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5 UNE OF uul
TYP. ~'
/11
A10.1 STRINGER
A10
BELOW (FULL CID
RADIUS AND CAP ® .1 PERIMETER OF C
1 1/2- ENDS AT WALL RETURNS STAIRS/LANDING)
CLOSE END = 1'-11" 4
OF STRINGER A10.1
"�Up STEEL HOIST BEAM -REFER TO a
CONCRETE FLOOR SLAB 1 �_0» + 7' 4" 4'-4 3/8°
�' STRUCTURAL DRAWINGS
ONCRETE CAP AND STEEL DECK
= RUBBER TREADS
¢ AND RISERS REFER
z \
TO FINISH SCHEDULE NWO
\\ t
CID
-.: ELEVATOR DOOR
- - °�- • - - .:: ; BRUS ED 9 1/2m R30 BATT - -
1 1 /2° DIAMETER = ALUMINUM
= BRUSHED ALUMINUM HANDRAIL M AND FRAME :.• INSULATION (TYP.)
REFER TO HANDRAIL (TYP.)
RE :` - w o A10.1 • SIMPSON H1 AT Q -x/* ..... ���•
FINISH SCHEDULE .: zo ��//���„'�*11►`\\\���
:...
----- HANDRAIL BRACKET EACH TRUSS TYP.
ELEVATOR CA - T.O. CONCRETE (TYP-)
N EL 129 -6
STEEL BEAM � 2X8 TREATED TOP PLATE
REFER TO STRUCTURAL 3/4" TOGGLE BOLT AT CMU AND oo T.O. BOND BEAM WITH 1 /2" ANCHOR
DRAWINGS STUD WALL AND 3/4" EXPANSION 8" CMU HALF EL 128 -0
BOLT AT CONCRETE WALL COURSE BOLTS AT 4'-0" 0. C.
4x1 4 STEEL GROUTED '
SOLID co
B.O. TRUSS J
1 1/4x1 1/
ANGLES WELDED TO FACE OF WALL -
STRINGER (TYP) 6 EL 126'-1 172'
W
HANDRAIL TERMINATION A10.1 5/8" GWB ON 0
7 » _ WOOD TRUSSES T.O. BOND BEAM ' GW ON N
9 STAIR SECTION s _ 1'-0" Q
" � »EL 126 -0 5/8 B A O
1 1/2 =1 -0 WOOD TRUSSES LL W
1X4 WOOD TRIMco
— — — — — — — — — — (PAINT) REFER TO X4 WOOD TRIM Q Q
11 • TREAD — — — — — — — — — — FINISH SCHEDULE - (PAINT) REFER TO
4.
FINISH SCHEDULE W ox a.
Q
.r N N
Wo U
W�W RUBBER TREAD AND STAIR PLAN —FIRST FLOOR
t N RISERS REFER TO 2 ENLARGED S } Z 'Q w
1 1 /4x1 1/40/4 STEEL N FINISH SCHEDULE 1/ 4"
ANGLES WELDED TO
STRINGER (TYP) ; ' ':- :: - ••. _ ' CLOSE END 5 W ~ w
" OF STRINGER Al1 ELEVATOR DOOR ELEVATOR CAB _ Q
HANDRAIL 3x3x1/4 STEEL ANGLE 5" u-) AND FRAME
REFER TO 7-A10.1 WIDE WELDED TO STRINGER V ,J W
AND BOLTED TO FLOOR WITH
mo
(2) 3/8" DIA EXPANSION CONCRETE FLOOR SLAB Z W Q
BOLTS = '-0 4 = ''�' W
OF WALL STAIR SECTION `� T.O. BOND BEAM CONCRETE FLOOR I
FACE -
BEYOND 1 1 /2"=1'-0" '� i EL. 116 -0 SLAB O Q
" SUPPORT ANGLE BY
o ELEVATOR INSTALLER ,
i
TREAD BEYOND
N FlNISH FLOOR = -
" CLOSE END =
4'- 4 3/8-
" " 3'-4 1 2" 1 1 /2 1 /4 OF STRINGER ELEVATOR DOOR ELEVATOR CA
1 2 / AND FRAME
1/4 /
1'-0"
2" CONCRETE FILL A10.1 _
METAL PAN (TYPICAL) T.O. BOND BEAM _
RUBBER TREADS EL 114'-8-
AND
14 -8 AND RISERS REFER BRUSHED 11
" CONCRETE FLU_ _ - - TO FINISH SCHEDULE 10 ALUMINUM
HANDRAJL A10.1 TYP. 0 FINISH
V
2 . x w.
FINISH CEILING
.. _ i Crn') REFER T •
METAL PAN (TYPICAL) SCHEDULE •
REFER TO "
c O
FINISH SCHEDULE -4 i
6 /57-� S
F A10.1 A10.1
1 1 /4 X1 1/4-X1/4- ANGLES W W _
TO STRINGER (TYPICAL) 4J t� �, � DOWN �_ " ALUMINUM HANDRAIL
WELDED ( _0 2 0 UNE OF REFER TO DETAIL 7-A10.1 , 3
En
�- STRINGER
PROVIDE SPACER '_ r BELOW (FULL = 1 3
PERIMETER OF 1
MC12 X 10.6 STRINGER (TYPICAL) 1 1/4x1 1/4x1/4 STEEL T.O. BOND BEAM 1
WITH 3 4 STAIRS/LANDING) EL 110 -0 1
TOGGLE BOLT TO WALL / ANGLES WELDED TO 1
DIA BOLTS AT 2'-0" OC STRINGER (TYP) 4'-4 3/8" FINISH CEILING = 1
4'-4 3/8" - FLOOR
REFER To
FINISH METALPANSTIR p
STAIR SECTION 3 ENLARGED STAIR PLAN SECOND Sc 1 r
RAIL 1/4" = 1'-0" STEEL STRINGER CHANNEL 1
11 STAIR/HAND 1 1/2"=1'-0" 1
1 � 1 •0
1 1/2'
IM ON H1 AT 1
1 J 0
9 1 /2" BATT EACH TRUSS (TYP.) 11 _ _
INSULATION (R30) TYP. T.O. BOND BEAM A10.1
EL 126 -0
2X8 TREATED TOP PLATE 1/4 WOOD TRI 5/8" GO ON WOOD TRUSSES -
5/8" GWB ON WOOD TRUSSES 1 /4 WOOD TRI WITH 1/2" ANCHOR
(PAINT) TYP. STAIR LANDING '.:-:
1/4 WOO TRI (PAINT) TYP. BOLTS AT 4'-0" 0. C. EL. 105--0 13 16 _
00
(PQM) CMU BEYOND
CMU BEYOND CMU BEYOND ELEVATOR DOOR
8" SOLID CMU WITH 1�`` - ------ 8" CMU GROUTED
7'-4" " BULLNOSE EDGES T.O. LOW AND FRAME SOLD
8 TREADS AT 11 T.O. LOW CMU WALL
CMU WALL EL. 3 -8 A.F.F. PROVIDE 6"X8' CUT OUT
BRUSHED ALUMINUM EL 3 -8 A.F.F.
8" CMU SUPPORT ANGLE BY SEE ELEVATOR
HANDRAIL (TYP.) 8' CMU GWB BEYOND CONCRETE FLOOR SLAB ELEVATOR INSTALLER MANUFACTURER FOR
CONCRETE FLOOR SLAB LOCATION
o CONCRETE FLOOR SLAB
ELEVATOR SUMP PIT FINISH FLOOR
CONCRETE FLOOR SLAB BRUSHED ALUMINUM FINISH FLOOR
C-4 FINISH FLOOR HANDRAIL (TYP.) EL 116 -4 LADDER
r--' STEEL BEAM -REFER TO EL. 100 -0 FW-
FlNISH FLOOR h EL 116 -4 ------STEEL BEAM .t
= r-� STRUCTURAL DRAWINGS CONCRETE CONCRETE FLOOR
EL. 116 -4 � $ BFAtuI REFER TO STRUCTURAL _
STEEL BEAM " FLOOR SLAB SLAB g
o cc REFER TO STRUCTURAL 9'-2- DRAWINGS r_� 5/8" GWB ON 3 5/8" Z
co
REFER TO STRUCTURAL — i „ DRAWINGS TREADS AT 11" STEEL STUDS AT 16" O.C. N O
CD r-� CONC. FOUNDATION WALL O o Z
DRAWINGS N 11 0 10 LINE OF STRINGER SEE STRUCTURAL
9 w A10.1 BEYOND DRAWINGS. 4• _ Q N N
A10.1 ;r, N B.O. GWB CEILING -", "' STAIR LANDING
2° CONCRETE FILL IX EL 112 -0 EL. 111 -3 3 16
PROVIDE SHEET AND VAPOR BARRIER 4 e p w
STAIR LANDING METAL PAN $TAIR I I (2) LAYERS 5/8" GWB 9 � B.O. GWB BULKHEAD h ,
EL. ill'-3 3 16 g - EL 110 -0 PROTECTION
V Z
ON 3 5/8' STEEL "� 1'-11" .d PROTECTION BOARD OVER - a
A10.1 0 co FlNISH CEILING REFER 7�-4» FINISH CEILING -REFER
SIM. A10.1 STUDS AT 16' O.C. WALL AND FOOTING REFER DI STRUCTURAL DRAWINGS
,�, a TO FINISH SCHEDULE 8 TREADS AT 11" TO FINISH SCHEDULE " • FOR ADDITIONAL INFORMATION ON V
B.O. GWB BULKHEAD
WB BULKHEAD `� DRAIN TILE-\\ DEEP FLOOR REINFORCING AND FOOTING SIZE.
.O. G EL 108 -4 N E5 BRUSHED ALUMINUM a
o `O �I I HANDRAIL SUMP -REFER TO J
EL 108 4 � )
i 11 11 `" STRUCTURAL DRAWINGS ..�
�I ELEVATOR PIT C3
STEEL BEAM T.O. BOND BEAM I I A10.1 LANDING __ _ _ •- - EL. 96'-0-
A10-10
"r
REFER TO EL 110 -0 I I EL. 105---0-13T1 I o
STRUCTURAL _ a. i =. Q
2" CONCRETE FILL c° ..• 1 J .a a LLL
DRAWINGS N , i .i . i _ • . }
METAL PAN STAIR 8 9 m
SIM. AI DA a � A10.1 o ONCRETE FLOOR SLAB � � � � z W
2" CONCRETE FlLL N Q
CONCRETE FLOOR SLAB METAL PAN STAIR
CONCRETE FLOOR SLAI-\ L L
--- - . • ----. .:. -• _ - RENOHATIONS
8 ELEVATOR SECTION CHERRY TREE SWI3ALL WMPLEX
4 A10.1 STAIR SECTION 1 _ 208032.00.00
STAIR SECTION 1/2" ' —o"
STAIR SECTION 5 ,/4" it—on
1/4- = 1'-0"