Loading...
9355 SW MCDONALD STREET-8 Sep II, 2003 - 2:13pm OMA ISAN I /1 I I D. UE 1949 J - Y` .3' F3AR(:iWlliL 1•I.:NCT 7 . PROPOSED UJE bT ADDITION ' ® Or `Q) 101 33 10_ v?' `-�- - _� 302.66' S87-37-32'E I • -- 0 _ w NEW CONCRETE _ 1 _ ' — _ _ — H o PATH A 15 EXISTING ftp —� ft• _ - - - — _ _ WALKWAY w 41' o MCDONALD 8T. 4 I 0. t x W w NEW CONCRB�E ;`.•, I I ' PATH ktiti• '� I I I / — �\\` �\ '� ?3 ,_,, y I \ t.7. x — — — — � X \ ��. �;� 238' ® VICINITY MAP EXISTING " x x' WALKWAY X x X LOT SIZE ■ 81,982 S/F (1.882 ACRES) �•.•� I ■ 7 /� B e '\� \� NEW CONCRETE I BUILDINCx FOOL PRINT 18,66 S � �'�' EN RY ® .� PATH e r PROPOSED (2) STORY ■ 36,0151 S/F �: = 48 BEDS6 SERVICE o5 ` 111111111• ft♦ .•;,. 11111111 _ ° o m ■ PR0PO5ED EAST ADDITION o TRAI_H ' ' ENCI.o6UIQE EXI TK AY NG WA f'�4RKIN�: STANDARD II .____ 1.8 . 9 16 15 14. 00 COMPACT 7 i' _ I _ N l9 TOTAL 19 12'-��, i ►'- _.. I. i/? ?i,l , , � � 0 - _ .. tin 1 I it , Q ��•' - I I I � c 9 13 � N 1 ZONING PAErsING �QU1jjj!jEI T5: Z Irr i ' ' -� 4NDSCAPE ISLAND I I 11? I TOPOGRAPHY LEGEND: I 18 PARKING SPACES _ _�. _-- --- -.. N • FOLINU IRON ROD AS NOTED W I o 1 x -^ 1 1 Ln ._ ._I -' " C vim^ 10 00 AT ` j POWER POLE , GENERAL NOTESGv >? X GAS VALVE I i � 1 �-(P' C 2I -0 13' l 1/4' cam! "^' I. CONTRACTOR SHALL VERIFY ND CONFIRM 'r'a �01 A C n Da WATER VALVE EXISTING CONDITIONS SHOWN OR IMPLIED ON ' :� I •0' 2 3 4 5 C �� 2 WATER ' DRAWINGS PRIOR TO START OF CONSTRUCTION ' i' 1 OR ORDERING MATERIAL. NOTIFY A/E OF ANY I 1 6 `� y METER D113CREPANCIES. o•' 0 MAIL BOX I A 1 ?. ALL WORK TO CONFORMt0 THE REQUIREMENTS1 01b; 't ' QS SANITARY SEWER MANHOLE ' OF THE CITY OF TIGARD AND THE CURRENT N °✓? •I �, If I �1 EDITIONS OF THE UNIFORM BUILDING, PLUMBING1 z 5'-0' ' ?4,_0, \ �Z•C (3 II ■ CATCH BASIN AND FIRE CODES. n- � `Ci f Or 231' I 3. TREES SHALL BE MAINTAIh�D IN GOOD WEALTH. HOWEVER TREES MAY NOT BE TRIMMED OR PRUNED TO REDUCE THE NATURAL HEIGHT OR OVERALL CROWN ' V) I B OF THE TREE, EXCEPT A8 NECESSARY FOR THE HEALTH �/ / I OF THE TREE AND PUBLIC SAFETY, OR AS OTHERWISE BE APPROVED BY THE DEVELOPMENT DEPARTMENT. -00 I ai I I 1 � 1 ' dl iZ °00•° I I RECEWFE SEP 12 26uj ° LITY OF TIGARD BUILDING DIVISION � 1 _ SrIE PLAN ------- * B 1 , --_•diff�II� 1 I ]RIV ► CIfY FTI 'ARD ��og ' cr 1 % ` , /I pp , � / 1 A roved.. ..U•••••• I Y y p � � Conditional) A proved........ . -- I McribOe( i'baYi.32, 1 -- For only the w 1 B I PERMIT NO. __3 � ta: Follaw. ' Sea Letter . •• " --- ' _ J '""'_-,r----w,-..,__ 3.80 • , . ,., --_. _ _ �-_� f„�;i 1 �h ,, Aadr� �� 4 tt _ �•� „ ,•• --' 1 /� /��7G Date. V.�--�� I M4 L5 IT 1''9187 al DII 302 60' ''.�,-',.._,.,,,,,�;•�..;_:,,,;., ' w - (� tij/AUA _ ._ ........._. .. .. S88 9 11 V. T /'J ATE 09/08/2003 U � - -......__.... _. l ......-... ' - FILE a 1 0 dwg - - - - _ _ _ LD [t:J �Ru.0 f7P (N JOB 992251 DUN RKT I CHK L McDonald Str.9355 CWV _ B f0P2003-00532 1 I 1 61TE � moo SCALE • r . 20'-0 _ OF: SHEETS J:\S-Z\Woodland Heights\g$, OFFICE C JPY 1M�k:?! Ytlk":Y'F"' n•w,xarvwm°.rn°cte..,•r -...nc ,o ,w»esr-ua°a .,:: ul�narwwMN.wc'Wr..faY.'t`w+.:YM��Kin*:e,gcI:4.�ClaWu.!e'•• _,. .. fi: ..,,,.,, ,. ,..,.. ,;,:;,. <.u,,,,,,,,.,tr, .,,,..„.,.„tm. -,....._,.n^.>......., ...........:alr !dY='-'titin rtinrw,t..e,•tlKMu.. NOTICE: IF THE PRINT OR TYPE ON ANY T-----�- V—ill I I-.1-1 IT_1-- , I r_1I I►11 I_11- _�-I_I_I-I._1 I._I 1II_I_1-I—II 6 -I-1-- I11_1_(_I_I_I-I-I IMAGE IS NOT AS CLEAR AS THIS NOTICE, �III IIII I III III(T I I�I I l I I LI I- 0II II�III I I I I I I I III � III V I I I 81 L L Ja4 IT IS DUE TO THE QUALITY OF THE Nc.36 III��II�►Ii�ll�l �I�II�����I��I ���� �I���IIg�� zI�I� I���IIIII► ►�I�� ti►I�►If�sIIzIIII�III� z������illillzliilTT�oIzII �I►IIoI fIIII IIeIIlIiII ��i � s11t s�t i�bIi sT z s�I Il�lifl11lelI llIIllW�r, l—II llI l'g II1 s iti s z I T�I.►�»111 01ORIGINAL DOCUMENT tt t IllllII1111111 III « 1�1� 1 111 uIIII N Sep II, 2003 - 2,Ibpm A lee, -------- -- — 3 3 � I Al:10 A4.0 A40 OM 01 A5,0 A5.0 5 0 0 MIO, OREGO 1949 12 12! OF Q$V 04� l I� i a - - I I` 1 N MEN9 - G2 9 - -- - - - - -- — - - -- - - -- w I I I a 1 V I... d 1a JE�.-T 7G — BEDROOM \ \ I I I \ \ BEDROOM I N \ �Tj [ I \ ' '' ►-+ '4 ® D \�(� i I - I i ��(� I D A A ® D \ i i \ 1 D A a 1 , , I ] Cil O � ® ��� / © V s I I O qr- W L__ I f 7 'I I D 1 `.� ;� G iy4 gV- 1 " �_ i -- .i 2 LIVI - -�-- .., `.� I I® LIVING � - � B O I -- --�- - - - -�-- �" I O � 1 I I IOl I B WITHOUTUNIT-9 G r 8 f ._J � � I ► _r___�._ � _. , __ _: . .__�Ili _�_ .�a �►:__. - --_. ; - _ _ ........... 1 -- - - - �– Ili z — (.. _...._� ..� ...� I_`.� I.- -._......I I _.. "r Lll�dG 11 .. I C_l 1 y n 3 I LLY.Id� II � ) l_� ? ) J O l � � � _. _ UNIT- C O LIVING �' 2 4 "! EQ. 5'-0' EQ. 2 UNIT - G 2 LIVING - 2 A5m Eft, 5 -m EQ. 2 - 208 50 F-V: EQ. 5'-0' EQ:, ® - -�-- EQ.-� (02 BEDROOM \ ,, �� ,x ( , 6 \ � D ED in �- 3 4 I I I��:ooM I I I I I I I 1 0 - - - - - -- - - - _ - - - - - - - 0D a - ' — -- - I L) , l O M ROOM 1...�._ 4 _ . � - - Fi7 -.. I i I I I Air— UNIT - A 0 . 6'-011 �'j UNIT- A 9 ' 1 w-0- F201 '-01 et 9 77, (DF F' I I I I t I F' F' PROPOSED F' NEW ADDITION PROPOSED A PROPOSED I PROPOSED 14'-0' NEW ADDITION NEW ADDITION NEW ADDITION � 1 3 3 A4.1 4.0 3 3 A4.1 A4,0 I N N N N FIRSTFLOOR FLAN 2 FIRST FFLAN 3 FIRST FFLANK-4 SECOND FLOOR FLAN A�-llSCALE: 1/8 I 0 A2.0 SCALE: I/8 I V FIRST' FLOOR PLAN,SCALE: 1/8" I'-0" Aa.OSCALE: I/S" - i'-�' - '- - - " 1 SECOND FLOOR PL FOUNDATION PIAN' 65, _ F.O. PWD SHEATHING 0 5 RBVIM" 88 W/ PWD W/0 PWD 2x6 STUDS 2x4 STUDS PLAN f J • I b' O.G. I - / • 16, O,G. x' FLOOR 1 LAN KEYNOTES - J/� I/2' PLYWOOD � � J 3 SOUND BATT 3' SOUND BATT ) ' � BUILDING PAPER I� ,. 1 - 2x4 STUDS 10 REMOVE EXISTING HORIZ. SIDING. APPLY (i) © CLOSET SLIDING DOOR TO MATCH EXISTING ' FIBER CEMENT BOARD OR RESILIENT CHAIdNF;.g LAYER GYP. BD. OVER EXISTING PLYWD. Al, \� VINYL SIDING /� WORM • 24' O.C. • I6 O.C. SHEATHING 9O 6'-0' X "I'-0' VINYL SLIDING DOOR - ON ONE SIDE I lU LAYER 5/8' TYPE 'X' U REMOVE EXISTING WINDOW AND P,T,A,C. UNIT. REMOVE EXISTING FIXED WINDOW, INFILL �1 -- FIBER CEME`:T BOARD OR �' TYPE 'X' GYP.LAYER /8' EA. SIDE, OPEN BEL DW WINDOW SILL AND INSTALL STUD WALL, FINISH TO MATCH EXISTING WOOD CAe'NG DATE 09/08/2003 TYPE 'X' GYP. WALL BD. STAGGER WALLBOARD FILE o2.0,dwg �� VINYL SIDING JOINT.) BETWEEN LAYERS II 4'-0' X l'-0' NEW OPENING IN EXISTING GYP. WALL BD. ��J EA. SDE �3 RE INSTALL EXISTING WINDOW AND PTAC WALL, WITH WOOD CASING I INSIDE FACE -- � � � � � . -� %' TYPE 'X' R-19 BATT GYPSUM SHEATHING /1/2' PLYWOOD $HEAr2 UNIT INSULATION �� -- /-- ` --" . DIAPHRAGM WHERE JOB 99225 LATH OVER BUILDING PAPER 12 METAL GUARD RAIL 3'-6' NIGH ` INDICATED ON STRUCTURAL NEW WINDOW 1'O MATCH EXISTING DWN RKT �HK JM TYP. SEPARATION WALL ® NEW FURRING McDonald -0 9355 TYP, EXTERIOR WALL % TYP. PARTY WALL UL-U305 BoUP20031000532 U.L.NO. U348 / WP8105 UL-311 ,o OPENING AND PAIR SLIDING DOOR TO MATCH EXISTING 5 WALL T ' /fjN � WALL TYPE W , WALL TNp ' O NEW 3'Xl' DOOR TO MATCH EXISTING 00 �(•� � BATHROOM DOOR Aa.m SCALE: I V2" = I'-o' Aa SCALA: Ilit" = I'-Q" A2•m SCALE: I lit' I'-0' 'JF SHEETS — J;\S-Z\Woodland Heights\992251\cd\8-29-03\ 9 1 i t III V I I I III � 1 I I I I I LI 1 .1 i_ r I 1 1I1 r r r l f f f Ii I 1 I�' 1 1 1 ► I I I 1 1 1 1 I I IIII I I I 1 I I I 1 1 I I I l l l l IIII I I I I,f I I lvi I I I•-I-! I I I I - --- , NOTICE: IF THE PRINT OR TYPE ON ANY I J I I I I I I I I I I III III I I ( I I f III I I �- I I III I I I I III III III I I III 1 1 1 1 1 III III ! ' _ I cI �I I ' IMAGE IS NOT AS CLEAR AS THIS NOTICE, - ---- --11- _---- �----- --__31-.----------41.___. J_---I - -�L--- 1- I_-BI--- l__-I_- U.L . --I_ 1 _ J N.3e IT IS DUE TO THE QUALITY OF THE _ ----- - - r ORIGINAL DOCUMENT B ez 8Z LZ 9r7, dZ i'Z EiTZ tf� 01� Ht 8t Gt 9T t'­t­__,W,_,_i___ 9IIIIIIIIIIIIIIIIIII(I IIIIIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIiIIIII!!1I11111111111IIIlIIIIIIIII!I�Illl�lllllllll llllllllllll 1111 !111��1111 ! II IIII IIIIIII IIIIIIIIIII I IIII IIII I I �IIIII —� Sep 11, 2003 - 2:15pm APO 15 MAS MO N I EGO 1949 OF 0 a LIMILIM N K W zH r ' n Q`1 V W V J \ NEW ROOF TO MATCH EXISTING NEW ROOF TO O x n MATCH EXISTING o REINSTALL EXISTING REINSTALL EXISTING 5 ° DOWNSPOUT DOWNSPOUT I ' w a 04 � V a II II II II � y 4 II II II II II II I II ROOF DRAIN/ OVERFLOW TO MATCH EXISTING I I PE II II 112 II I! I I II I I I II - - - 41 - - - - - --- - B FLAT ROOF TO MATCH EXISTING I SLO I II 5111 NEW ROOF TO I I SLOPE SLOzE MATCH EXISTING I I > ROOF DRAIN/ OVERFLOW I _ I I I I t0 MATCH EXISTING F� REMOVE EXISTING I �' zEXIBTING ROOF I I PLAT ROOF TO ROOF OVERHANG EXISTING ROOF I I I MATCH EXISTING NEW METAL GUTTER I I I Ilie NEW ROOF TO TO MATCH EXISTING I I i l MATCH EXISTING soREII I NSTALL EXISTING II DOWNSPOUT w II II I I A I REMOVE EXISTING ROOF OVERHANG 1 I I NEW METAL GUTTER TO MATCH EXISTING I I REINSTALL EXISTING I I � I I DOWNSPOUT F -- - - - - _ II I ROOF PLAN RRV1 IK" DATE 09/08/2003 FILE a3,0.dwg N JOB 992251 ROOF FLAN DWI RKT I CNK NML McDonald Str. 9355 ©UP2003-00532 3•D SCALE: 1/8" = 1'-0" 3 of 10 h' 1u*0 i 1 r t r i —�- -- OF SHEETS J:\S—Z\Woodlond Heights\9Ei, NOTICE: IF THE PRINT OR TYPE ON ANY r�ril�rli �ill� l lllllll lllji i 1� 111Ji Illll t I�1f1�1 r1.r.�r� 1111111 11111 111!J111 1111111 -1111111 IIIA t IIIIIII II11f11 Ili-Jill llllr f 1111111 111IIII I�IIIII Illllll IIIIIII I II f II I II I 1 2 4 1 6 8 10 11 12 i= IMAGE IS NOT AS CLEAR AS THIS NOTICE, _1----___- ---�I _ _� _.— �----�__.-----1__-- -�_�_, _---_.-__�- -- —11 J191 J I � IT IS DUE TO THE QUALITY OF THE Na 98 ® ._..=,- 4 lo ORIGINAL DOCUMENT I��� ii►i�►�I,I ►��� I�iIillI����� ?? 6 iiB G 9 T T 11 � i11I� 1 I11 Z11 IITIZ 1►O�� 6r► i �8i � IIIILI� T 119�� T171111JI11T��� �����liialiir►,��al i� Sep 11, 2W3 - 2:14pm C OMA )M SAN EGOW,, '949 Q~ 53 2 I 5 OF 0 IIIH III I 11111-1 11l �lil 1 1i.Jllllli 1LIli:.IIJI i 11 ►i 'i 1 llilJiiil[ IIIl1 IiIIJ� liJ111.1i �IlI I I I I I l_IIl_(_11�1 I II: II.[I 1111 Il :ll 111, l IL(C�II ll) IJ _IIIIII I( Il.li_LI� 111111 �II I( I( II IItLI LI I I N tllJl Il I I L1. II Jl11 _li 111_11 LLJI II,�111 .I lJ ll_ I!�, ,_ll.11 1l ll Il 1_111 ._HIM III I.I I JI 1 Cl. I l.LJ1.1 f I II II I I I� l l,l Il. ( ll 11 l I.11.R I] 11_U t[Il .11 111.1 IL I I l_C1111.1 11 I I I 1 I l 1 ' . . III 11 II II _ l.! II Z .. l 1.1 11 I 1 !1.II II Il 111 I( I11.1.II ..III .I�III 11 I,L1I II, l,l I,� . III I III l � � 11 I I. ..LQ11 II tI_►I 11 ,1.1,_.IIII Li_JJ. II II LJ1-lr \ u l _ I 11_[1__11].[.11 11 I l I I II CIIl ll_IC). _.II l 111 1 L .l�_l( I 1 y rl l � II rl 11 1 .11 II,II_I� _Il 11 11 II I111__�I� .L, II LI ll _I _ I I _..�--:: :=..�-�= •, � 2 �,,, _.l 11.11 11 1 .II IIJ1 I. ItI I_.I( LI.II-II Ilil_I 1111:.11 11'11 li if I II .I11!1(_�I ilil . I II [I I LU 1l IlII..II I( LI 11 I \' cq 1. _I1l-( 11.11 I I,1�II_ll Ll 1 JL1J II Il IJ -Il II 1I 11..1.1.11..11 l 1_ I. 111.11 IJ.I ..IL� _I ..Il.l[ l_JI I_I Il .11 11I .11.1.1.11 .11 ll I � 6 � x I111 ((.I II III 1( 1111 �l Illi (I ll I �lll ,l ll 1111 it lil, ,I Illl �l lill.�( ](Jl 11 Ili( it 1111 ,1 ILII II LI II II I , I _ _____ T.O. PLATE C� - - - - - - uj 96 - .: - _J1 - .J .._. � �1_... Y7._.:; _ -._- .. 2ND FLOOR � 8 FIN. FLR - _ r _ � �..:� �..� EIS_TFLOOR H 1= FIN FLR. NEW FIN. GRADE EXIeTIWx New Ae 00ITICN EX15TING SOUTH ELEVATION = - - _ - - _ - _ D A4.m SCALE: %'dl -o' NEW ,SOUTH ELEVATION (NORTH ELEVATION 61MILAR) Ar Jv SCALEr Va'■I'-V* � FSI F' F E D G 8 ,4AllE' 1= E D C B A Al V l ►.L JIIL((.11 411. llIIIL1l11.,.1 _L Il l( 1ILLJIIi [I _ II.II .11 .( ) . 111C.LI �IIIIHill I- .II 1-L. 1t 1111 II I I)a.f.11 1(_l LI I l.(I__llll�l� .1C LIJ LI .II 1 1(._ L.[f I1 11 I I_I iIIIIIIiIIIIIIIIII UP I I ,, .I II 1 J l 11.1. _ 1. I.l.11. II 1.111I I,�.11 LI .�I Il l_(_Il 1, (1. 11..11 i.l _II IIJ _II I I( I1 i Ll.l_ 1 11.11 .1I1 1I_(l..IJ ►I 1ll 11 I11.1� .11 I11t II 1111..11 l l_II 10._111' 11. . 1l.11 ) 1 _1( 1111.1 1 /1111111I II111I1._JIIIIIL.IL.11ll_ III _ ILIl11 .II11i1 11.1111 .111111 ILJ1.1� ILllil.l)Il( [( ..I( I1_II III II LL: III ll l�l...li II.I� _IL (.L .Il l[�.[._�I II.11 II .I ..II ICICII 11)1. 11 (111 .11 1111 III) l 1111 11 1I [! Il. IIJI 11 Il It Il II1I .II 11.1 lI .IIIffJI 1111I.11 (l1 .II II 1 _II 6 l l.l_I . 171.1 1! 1111. 11, 1.11_ C.[1 .1[ l _!� .. I l l4-Il f l ll__11 1 f_I-I _II 11 I Ir it 11.11.11 I.LI II I I_Ll. 11 ! I LI .LI 1 11_��L.I f I( _IL I LI .�l C1.1( IC,I LLl II I t LL �ILI;I,11._�I l( 11. 11 - T.O. PLATE 11111111 I1 II 11 ,111 I( I ,�I tlilf� ullfl ulll u �l 11111 Ill 11 I I11f I, IIiI 111111111111 ul 11 111 II ,III IIIIII ItIII HI , II 111111 III . ,, ,, _ . ..._............._....__.._. ... 2ND FLOOR _. _._....__.: FIN. FLR =Z7 ___ __...__._. .._. - _. ..... ........... - _. ` � ��] IST FLOOR 4FIN. R. II 2 - - - - - - - - - - - - -_� 23n � - - - - - - - - - � - - - - - - - - - - - - - - r END NEW CONC. WALK AMMON - "' - - - - - - - STEP FOOTING 0"A110M RB°J6I" I � EXITING EA5T ELEVATION 4 NEW EAST ELEVATION �jv SCALEr �jv SCALE, �e'•I'.-(d' ELEVATION KEYNOTES _ OI EXISTING ROOF © NEW METAL GUTTER AND FASCIA DATE 09/06/2003 t TO MATCH EXISTING FILE a4.0.dwg Q NEW ROOF TO V REINSTALL EXISTING JOB 932251 MATCH EXISTING DOWNSPOUT �3 NEW WINDOW TO © 6'-V X '1'-0' VINYL SLIDING DOOR OWN RKT1 CHK HML MATCH EXISTING McDonald Str. 9355 EiUP2003-00532 ® RE INSTALL EXISTING WINDOW 90 METAL GUARD RAIL :9'-b' HIGH 4 of 10 AND PTHC UNIT O NEW SIDING TO MATCH EXISTING �J FIBER CEMENT PANEL TO MATCH EXISTING A4*0 II NEW CONCRETE FOOTING-PAINT Cr- SWEETS - - J;\S-Z\Woodland Heights\91+ t ..,:a�4M-. :. .rut,.... .:e::....,,wyw.::�9:...�w..,.,y...:........_. _.. .,�....,w,..ir..r.ea. .....�:.�-,.iceN„w�„n..n.�rwi.M�Mh�r..roief�a,�s.nw:.�wwwwe�G+.,t�nrmaaw*:v,ra,•,n„roe.-.a„M.. h„M .,:u,n.. .. ,..,,,�,i .�n.k�. -. _.._ .. ._...�r�w,..,,......�.,,w+. NOTICE: IF THE PRINT OR TYPE ON ANY rl I III III III 111 III 1 1 1 1 1 1 l 1 III IIIIII 11 III III r Ir I I I III 111 1 1 I I I III III III III III 111 1 1 111 III III III 111 III III I I III III III III III III I 1111 11 III l I i l 1111 1 II� IMAGE IS NOT AS CLEAR AS THIS NOTICE, l._-_- - I l� - ----I ----- - _ 1 _--- I- - I _---- L_- _.6 _ !L _- \--gL ----I-_ 01 __ ___.._._L _1�L_� I --1 �101L �'� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E 8Z 8 Z L Z 9 Z Z 6jZ E Z Z 1 Z o1 Z 8 t 4 ei t t b t s TZ t i t tt 8 8 L I8 111­1�11 t L� 1t11� ll lillll� IIlIIN1l ! oo�� �I II►III illli► I i►1111111 IIIIII►!I i►11.111►�Iliilllill�I ��1111111�111►1111 . II� S&P 11, 20� - 2;14pm M)ks MU • fGON 2 1949 0 F 11 J C�11 11 Ili L INHil.Il 1.11 IL I It.. I.iI ..Illyl I ly LIIJl II lla1 11 , 1 IJNIJIII� 11-111-_ iJ U11.1 .�1: l 11� 111.1 IL 1.1 i.l�.1.:11.11 I . J.�[.1 llI_�l-1_l� II l l-I l II lI Cl< 1 11l.. i-C� II-III(J _�l.l.l!11.. 11.1111.11 � _I�_�[J_ JJ[..IJ � ll f 11111.11 I. Hill 11 11. 1 i w IL �.il_-If I __J IIi, , ill 1 12 A I.I.1, 1`6 1 L' I Ill 1,,I IIIII. it 1 1.1 1 111. 11 11 LI I Ill I I I f!I` I-T u 11__11.1 N W1 2 0 M-11-hifij_ffli H. 1 ..� IT F-s ILI �If. II �1`­i 1.1 II_ 111 111 11111, 1_(1.1�' 111�11 6—W I II II 111 11111 1111 I I i1j, 1.1 ll� I'll I I I 1 1,_ll ll II if JillII-!IITI T.O. PLATE . ... ....... 7 71 _ _ o 7 E11W11 2ND F-LOOR FIN. FLR- 0 u .-i J T, IST FLOOR ........ x FIN. r1r., z V) NEW ADDITION < EXISTING SOUTH ELEVATION 1\�4.1 SCALE: V-0' NEW SOUTH ELEVATION OSEE SHEET 13/A4.ON 1=0R NORTH ELEVATION) 1\t�` SCALES Ve'el'-O' C: F F z I I I I —� C= L —L 80 �1� IL, I'l-val I I I Jill �.1:a.il U 1 .I_c Il 111 I . 1II�l . LIl . I. LII 1 / ' I � .•11 I�.1J:.11.l a.l.l I _�! 1 IL. .[1.11 f__].L 1 il_ I 1 I ..J.i.� 1 . 111.I i1_l l l .1 . .h 1 >l�l I ...Ia .1 .11. ]_ � 11�.r1 I .1.1 [ .1�J I l l�. ]_i .I I / ,� If T I[11 C "T11 i I I !il.1 1 1 1 11 11 I I IL 1'1 J. t L L T.O. _ 1 1 _ _ - A PLATE --C _j 4L A= A 2ND FLOOR FIN. FLR. Z3 EXISTING IBUILDIWs —4 L4L IST FLOOR FIN. FLR NEW ADDITION IL WDM END AMMON ELEVATIONS REVOM rT� E>CISTING LJEST ELEVATION rZ� NEW WEST_ ELEVATION I\L4�1 SCALE. SCALES ' ELEVATION KEYNOTES OI EXISTING Roor- NEW METAL GUTTER AND, FASCIA DATE 013/08/2003 TO MATCH EXISTING FILE a4,l .dwci 02 NEW ROOF TO 10 REINSTALL EXISTING J05 c3cJ225I MATCH EXI10-TING DOWNSPOUT OWN 7;;�IGWK HML O NEW WINDOW TO 09 6'-0* X l'-0' VINYL SLIDING DOOR MATCH EXISTING McDonald str.9355 BUP2003-00532 RE INSTALL EXISTING WINDOW METAL WARD RAIL V-6- WICsW 5 of `10 AND PTAC UNIT NEW SIDIW_s TO MATCH EXISTIWj fo A FIBER CEMENT PANEL TO MATCH EXISTINCs A IL—Te II NEW CI-ACRETE FOOTING-PAINT OF SHEETS J:\s–Z\WoodIcnd Height;\69s NOTICE: IF THE PRINT OR TYPE ON ANY l�llflllllill IIIIIIIIIIIII f IIIIIIIIIIIII Tf l(irIIILiiTIT�T 1illliil1111f l IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 6 - 8 �J r _. - I IT IS DUE TO THE QUALITY OF THE No.36 frr- Rim ilk ORIGINAL DOCUMENT . 111111 lll� 1 9 89 jj� 111 111[Illl III[Ilill�l,Ii,lllllllllllllllllllll IIII�IIIIIIIIII I I I I I I JIJ7 FEE-11 Sep II, 2003 - 2:13pm VINYL SLIDING DOOR SILL, SET IN SEALANT _ _ r�O ISAN 1' SELF LEVELING UNDERL.AYMENT OVER A4' PLYWOOD DECK BACKER ROD 4 SEALANT t� D, EGON� GONG. TOPPING SLAB 1949 4z!~ •. �, •. . • •. . .... VQ 77 - = CONT. WATERPROOF: Or' Q�� i 0 a tJl FLOOR JOi6TS ---MEMBRANE FLASHING TRIM TO MATCH EXISTING N 2X8 . 24' O.C. Z w C SIMPSON HANGER BUILDING PAPERP. ' FIBER GEMENT ✓;iDING TO u 2X8 LEDGER vJ/ (4) MATCH EXISTING LL] SHE ibd a EA. STUD (2) LAYERS 46' TYPE 'X' GB. �'�_J I IN A R -� -Y�• AtHING H n OVER V'i' RESILIANT CLIPS BU LD G FjPE --iii' PLYWD. SHEATHING 0 x � w �--- —1X6 STUD e I b' O.C. V °o W/ R-IS INSULATION OC r r o F15ER CEMENT 1 MATCH EXISTING t0 5 DETAIL x5.0 i SEALANt SCALE: I�� ' I,_�" a s TRIM TO MATCH EXISTING O H I I WOOD CASING GRID GRIDZ to o EXISTINGPROPOSED NEU1 ADDITION 4 DETAIL NEW 2X4 BUILT IN BLOCKING 5.0 SCALE: I/Z " P-0- FLAT ROOF TO MATCH EXISTING METAL CAP GEMENT FIBER PANEL METAL CAP r `y NEW ROOFING TO MATCH EXISTING _ — -NEW ROOFITdG t0 MATCH EXISTING FIBER CEMENT PANE OVER W PLYWD. SHEATHING ROOF TRUSS t-4 12 TO MATCH EXISTING , ,. FLAT ROOF TO MATCH EXISTING 5 MATCH EXISTING i 2X4 BLOCKING X4 BLOCK CONT / 2X4 STUD BUILT IN BLOCKING 2X4 STUD BUILT IN BLOCKING ROOF TRUSS i \\ -- _^-� FASCIA AND GUTTER ,. FASCIA AND GUTTER � (� TO MATCH EXISTING TO MATCH EXISTING xxyy XX ___— �r�?r.. -. an.rr� r. '�F.?cul'�''sacs:.�•cs,3ffique..:i:S'��_7_.lE.., _ 1116' TJI a 24' O.C. EACH END TC MATCH �—(2) LAVERS 46' TYPE 'X' G.B. I-HR PRATED CEILING (2) LAYERS 4b' TYPE 'X' G.B. EXISTING CONSTRUCTION TO MATCH I-HR. RATED CEILING PLYWO. SHEATHING EXISTING PLYWD, SHEATHING CONSTRUCTION t0 MATCHTRIM TO MATCH EXISTING EXIStiNG 14' k 1116' tIMBERSTRAND BLOCKING CONT, Q R-50 INSULATION i V " WOOD CASING OVER EXISTING WALL REINSTALL EXISTING WINDOW TMy METAL GUARD RAIL 3'-&' HIGH FLOOR CONSTRUCTION To MATCH EXISTING -, REINSTALL EXISTING PTHC UNIT N'� SLOPE —. _.-- ._ r...-_._ :.:�•:T =:--:.__�._...._.. -..r.. ..:: •� Int' X 1116' TIMBERStRAND - I BLOCKING CONT. GEMENT FIBER SIDING TO FIBER CEMENT SIDING TO� MATCH EXISTING I-HR. RATED CEILING MATCH EXISTING ( I CONSTRUCTION TO MATCH EXISTING (2) LAYERS 61L ANTG'LIPSB. ` �SIMPbON HANGER OVER ?' ---TRIM t0 MATCH EXISTING 1116' X IV,-' tiMBERSTRAND LEDGER W/ 16d EACH BLOCKING BjJIIDINa SFCTIQN'S REINSTALL EX16TINCo WINDOW RIIVl9>*OIN9 -- WOOD CASING OVER EXISTING WALL im ALUMINUM THRESHOLD 4' CONCRETE SLAB ON GRADE u� REINSTALL EXITING PTHC UINIT 4' CONCRETE STING C?": GRADE TO MATCH EXISTING � t0 MATCH EXISTING 4' CONCRETE PAHO 5'-0' CONCRETE PATH DATE OS/08/2003 FILE a5,0.dwg �' � r' -1r:�7�Pt:, i ., •r ;a I �°r')n pq�JV �V )O )O e�F•�•��0.LYr;•'< —a I�/'IO—9t� I d I I_I — ...«...... ...�.... _......... _ � __� —_ _� 3'Jnl > d, . I'II I I I JOB x9_22 51 DV gOO Q1 �1J� 66pWN RnT 1H� KIq)O N_ --I — McDonald Str.9355 d =1 I 1=1 I. ALL EXTERIOR WALL, WINDOW HEADER, SIDING AND PAINTING I 1�-- I I 1 I I� -III- BUP2003-00532 11-111- TO MATCH EXISTING � � LlI i ��_i� FOOTING TO FOOTING TO 6 or 10 1 11—I 1I� 2. ALL ROOF CONSTRUCTION, (SLOPE, FLAY) ' I I MATCH EXISTING MATCH EXISTING INCS SECTION TO MATCH EXISTING �XIS�'EXISTING �31� IL0I +2 NEW 5UILDINC SECTION y� - 3 i EW 5UILDINCA SECTION m*0 SCALE: '�2 " = I'-�" A>� SCALE: !% ' = 1'-sa" 5.0 SCALE. I'-V OF SHEETS J:\S-Z\Woodland Heights\94r .�..__.:_- ...,:�.ac,:'�:vwuwy-.:_.co,-,,... ... ........ .,...o kw„_..: _.... : �.-sw,:,..»,..,.,w...:.�.w.«..,...wo..w.....,,,...,.ewew-r.n»...,.�......u......,.�,...•...�.o+t..wrnaemw., .....�:.e,...�...n.,,, ,.,,.un, - ,..-. a:, r. ,..,,...<, .,yr ;�:, •,.-., ._. _,.__...- ...�,».....,,......+..r�.nw!ww-'w•'ywr"f'._ -.. NOTICE: IF THE PRINT OR TYPE ON ANY I I 1 1 1 1 1 1 1 1 1 1 III III III I I III III III I I III III I h �f.f. 1 1 1 1 11 III I I III 1111111 III III III III I l i j l III III III III III III I I III III ►I I f 11 l 111! I I III III 1 1111 I I I joIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 `'' 4L 1 � 6LgL1 =-- — or----- -_-1L —. IT IS DUE TO THE QUALITY OF THE _ _ _ _ No.3ts ORIGINAL DOCUMENT E 8Z -13fG GZ 9Z Z bZ t3Z �Z iZ OZ 8T 8t GT et 9t 6T Ei Zt it t e 8 L I 9 9 'b'd I �E I �Z I T��I���� � I�I 'I 11 ” I l � � '�' � �o� 1 IL I IILW111111111J�1111111WJ.L11J1.11llllllll1111 l l l l l l l l l l llll�lJ l l l i l l lJ�l 1 1 , i I 111 ff III I IIII � I IIIIIIIII�II111�1111�11 I�IIIIIIIII�IIIIIIIII�IIIIIIIII�111111111.1111 II Illllllllllll�llillllll� � � I(IIII ,I�IIIIIIIIILI llllillllllllli III II �II�I II IIIII�IIII�III IIIIII�II Illlll�lllilllll�iflllllll�ll I 1 Y (2) #4 X 2'-6"DoWELED Stytt - t u I STRUCTURAL NO FLS INTO EXISTING STEM WALL ��F D PRO f AND SET IN EPDXY/ (2) #4 X 2-6 DOWELED c� t7 � v GENERAL ADHESIVE WITH MIN. INTO EXISTING STEM WALL �` y E.NGIPJLERLU WOOD PRODUCTS 5 EMBEDMENT L 445._.,11. r 1. These notes set minimum standards for construction. The drawings govern over these dotes 1. All engineered wood products (Purollum, Microllarn LVL, Timber-Strand) to be as designed -••----- AND SET IN EPDXY/ Ga to the extent shown. Coordinate these drawings with architectural specifications and notify and manufactured by the Tru,Joist MacMillan Corporation only. Other product 3 ADHESIVE WITH MIN. manufacturers shall submit a request for substitution prior to bidding, All engineered wood A,y ��rj SL2 5" EMBEDMENT I ewis & Van Meet Inc. Engineers (LVI) of any discrepancies prior to beginning work. q P 9 9 B SI.2 Q O•. ` .> 2 2. These drawings have been prepared so) for use in construction of the Woodland Heights products shall be designed to the following loads as well as any load indicated on the �. Q �,� j > Addition project located in Tigard, Oregon. Possession .,f these drawings does not yront drawings: 1 _ _ -_.__- ----- --_-__ i vY ^� __ _____ ____ - I `�� C,C., license to construct or fabricate the whole or parts of this project in other locations. � , ..__=-T=__, -- ---` -'-�=• • •• --- - _ - - - ___,__ .. .... CRY 3. The contractor shall verify all dimensions and conditions on drawings and in field. Rcof Members I r- I Coordinate locations of openings through flours, roofs, and walls with architectural, j. 25 psf snow load + applicable drifting per IJBC i �I ��•1. i C 1 i, i �_ liXl'IKh,S G-30-04 mechanical, plumbing and electrical drawings. Notify engineer of any discrepancies. k. 10 psf dead load top chord 4. The contractor shall be responsible for providing all temporary support prior to completion of I. 5 psf dead load bottom chord the vertical and lateral load systems. LVI has riot been retained to provide any services m. Uplift as specified in UBC unless otherwise noted In the drawings. pertaining to job site safety precautions, or to review means, methods techniques, sequences, - -- - _ --- -I I• - - -- --; -- -, - ---- -- --! + I - - 1 - - - ;_ - ''- -- = �Hps -- - C _ or procedures for performing the work. Unless we are specifically retained and compensated Floor Members to do otherwise, our work Is limited to the design of work described on our drawings. a. 40 psf live load (residential) 5. Where refer:nce, is made to ACI. AISC, ASTM, or other standards or codes, the latest edition b, 10 psf partition loud I shall apply. C. 20 psf dead load ' ' S1, . 51.2 ; I / ; 51,2 ' ' PP Y• 04 6. Inspection and or job supervision is not provided by LVI. ' ' ` ` ' a ,�,y c ,-' "II ' ' • r l I � + I I ,i •I� I I I � I I t l Ln 7, All work shall be in strict compliance with the latest edition of the Uniform Building Code 2. Allowable increase in wood member stresses due to duration of loading shall be 15% jIII o 2 =iJY• , 1 I� �.__ ,.. I I , .. I I i ' l _ (UBC) and all other state and local codes that apply. maximum for snow load only (roof) and 33 % for loads including wind or seismic. Design 51.2 T' 8. Design Criteria: members for any additional loads indicated on drawings. I +• ' 'I I, c,J. I I U g Roof Live Load----- ------------ -------- 25 psf (snow) ' Floor Live Load------------------------- 40 psf I I I V3 Wind Load--------'---------'--- ---------- UBC 80 mph exposure BCX - . .__•-_,;� + ; ' .4__- L J' ' ' - . P p E_NGINEEREU WOOD JOISTS `� I I -._ I I I fi -I _- '� , , � I. I I 1••••1 ------------- --------------__-___-- Zone 3 cv I I , 't I I I Seismic r' _ I I I �.. ._ _. 9 9. An mechanical equipment, i in ductwork etc. which applies a load of 150 pounds or - ' ' , Y P P 9. � PP P I 'I " � ' , ���+:,n�w#.� ���;� I f _ _. •! II more shall be hung from a system approved by LVI. 1. All Joists thus specified shall be TJI series wood chord/wood web I joists or open web wood 4 CONCRETE SLAB WITH I , I.-.-- _ :z. a �, •, a_,. �_,,, + ,.,; ..,.,;, i0 , , 4 CONCRETE SLAB WIl 4i chord/metal web joists as designed and manufactured by TrusJolst (TJ) ONLY. Other #4 AT 48' O.C. EACH WAY ' I I -• - f I I 51,2 I I '---v #4 AT 43" O.G. EACH WA I' U q SITEWORK product manufacturers shall submit a request for substitution prior to bidding. the OVER 6" MIN. COMPACTED i i ,-`'' ' '• i ' �I �, I I i OVER 6" MIN. COMPACTED substitution request shall bear a statement from the manufacturer indicating their CRUSHED ROCK t I , t I C, i CRUSHED ROCK IL. 1, Remove all organic material topsoil and any fill from under building and slob areas. acknowledgment of the requirement of these notes and their agreement to meet these i t 1 ' J d 2. All fill material under building to be "structur.., Structural fill to consist of compacted requirements, If approved, supporting calculations bearing the seal of an Oregon registered -i I rl 4_ SL2 ---•--•--• '• .' I•. , I , •_,�-'-:"- - •-•--'= I � ranular material or approved conditioned site moter'• Place all fill in lifts not to exceed B engineer shall also be submitted and approved once construction has started. The Joists shall g _ be designed for the following load requirements: i - i , Gjj -. •-••- I,. k.� 1 C.J. �. {�.,,. ! __.. _� I [� and compact to 93% Standard AS1M D 1507 under otings and slabs. 9 9 1 }� __._-.-_ _ _ i4��, L.____ ._ _..�.__ 7___�___ _ �_ I .___ _ 3. Base material directly below slab to be 6" thick (minimum) layer of compacted crushed rock. Floor Joists Base rock to have a maximum aggregate size between 3/4" and 1 1/2" and shall contain not more than 5% passing the r'o. 200 sieve. a. 40 psf live load (residential) , I i-.� -- _ ___ -- b. 10 psf partition load I i - 4. See architectural specifications for additional information. I` Qsro, -y;-- C. 20 psf dead load i ,i, ,B ; I 'll' ,, _ L .. . .. .. , I FOUNDATIONS _... - 2. Allowable increase in wood member stresses due to duration of loading shall be 15% i I E i Iia DITHER 1. Design loll hearing pressure equals 2,500 psf live plus dead load per geotechnical report maximum for snow load only (roof). Design Joists for any additional loads indicated on I i DE I I SI.2 I ; I SIDE I drawings. Provide additional joists as required to support additional loads. I I r prepared by Carlson Geotechnical, Inc., dated April 10, 2000 (Report #130001525). g J q PP I I ' ' J I I C_ ( 2. All footings to bear on firm, undisturbed native soils or structural fill a minimum of 18 3. Joist manufacturer to provide laminated veneer chords at all joists that have diaphragm or I I , 51.2 •1. I below finish exterior grade. Notify engineer before proceeding if any unusual conditions are strap nailing which exceeds manufacturer/s recommended nail spacing for sawn chords. II ' _ iA encountered in looting excavations. 4. All bridging, bearing clips, blocking, hangers, etc. that connect to the joists shall be per TJM I " ' i - •« / - 1 I I j _�I) --- -- ---' �SL2 S� standards. - I r• I� i 3. Do not excavate clo9or than 2:1 slope below footing excavations. 4. Glean all footing excavations of loose material by hand. Remove all wet, soft soil from 5. Joist erector shall exercise the utmost care during the erection of joists to prevent the joists I I _ __� i -� I I from buckl;n lateral) Stockpile, lift and lateroll brace the joists as directed on TJM s footing excavations prior to placing concrete. 9 Y• P Y J erection drawings and design manual, Remove an damaged joist from the obsite. Do not 5. Excavations may me made under footings for pipes. Backfill to be "structural fill' as defined 9 g Y 9 J 1 attempt to reinforce any damaged joist except as approved in writing by engineer and by I i I • above. TJM i i I I I CONCRETE __�_._____- - -- r•- - 'T-•r �,- --. .r .. ,_.r_. ,. >- I LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES i i' .! G. I C J'. .S, I I I 1. Average concrete strength to be as indicated below and determined by job cast lab cured cylinder at 2.8 da plus increase depending on plant's standard deviation as specified in ACI 1. All light metal plate-connects i wood roof trusses specified shall be designed by a licensed I I 51:2 51.7 I I, I YI' Ys P, P 9 P P �9 I I 51.2 , 'I' + '• �9 en ineer see note below and shall be manufactured b a rior-a roved truss manufacturer. 318• Provide mix designs to engineer for review poor to placing any concrete. CLEARLY 9 ( ) Y P PP I c ;,• �.,. _ � I I r ,. _ ,• ' ' The trusses shall be designed for the following load requirements: - - ' LABEL ALL MIX DESIGNS AS TO PROPOSED AREA OF USE, Supplier to lapel all - • - _ _ ____._ ___ _ _ C - ._ ; . _. 1 - mix designs with an identification number . Mix numher should be referenced in all ` ----------- ---- "W " �� subsequent concrete test reports. I r _ Raaf Joists I I I '�' �\.__. L.ll . � I I� 'I � ..... 1 It � .._ .. 2. Minimum mix requirements: a. 25 psf snow load + applicable drifting per UBC b. 10 psf dead load top chord Location Compressive SlumpMinimum Admixtures c. 5 psf dead load bottom chord P I I 11 I -. r strength (a) cement (d) d. Uplift as specified in UBC unless otherwise noted in the drawings. 1 I �� �, I j ((psi) content (2) #4 V-6" DOWELED � ' /! P ) _.. I _.. _ __ _ - I. 51.2 I 1 SI82 w�, 2. Allowable increase in wood member stresses due to duration of loading shall be 15% - INTO EARN SET INEEPDXY/ L - �• ' • I ii _ Footings 3000 0-5" 5 none maximum for snow load riot I, I _ , t s _ ._ 9 3. All tridging, bearing clips, blocking, hangers, etc. that are required to me( , truss design c ADH SIVE WITH MIN. I Stem Walls criteria shall be included in the truss shopdrawings and shall be provided b the truss „ ' � 5 EMBEDMENT - manufacturer. � I I IIII Slabs on grade 3500 2 4" 5 1/2 WRA (b) 4. Truss erector shall exercise the utmost care during the erection of trusses to prevent the i p/5 51.2 (interior) trusses from buckling laterally. Stockpile, lift and laterally brace the joists as directed on manufacturer's erection drawings. Use spreader bars for lifting and laterally brace as Slabs on rade 3000 2-4" 5 1 2 WRA,AE c. necessary. Remove an dame ed joist from the obsite. Do not attempt to reinforce an 9 / O Y Y 9 J j P Y (exterior) damaged joist except as approved in writing by engineer and by manufacturer. 5, Shop drawings and calculations shall be submitted and stamped by an engineer registered in Retaining walls 3500 2-4" 5 1/2 WRA, the State of Oregon. It is the intent of these notes that the truss supplier's engineer review the construction documents and determine that the product is adequately designed for itsIJ Miscellaneous 3000 0-5" 5 none Intended use within the structure. The shop drawings shall bear a statement from the Product _. -, I I t'" '" 1 _.- __- -•,_ -_,__,_, _=T- -T Engineer stating that he has reviewed these documents and listing those documents by sheet - --�� -- - --- -- - ----T _. . ' _ c� . _ ._� _ r__ ___ _ __ _ -,--- _--- ----- _ 4- number. Shop drawings shall be stamped and shall indicate the following minimum r I I I - �I F �0 O o. Slump exceedinc specified limit shall not be placed except with writ'.en approval of information: Truss supplier name, address, and phone number; grids, north arrow or other reference to building layout and construction documents; truss iecemarks in reference to the ' # ' +' - engineer. 9 Y P ( ) 4 X 2-6 DOWELED 51.2 � b. WRA= Water Reducing Admixture oalculation; truss layout and spacing; all truss bridging, blocking, etc. Required to meet I INTO EXISTING STEM WALL I �. c. AE= Air Entrainment truss design criteria; all hangers, hurricane clips, etc. required to be a part of the truss AND SET TN EPDXY/ F d. Accelerators: Provide concrete accelerator for all concrete placed when temperature connection whether specified on the construction documents or by the truss supplier; any I ADHESIVE WITH MIN. drops below 40 degrees. pertinent information as to erection; product engineer's seal. 5" UYBEDMENT S 6. A representative of the truss manufacturer shall inspect all trusses after erection is complete 3. Use Type I cement, per ASTM C-150 unless otherwise approved. Water cement ratio to 0.46 and sheathing, bridging, blocking, etc. have been installed. Inspector shall submit a report to I I, , II - I II maximum for all slabs on grade tilt walls, precast columns. Water cement ratio to be 0.50 LVI stating that the inspection was made and that truss conditions rind installation are 141-011 14-4 1/4 141-011 141-011 maximum for all other concrete. Flush may be substituted for up to 20% of the cement acceptable and conform to the manufacturers requirements. content in all mixes. ' 4. Aggregate to be per ASTM C-33. DRILLED ANCHOR BOLTS ] �j �� 2 5. Water Reducing Agent (WRA), Comply with ASTM C-494, 6. Air Entrainment (AE) shall comply with ASTM C-260. Provide 3-5% when specified. 1. All drilled expansion anchors in concrete to be "Kwik Bolt 11" by HIM, Inc, (ICBG ER- 7. Accelerators: Dosage to be determined by contractor. 4627), "Red Head Trubolt Wedge Anchor" by ITW/Ramset (ICBO ER-1372), "Power-Bolt" 8. Calcium chloride shall not be used in any concrete, for any purpose, on this project, by Posers Fasteners (ICBO ER-5225), or "Wedge-ATI" by Simpson Strong-Tie (ICBG ER- 3631) only. Other anchors with written approval of engineer only. All anchors to be REINFORCING installed following bolt manufacturer's instructions. Provide minimum embedment, spacing, 1. All reinforcing steel to be ASTM A615, Grade 60. and edge otherwise distance as specifiedd caned on drawings. by the bolt manufacturer for anchor size noted unless g 1 FOUNDATION PLAN 2. Fabricate arid install all reinforcing steel according to the Manual o` Standard Practice far �� �� Detailing Reinforcing Concrete Structures" ACI Standard 315. L• All drilled epoxy anchors in concrete to be Simpson SET Adhesive anchor by Simpson Strong-Tie (ICBO ER-5279) only. Other epoxy anchors with written approval of engineer S 3. Provide tat a x 2'-0" corner bars to match horizontal reinforcement iii poured in place walls only. install all anchors per manufacturer's instructions using A307 threaded rods unless FOUNDATION NOTES: and footings at all corners and intersections. noted otherwise on lana. Provide minimurll edge distance and spacing indicated b 4. Splices in all reinforcement 9holl be lapped 30 diameters or 2'-0" minimum and shall be manufacturer for anchor size noted unless otherwise indicated art drawings. Provide 1.) VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND IN staggered at le(lst 4'-0" at alternate bars. minimum embedment noted on plans. All drilled epoxy anchors require special inspection SHEAR R W Jl LI SCHEDULE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. Pruvide 2-#4 each side of all openings smaller than 30' in walls. Extend reinforcement 2'-0" during installation. .7 afi f�i +.� +�' minimum past opening each side. See plans for larger openings (provide 2-#4 minimurn). 3. See drawings for anchor types indicated. Substituting drilled anchors for cast anchors or cast MK SHEATHING AND NAILING BASE CONNECTION NOTES 2.) VERIFY ALL SLAB SLOPES, RECESSES, BLOCKOUTS, ETC, 6. Provide (2)-.#4 bars at top, bottom, and ends of all walls unless otherwise Indicated on plans, anchors for drilled anchors is acceptable with written approval of engineer only. WITH ARCHITECTURAL DRAWINGS, 7. Provide dowels to match all vertical reinforcement in walls, columns and pilasters (poured in 4. Contractors wishing to substitute alternate manufacturer's anchors should submit written ANCHOR BOLTS NAILS GS:1 5lace . La 30 diameters or 24" minimum. request, including current ICBO reports, to engineer for approval. 1/2" CDX PLYWOOD, ONE SIDE ALL .2P ) P �A� ial 3.) SEE � FOR FOOTING STEP DETAIL. CONTRACTOR TO 8. All wall reinforcement to be placed in middle of wall unless otherwise noted on drawings. IA\ EDGES BLOCKED, WITH 10d NAILS II 9. Provide shop drawings of all concrete reinforcement to engineer for review prior to AT 6" O.C. ALL PANEL EDGES AND 3/4 DIA. AT 8" DETERMINE FOOTING STEP HEIGHTS AND LOCATIONS TO construction. SPECIAL INSPECTIONS 10d NAILS AT 12" O.G. FIELD. AT 48" O.C. AT 8" O.C. MAINTAIN BOTTOM OF FOOTING 18" MIN. BELOW FINISH FOUNDATION PLAN ----- ----- EXTERIOR GRADE AND XG1P OF FOOTING 6 MIN. BELOW The following special inspections are required and shall be performed by an independent testing 1/2" CDX PLYWOOD ONE SIDE, FINISH EXTERIOR GRADE. AND agency. The testing agency shall provide copies of all test reports to the project engineer in a 3/4" DIA. , WOOD FRAMING B ALL EDGES BLOCKED, WITH iced (2l 12d 4.) DESIGN SOIL PRESSURE: 2500 PSP. SEE SOILS INVESTIGATION E3Y: STRUCI. NOTES 1, All lumber to be species and minimum rade cis follows unless otherwise noted in timely manner. +' AT 32" O.C. " f g ( 1, Special inspection required during the taking of test specimens and placing of all reinforced NAILS AT 4 O.C. ALL PANEL AT 6 O.C. CARLSON GEOTECHNICAL INC„ DATED APRIL 10, 2000 (REPORT #130001525) drawings): � EDGES AND 10d AT 12" O.C. FEILD. a. Joists, rafters, ----------------•---------------Douglas Fir #2 concrete except slabs on grade or concrete with specified f c no greater than 2500 psi. Test _ _ _- ___ b. Bearna and stringers, 4x and larger-----------------Douglas Fir #1 reports shall identify all concrete tested by mix design number (in reference to approved mix REVISIONS c. Bucks, blocking, bridging & mise:.-------------------Doug. Fir or Hem Fir #3 designs) and Identify type of pour (slab, footing, etc.) and location of pour in relation to 1/2" CDX PLYWOOD ONE SIDE, " PROVIDE 3X MINIMUM FRAMING AT Dau Fir "STUD„ or "STD" q grids. �/4 DIA, (2) 12d __-._-------r--__-- d. 2 x 4 studs--------------- ----------------- g• buildin rids. ALL EDGES BLOCKED, WITH 10d AT 24" O.C. AT 4" O.C. ALL ADJOINING PANEL EDGES AND e. 2 x 6 studs and larger laE Fir 2 2. Special Inspection required of all concrete reinforcement prior to concrete placement except " STAGGER NAILS g 9 #� NAILS AT 3 O.r. Al_L PANEL f. Sills, ledgers, later, etc. in contact w concrate---•---P.T. Hem Fir 2 for slab ort grade reinforcement. g p / # 3. Special inspection required of all drilled epoxy anchors in concrete. Inspection to be EDGES AND 1©r' AT 12" O.C. FEILD. LEGEND g. Joists or framing with exterior exposure ----------- P.T. Hem Fir #2 p P q P y p ---- -------- h. Posts--------------- __ - -Douglas Fir #1 continuous during the anchor installation to insure installation meets all manufacturer's SHEAR WALL NOTES. I. Posts with exterior exposure - - P.T. Hem Fir #1 instructions and minimum embedment noted on drawings. -INDICATES 2 X 6 AT 16" O.G. STUD BEARING/SHEAR WALL 2. Roof, floor, and wall sheathing to be APA rated sheathing, Exposure 1, conforming to APA performance standard PS 1-83 and to ICBG NER-108, See drawings for required thickness L) ALL EXTERIOR WOOD FRAME WALLS TO , TYPE/A � -INDICATES 2 X 4 AT 16" O.C. STUD BEARING/SHEAR WALL - ---- of sheathing and/or span rating. Install roof rind fluor sheathing with long dimension SHEAR WALLS UNLESS OTHERWISE NOTED. perpendicular to supports and stagger end joints (unless noted otherwise on drawings). Use -INDICATES NEW FURRED WALLS. SEE ARCH. DRAWINGS - - - spacer tool to ensure 1/8" end and edge joints, including tongue and groove joints. Install 2 x 2.) NAILS NOTED ARE COMMON OR GALVANIZED BOX, FOR REQUIREMENTS (MIN. 2 X 4 AT 16" O.C.). 4 or thicker blocking at unsupported Joints in wall sheathing. Block roof or flour sheathing STAPLES ARE I�Qt AN ACCEPTABLE SUBSTITUTION. _ --_- where noted on drawings. 3.) SHEATHING TO OCCUR ON SYMBOL SIDE OF WALL. -- - --_ -INDICATES FOOTING AND STEM WALL -SEE DETAIL, SHEET 51.2. 3. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless noted otherwise in drawings or manufac!.urer's literature. Use lurgest nail size indicated in 4,) WHEN 3X FRAMING IS REQUIRED, PROVIDE 3 X 4 OR 3 X 6 MINIMUM S1UD5 DATE m�/m8/D3 -_ manufacturer's literature. AND BLOCKING. CONTRACTOR MAY PROVIDE 4 X 4 AND 4 X 6 AT THEIR `- --� -INDICATES SHEAR WALL TYPE. SEE SCHEDULE TH15 SHEET. FILE 4. All bolt heads and nuts bearing on wood to be provided with a washer. OPTION. DOUBLE 2X MATERIAL IS NOT AN ACCEPTABLE ALTERNATIVE. SHEAR WALLS INDICATED ON FOUNDATION PLAN OCCUR FROM -- -- --' 5. All nailing to be per UBC Table 23-11--B-1. Obtain engineer's prior approval for all FOUNDATION TO FLOOR FRAMING ABOVE. SHEAR WALLS SHOWN JOB 03218 proprietary nailing or stapling systems. ON 2ND FLOOR FRAMING PLAN EXTEND FROM 2ND FLOOR TO 6, Cutting and notching of joists is not permitted without engineer's prior approval. One inch ROOF FRAMING ABOVE. C)WN TC CHK GS diameter holes may be drilled in the center 1/3 of the m9mber depth, but all ether holes to be approved prior to chilling. ! 51.2 C.J. INDICATES CONTROL JOINT -SEE /~I McDonald -0 9355 7. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and plumbing BUP2003-00532 pipes, but no port of the notch is to be greater than 1/4 of stud depth. Holes with diameters �4/ 7 or t0 u to 1 '3 of scud depth may be drilled in stud. -INDICATES HOEDOWN SIZE AND LOCATION --SEE P / P Y .Q 51.E 8. Laminated bearns to be Douglas Fir (Fh= 24 ksi) per AITC 117 specification. Unless noted LEWIS & VAN V LE ET INC . otherwise, sirnplo span beam-3 to be Combination 24F-V4 and all other beams (beams cantilevered or (;ontinuous over supports, etc.) to be 24F-V8. Appearance grade to be 86130 a boonee3 ENC3INF_ER8 18880 ew boonse fern road S101 architectural for all beams exposed to view and industrial elsewhere, unless rioted otherwise in drawings. AI FC or APA/EWS certificate required. Use waterproof glue. NJ 8 5.800 9hon 3 885.8805 phone 885.1208 fox OF SHEETS 3:\03218\03218S11.dw9, 09/10/2003 11:31:41 AM .........:..:.., ,, .,-...,._-_.-r.,_,ar!mtar ,.�sr:,.rim;-r�. .... . •°'g7". .. ,W'I!1!'Y»., .. ,. . _,,.:-. .. .. c.. _ _ _. 1 III i I III I I III I I III I I III I I III[T 1 lfl I CTIT T1 f11 1 i illVrIT NOTICE: IF THE PRINT OR TYPE ON ANY1 2 3 4 6IMAGE IS NOT AS CLEAR AS 1 HIS NOTICE, L 1JL �.-__.--�----�----'�---- No.36 ®`"`rte..'• IT IS DUE TO THE QUALITY OF THE _ _ T' - --_ .___.__.- _-_-- -- ORIGINAL DOCUMENT OIs 8�Z 8 Z L�Z 9 Z �Z 16 Z E Z T, F1111111IT1111 8[ 8 t L t 9 i 4 t 6 t tit Z i i t t i 8 8 L 9 Si �r S Z t�IYJM `j r III III II I I ► I I���Iil�Iii I1IIIII�Ltl�lll!IIL►IIII�II�I SII IIIIIIIIIIII��IIIIII�I�����II��I i��lllllllll��lllillllll IIII�III�►Illlllilllllllll�►��I►IIIIII�I� II���I�W1Wllla►llll►l�il lll�l�U ��►�►N►� �IIII►�� IIIIIiII �llllllill�l I i�llll II I III �} STOP REINFORCING 0'-3" - 1/8" X 1 1/2" PL-ASTIC STRIP SET O CLEAR OF JOINT / I.ITTH GUIDE OR SAW CUT. .r � 2X P . PI_.ATE WITH 3/4" DIA. - _------- -- ------_ _------- ---___ _....------------ ----- U CAST ANCHOR BOLTS Ali 48" O.C. 4452,51To o (2) #4 CONT. U.O.N. IN SHEAR WALL UNDISTURBED -2:1 ------_-'-r_.._. -- _ SCHEDULE- EMBED 9" MIN. EARTH 1; o CONCRETE SLAr3 — _ __-- ___-- _ SIDEWALK OCCURS SOME PER PLAN G�FGpRY cl'.���` 4 QpQI�lAI�SAWN JQI�1� CONDITIONS -SEE ARCH. / JOINT DEPTH AT 1/5 of SLAB DEPTH. SAWING D P.T. PLATE WITH 3/4" DIA, U A5 SOON AS CONCRETE CAN BE t - --- To OCCUR DRILLED ANCHOR BOLTS --• I:XPIFtIiS 6-30-1� SAWN WITHOUT SPALLING • . . . AT 48' O.G. UNLESS OTHERWISE WET CONTROL JOINT CG.J.) _�� -- - _ � ' •Q' < . NOTED N SHEAR WALL . . . _ o i 1 I I- I I�' ; , �� ��n.• �� --- _ - n n d I " 'cin,' ' 71 pa, •[7b • G . 3/4 1/16 MAX SLOPE TOP AND BOTTOM �I_I-11 #4 AT 48 O.G. VERTICAL QQn c ' " RADIUS A , .II a IAll, I I /NOTE: IF WOOD FORM IS USED FOR " I • # b / `? ; n �, i(2) 4 CONT. I I -- q .d ^ °. KEY, KEEP WOOD WET BEFORE - - — (2) #4 `EXTEND VERTICAL _ °, ti° v' n Qt a t�'�' `�°u�� c+v�'o' t? �'<� ------ �I_� ��-I --I_I I� w CONCRETE POUR TO PREVENT L REINF. 18" AND BEND ` 0: ;4 Q':` 0: 0: -1�I- SWELLING �I NOTE: F-OR RETAINING INTO SLAB WALL CONDITION a ^ —_1 0 RADIUS TOOLED EDGE c -�-- EINFOR I � � MATCH FOOTING U I SEE DETAIL U t� .� q.,, _8 �� SEE 522 FOR ADb'L. - ----- ----,�. - - -I i R NG KEY LOCATE KEY AT MID _�_. INFO. -- (Y \ SLAB DEPTH �1.2 • •' a', -- --- ---. - —42) #4 CONTINUOUS __i I i 11- � W 0 I 110 -- - --- I'-6" MIN. =1'` - -- - - 0 x 11-411 FOOTNG SIZE AND REINF. PER DETAIL/SECTION V a �� FRAMING 4 �ooTING DETAIL s FOOTING STEP HOLD REINFORCING 3 2 �RAM�.NC DETAIL 3RAMINC DETAIL CER. OF JOINT I 1 111 = 11_0n THIGKSLAB I' = I-o" LVSTEP I = I'-o CO KEYED CONTROL JOINT CC-7.) - STUDFDN-1 1 = I-m 51.2 1, LD a 1/8" RADIUS TOOLED 1;DGE 1/21 X 1'-0" SMOOTH GREASED / �"T-- - ^------ EDGE NAIL WALL W DOWEL AT 2'-0" ON CENTER. - i � SHEATHING AT DOUBLE �, 8 HOEDOWN POST PER SCHEDULE FULL HEIGHT STUD 0 � V EXISTING PROPOSED BELOW -RUN FULL HEIGHT v v v v � TO TOP PLATE OF WALL _ 4. WALL FRAMING SHEATHING NOTE: FOR WALL FRAMING REQUIREMENTS -DO NOT COUNTERSINK ; SIMPSON HOEDOWN (� HOEDOWN BOLT HEADS PER PLAN AND HOEDOWN PER PLAN SEE DETAIL 2 IN POST NOTE. MAY USE DETAIL 2/51.2 IN SI.2 � DOWELED JOINT INSTRUCTIONS: LIEU OF DETAIL "1/51.2 AT - -- --- — PROVIDE ADD'L. STUDS -�- • *' AS REQ'D.-FOR CRIPPLESr� v± I - DOWEL S ARE TO BE SAWN OR IF SHEARED GRIND CONTRACTORS OPTION ^ ` r� o �o o °o r� �o OR IF F30LT HEADS ARE TO ENDS 1-0 REMOVE DEFORMITIES WALL FRAMING AND o �oo �°r�o X30 2 - CAREFULLY REALIGN 13AR5 AFTER TROWELING SLAB SHEATHING PER PLAN (2) #4 CONT. TOP o 0o BE COUNTERSUNK I m TO INSURE BAR IS PERPENDICULAR TO JOINT r 4 "�`�' o SLAB ON GRADEHORIZONTALLY AND VERTICALLY 1.2 THICKENED PATIO SLAB SLAB AND REINF. AND REINF. PER 3 - GRE/`.SE ONE END OF Bo:R SLAB AT PER PLAN /PER PLAN -BEND INTO PLAN II s //y�.am� INTERIOR FOOTING AS SHOWN COLD �L/C�WELED) CONTROL ?OINT - - ---- -- SHEAR WALL CONCRETE RETAINING • a s II I 1 A NOTES:- ALL :ONSTRU;TION (POUR) JOINTS TO BE COLD CONTROL JOINTS ' 6" WALL � . � . EMBED PER - SEE PLANS FOR LOCATIONS OF JOINTS I I EMBED I , " " a' •' #4 HORIZ. AT 16" O.G. A3o� HEX HEAD o' i I NOTE: 1tiIrIBEDMENT - CONTRACTOR POURING SCHEME WILL DETERMINE WHICH JOINTS ARE ` , I " ' n ANCHOR BOLT .'.. ., .. .,'.�'�.. ., t'. MAY.PROJ�C COLD C.J. AND WHICH 4RE WET G.J. 5. MIN. I Ila ^ v ^ `; o oho o` poo r' r�o ? "s" BARS SIZE PER SCHFDUL-E ¢i' INTO FOOT v - CONTRACIUR HAS THE OPTION OF USING EITHER ZIP STRIP OR 4 �� oo I a 11 0 SAWCUT FOR WET JOINTS AND EITHER DOWELS OR KEY AT GOLD JOINTS. e I 1 O S ti — n ' 1 TYPICAL CONTROL 7 INT - v ^ n ���.� 211 cLR CONC. WALL LVGJOINT 11/2" = I'-o' •. • ',��: "; ' -- SEE FDN. PLAN FOR ANCHOR BOLT SCHEDULE 1- „" t. '; ;'''" ti,'1 •' 311 GER "b" FOOTING BARS FTG, CONDITION, HOLDOWN* ANCHOR BOLT * MIN. EMBEDMENT HOLDOWN POST RI ,; (2) 74 bOWE;_EU INTO oopa (2) #4 CONT. BOTTOM " . ' " ,' EXISTING S'rkM WALL v _ _ 3 4 DIA. 12 2 2 X 6 �) i1 fi BEND VERTS. INTO PHD5 EXISTING PROPOSED yf AND SET IN EPDXY 8 I 1 _ -� ADHESIVE WITH MIN. I I I-i c FOOTING TOE AS SHOWN * NOT ALL HOEDOWNS LISTED OCCUR ON THIS PROJECTUn NEW ADDITION 5" EMBEDMENT MIN' —III= AROUND CONTINUOUS ** AT EXISTING, DRILL AND SET IN SIMPSON "SET" ADHESIVE Q� -I FOOTING REINFORCING WITH lo" MIN. �MBEDMEN7. M"'�� EXISTING WALL � • FRAMING WHERE aoTIN DETAIL �1 FOOTING DETAIL _ -- - - - q HOEDOWN DETAIL occuRs _ NEW WALL FRAMING FOOTING SIZE 1- HOEDOWN I" = I'-o' ' WHERE OCCURS PER PER SCHEDULE PLAN `� n FTG. BARS Q "d' WASH M WAL. AND FOOTING SCHEDULE A,;,• ';o nda•'�• ';o'er L�'c �•' ,�'"���'ci • L , „H11 11�11 111511 ,1},I1 "a" VERT. BARS "b" FTG. BARS ILII FTG. BARS NEW CONCRETE 51-AB T PER PLAN -TOP OF 4 AT 18 O.C. (5) 5 CONTIN. 1 11 I_ II I_ II II #5 AT �" O.G. TO 3'-tC/" # 11 # CONCRETE TO MATCH 8 o I 6 3 0 16 #4 AT 18" O.C. 3' TO TOP X 41-011 J� TOP OF EXISTING WITH MIN. 30" LAP ' -o" I'-6" 1'-6" 16" #4 AT 12" O.C. FULL HT. (3) #5 CONTIN. • 41_011 1,_0'1 11_011 1211 #4 AT 16" O.C. FULL HT. (2) #5 CONTIN. 8 RETAIN�.NC WALL STC. A A EXISTING 1, 10 NEW SL T I'-0 FOUNDATION DETAILS .1 REVISIONS CRATE 0`)/©8/03 a FILE JOB (I0"_218 CWN TC CHK GS McDonald Str.9355 H UP2003-00532 8 of 10 LEWIS & VAN VLEET INC . CONSULTING ENGINEERS Sle2 18880 sw boones ferny road tualatin orsyyon 97082 (503) 1385.8505 phone (503) 885.1208 fax OF SHEETS 3;\03218\03218S12.d,vg, 09/10/2003 11:32.34 AM NOTICE: IF THE PRINT OR TYPE ON ANY I1 1 III I j l III III III I I I' II��I III III III I I I I I I III I I 1 I I 1 III I I I I I I 1II(III III III I I I I f l l Ill III I j,I, III I l l l l l l I 11 III III III I I ill III t i l l l l l III I I I' l l l l l l l I I I I I I I l l l l i l l 1 I I 12 I I - I. 1 -�- I 14 I---�-15L I --I-- 1.61 I- I--I-"��I-�-- I gL- 1- - I- -IL=l--1 --1 �---- JOIL.IMAGE IS NOT AS CLEAR ASTHIS NOT'CE, 1 i IT IS DUE TO THE QUALITY OF THE "�38 ORIGINAL DOCUMENT 8 Z �Z [Z O Z 61 T 8[ Gl I 9[ 4[ I 1((lllll ►Illlllll IIIII II �IIIIIIII� III �IIII 4 A( Y kt RI \RF D PRO,cF `z aaszsrr: r EXISTING PROPOSED RI 10 SIM. c� ���>> Nr F,P NEW ADDITION 52.1 /NEW FLOOR SHEATHING AND EXISTING PROPOSED W AI IN R .-_ - -- -- -A - -- -+ � �s� 52.1 �2•) C �'�/ 0 E ;0 N L G PER PLAN NEW DDITION `r FRAMING FRAMING, n ' 00 NOTE.: FOR I IO I _ - - _ - 3 2 X 10 NOTE 2 _ _. s I -_ NOTE � (1) 2X10 - cpec TYP. SHEATHING / FLOOR 70ISt5 F'ER PLAN DDT N �_.__ _._ _- -_ . �I E!?GE NAILING WITH SIMPSON "MIU211" INFORMATION SEE 2 � Hy FACEMOUNT HANGER AND `_lX ' I F'XI'IRI:S 6-30-04 (2) 12d TO WALL TOP PLATE EQUAL _--EQUAL - 52.1 AT 24" O.G. i I'. I IT 411 8 rio �' --- •1 - --_ Ili -�,r,�-�-.T-��=•r - 52.1 I I , 1 I I 52.1 r ]111 11 H -- -- o CA ) - - -- -- - - - ---- ^--- - -- - -- _ Z 1 Z X 10-- --- - -- -- - - -- I— 1 _ -� 52,1 _ � I 1 1/2" TIMBERSTRAND SIMP50N TIE STRAP -- - -- t f I I it CONT. LEDGER WITH r- - (E) 1 1/2" TIMBERSTRAND (4) Ibd A7 12" O.C. TO PER PLAN TO FLOOR _ �4 __..- FRAMING II II I w l NOTE 2 - \ RIM JOIST ._._ �_ . _ _ . I .�_. FRAMING ~ �' EXISY- RIM -PROVIDE SIMPSON "M57C28" AT FRAMING. PROVIDE I WEB STIFFENERS A7 SPLICES TJI CONDITION cv -..__,_...._.�:.. I I� I '; - � NOT � J 1.. (E) OR NEW WALL r.- __. O x FRAMING PER PLAN - -- NEW HEADERS PER X II I LAN AT OPENINGS 52.1 52.1 X ? „ \ l I I I I j WITH (2) 16d AT 8 O.G. / (EACH 2X) FULL LENGTH MS - --- -�- - - -- - ---- ,� -- -- a � --..- rC40 $TG4m _. . _... �` '• l`v 52.1 � � w d _- rl C 2 FRAMING DETAIL 3 FRAMING DETAIL � A I FRAMING I � , < � = I'-0' S2 1 _ I-(d NOTE 2 EITHER-- _. _ --___---- _._ . .-_ ._----- - -- u RI ` SIDE -� : A 0 — i - I i EITHER IDE .' O f EXISTING PROPOSED BLDG• CORNER - RELOCATE EXIST. I ?v ------- EDGE NAIL WALL FRAMING AND (A co -_-� BEYOND SHEATHING --- -- -- SHEATHING PER PLAN &S821 X HEADER AS REQ'D. , I PX AND FRAME INTO _ rn NEW ADDITION AT DC)UF;LE �P �`'" EXIST. WALL FRAMING cv 7;t� STUD PROVIDE DOUBLE STUD ;t ,� NEW FLOOR SHEA ING AND - I ,. �,.� „I I ABOVE AND BELOW AT h NOTE 2 N NAILING PER PLAN STRAP LOCATION T't'r'. SHEATHING NAIL FLOOR SHEATHING _ - I I' I 1 II I EDGE NAILING NEW FLO R JOISTS PER PLAN WITH (2) ROWS EDGE SHEATHING AND 61 III WITH SIMPSON LUS FACEMOUNT NAILING AT SHEAR WALL _. I 2 X 8 A7 I �I 2 X" AT � S2.1 HANGER NAMING PER PLAN X I 24" O.C. ( 24 G i - -- --— — _ f- 1_.,r. - - - _ r - 1 X �D I 52.1 I I 2 X 8 LEDGER SHEAR WALL BELOW E - - WITH (2) 16d AT I I FRAMING ' \ I _ „ FRAMED FULL HEIGHTI °`� I'. / I''I --'� 12 O.G. -,.� SIM. NOTE' 2' _ � ',_.. II ..,' I I I ,:,,_, I ,• ".- I� _:_..____._:. (SO&I �\` - NEW HEADER PER SIMPSON STRAPPLAN TJI JO:StS PER PLAN 4 "L.SS210 2�FACEMOUN7 TH SIMPSONPER PLAN A � �J � FRN MIS 2 (E) 1 1/2" TIMBERSTRAND I L RIM JOIST HANGERS / -- - I �I I 2 i - L_..__II NOTE: FOR - ;; NFh/Op ; CON LEDGER ADDITIONALIPER -- TNF'ORMATIO N I I I I r NOT 5 SEE DETAIL 2 I, 52.1 52.1 � NEW HEADER--•-� ",��__- FRAMINGDET IL FRAMED INTO EXIST. WALL � I 2` 2 X Im 2. S4 OF C .? X 1 t I i I _ a FRAMING DETAIL I I t �2. S3 I" = I'-0" ---- - -- - - -- - - -------- - .__-__-----------.FRAMING____--_. ---- - - -- NOTE 2 �� -C- --- ei C EDGE NAIL I 1 52.1 10 FI �• SIM. 52.1 WALL SHEATHING MIN. (6) 10d AT / A7 PLATES BLOCKING -- - - CONG, TOPPING 2X RIM WITH 12d 14'-0" 14'-4 1/4" 14'-0" 14'-0" 14'-0" TIT BLOCKING PER PLAN TOENAILS AT 8" O.C. 1 11 At 4'-0" O.G. FLOOR SHEATHING • . , , 18 1�1 1� 3 2 17, PER PLAN 2X JOIST - L NOTE., FOR ADD' PER PLAN INFORMATIO II I j 52.1 12d TOP AND BOTTOM 's BOTH ENDS SIMPSON "A35" AT 12" O.G. AT x- DECK SHEAR FLOOR JOIST 2X JOIST WALJ_5 PER PLAN PER PLAN 1 2ND FLOOR FRAMING PLAN I _ � SIMPSON 'LUS' S 2. 2ND FLOOR FRAMING NOTES: 1 1/2" TIMBERSTkAND FACEMOUNT AND NAILING PER 118 = 11-011 - RIM 70I5T WITH 12d HANGERS PLAN II LEGEND I,) FLOOR SHEAT141NG TO BE 3/4 T $ G CDX PLYWOOD PANEL INDEX 48/24. TOENAIL AT 8 O.G. -- 2 X 8 LEDGER WITH NAIL SHEATHING WITH 10d AT 6" O.C. ALL SUPPORTED PANEL EDGES AND CONT. DOUBLE PLATE (3) Ibd AT 12" O.C. 10d AT 12" O.C. FIELD. GLUE SHEATHING ALL SUPPORTS WITH 3/8" DIA, _INDICATES 2 X 6 At I6" O.G. STUD SEARING/SHEAR WALL -LAP 48" ALL SPLICES BEAD OF CONSTRUCTION ADHESIVE. AND NAIL WITH (2) �1 FRAMING DETAIL ° '� " Irod AT 6 O.G. -_ _-_,�- -_ 2.) PROVIDE HORIZONTAL SIMPSON LSYA30 TIE STRAP AT LOCATIONS � -INDICATES 2 X 4 AT 16 O.G. STUD BEARING/SHEAR WALL �D Fi j,�� S6 I" = I'-0" It,DICATED (3 EQ. SPACES t AT WEST END AND 4 EQ. SPACES t AT 2. EAST END). TIE EXISTING BUILDING FLOOR FRAMING MEMBER TO -INDICATES NEW FURRED WALLS. SEE ARCH. DRAWINGS FRAMING PLAN FRAMING DETAIL NE1,4 FLOOR JOIST OR MINIMUM 2X STRUT MEMBER NAILED 70 FOR REQUIREMENTS (MIN. 2 X 4 A7 O.C.), FLOOR SHEATHING WITH TYPICAL FLOOR NAILING• AND DETAILS C' S5 I' = 11-01i "-`- NOTE: FOR ADDItIO AL �--�-� -INDICATES SHEAR WALL TYPE. SEE SCHEDULE, SHEET SI.I. ..�2. EDGE NAIL WALL INFORMATION SEE 3.) ALL HEADERS 70 BE FRAMED WITH MINIMUM 2X CRIPPLE AND 8 SHEAR WALLS INDICATED ON FOUNDATION PLAN OCCUR FROM SHEATHING AT 2X KING STUD. AT HOLDOWN STRAPS NAIL TOGETHER WITH 10d AT FOUNDATION TO FLOOR FRAMING ABOVE. SHEAR WALLS SHOWN REVISIONS DOUBLE STUD - f� - 52.1 2X RIM JOIST WITH 12d II TOENAIL AT 8" O.C. 6 O.C. STAGGERED. ON 2ND FLOOR FRAMING PLAN EXTEND FROM 2ND FLOOR TO - - --- — - RIM 701St - .-_ AND (2) 12d EACH BLOCK 4.) CONCRETE TOPPING A7 EXTERIOR BALCONY/DECK TO BE 2" NORMAL ROOF FRAMING ABOVE. 1 1/2" TIMBERSTRAND PPOVIDE DOUBLE STUD FLOOR SHEATHING PER WEIGHT CONCRETE OVER WATERPROOF MEMBRANE PER ARCHITECTURAL. TJI JOIST PER ' RIM JOIST WITH 16d ABOVE AND BELOW A7 PLAN PLAN WITH MIN. (6) 10d PROTECTIVE CONCRETE COATING ALSO PER ARCH. Q"j's TOENAIL AT 8" O.G. AND STRAP LOCATION AT BLOCKING -INDICATES SIMPSON STRAP HOLDOWN SIZE AND LOCATION -SEE12d TOP AND BOTTOM 5.) RUN NEW TIMBERSTRAND LEDGER CONTINUOUS OYER NEW OPENING .��' STRAP HOLDOWNS INDICATED ON SECOND FLOOR EXTEND ACROS EACH JOIST CONC. TOPPING WITH TYPICAL NAILING PER DETAIL 2/S2.1 AND MIN. (I0) 16d AT EACH SECOND FLOOR FRAMING. PER PLAN END OF SPAN -- ` slM4soN STRAP PER PLAN - 1 12d EACH SIDE EACH JOIST ,-• --- - ------ NAIL STRAP EQUALLY TO SHEATHING — DOUBLE STUD - ---- -.- ---- PER PLAN\ -_ ABOVE AND BELOW - -- 2X JOIST DATE. O`1/08/03 CONTINUrUS PER PLAN - - - - - - -- TJI FLOOR JOIST \SEE FILEPERPLAN 2X BLOCKING AT ____-_-PLAN FOR 48" O.C. JOB 03218 FRAMING GUNDItION DWN TC CHK_GS CONT. DOUBLE TOP PLATE SIMPSON "A35" A7 12" O.C. -PROVIDE SIMPSON "MStC28° AT DECK SHEAR WALLS McDonald Str.9355 AT SPLICES — ./•• _ BUP2003-00532 sor 10 8 FRAMING DETA11- FRAMING DETAIL rlo%� FRAMING DETAIL LEWIS & VAN V L E ET INC . S2el J�2_ Sl I' = I'-0' S 2, S8 I' = I'-0' 2, SEP3-I I' = I-0' 8880 ew booneeCONSULTINferry Nroad E E R S tualatin, ore on 97082 9 - - _ (503) 888.8805 phone (503) 885.1208 fox OF sHEETs 1\03218\03218S21.dwa, 09/10/2003 11:34:05 AM NOTICE: IF THE PRINT OR TYPE ON ANY fl�llllll1111 111I111III1I1 111I1III111IIIT illrllllllTlr4111IIIrIII1Ir I I� IIIIiI111It11 1111111i11111,L1, IItIIlII1ItIl�l 111I1111111ItII Iltllltllitllll IIIIIIIIIIIIIII 1111111 1111111 -- IMAGE IS NOT AS CLEAR AS THIS NOTICE, --- -- _�-- - -�--- s� - / g I 9 10 11 1 1 IT IS DUE TO THE QUALITY OF THE No 38 "" ORIGINAL DOCUMENT o�£ 8Z I EJlZ G�Z 9T, Z �1111111 ZZ8T 9t GT 9T 8T 6T ST F11111111', 4(IIIIIIIIIII I 11�I� I�III ►I� II,I ���I ►Illlli��i�llil�lll�lllllllll�llllllll � I II► 1 I � I Il III 111111111�111111III�IIIIIIIII�l1llL1111111111111111 ll�ll.11ll�lll i { r RI RI y�Ktic t'U ,f PRO �, ~� �'cs 1 N I'll "Oy EXISTING PROPOSED EXISTING PROPOSED 6 �- ----- 53.1 ``53.� `zaaszst�e P a NEW ADD. riON f NEW ADDITION -- EXISTING SHEATHING AT BLOCKING j TRUSS T-2 (3) 2 X 10 ROOF NOTE 3 ROOF NOTE 3 (3) 2 x 10 TRUSS T-2 1. (S'� AT 24" D.G. -- --- - SS O )k ;a c N PANELS I I i , � � ' AT .C. � .y N. NOTE, FOR ADDITIONAL - .�, l,� J TYPICAL SHEATHING EDGE NAILING INFORMATION SEE DETAIL .__?-.. I 2X12 CONT. LEDGER WITH _ 53,1 .. (6) I6d STAGGERED I/2" AT - � EACH BLOCKING r ANEL �i I IsXP1R1?S 6- 3q-U4 2X VERT. (2��ROWS OF 3 ``*`•. I I I I�� I — _ - -FAGH AT 24 O.C.) I r 4- GIRDER TRU�S (5-1 - - - - "_ o i EQUA EQUAL i i � � -- i _.• _. a 104 __._. NEW ROOF _ r SHEATHING S PER PLAN ~ 00" NOTE 3 NEW ROOF TRUSS PER 2 X 12 LEDGER SPANNING f _._.................._.... _...._..._..._I .. _ . _.. _ L_... :_ SIMPSON TIE - - - I G �t ___... ....._..,______.....�_ STRAF PER - --�- _ PLAN WITH HANGER PER '-�` --� OPENING WITH TYPICAL ATTACHMENT � � ����j ROOF' NOTE 3 j � PLAN AT NEW TRUSS MANUFACTURER PER DETAIL 2/S3.1 AND MIN. (8) 16d 11 U I , r .__.._.__.._._-• TO EXISTING MANGERS REQUIRED AT SUPPORTING ENDS --- FULL LENGTH OF WILL) i NEW HEADER PER PLAN FRAMED (D- ca ► i;__.. _._..._. ._.-.__ _--___ _.__... V __._. _..__._-.._. ._t.__-_ _. _..__._.---_-----,- I kXISTING TRUSS OVERHANG INl"O EXISTING WALL `r � NIX TO BE REMOVED - �A 2 X 2 EXISTING OR NEW WALL FRAMING t� S3.1 �', \ 1..� X WHERE OCCURS PER PLAN -a - - ---- - -- - -- ----- - - -- - ----„ ,I - - 0 _ .. . .__. .. .__ _-- -__T - 53.1 53.1 -- _ - - - \NEW HEODER PERP A A WALL. B 14 W PLAN T OPENINGS :Y_ a i _ g I WITH (2) I6d AT 8 O.C. (EnGH 2x) FULL LENGTH 53.1 .___ _. - r2 G DETAIL 4 _ �R MING DETAIL., ..._......____._.... _..___. .___.:._.-___._-_.. _ - o RI 1 _70" r SHEAR I I I .... ._...._....... 53.1 u S 3. 5 3, R2 - Ir_-O-I, WALL I _-_. _.... _ ..�_. ._ BELOW �. IV ROOF NOTE 3------- R2 .._.__._---•---.-__ .. ._.__.._.._-_.-_ ___._ .- __. I I x ��+ O ROOF SHEATHING AND NAILING i � � PER PLAN ROOF SHEATHING PER PLAN j ry NEW HEADER AT II X ! Z EDGE NAIL ROOF SHEATHING ;t _• RELOCATED 4 IN OPENING INL..:.. �n I d WITH 2 ROWS EDGE NAILING ROOF TRUSSES PER PLAN ( AT SHEAR WALL ' EXIST. WALL I WALL SHEATHING AND -- 2 SEE ARCH. _ NAILING PER PLAN _ - --`]FOR SLOPE c _ _ __._ _.___.__-_-_.._. . + O � 53.1 SHEATHING EDGE - A —,------- - -- - r- - _ - II __ _, ,. - �" .� REQ'T. NAILING AT GI R T U55 G - _.__. BLOCKING PANELS a 1 __. _-.._._ f-� _ DS2r - Y'PIGAL SHEATHING I -_ EDGE NAILING cc - _ --- -- _ 1. ,_ .__ SIM. NEW TRUSS ����, - __ ;-_- - _-- - -- -- - - - - - - L_jPER PLAN �\ R .._ -- _ - ROOF N TE 3 TRUSS T-2 I 4 T24" 0 " (3) 2X10 a SHEAR WALL BELOW FRAMED _-- TYP. 1- 53.1 _ ___.._.__. _ . � �� • ; 1 i *(�., . ._ �...(, ROOF TRI JSSES __ PER PLAN . _ FULL HEIGHT _ 2X4 FLAT 2X4 STUD BUILT IN WALL FRAMING AND NAILING BLOCKING BLOCKING PANELS ;t PER 2��D FLOOR PLAN (2X4 EACH END, TOP cv t ' x ' 4 FRAMING DETAIL AND BOTTOM) n_ PLYWOOD SHEATHING _ _:. . AND NAILING PER i j Ii I n Z �3_ - 2 X 12 BLOCKING CONT. PLAN i j __.. _ •• ' GIRDER TRU G-1 USS -2 ROOF SHEATHING PER PLAN T 24" C HEADER PER PLAN OF — 5 FRAMING DETAIL -: NEW TRUSS PER PLAN r WALL SHEATHING AND ve:3, A50-2 3/4 NAILING PEr? PLAN SHEATHING EDGE „ NAILING AT ROOF NOTE 3 6 ^ BLOCKING PANELS (3) 2 10 S3.1 53.1 TYP. j SHEATHING EDGE OPP. NAILING, TYmICAL 14'-0” 14'-4 1/4" I. 14'-0" 14'-0" 14'-0" A V L _ L 2 X 4 BLOCKING � �--+ - - 18 17 1� 3 2 1 Cl ) t-+ CIS 2X6 CONT. LEDGER WITH 2X4 STUD BUILT IN (3) I6d AT EAGI4 TRUSS BLOCKING PANELS SIMPSON A35 (2X4 EACH END, TOP AT 24" O.C. AND BOTTOM) 2X BLOCKING BETWEEN 1 ROOF FRAMING PLA TRUSSES N PLYWOOD SHEATHING ROOF FRAMING NOTES: /sit 11-011 AND NAILING PIER HEADER PER PLAN PLAN I.) ROOF SHEATHING TO BE: 5/8" T $ G CDX PLYWOOD PANEL INDEX 32/16, NAIL SHEATHING C /� WITH 10d AT 6" O.G. ALI_ SUPPORTED PANEL EDGES AND 10d AT 12" O.C. FIELD. GIRDER DIAGRAMS FRAMING DETAIL 2.) USE SIMPSON "MSTC28" AT DOUBLE TOP PLATE (GRID 1) AND LEDGER (GRID 1) SPLICES. �. A50-3 3/4' = i'-0' I 3.) PROVIDE HORIZONTAL SIMPSON "LSTSA24" 12E STRAP AT NEW TO EXISTING FRAMING AT ROOF FRAMING LOCATIONS INDIGATECr (3 EQUAL SPACES t AT WEST END AND 4 EQUAL SPACES t AT EAST NAILED 7 ROOF SEND). IF TRUSSES DHEA•�ING WITH TYPICAL ROOF T ALIGN AT TRUSS TNAILINGD MINIMUM 2X STRUT MEMBER W?L\\\� �```\ WI WI Lik\� _ NIX �` WI LLT = 50 PLF PLAN AND LLB = 100 PLF DETAILS TRUSS __ 4.) T-, H-, G- INDICATES ROOF TRUSS TYPE, SEE DIAGRAMS FOR PROFILES AND WI LLT = 50 F!_F DLT = 20 PLF NAIL 2 X 6 FASCIA LOADING REQUIREMENT'S. _ - LLB = 0 f L!- DLB = V0 PLF - TU LAST TRUSS WITH REVISIONS--- -- ---- DLT = 20 PL( IS ONS 4 I6d '� DLB = 20 PLF W2 LLT = 50 PLF TRUSS TRUSS EI-EVATIONS / LOADING DIAGRAMS: LLB = 0 PLF �A W2 LLT = 90 PLF DLT = 20 PLF NOTES: DLB = 20 PLF --__-_-- 53.1 LLB = 0 PLF i,) TRUSS PROFILES ARE SCHEMATIC, TRUSS MFR. TO VERIFY TRUSS DIMENSIONS AND PROFILES BOTTOM CHURb DLT = 2t?.'T PLF HIP TRUSS H-I - -- -- _ TRUSS _ WITH DRAWINGS AND DETAILS. TO BE MIN. 2 X 12 DLB = 20 PLF 2.) DESIGN LOADS FOR ALL TRUSSES AND GIRDERS ARE AS SHOWN. AS AN ALTERNATE LOAD TRUSS T-1 P CASE PROVIDE 20 PLf= LIVE LOAD ON BOTTOM CHORD WITH ALL INDICATED DEAD LOADS. 2 X 6 W) TRIM M AS R U HIP 3.) TRUSS CONFIGURATION (WEBS) TO BE AT CONTRACTORS OPTION. [`� � \' WI LLT = 50 PLF � BEAM AS REQUIRED � _ ' `_ � •,. •' \ WI LLD = 0 PLF 50 AS NOT TO PROJECT - !X � _ 4.) ALL TRUSS HARDWARE TO BE PROVIDED BY TRUSS MFR. AND MANUFACTURED BY SIMPSON � DLT = 20 PLF ----- STRONG C DLB = 20 PLF BELOW SOFFIT �N R G TIE. SI7.E5 �'!., REQUIRED. -- 5.) ALL TRUSS GIRDERS (0 BE 2 PLY (2- 2X) MINIMUM. WI LLT = 50 PLF DATE t2>�/(I�8/O3 TRUSS „ LLB = 0 PLF ----•------ W2 LLT = 90 PLF -- — -- 2 X 6 FASCIA 6,) ALL TRUSS FRAMING AT 24 O.C. UNLESS NOTED OTHERWISE. DLT = 20 PLF I_LB = 65 PLF FILE NAIL 2 X 6 FASCIA TO .ARCH. FASCIA LEGEND: DLB = 20 PLF DLT = 20 PLF NAIL EACh 2 X 6 INTERMEDIATE TRUSSES DLB = 50 PLF JOB 03218 FASCIA TO HIP BEAM WITH (2) I6d LLT = LIVE LOAD TOP CHORD FRAMING DETAIL TRUSS T--2 P LLT = 0 LBS DWN TC �HK Cx5 I :':tSC W TH 4) I6d LLB = LIVE LOAD BOTTOM CHORD LLB = 300 LBS DLT = DEAD LOAD TOP CHORD 2 X 6 X 8'-0" MIN, S3 '- DLB = DEAD LOAD BO DLT = 0 LBS FASCIA EACH WAY BOTTOM CHORD GIRDER C-�-I DLB - 190 LBS McDonald 5 � Tl'�='IOAL FRAMING AT CORNERS - 10 of 10 S3, coRNEREAVE 1/4' . i'-0" LEWIS & VAN VLEET INC. CONSULTING ENGINEERS S3sl 18880 sw boones ferry road tualatin ors on phone97082 --- - - -- -- - - tax ]; 3 . - - --- - - - _ -- - - - --- 503) 885,208 - - CF SHEETS \0 218\032�8S31.dwy, 09/10/2003 11.34.33 AM NOTICE: IF THE PRINT OR TYPE ON ANY �- I.I r�►I� I.L,►- III I,I I III 1 I III III 11 ! I l 111 III III III III III III I I III III III III III III I I I I I I I I III (I f III III III III 1111 I III IIIIIII III 111 11111 11 IIIIIII I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 2 14 I I IT IS DUE TO THE QUALITY OF THE IQ IL ORIGINAL DOCUMENT £ 8Z SZ LZ 9Z Z 6Z EZ Z IZ oZ 8L ST Lrf 9t 41i 6T Si Zi T[ t �8 8 I L I 9 I 9 1y S ZT„"nw 111111►IIIIIIIIIIIIIIII!1�1►1►lIIII�IIIlIIIII�IIIII II � I !! ` IIII�IIII IIIIIIIII�IIII�IIJ IIII�IN�IIII�IIII�I I it �IIII�IIII�II�IIII�IIII�IIII�IIII IIII II 1 11 � I 1 �IIIIIIIIItlllllllll�llIIIIIII� �I I IIII Ili�llllllllllllil lill�lll�llll�lll( IIIIlli11 lull l Ul � T �� 1►.—�—�11 II ISI I� Ill III NII