Loading...
LB2003_42 2.60 I I . 8'-2" D 10'-6" • . In I 0 0 0 0 I i 14_3» 3„ 41,-0„ 0 0 1 i i 11 , 0 7'-6" o 1 - - - - - w i y ' `�' 8 TREADS 11�" cii I I I I I L I i I I I I EXPOSED WOOD 6 I0 7 6FiCTION DECK A9.10 , A9.10 \\\ E2M � I �i , .0.Z � �s I t i I f AI :mai, - N 1, ,_ i , IF- y�' ♦ A7.2 ♦ -♦ ' 1511r1IF �I _ - ' W DN In in - - PROFILED HARDWOOD co o > WALL CAP „�='e� ►� 7-0 rn �, dle mi. e=+ SECOND FLOOR �� j .�='� - SECOND R • - ,� - - - - - cam- - - - -�-- - U T - - - FLOOR g S a i + 14-2 „- Zinumurar +- 14'-21" • ' ► = ,,, .____-_:- „ 1 GYP. BD WALLS I „ - , 11 3A 1 , T c /moi - �' -/" � � • EV I _ CCS _ Lc, HANDRAIL SUPPORT ATTACHED - ,� , CYD - L Q `� -, - --}--I __._- _ _ - TO WALL. IIIP I1 I,, -co w C3-A) _, o CL ' COPE FLANGES OF STAIR STRINGER IL 1 �� I 1 'ELEV IDF Ill DF ! �' I ELEV I 3A I I I I ® ® AS REVD TO PASS BY ELEVATOR TS HARDWOOD HANDRAIL 11 I SUPPORT. l - I '� 11 9 I , PARTIAL HEIGHT t I u A7.2 _l- 0 l� TS THICKEND SLAB C� STAIR SUPPORT GYP. BD. WALL W/ 1 I6 _ `_► _ - - - _ g -- _ _ _ _ _, COLUMNS & STRINGER BEARING HARDWOOD CAP I I P ; i . 1 ,13 POINTS. VERIFY LOCATION W/ �m - i 1 1 u 3 - i `-r H ,,-' STRUCTURAL. CONCRETE FILLED Alk i �� �" o III I i > ,, ,-'' Ali METAL PAN STAIR ON A7.2 ; I ``' STAIR A7 2 P. I I STEEL FRAME. -- --. SiS1 HARDWOOD BASE I _ I I FOS 1 r _ FIRST FLOOR 1 FIRST FLOOR t i \ + 0'-0"� AT STAIR EDGE ` ( - +, 0,_0„$ -,* - i --/ -� I EOS I 4 6) 2>`: MTL RISER AND TREAD A7.2 i FINISHED IN CARPET T- ELEVATOR PIT. , D I \- ' ' I I ELEVATOR SUMP BEYOND I I i I I ( - _ SCTO -- STAIR 1 & 1L1VATO. I I , SiCTO\ TA � 1 A\ � � �ATC�� A7.2 A7.2 SCA-LE: 1/4" = 1'-0" 1 I 2.6 DASHED LINE X -S- -S- INDICATES EDGE OF » 3 » Alli7LIVATOR- -& STA R - \ LAG-1 .3LANI S=CO\ D FLOOR SLAB ABOVE 3 4343" A7.2 SCALE: 1/4" = 1'-0" 4„ 4V / / 6 x 6 T.S. COLUMN,v) , o o ow o SEE STRUCT. iw ' tiIL_ MTL STUD FRAMING STAIR STRINGER I GYP. BD. W/IN WALL CAVITY MTL STU STAIR TREAD SUf ORT t : = 02.1 0 2.6 0 BRACE OFF STRINGER _ ' EOS ANGLE r_______:77- STL. BRACING ' _ . _ . . a Q P M 0ANGLE, SEE ° �I� _ _ _ _ _l _ CA STRUCT. ' n , ---'6. C. 6,_1 - DECKING X CLOSURE 11r4 r ' EOS �` Q--- - ED - - - - - - - - - - - - - - - - a - - - El PLATE & ;ii I � I , 0 I3 T-8" CLF' 3"1! BEAM, SEE Ase- STRUCT. L I 3). \ ,,,1 1,_9» r3)i" ' I I ,-2» _ TEMPORARY HOIST // / " MTL STUD ;--;` STAIR TREAD & RISER ' ' BEAM AS REQ'D FOR o oism 0 0 0 I I L.L. w �`' W I �` SUPPORT STRUCTURE, BRACING. Lr--C---7ELEV. INSTALLATION. + +I HARDWOOD BASE ' COORD, ATTACHMENT II I I + +11 -1 -7.--- I I REQ'T FOR RAIL W/ GYP. BD. - ___ y__ ----- _ - - - - - - - - --- - -�- 1 - - - $ MFG. DLA\ DITAL - STAR - - -r C o ' 8 T ..1A9 & STRI \ G - R @ COL1V \ HORIZONTAL T.S. FOS 7 2 = '- FRAMING, SEE STRUCT. gik - A SCALE: 1 1/2 1 0 3A 3A A7.2 I I STAIR STRINGER 6 SLAB 1:-T,DC'T A STA R 0D \ \ G HARDWOOD BASE TO 0 SUPPORT COLUMNS AS rz REQD (TYP) In A7.2 SCALE: 1 1 2" = 1'-0" STAIR I 6 V IIr I STL. STAIR STRINGERFOS in IN WALL CAVITY A9.10 6 ' o _ _ _ _ _ �• _ _ _ 117" ‹ t _ _ _ _ _ _ ; TS COL. A9.10 w W T O EOS I •� �♦ ! (S-A) 11." -,t-- _ i ,�-1 / . i ♦ I I -r ' ••"' • -'♦ ELEV MTL STUD FRAMING -- to ��-�` = H ELEV r-f v IcFROM TREAD I i . „ N }- I El 1 I I c� o NOSING ''r d I I -al 7a a Q a GYP. BD. �-••, ,1- I I ' r ECOND� FLOOR ‘!5 3Alo STL. STAIR STRINGER - �► C PER PLAN, ° > t TYP. f,, . - -._ ._ , 0i IDF 3A 6A HARDWOOD BASE r, i .: o - p - - ■► BETWEEN GYP. AND a T- v_ `�'• .1, i, . A.' s' i EOS "' U TS COL. STAIR TREAD PAN I d 10 T d- 62 C.6 - - - - - - - - Q j - - - - - �, �t- I A7.2 I t i j FOS N STL. STAIR TREAD P= j -_ ---� c- . I z ....... .-- 8rn FILLED W/ CONC., STL. - i ,��� }� -- _ LANDING 2 4 I 7 A7.2 LANDING © SIM. i I I --I' I @> SIM. A7.2 ire A7.2 UP Ali '...--' ''' STAIR STL TREAD SUPPORT - , -,�co ANGLE c1" TYP. I I 3A Si I I DEFLECTION HEAD I E � I BELOW STAIR STRINGER - o i 0 FOS ,� o) LA\ 3TA_ STAIR - I Q o _ r I , � I -�- LANDING 1 I o i TRIAD 8� STRI \ G-R CO�� � \ 4 <7 DTAIL - STAR TAD & STRI \ G- 9 » = » til _ CONT. WOOD v A7.2 n Q N' lo - A7.2 SCALE: 1 1 j2" = 1'-0" A7.2 SCALE: 1 1/2 1 -0 , d- - HANDRAIL EA. SIDE , E EE , = - i rn w in p I c� w i inE ( Dh- - 1 - - - - - - - - - - - - - - -E \ - 4''-O" MAX SPACING ' N. FIRST FLOOR4, 1 I I I �1 -11 I TAMPERPROOF FASTENERS GYP. BD. I 9 8'-4'' I I I 5'-7)i'' 70-, Li . . I I 6 TREADS © 11/4 11 -6 Y 1Y"y 2„ / 4 / a- I I I cliii BACKING AS REQUIRED I Dion 11"� ^ter ,� TO THANDRAIL y4" STL WALL ` r-41 W 1 +3 0 AFF ,, < - - • 1-1 r ��� BRACKET, PAINT e � �• .a't ( ■__ - -- ( FINISH TO MATCH I I to �i STRUCT. L__J COUNTERSINK (4) 4 S_ CT LJ\ STAR 1 Q� _�_�ATO �_ TAMPERPROOF ( , 2 _�_�ATOR 8c S-A R A �ARGD �A\ FRS - BOOR -� © ® �. o /-------. FASTENERS FLUSH W/ A7.2 SCALE: 1/4" = 1'-0" A7.2 SCALE: 1/4" - 1'-0" t >- x-12 FO WALL BRACKET P7,/ Y4,' ,„. 1- - STL HANDRAIL SADDLE, 2" ' 3/4" TYP. FLUSH WITH HARDWOOD P:i / RAIL, WELD TO WALL l BRACKET VERTICAL HARDWOOD Ul 10 - A\ DRAkJE: 9 _,H-TA LS HAND RAIL 1 A 0 .2 SCALE: 3" = '.abT I < LI, ALL HAND RAILS ARE Tu BE Ii•• STL i INt INS(LAD 1-+ CD Revisions Date Drawing Title 25 November 2003 N CNo ELEVATOR& STAIR SI o 1 - ENLARGED PLANS � SRG PARTNERSHIP INC c'‘ 'ID, � 221b Q � Libraiy � �rcp e ar �,, � Consultant Project No � & SECTIONS N JON R. SCHLEUNING CD xxxx N ARCHITECTURE PLANNING INTERIORS Construction Documents ►.-3 Drawing No Dra wn TRG by E 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 • • PORTLAND,Lsj OREGON z Tigard,Oregon �� Checked by o, T:503.222.1917 F:503.294.0272 www.srgpartnership.comIII 9T TCE A7 • 2 ._ OF V