25 26 27 28 3 A "k ONO mimic! 0=3RUN-T 4AI 01T 1 11111111111 -OR.7 to 5 -4" to to At! 12 0 01 2 -O-C. -* 2 !?.C.) i-hV to O-C ND T frail A _771- AL EDI NAILING PER PLAN -- EDGE NAILING PER .. ~C�CR,1'sUI � _ PLAN //�� //�� /� n .. .. .. . JJ VV __ 16d PER SHEAR PANEL -._ _- SHEAR PAYEE 1"t T �/"7L l�9NI-'f JOSEPH USE CTI OCHEDU-E -SFEARPANEL SHEATHING SHEATHING I EDGE - a n 1 NAILING PER PLAN NA21NG PER PLAN pM SHEE ATEHIWA /./ ' (CONTINUOUS TO GENRAL NOTE&: a ({Meso ro AMAS, HEGON NAILING -16d PER SHEAR PANEL TRUBB 70P GNORD) L At roof we .'9/32" CmIN LPA rated exterior odx I V� SCHEDULE HOEDOWN DCLT 0 MIN LAG DOLT &1WO. pywaxl. PER / �- 1'T•P'E (InJ DEPTH TO DEAN (In) TRUSSES PER PLAN 7. At walls use 15/37" (aft)APA rated exterior odx plywood (or OBD1 T� 11 i' q,AN .A-95 R PLATE ANCHORS 3. At (C)sheer panne use K" gW. bra. both eldseblodled it edges. O I PER SHEAR PANEL EDGE NAIL INC* 2 7" _- GADO R END 4. Use the standard (STr+)panel at all exterior wall* on plane. SCHEDULE PER PLAN -. 9 s (2X DLKG. S. Use doubts etude t . hold-down andrors, NOIR i AJAYB) a 4'-0" 6. Mhere Nisar panels .scar At DOTH SIDES of Wall studs: — -- C.C. A. Use 3x uble end blolata arc - at all a listed inmebend edges 7 �`- b. Use double the plats anchors ne at below. EDGE NAILING PER 7. At l ail t (F)shear panes he 3X eludcrblooking et all edfolning penal edges. SHEAR PANEL - PLAN A Nat( all peep 12" a u In the field. �� FLOOR✓0187 WITH TX 4 At (F)sheer panrls we .'S)92" (mint APA rated exter'or cdx plywood (or OOE.L d-EA7HING �_ SHEATHING i DLt'Y..KMG OR --- STUD WALL PER EDGE NAILING PER PLAN NAILING PER �TiIREDEO ROD • YHROUfiN NAILhK PLAN CONTINUOUS RIM ,0187 DOLT CONDITION, LAG DOLT PLAN � PER \- 2X D "AR PANEL SCHEDULE (9ee plena)LOJK OR CONTINUOUS AT LAG DOLT CONDITION (MIN PLAN -- ST 7 X 6 STUDS s 160 O.C. EMDED TO REAM PER TADLE ABOVE) TYM EPOE NAILANCt70R9 (or.) PL- F,,_ rod Tp.MATE ATE - -�-BEAM PER PLANA-" eoTron PL A-se BOLT(drJ HAIL -:",16�XU6AI MOLT CONDITION i U— ® ; KRAUS E ed a 6" non. L}" a 72" Ibd . e" 160 1 CANTILEVER 1 FLOOR/WALL 9 HOLD DOWN TO BEAM 13 GABLE END _ A ed a 6" . Ib I," a 24" 1601 . 6" 760 A R NIT C T P. G +It" • %" (503)6wAm 9 SCALE, 3/4" - I'-0" 9 SCALE: 314" + !'-0" 9 NO SCALE SCALE: 3/4" + 1'-0" -- F.(W3)65&6297 1559 SE 02 U SHEATHING I NAILING Sd • 3" a 011 6}" 112- Ibd a 3" 490 cV+n*. ..�mms �i _ PER PLAN �f° a Ib° I` SNEATHWA * EDGE Ibd PER SHEAR PANEL Ibd PER SHEAR PANEL r e��T a+Ao�r T TO BE NAILING PER PLAN 9G:EDULE 8 jVER1;=.r _ " . 72" wrL urm ff SCHEDULE G 5d cooler a 4" a 36" Ui" a 48" Ibrl a 17" 150 '��uRi°D�c�e*eo urslrreu Kd PER SHEAR PANEL rwe SCHEDULE / ING \ vases ALL omt mala A s1TF ROOF SHEATHING t BiEARWALL OFEATNMG ,� ca9nucro.R la To o,erx AYp FLOOR JOIST WITH 2X EDM NAIL BLOCKING PER PLAN NAILING PER PLAN t NAILINYs PER PLAN ® Sd • 4" a 12" Lg" . 18 16d a 4" 380 e9 I Acr� 1J 2X iuw�ix�'anrio pis I BLOCKING BAND = - A, • 24" cake MOs TO re START co JOIST I A-35 IE ANCHORS PER - T X 6 97,05 a Ib" OC. ) TTI . TIM 51c'45 li, X FO BLOCKING SHEAR PANEL SCHEDULE gN4� T (2)2Y. DLOCK(NG ----- . X 6. Af. SILL R wiH WALL PER PL SHEAR e Ad a 2" a e" : 86, !bd s 3" 640 �P�'°LcG°+euaraas I j _ ANCHOR DOLTS PER Tmm" Ibd PER SHEAR PANEL y r. SHEAR PANEL SCHEDULEH / •.. - T/!� Q e 10d1 T" a b" t}" o 12" Aida 2" 870 SCHEDULE 14 ST Ml STO. HOOK FfG,OC yL Aid R SHR EAPANEL P140/0111!P140/0111! HOLDO(lN PER " a R S'-0" MIN EA SIDE OF r- SCHEDULE PLAN ' W.D.-S, TYP. HOLD DOUN SGf-IEDULE (gee plane) EDGE NAILING FI JBT. UJ12X DLOCKINCT EDGE NAILING P AILER - e4 5AR • TOP OF- WALL F PER PLAN PLAN _ ,.`•:' ,r, WALL ! DOiTOM OF FTG. A-35 E ANCNORSA�__— .� :X :• (LOCATE B0T7"OM DAR SWEAWALL PER PER SHEARPANEL DOUDLE FULL HT. STUDS .{.i.�;.;. .. 3" CLR F4507TOM OF PLAN (WERE ScNEDIILE d M91AI7 STRAP L. FTCa.)5'-0" MIN EA SIDE a��J J I 14 STHD 14 STRAP HD.'S, TYP (HOCK PLAN NAIL NG PER TRUSS MNTH HANGER AROUND CORNERS IF CLC+. JST (FI -- 7 X b STUDS • I6" O.C, PLAN LIR! STHDI4RJ STRAP OPTION (DASHED) NECE58ARY) UST:a1hC BHEARIU411 SHEAT141ha NAILING PER PLAN Hrr HTT-22 SSTD 24 2 ROOF/WALL FOUNDATION DETAIL 10 INTERIOR WALL 14 I-IOLDOWN tv CORNER ar MBT-3T STRAP J j O3 SCALE: 3/4" . I'-O" 9 SCALE, 3/4" . i'-0" E PERPENDICULAR SCALE, 3/4" " 1'-0„ 46 MST-4e STRAP �-•� 60 MST-60 STRAP j ROOF SHEATHING t �IS6Cd RLSWEAR PANEL I ( Lite At 8"concrete „tem wall, anbed bolts min. 24") j 12 NAPLIN5 PER PLAN - 6A OD-6A 65,a-2e RAFTER OR TR188 TOP aA HD-8A 5678-28 Q VERIFY C40RD PER PLAN I l V TOA 170-10A J-BOLT ! CLE. JOT. OR TRUSS SHEAR PANEL a Ibd PER SHEAR PANEL 2 X i STUDS a Ib' J.(- 14A AID-14A J-BOLT DOOM CHORD PER E PER�1%. %/ SCHEDULE STUD WALL 77 i-PAHDT2 STRAP n! W INSULATIt7N DAPPLE EDGE NAILING SHEATWIWS t A-35 a ANCHORS PF-Q 02 P1.02 SOT15.24 ,N Z PER PI.ATN NAILING PER PLAN SHEAR PANELBHEAiaU.N_L OF$ATHMG DS P-1405 SBTD-24 `l v A-36 le ANCHORS PER SCHEDULE /- 1 NAILING PER PLAN Db PHDb 58713-28 W 1,, 4 J DD P'DH8 SOT0-28 OWIFDILLS EDGE NAILING PER -2��',T�I�- x W I 7 --EDGE NAIL MG PER I� PLAN-\NII II -_16d PER SHEAR PANEL NOTES (Bae plans) PLAN Z I t}'I '- A-35 E ANI PER uflluu dt�Itl_- _ SCHEDULE \ P I SHEAR PANEL *d PER d.EAR 2 x b a 16° Or- BTuD I I� BCHECULE 1. G;,JEAR U44LL SYMBOL PANEL / WALL WI7}I OHEATHIN45 1 SEE FLOG:R&II • •" -AK IN SNEATHNJG z �l SCHEDULE EDGE NAILIG PER PLAN I I\\ CONDITION DETAIL I e f416 LOCATIONShe - III TWO �I Type A SEE FCUNDA':'ION Hold don Andros �.. N C41NDITION M-rAIL -A-36 a ANCHORS PER lL IV L SHEAR PANEL 1 � SEE FLOOIeJ1.14t1 AND FOUNDATION SCHEDULE 1. ANCLIORS AT EXISTING FOOTING DETAILS FOR NAILS, PLATES, a ANCHOIsdi CONTINUOS" I ROOF/WALL PARALLEL JOISTS 11 INTERIOR WALL 15 SMEAR PANEL DET,41L w z U 9 B.^.ALC, 3/4' . I'-0" 9 SCALE, 3/4" + 1'-0" 9 PARALLEL 9 SCALE: 3/4" . I'-0" Use "rIcA " a " Brecon " acaesiw Inchon. Bee senufrpoturer'e f-I Z 0 �+ *peGlflc4llion and recosmandetlone for die. eC1u1V16M and *utellatlon. I ,B IM4411atlon to conform to local furrdicticn special Inspection requirements. 1- 16 — -r+/�\r� �— END WALL OND SWATHMS a HOLD 1JOIlNB PER -TAVT- Deb OCmIDIrIOV EDSE NAILMS W ID ErPL.AN 'T (DOTTED) STRAP PIeR PER PEAL �- = (UNLESS�NtDrED ANCHOR PMOLTS PR SEPT. 2% 1��1 PLAN 2SILL aN 7 X 4 FLAT SWEAR PANEL. 04116 ,o i 0731ERUSEI DM.00•IK,7J5 SCF47JI1LE EDSE NAIL MO `o, ------ ylhAN' HHOLD-LD- HEADERreE'AM PER PLAN I I CON- GLAD (w7ERE BVI&IQ(_JS: I �UN� 4r1G'�O R PER PLAN ocune6)FEAGHT VAREB a S P4.Atff - -- i OF STRAP :'r' '' M VERT. DARE a N" OC,sec art= L " W/STD. NOOK a III ' K7 . 4 — IhF (SCWSD LE FOR I TX OTUD6 a 4" ,:,'s S'-0" I &A 810E 6 3 Cxxic,� DOLE" PLATEN) O.C. X b WD-2AF7 .$ WALL CONDITION I (U - -4 DAR • TOP OF - - 7 I/li" i TOA '' WALL t DOTTOM OP FTS. j x 7 !7' WD-20A __ _ .f'�+:• (L,aCA.TE BOTTOM DAR 7 I ( '.� 3' CLR PA50TTOM OR '3 6�AID/STRAP 130° PFOI-O i':�'a';i�;'f. o:,: FTG,8'-0" MM EA SINE L (Del, III is Y NO: 4 HOLD PouN STRAP ns FOUNDATION DETAIL_ SC,", SCALE, 3/4' + 1'-0' SCALE. 3/4" , I'-C" OF TUIRTEEN I I �w�IbM �•peer/.re,r..»»..r,r.,.wrti„e..�..-w+nl*q.,..,-.._.__.. _.._,_. ...-_._..._.._ . ____...--- -._...._ - - - - - - - - . . _ ._.__ � --_ , ... .,......., _r_ . ,. ww•".R,...*.a...«......r. .m c% I, III '".yl i�n ISI �,'.p� liIIIIIIIIII 11Illh�lll 111 11111111111 Nflll III I IIIIIII,III� 11111 11 , 1 I l ill 11 I II I I myUl 111111 II 71111 t�l 011111 I� 11111 II ,I I III jll 111111 IIIIIIIII� . ., .; LE61eS.ITY eTRIh us.+ A (fie b • 10 I 1 IP I`4 to IQ 1 I! IQ 2 ![I Q2 29 2♦ 25 26 2l 213 2C 30 _ 25XI .. Js24�'C n ;a rI i . r. r.{4. l; I gD Q� JOSEPH E. KRAUSE �' _ 49"x 30"degp mine IC A KAMAS, OREGON ----- - - ---CONC.. PAYIW# SLOPE AWAY .. •. 11Y unah.tructod Floor apace - MI AV- - FR M CIl.IILDING « 4" i Ff. MIN. �R T� OF X AL Uhl 4 GLASS, 6T01®F.FWCN2' DOOR IT"min pipes--• p -- /- ►" INSIA_ �s«."'>,3.°� --- — - -- Hot water and drain ex osed under lavatories or sinks shall be —ALL". TI"II�SNOLD (FWR AN61 --- insulated or otherwise covered. There shall be no sharp or abrasive AL.U�2 FRAME tW DOOR M�i-WT IN�R CONT. �ER�ED OF r surfaces under lavatories. (1'IO�J.10.7.4) AA STOP A140 OVERHEAD I x 4J CONCEALED CLOSER -GONG. FLOOR SLAM, ° . SEE STI�1cr. L- - - — -- --ALL", DOOR /=mn---- —. - - �T- `— mfn►vwe - _. mar toe ` I f a Q 4 clsarenca A. 2 clBerencr 4"BRING V�rR / ° 1W MA8oNF9r TIES.--Z —1"AIRSPACE (Aj4 i rte°of.�EA WAY ^�. -- `•� 1/2" EXPANSIC'N JOINT depth- - V.:r,oR 8.41�1LR - C =" N4!L?BATT ►NBiLLarr.� DOOR PEED W 71; �4N501"l .� DOOR � s Ol D 5 LAVATCRr CLEARANCE6 NOLBb 6,����1I4rORCED KRAUSE 1 11 -' 0 SCALE: i�? " = 1'-0" J� �--, SCALE: 1�? 1 -® No scale laow.orr� —J� NCAca�r P'l11t Nq.AN 8©LaIFR ""a,;.BD.1W mrL. ARCHITECT P, '. WPM Ea 3/4"t r, BALL NOW TI41NI (503)656411 r" (VERIPrr) Fax 15031 656.6297 15259 SE 92 Or Suite 202 NaoT DNIRM aALV. rladmma,Ore�97015 L j L2 x a 1/1 X 114 LINTEL _LINE OF TILE (SEE LM1L�L EG,*IED!lLIL) THESE Pl.AN5 ARE FOR 7NE ALLO•i WrCp(U W/rN CON9rRUGr'0N OF CxvE Bl:1LGING WAINSCOT PER -- SEALANT'ALL AW700 -n4N) "rAL B!d"-AIC ONLY,AND ARE NOT TO BE CODE 1FEPRPDUGED IN ANY WAY 8S"X 4f"DEEP Il" - .9" I PE►8`1151f7N OF 7 FI ANI✓�TECITTEh — W `1Ml i_ THE AND SITE CGW TRA(:TOR 15 TO CHECK AND ,1 UNOD8.'.�c.ED CONGITION5 AND REP014Y ANY �'--- I INCL. GLQ$AJ _ __ F!.ODI�3f°Ac'[� NAD vEl�1FY ALL UIMEN510N9 3i"mfn b4"n►n O�PRIOR o n4E S TO N 5rARrOF ` --"-ALUM. ENTRY 8rSTEM ,� - -- -------- -- — -- SEr 1N MASTIC a" _- Il~max 42"min ALWAYa'Lr WRITTEN NC EN51ON� ALWAYS"AVEAV£h'ltfCEDENCE -ROD � 8E'ALANTL-, - ®ACICER ROOD � SEALANT � ( - ��bar - - OVER SCALED Ull`TEN510NS - — cvF,Rl�kr (� a l3ACKER 300 Fi4x EaN!•f rep•► 11" EXPANSION JOINT GONG. FLOOR 4LAD- 9 -,—^ r- i PILE / SEALANT ALL ANOLMD LOOR -Si.OP°E SEIc STI4JCNRAL / 1_. BASE \\ s 26 GA a I.FLAN IMG. r�o, 12 as aALv.WIRE •EVERT'2 8f rW LEGS SILL m4w4r"w f. !J„ %v �^ ° SLt7P'L"D N�OtbLOC7K NOr�Ebs► �aJ1B"Wi — y "mfn 18"mM C.ONC. �61L?EWALK -- cavc. t�opr►t� -- - -- max !e srRucrUR/Sl. 8BE STFAJGTURAL leer floor.pace % • 1S"O.a for lavatory s1LL Tj rf_ AL UM I NU�"l EN7R"'r 5 T'5 7 E `l 5 I L L, 4 UX $ CRAB 15AR CL.EARANCEST�)RI NW I Nix FOUNTAIN ! wiNDow owAolsIL L re-wL `a SCALE: 1!? " 1'-0" NO WALE 10NO ALB _ SCALE I112" = P-10" � � U1�4. N ' 120OR 7r�E5 (3/0 X 7/0 X 13.4 it T-rp.) U-: I Noun RATED �- PANICI-IARDWAiFE REQ � +b TYPICAL ,ExrMOIR EXTERIOR SNFARWALL - ',1 2X666 1 FdOt1PR RATED 1NTLeRIOR �, Z EXTERIOR SNEARUlALL I-SIDE INTERIOR SOL ID ----/SLUM: ENTR7' UJ/ 6"X6"MIN.SIGN SIZE DITERNATIONAL ? x hruD COQ 0008 TEM► '. GLASS SYMBOL ON BLUE CCR I17A.5,7 _ _5 _ __ 623 MIN. -- Q -�- ?-61DED 'Jl AldIJ4Ll UJI FV I R,', r WALL )� � ieAT,ED BUILDING ENT'RtY R ACCESSIALF. tu V 2 X 4 NBTUD INTERIOR - I H#6- !DASEMENT WALL - ♦ . �1 2X6STUD - - -_ 7'_ - - 4" 11VAL SruD MTE'IIRIOR � U i" 1"ETr4l aTLlra INTERNATIONAL SYMBOL or ACCEBsmmi-ry ♦n r � rvTrR►c� 7sr.�--- —_------ ----- ----- — U Uel r NaMr IlATEI3 ju W .' WA 5CV-1 U -- - U, hl 2 . 41L MBF) \wo \ UNFfkI( D� 4 r'+e+�t� Vee" �. 4 M040M ~m y� fir" aIrr 290 �yn�*yr. so � � -- 1_' �--+ �--�—� ---� SEF''. ?�j, 20P.�4 I I /A" ;ft7T. p.,,i I " t r`. " 1 f—. 19V " .f Of►' I rYm ' X ' 1 r—D ' X ' f T'f}•ff ' X ' K TYPE' ' X ' r rPE ' X ' 7 r re ' X ' 12 X f 6T11U8 L c .ADP.u 4" --4" ? X METAL BRAILL^ 04116 817, 78 ? x $TUG' ` STUDS ►• AIR r9�"'A -I" AIR SPACE �--? X 4 SN'66 --PL l"1►',U POM LrETTERSIZE FP1 RE1� 131 PL YWD Imm N ?RLJGTIlF",AL — anIMACn3eAc. A, v R-,e IF��l;l. � �-� �I I STIR1fC1Y1�4L 2 X 4 811,�?S IN CONTRASTING TI JM SIGNS.T BE 1/4"SIGN TTI CQNTRAS'I1NG COLOR TTP. r•f'1e1GAL EXT'MOR 'A" I NiUR RATF_D EXT. b" 2 X 4 W D!R'GF "C" 2 X 4 W � "D" ? :C b 11�1�'LM 'W" 4" I'VT'AL SAID Wr 'mit" � ROOM LETTERS k NUMBERSDItSl M T.&S LA SIGNS {" \� DESIGNATION SHALL BR RAISED i/92"MIN.Nk S IALI.HE �., (aI"IRAIRIA4LL) (".4RrLWLL) I - / SYMBOL SANS SERIP'UPPERCASE CHARA( PRS. — ACCOMPANIED BY GRADE 2 BRAI3,LE. o CCR 111.711.5.6.1; ADAAG 4.30.4 3 -••4" P'f~ - AIRY. vl9v�ltR QiYP faD &Nm I �l"C 77�' DD - " -- ."(3YP. IBD I YFV , X , 1T F/ T+�P IIAAL -1"I>,I+lIR1' T1,Pe , X ' '�_- BRAILLE 00ORWAYS LEADING TO MEN'S SANITARY &M W 1 Fi TOtm OF rUr4!- �. TACTILISSIGNAGS ON PAcUrIT_u RAL UDR IDENTIFIEDD R U�T�iD BY AN ti C�Y� --P1.7 ilU PER 1 —C.C4 • STRIKE SIDE H�DGEs+2"14NG ec A VPATFX PO1NfA1G 1" AIR &FDAGZ ST1lUCTLPt4L- _--? X 4 8'," OP DOOR UPWARD.Cr-R 1115.6.5;ADAAG 4.3.0.4 p 2 X i 6T1ID -2 X ` .9noo -1i MIL. Y1! - �'' I $ WOMEN9 SANITARY FACILITIES IES SHALL.BE to ft Yup BIDN 1. ,,4��,, `_ " , " ! ID"MPMD RYA CIRCLE 1/4"THICK Oc N -� _ rm � yn-1-7,. R-� �, 1 AIR SPACEZ X i STi�?8 I 12" DIAMETER. CCR 111.5 6.5t ADAAG ^' !t-I'E VOL `-�" � 4.90,4 i -- - - - ---- Tym 1 X ' -' -�c—. / IDENTIFIED BY AA 12' D1AM8TER M. CLE �J(f, ".1" 2 x B wr maw DA�I'�W tuAL.L'f"1" 6A0Lq1NW MLL TI" 2 X d INr No "P" 114"THICK Wrm 1/4"THICK HICK TRIANGLE J ANLL TORFT ROOM SIGN LOCATION SUPERIMPOSED WrfHOV CIRCLE. Cr c7 0. N ' SWAMAU111.51-51 ADAAG 4.90.4 REQUIRED SIGNAGE NO SCAM m i \ ,o OF TI IIRT EN u n jm WP!$ 1m.VWtm10q"_W _+V_re�"^""' �. .IAIR�..^....-........o...+.w.wwP+,..,....,,sa«.wnw•/ .+w!."w..........,,.--.......w-.. '1VVmV"mm'WRIIT-M,"^"F"^..........,...._....-....._....._.�, IRILfTY STRIP LAW- C, LEOn t Lin nn �nl lni nu inN nu nn ui+ a 11u� n , n ►ui i I� ul�il�i ilu�� . " to•Malm-1 I t ► 12 f3 14 IS 119 i19 Iq �a a1 Z� 23 �a 9B �!� >3 28 29 30 ,. .,..A,..". •' � :. err M s+u r , '1"n i C 1 11 I 1 C 1 U S 1 E C I F / C A 7 I C N S °• JO EPH E NRAUSE / 3 C3 U CKA4AS, OREGON i. GENERAJz R l,?UIRE,N"?ENTs 6. CARPENTRI IL EQUIPMENT OF A ORAL (UNLESS NOTED OTH PWW ON STRUCTURAL DRAWNG9) A FURNISHED I INSTA.LED BY OLLNER L ALL CCWSTRWTiCW ENAU C 010111 T TO ALL QIOrNT A JOIST, ETON", eTRRAiEI®9, COL-JI•NS DO.ULAS FIR LA 1 "2 Ahr DAL i, riex &TA., T'e`"°r,AI AID rrJnews COoee 12- CONVEPING srsTEMs d ANSI .AL,I. OnIR eTA/E. GONTY AND CIT'ORDINANCES AND :e> .STLDB DOUGLAS PIR LA/f>✓H, 'STUD° OR "STANDARD" 011115COXAn" PSRTAWN6 TIIEIKTO , - C. Itt'ICD IN CONTACTUI CONCRETE TO OE PRESSURE" TREATED A ELEVATOR! HANDICAP ACCESSIBLE, TWO STOP, BY "DOVER" OR APPROVED 7. TIM C WrRACTOR SHALL IIVfSTii VERIFY, .YID BE DOUMLAB FIR LATCH 02 IESPON BLE FOR ALL COI AND DMDISIONS OF TME PPOWWr Ara SHALL NOTIFY TkW AR-.FIITECT OF ANY DOCREP'ANCIEe I' D. "PROVIDE FIRE BLOCKIN3 0415111E '] E REQUIRED BY CODE �. AND NCLWSISrfNlClfe ofT i ORAIN•Yse, ePfCNIr_ArkVIe 13. MECNAiV/CAL AND PLUMBING ANC+ SDOSTI S WNDIT'I" PRIOR TO WOMIrrI43 DID. \E. PLYW'"OD APA STRJCT. II CD GRdpE WITH EXTERIOR GLUE S. CLNTRACrOR 511NOTIFY Tit AICMITEG'ABOUT ANY - A GENERAL, PER !PIC AND (NIPORI'1 PLU"IDNG CODE USE AC.BIT'.VC, PLASTIC CODITlCW REOUIRNe, A MOD,T'ICATIOI OR CI~ SEFOR. F NAIJ NG-PER 2'1-1-Q ef-WEDULk TABLE WASTE AND VENT PIMNS, COPPER SUPPLY PIPING, OR Or"ER PRO(1'EDu'LS UIrI TWE yKeeC APPROVED MATERIALS PER GODS CONTRACTOR TO PROVIDE 4 TW CONTRACTOR SMALL BE IW'SPONSWII-E FOR THE G. CONNECTORS '9 ", KC' OR APPROVED OE8153N ENGINEERING, PERMIT DRAWINGS AND SPECIFICATIONS ACpg,iTE M.ACEMtldrOF TIE OUILDINn CN TME SITE B. EXHAU8T III r0 VENT OUTSIDE TLACUtSW NON-GO`TOUBTIBLE VENT PIPING. 1 K RAU S E H CABINETRY ILLI.G STANDARD PLUSH OVERLAY PLASTIC LAMINATE S. RBER To armicruiii Ma WIGAL, I.fCTRICAL' AND W/COMACGRADE °VIAL WARDUTAW OR APPROVED PLU"BNS D"~FOR OTM"dONCRAL NOW AND 14. ELECTRICAL ARCHITECT PIC RECeIRRfMENTe , 00MOINATE WTH ARCHITECTURAL !MAK Ie. 1. COQ4TLWTOP - TORMICA• BRAND OR APPROVED PLASTIC LAMINATE (SIU�m r. ALL O"nin1CTION TO NROVIC! A WATERPROOF AND We.ATHERn6IT IIU6' OACKSPLASII OR APPROVED. A GENERAL, CONFORM TO NEG. AND APPLICABLE ELECTRICAL CODES. Tu eeT)6566]T BUILDNI CONTRACTOR STALL FLASH AND ell"K AS NECESSARY / I pT��T �/�./ CCIJTRACTOR TO PROVIDE DEBISNL ENGINEERING, s259 s n U, 7. ALL NSTALIAVOIS PER MAWrACTU1QR'S . SPEC:IFICATIOVB AND 1- 7WIFIRI IAL/1 'Olsr PETwIrr oR.awrNGe AND BPEc.IFICAnaNa. 5i"•10' O,du,uT,Onrm•]r/e NECO41ENDArlO16 _ TIIMO[wwe awe TOR rl@ - LLNITRIGTKN CP CYIe PIe.DAV3 C. NANDICAPPED AC"CE8812510TY A MORMLABS parr INSULATION R-1e Fe TYPE OROIe-OORNINS OR APPROVED D Y.allo awt Nor TO Be R-h F WALLS, R-28 w FLOOR, RI INSULATION • CIILN3, Pi POI-YBTrRENE w SLAGS AT WAIVE) AREAS. WIW Nn WAY - \ WTgIT T,!rXPw wo wNTTIN AT LEAST Ol WAIM MWTAN SHALL of ACCES&OLE AND ' FRRIIIQY PF 7W a1CMIRcr. USABLE or INDIVIDUALS N WrEfL0IA1RS ON EAC" FLOOR B. FLASHING, PROVIDE 26 GAL. METAL • ROOF COUNTER-PLASMINS, PENETRATION FLASHINGIMS CCIVTRAC M le TO O OC AW Fireblocking shall be installed m the following locations: Iii ML DFENease av0 are 2. PlSi1KTCMM AND FlevArOR6 SMALL of PROVIDED FOR MANDI- AND BABE FLASHMI!s. GUTTERS AND DOWNSPOUTS TO BE 26 GA PRE-PNINk?D METAL 1. In concealed spaces of stud walls and partitions, including L Ir"" ReFpFT a P P 9 ffm D M GTUINCWe TO Tule CARTED PRild" AS PER TIE LATEer wMON OF TIE STATE OF C CAULKING AND SEALANTS, CAULK AND/OR SEAL ALL EXPOSED INTERIOR AND EXTERIOR furred spaces, at the railing and floor levels and at 10-fool n Flcs FII M rwe Irawr d ORISON STRUCTURAL EITe1A1 rr C'Off CHAPTfIf It JOINTS ABOVE AND BELOW GRADE AND ALL THOSE INTERIOR AND EXTERIOR JOINTS AND c "Y#RC�"I WeTTeN DirRllrwe intervals both vertical and horizontal. .N.elare wave 11111!CIDINce L. EXIT DCC" APPE7DAMGE8 CONCEALED BY OTHER BUILDING MATERIALS, FLA614I ETC- WTH POLYEUIRMANEovlw ec ulD Dl+v+ela+e. 2. At all interconnections between concealed vertical and CAU.KWG AND/OR SEALANT MATERIAL ADIITTING NATURAL OR UNPAINTED SURPAGEB OR APPROVED. cOPnenwr Ixw horizontal spaces such as occur at soffits, drop ceilings and ALL DOORS OIIALL 19E OPERABLE FRI ng INSIDE UNTHWT tIL.E USE OF A KEY OR ANY SPECIAL 004OU EDW OR OfGRT OR hIRE D. PARE-STOP - 9T! OR APPROVED � cove Ceilings. SMALL of A READILY vISIOLE AID DURABLE SIGN ON OR ADJACENT E. BUILr-UP ROOFING BY GAF. OR APr9TOvED 3. In concealed spaces between stair stringers at the top and TO TTl ODOR STATNL I TIIS DOOR TO IR11Aw UNLOOCW WRNS BUSINESS HCUM• N I° HAI LEr1E"a F. BUILDING PAPER, ABP!-!ALT SAIVRATED FELT, A.STf2 62-76-1B, IS OR 5e9 POUND TYPE bottom of the run and between studs along and In line with i the run of stairs if the walls under the stairs are unfinished. 2. GLASS AND GLAZING BU6)ECT TO MIMAN IMPACT 89ALL COMPLY i (700.2.1) WITH TME LATEST CODER. 0. WIN2046 AND 1200R6 5. FLOOR OR I.ANDNG ON BOTH BIDES OF DOOM SHALL BE NOT —` 17ORE IRAN W LOIER THAW TOP OF TILE THR11FOWMD OF TME DOO MY A WOOD, I b" SOLID CORE AND CCI-FOF" TO ACCESSIBLE STANDARDS. PER SCHEWLE. "SIMIP80N' OR APPROVED (STAIN GRADE BIRCH) M METAL DOORS-eY CECO OR APPROVED D. DIMENSIONS 1%" 7IL0K SOLID CORE W/ 18 GAUGE FACE - I. ALL OIMENSK}IS STALL HAVE FIRIFFEWNCE OVER SCALE. C DOOR FRAMES - CECO 16 GAUGE OR APPROVED Z Al EXTERIOR OM441OIS ARE TO FACE OF STUD D. DOOR HAR01VA E - 8041-ACE OR APPROVED, WTH LEVER UNLESS OWOUN OTR2RII6E HANDLES, CLOSERS AND WALL BTOPB PER HADA.AP ACCESS arQNDARD6, 6A81¢TM-RIlR'SCO OR APPROVED, Burns-BALL BEARING E. FIRE ALL "416 S TO MATCH EXISrI I. ALL LEON_ EXITS ARE TO of CPCRAMS FROM nff INSIDE E ALL.MNI WORN F ROMr 110001105 AND DOORS 'KAWVEER" APPROVED 9M Irt r"ff Off OF A AMY, SP=AL BRtlRT, OR KNIOALROM WTH TEMPERED GLASS AND ALUM.. TT#RBOWOLD, DARK AND SHALL OF PROvrDLD UM TXIT•BIONS I" BLOIS. CODE. BRONZE FINISH, MARIXWIeW, ROLM PACE 2. DRAFT STOPS AND FIRE STOPS, ILFIRE REOJIRED, SHALL LSE F. ALL WNDOWS AMI SKYLISWT8 TO BE INSULATED GLABB WAVING A TESTED "U" VALUE PER THE INSTALLED ACCORD#I TO LATEST CODES PENETRArl" N CREWN STATE ENEMY CODE, "BRSToLITE" OR APPROVED. PROVIDE TEMPERED CLAM AT GLASS DOORS FLO7R/CLG OR ROOF/CI_G. 8MALL BE FIRE STOPPED UWRiE AND N WINDOU S LESS THAN 16" ABOVE FLOOR AND WTI IN 24" OF DOORS. OW_ REQUIRED AND AT ALL FIRE RATED ASSEMBLIES. `IU Q ALL EXTERIORDOORS TO MEINSULATED METAL WTH METAL FRAME AS SELECTED BY OIINER ALL LIU F. D9TVLITION ALLEXTERIOR EIN ERIOORR DOORS TO BE SOLID CORE WTH METAL FRAMES,, OREGON OLIALL "IS A TESTED 'U" VALUE PER TW. STATE ENERGrY CODE. � (� I. PROTECT EXISTING VEGETATION, UP01IED AND STR1UCTIARAL SYSTEM. C `l V'WPY ALL LOCATIONS. 9- T-INISH U �Q 2. PATCH AND REPAIR D!9TUROED AREA TO MATCH EXISTING UNLESS lu, �l jry NOTED OTWR WISE. A PANT - 2 COATS I FRS'lR FLAT w WALLS, SEMI CLOW • EXPOSED METAL, 'RNOODA PAINT" OR APPROVED tu CIL P'PMMA71" (SEE 11AlII TNRU 31AII) r Z la STAN - of-7•Mwc OR APPROVED L WALL AND C8111I PENEIRATIONS TO COWO!RM TO OSSC - 2 COATS STAN, PRIMER REALER AND POI_YLIKETFIANE STANDARD 7-1 AND 74 VARNISH TO MATCH EXISTING Z '� 2. FMD T RArWW TO COMOR9 TO MW STANDARD 1-e C. GYMIPT WALL BOARD - 'GOLD BOND" OR APPROVED RS" TYPE 'X' & K 5. PB�TRATIONS OF RATED WALLS AND CEILII SHALL BE PROTECTED WALLBOARD PER CSBC 70SA AND 7Y0 GYP&1T WALLBAARD WOWAND MAIERRIALB SHALL MEET ALL REQW71116NENT8 OF ANSI NO. 97-I FOR TILE "APPLICATKN" AND FINIeHNG OF ".-LBOAFD.' JOINT 00MPl71ND OYOTEM MIXED, a APPLIED AND W181I N COMPLIANCE UMMAAFACTURER6 PRINTED DIREC71", TO BE 2. 617E IUOI�C VISIBLE AFTER FNISHED, NCL10M ALL METAL CORER WAG9 AID TRIM W U A PAVP'!M- 21S"AC PAVM UN 6" OF AA' - O• D. ACOUSTICAL LAY-IN CEILING I dMID x ULU O I CRu814D ABG. BASE L ARMSTRONG CORRTEB.A' W41TE W TNI 2'X 4'STANDAREDD EXPOSW U III ? W Q WALKS - 4" CONIC. WTH SI 25M PSTWAN3TH • 26 DAYS UX0.. TOOLED lit BIND 81f8PLR'DID OR APPROVEDti� . n/ JONTB • BI-110, OC _ RL Z _ Y cc 2. SUSPENDED CEILING dIM" SMALL GON'Gtilt0 1 LBC CODE ti x 0 L C. CMAN LINK PENCN6 BY CYCLONE FENCE OR APPRIOI STANDARD 28-2 /°'S,°y' � E. CARPET: A8 APPROVED �ArE• - .3SPryGT� F. MAT4600H WN LS, 4" HILI" MN. PYP°ERAOUS 914NSCOr 'DAL TILE' OR APPROVED PER CODE SEPT 20), 2CO4 (UNLp,66 NOTED oTILeTRijim 01 BrPwTURA. DRAWrna) A MN 2WO PSI CONCRETE a 28 DAYS WTH REKWO CM STEEL ASTM G. IN"" WALL BASE - QRIySiR1O'A'S OR APPROVED , ' y T NO .: 04116 ASB GRADE 6C Ill H FLOOR TILE- DAL TILE OR APPC)V IED WTH SCRE LAB- TE UNDER LAYMEN' 0 W:IOD FLOOR B MN 90% COMPAGrRON UrDER 0.TIC. SLABS. FLOOR PANELS BY NArIONAL GYPS114 OR APPROVED RnEVI810N8_ I. PARKN6 LOT PANT - RI40DOA• OR APPROVED UNITE COLOR �! •` I'L 4. Mg MRI' J Vi ROGR- Ae APPROVED A FACE BRAC /CONA7ryS/f TLE, ` 4"MAOONRr T111TU+IL MATilMALS' OR APPIROWD. s-rrFrAL UD. sPFc►ALrrEs (U8.l80 NOTED OI74ffPMM ON 9TWAJCTUeAL DRA~) A TOILET PARTrrILMIS - SANTrETAL' ACADEMY BAKE1 :N APEL FINIBFI OR APPI r A ALL STM ro BE A-s6 U'lfss MOTE C2TeillalreE D °RAD BARS - �fM'NDI OR APPROVED STAINLESS WIN S STEEL FINISH -auE Gf BARO Pray ILwDPCA• AcxxeeroLE eTND'e. D. ALL S'ritin BOL TO To W A22P AT STRUGTUR AL STEEL JOINTS C HANDICAP PARPCSb 86" '191110" OR A"PRtMD METAL SIGN PER 1 C. MxPAN WON eOLT9 ASLO', T1l'1POIi OR APPROVED. HANOK..AP ACCESSIBLE STANDARDS WV GA_v. METAL PTE rIOLW. D. ACCESS ALU"RSM LA0DER4">eD AS AP 44OVED PER CODE MN D. BTRICTURA. %W0 ASTM 8810 OWDR-D'A • 46 K9.1 E. Agee !ROOF HATt^FI- 'BILGP' OR Arn[oI NO: f. METAL STUDS - DALfI OR I! CIA STANDARD NTN-MARrAs CW env 1 %•X.5 I!' F AW, • "ROM 6Ttl1_EXTEIkALI-Y TMEADfD ETANDAIeD P1AerLslree a � OF THIRTEEN till IIIA !III 1111 IIII illl'!III 11!1 11111111111111111 IIII hll 1111 IIII 11!.11111 r! IIII III II 1 IIII I-���I�I IIII III I�IIII 111! IIII 1" 'I lilllllll 11119!11111114II I(I III I!1I11IIIn11 111111 II 111IIIIIII111111111 IIII 111111 Ill Ili 11111 I'll I I I I III IIII IIII LEON .rn arrow. . cma i i 1 1 1111tillII I I i ( j I I II I I do s :I rrb d�a I j .j lOn.1n ! d b 6 i 6 10 11 17 13 14 Ie 17 is 16 1 ss a A a s7 a 86 ao It 25X .0 Y e ] t I� . • . • . • • ���D Ake IYI • • •• •. JOSPH E. KRAUSE �� Y • • : . • ••• .•. }C. CKAMAS, OREGON t. Fc r�ic�a� s rrr a o r _ — LAW4T FIXTURES _ &UIrCkES REcE"EG CAN LIGHT SINGLE ftXE' SWITCN N04.NMAW AFI { R�C�SSCD c,Av LI6Nr $3 rkREE-U44Y 6WITCN _ _ _ — _ _ _ ___:_ _ NO MfaIl.A1lIJ AA^JI OR NC�1-�.ATm I -� ItI`GESSEO CAJv' - fE'r7<DALL �� FG�UR-WAY' SWITCH I, FUTURE TENANTS, ME'C!-IAN1cAL Ga1V'tRAGTOR ro nrwa.aren AW cue Nei l-11141 r� - -— _ - - ` .- _- I ,.I - _--- -Y - - -- - -- - - ^ - ._.-- _ , PROVIDE SEPARATE DI�PAWINGf3/INI�I'1At10N FOR CEILING SURFACE` MOUNT LIGHT SWITGN W/ DIMMER r -- - _ - - - -_ I�+ T I LIFE BAf "Tl', SMOKE DETECTORS, FIRE DAMPERS fI�ATrro AM"c"1**M,#81/LA� OUTLETS - I - -� GE`IL IN s 9UAi!FACE MOUNT LIGHT OUTLETS - ------— — __ � -1--- -- — - n"cry DUPLEX OUTLET - -- -- - — — - Y — — _, ,�-- -- -- — -- — --._ --- -- — — -- -- _-- ? FUTURE 7irNArVTB PLUMDIN:s CONTRACTOR TO Iwo Hat T — .--_ - - - PROVIDE SEPARATE DRAWING&/I fATION FOR -J WALL SLIMPACE MOUNT L IGNT ___ _._ --- - DUPLEX OUTLET � LIFE .SAFETY, SMOKE DETECTORS, FIRE DAMPERS � MISC. FIXTURRES _ _ –_ W VCxr- woTfmarn111I \ `'-- _ — — ETC. __ u KRAUSE, 0 EXWAUST FAN �, DUPLEX OUTLET I � \ ,,,,�,n,�Ia !r HaLr-a�tac a+�uLr�rfaeafrrea I �, I J. FUTURE' TtNANtf?I ELLCTRPCAL CONTR4CrOR TO Rt,;ceSSeD CAN - EYEf'9ALL ~I __ I I PROVIDE SEPARATE DRAWINGS/ItiFCV"IATION FOR ARCHITECT P. C. DUPLEX OUTLET I I \ ft: Lit" uo Hxr-wurTu►�ID �I Elm SAFETY, SMOKE DETECTORS, FARE DAMPERS t=r,;T�3R DUPLEX OUTLET. � I (503)bsF.nm 'ID.SMOKE DEL � I r fax 1259 L B2 97 Dr Illrv. - WTKAC, ,.r ALL ILOrGAII 720 HSLr -0444Mf/fJ11y" I 15259 Sf.H2 Dr. -� DIRECT WIRE CONNECTION I --- - __ _ I suite 2oz r� �� QatJramas,O►ratgon 97015 ?-7U5E I"1.0l.IRESCENT I I -- '� iELI?PNONE aY�TLET — I L — — — I I rNE•sE PLANS ARE FOR TNI ONLY,ANC T ARE NOION OF OT TO SE.GING CAME TELEVISION OUTLET (J I \/ I i r I I REPour T"EG IN ANY UAt \\ I I r ( I PF.l�51ON OF TNE� RCNITECIT. THE CONTRACTOR 15 TO CHECK AND VERIFY ALL DIMENSIONS AND SJTE C.ONI ` — V—— __ —. — —_. III ERROW-IGVS AND REPORT ANY _1 1 ( ERRCE RI OMISSIONS TO T O 16 OFFICE FRIOR TO THE !)TART Cr` ?' X 4' l�-T'UDEI I 1 I CONSTRUCTION WRITTEN GIML�NSION9 i- r % 1 I \ I ALU/AY5 WAVE PRECEDENCE LAY-IN I I I DYEId 5G.lLEG DIPiENSIG'h�> FLOILMSCE!"i 1 N.L. • NIGNTL I6rF�T I 1 coPYRIGNr �Cj zmr a I 1 I I ® PULL STATION I I I I DUAL NERD / EMERGENCY L JGNTING ^_ — [r/0 X b/r0 F"I 4 f� EXIT SION ( arP�. I �.► ( I r x �. in II � I (�� I8" 81I-LITLl I ( ly I lu r F � v w I I I � I I W i v Q TE:. I, --- -- _ — I SEPT. 29 2004 f I I I I 04116 LN M Q The highest operable part of environmental and other controls, 1 dispensers, electrical and communication system receptacles on n walls and other operable equipment shall be within at least one of I the reach ranges specified in Section 1109.2, and not less than 36 I inches above the floor. Electrical and communications gystem f receptacles on walls shall be mounted no less than 15 inches above the floor (1109.3.2.) rn NO: MAIN FLOOR FLAN SCAL r 114" • It-a„ �- CF THIRTEEN --- - - - - - -- --- - - Y. ,. . }Mmn7K�x«Mr +rlu�rl4'�11 ^...-•,...,...-+..eYr.-..-..._. ._......, ..«-„,,, .w,.,w..•.,...+. ^--•.w .._ _._.. ..._._ ._.,_„,-..., , ..:. .: ,,.,. . - :. -. 'aMM11dIRt►.4YiAtlip , ltQea•�!Sfii�fq tikl0lrti,;r.: Y. .. .^tr .... ,., ;.rs.Ytrr^ Con f. flit flni,Innluil tiu ,ui nfflfu► ,nllnff uuluu iul�luu �Ililll�i u�fli!fi fiu fflfi I il.E �T lot” ern L4 it 1 t� f 3 I4 +• ! 1 f�! ll5i O PSI S I2 2I3 '214 2L5 218 2I7 218 218 .310 r y� tfi ! t I A 4 dd 'e yy r ✓p,7i5 6Jy�j , ^ rit . 1AII WN t i