HomeMy WebLinkAboutFile Documents.301 E Hyman Ave.0027-2024-BCOM (5) NOTES:
1.VERIFY ALL DIMENSIONS IN FIELD s I U d i o
2.PROVIDE BLOCKING FOR ALL
ARTWORK,TOWEL BARS,TP,ETC. KUULLA STUDIO,LLc
557 NORTH MILL ST.*201
3.PROVIDE WATER RESISTANT GYP.
ASPEN,CO 81611
OR EQUIVELANT BEHIND ALL PLUMBING GAVIN@KUULLASTUDIO.COM
FIXTURES,SHOWERS,TUBS,ETC. 970.366.6333
4.OFFSET STUDS WHERE NECESSARY
SO THAT FINISH WALL SURFACES WILL
8E FLUSH
5.DO NOT SCALE DRAWINGS
6.ANY INCONSISTENCIES IN THE DWG
SET,OR UNVERIFIED DETAILS,NOTES,
V
U U U imililill
DIMS,ETC.TO BE BROUGHT TO THE
a ARCHITECT 8 OWNERS T
al
n�_---- EXISTING BRICK IIIiIiiIuU
EXISTING BRICK LEGEND:
51-1311 = SIDEWALK 51-1-I� 1• SIDEWALK O -EXISTING WALLS
8 i UIIIIIII INTE SNOWMELT D
IN NEW STAIR I I -NEW WALLS 8Ei
ti = _ = START OF CONCRETE IM=I I I/' *CONNECTION TO
STAIRS r= I,'./ EXISTING SNOWMELT @ LOW LKWAY g
_ *TOP TREAD IS FLUSH ��� -' P MMI111I-1
WITH SIDEWALK ��I'IIIII START OF CONCRETE9.
- x x x X �=-1-1-1 STAIRS
* NO SNOWMELT
_ gl
■1-1:1 i TOP TREAD IS FLUSH INSTALLED AT =
-'- '—I— WITH SIDEWALK NEW STAIRS °
al
II
IIIIII— — — = ) I II11-1
i _ @ — — — r�IN
65 R �115/8" 1 II—I—I—I
IIF W @�C�UL�aa��
(V 5 RISERS 8 ±
magd
4i READS�a12.5 _ODWN — I-
1-1-1-1 07/17/2024 �1
FINISH STONE WALL ( 1-1-1-1 ZONING
f" 5-6 PROUD OF I I 1
_ 1-111_STAIR WALL EDGE _ FINISH STONE WALL
�L ��—• - :� 5 611 PROUD OF
�� — _ _ — I , •lI ' I I STAIR WALL EDGE
— — NO SNOWMELT
\ INSTALLED AT (/) -
5 4 3 2 1 1-1-1 NEW STAIRS a 5
4 3 2 1 C II-11111.1
1I—I1 —
■E■I■_■I■ a
= 11MENEME CON ION TO H a
1.1.1.1 EXISTING S MELT V) O 9
111111i Z > .- 0IIIII— Handrails extensions ? - CCOO1
no Z1required top and
—1 bottom per 2021 IBC Q M k
section 1014.12"
horizontal at the top 0 0 N g
and one tread depth at I— = Z It -
the bottom U LA Ui 0 5
W a
3
ta/) 4) a U s
0 ao
1 EXISTING STAIR FLOOR PLAN 3 PROPOSED STAIR FLOOR PLAN aa
All 1/2"=1'-0„ All 1/2"=1'-0" /1
L.V E
W °
I
s
H H
a
E HANDRAI
BE RE-INS L °
TO CONFO TH 9
2021 I B 011.11
a
811 NOSING RADIUS OPER # ISSUE DATE BY
2021 IBC 1011.5.5 Lt
1 REVIEW 4.1.2024 GM
I
_O s
M HI3e NOSING PROJECTION
n�
4 4 PER 21/1 IBC
7 1011.5.5.1 1011.5.2�3
' L/ 11
►� X11 �o I
I
H. � RISER HEIGHT AND TREAD
DEPTH PER 2021 IBC -
1 1 11
1011.5.2 a
4-24 ri„..,„.5 EXISTING/PROPSTAIR LAYOUT11/2024
i IAODIXEXIMPLIANCE 1/2" „ a
denism
P,
9
2 EXISTING STAIR SECTION a PROPOSED STAIR SECTION x
Al 1/2"=1'-0" 111, 1/2"=1.-0" A 7 V
?. A-1. ■
RECEIVED
06/04/2024
ASPEN
BUILDING DEPARTMENT