00-0664-010 REVISIONS BY
FIRESTOPS. KEY NOTES : STAIRS
°
FIRESTOPS SMALL BE PROVIDED IN SPECIFIC LOCATIONS AS FOLOWS = y =
1. 2'-10" HIGH HANDRAIL.
(C) BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH 2. 3 -6" NIGH RAILING W/PICKETS TO REJECT A 4" i OBJECT. (RAILD4G MFR. TO ^^^^
RUN, AT THE TOP AND BOTTOM , AND BETWEEN STUDS, ALONG AND IN LINE SUBMIT SHOP DWGS TO ARCH. FOR REVIEW PRIOR TO FAB I I/2 RICATION.)WITH ADJACENT RW OF STAIRS. 3. 3/4" PLYWOOD LANDING. we t�-YU � RISER'
1 3i4„ �„ , ._ _ _ _ _ N _ �
230✓.i SAFEWARDS: 4. t,"
5. 2 X TREAD CUT TO SIZE.
(A) RAILINGS, STAIR-RAILINGS AND OTHER SIMILAR SAFEGVr4RDS SHALL =
BE DESIGNED TO RESIST A LOAD OF 50 POJ406 PER LINEAL FOOT 6. 4 X 4 WOOD POST TO RECEIVE LANDING PLATFORM. o
'1. 2 X 12 WOOD STRINGER ROUTED TO RECEIVE TREADS w 0 i
APPLIED IN ANY DIRECTION AT THE TOP OF SUCH E ARRIERS GLUED i NAILED . 30 MIN.NOTCH ® BEARING. w
V) � (0 �
(B) INTERMEDIATE RAILB , BALUSTERS , PICKETS AND OTHERS FILLERS 8 2 X 4 (PT)WOOD. =
SHALL BE CAPABLE OF RESISTING A UNIFORM HORIZONTAL LOAD OVER 9. 2 X 8 (PT) LEDGER W/ V2 ANCHOR BOLTS INTO GONG
THE GLOSS AREA OF NOT LESS THAN 25 POWDO PER SQ ARE FOOT, FILLED CELLS ® 12" GIC.
WITHOUT RESTRICTION BY DEFLECT BUT OF NOT LESS STRENGTH THAN " HANDRAIL ROUTED = p N
REC�UIRED TO RESIST APPLICABLE WAND LOADS AS SET FORTH HEREIN. �. 2 LAYERS OF 5/8 TYPE 'X GYP. BD. ll HR.FIRE RATED) FROM 1U00D 2 X 6. � � � � °
11. JOIST HAJJGER AT EA. WOOD JOIST lTYP7 N °O 12
(G)THE MAIN BUP�RTING htFJ'1BER8 OF SUCH VERTICAL BARRIERS SMALL 12.2-2 X 8 tU�. I.EDCaER I— 0 LO Lo w °LLI
BE DESIGNED AND CONSTRUCTED TO RESIST THE FORCES SET FORTH IN 13•DRAFT STOP AT THE CENTER AND AT EACH END I ' I w
P -2305, (A)AND (B)HEREIN , WHICHEVER T81r101@E CRITICAJ_ INTERMEDIATE BTRII�GERb HAI V D I`f-�t�� DETAIL I�l.T.S.
BUT REACTION OF THE SPECIFIED FORCES NEED NOT BE ADDITIVE. 15.NOT USED = v O w
LL NOT USED U
16.
� Z � J �
(D)HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A
LOAD OF NOT LESS THAN 200 POUNDS APPLIED IN ANY DIRECTION AND O Q O X CL a
NO . STAIR EWSINEERING TO BE DONE BY STAIR — a- Q Of
_°
AT ANY POINT ON THE RAIL
MANUFACTURER. SHOP DRAWINGS SMALL BE o w w p
SUBMITTED TO ARCHITECT FOR REVIEW PRIOR U
TO CONSTRUCTION °
_
0
0
0
NOTE; SEE STAIR SHOP DRAWINGS FOR S 1 31 I H ?J d :: 8
ATTACHMENT Of CONC. SLAB TO STRWC�ER 0
00
zz
= .
01 V
N V I
ST =
TOP OF WIN. SILL
we
ELEv 12'-2" µ "^ Q-b
t
0
II �
1 n i u 1 0 11 I n
I
ON I 1
I I I +f
II u i _
II
r. cq I o
--------- \ O
- r --�
� �
I
_
LL
_ o �
101, I 13
0
o
I Q II / II
+-} °
V
a
> +-4 �
La
cp I I I 1
p II II c
4 r 0
II II
II II II n d 0
II II W
i_
Fl r-1
II II T i
11 II II O t
3 11 i--i I I I ♦ it I � , I I I I � i n/ -(� v�
I I �x,
ix ,x� _
!e-_
on
II II °
II II
II II O
II / II
11 II W
H on
9 I I
IQ Ill 1 I I lI► vi
O a / W
on
6 i i 14
I I I I o REVERSE
ME
c0 - co
5 a MODEL A d
4 C14 Uff 12 o
8 ~ _ �
FIN. FLOOR j
SCALE 1/4 _� _0 F
^................._.........._.._..^....._..._....._.....^.w_...__...._..._......_........._..M ........._..._..._. .»...,................^....... _. ............:..................... ............
......:..:............................._.......................................m.»......................,.............
...........r...................v....^...^......,rs....,.....,.a..».............„......,........,^...........,........»..»s.„.....ss.,...............s........,.t......»„.✓...r......w.....».,»...........s..............................^,...,.,.............,,.,,....,....»..,.....,................ ,............,.,......s............................,...........................................,..............,.......,,.....,..,.,....
^.-............ ............
.�....................».,-.x.. „...,...,...,,..,.....,...»........»..„......._.........,....xs.ssxszsu..s'zs' ......
ELEv 40'-0” _^._»^ r..... ».,_s...._..»..»..».,_..^.x».»_s....».»..^.^.....x.__ .^.^.c»._.,_ r,»s.»., r..r...» x.._s..._......,» a._......._....^^... ._.r. _......_.............. .l.............. . »..»................._.................
r..rz. ............................................................ z
...........^,�w:;:, _.....�..,.»................_.,.,....^^»..,»...V.,�_...,...,.._ _ ,...,., _».. ., _....,.. _ _...�^.. M�m...,.,........_.............,,�.......,.......... ............................,....,.........r.m _...,...m.......... ..m ..........,,..,.......,,.,..._ J CHECKED BY ".
»•..•.». .y''^,..^».,......,........._».nxs,..ax..»._xa;.......c�'-'-....._.,xc-axs ....... »tta;.rw.c5,�is^✓�'xsx......»..cxsis;cz�',...^..........,............s......................s.s.s...... ............,...........................ss......r.....rrn,sssar'......................ssfxxxxs'r�..x.....xs................,......
...»Sri:"s.•:^a --;::::z;::::::::x-:'::a:�.;x .......
I-
- DRAWN BY
L) �
L
—III I I I I I_ DATE 02/01/00
a JOB 9628 o1
STAIR SECTION 3/4" ST STAIR FLAN SHEET
AT
�
W
"b AT SECOND FLOOR 3/4"
go. A-6
Q OF SHEETS W
N
°
p
' t
ARCIL No 7 7 1 2 /