HomeMy WebLinkAboutS230 - ROOF FRAMING PLANE.0
m
C.3 —
Imm
B.5 —
B.D
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City d Cannel
DATE: 10/14/19
8'- 3•
REF. 2/3210 FOR
OPLANE ROOF
FRAMING
ys 1 p 3
'ss S43J Iy q 5430
W14x22 - W21x50 All
16KSP
I 20KSP
F 5510
ROOF HATCH, 16KSP < 20KSP
REF. ARCH.
so 16KSP \ an
do � 20KSP
Q
a
tax 3 CT INJECTOR m
16KSP it 20KSPdI
I I w
5440 ti
16KSP d 20KSP '.
1�9s e —e e6
F
— 18KSP —18KSP
�Jb X-RAYSUPPORT FOLDI
FRAMING BELOW STACI
16KSP y DESIGN LOAD =1,400# WT=1
_TOTAL VERIFY wI MFR. s20KSP
5 1 xy ys
5621 440
0
16KSP �+ GO 20KSP
i� ii y�y b00`�2s <
Al
2Am n
SAS v 16KSP i° 0 20KSP
d
+s w -------------- —
r —— m
II —W J
W16x26 16KSP w p�------� 20KSP
Sd20 1'O ¢ 5410 n 1 3,000# RTU 1 SLOPE sic,
1
o 'S' a V12x14 a
da � /? i6KSP I 1 20KSP1 1
+}a' Lao
S510 +3 N �,��1i' AHU1
12ti 11,000# 1
1 16KSP 201 1
m
N a
ys12x14 5520 1 �s+
o `r°-ra 3 '� y d 16KSP �s---I 20KSP1 1
N
RTU z 1
12x14 6 — — 2,000#
I I
S420 16KSP �1(TYP.I 20KSP
o T05115'-67116' x y 412ti
6 I' lux
5420Cal
m 16KSP ^ 20KSP1ex
II
16x26 3 -C 3 L----NJ
Q.
m
y O w
16KSP w 20KSP
I
4 y}qi
16KSP y61' y0 b 20KSP �' y0y
S427y'CY�+6+A\ 5520 y1�
16KSP 20KSP
5
I s41g
BOD 115-4" 16KSP CD20KSP -
(TYP.ALONG
GRID 4.0 U.N.O.)
16KSP II OKSP II
3 m 3 5510 ann
41 N
1 KSP 20KSP w
�
I
24x55
Al30
FW1wl2xl46
BOO 12a'-4118" ——W12x14
tall
BOO 115'-3"
(FLAT TYP.@ c
CANOPY)
W1 x14 li
as a n S
6 slat
3
5430 slaty
(SIM) �
� Wt x26
8.-3"
D a.o
ROOF FRAMING PLAN
1/8" = "I
—7 —
8'- 3 1I8" S
54'- "
29'-9- 8'-3-
4
5433
\
��—
—
—
—-
W21x50
2
18KSP
Sall
18KSP
FOLDING PARTITION
OCATION
n
as18KSP
3 a
5440
_18KSP
W
w 14KC52
x
3
Al
i
I
I
I
I 5
1430
I
I I
I 18KSP
1H
LIGHT L LOCATION ^�
C 7, W 24x55
RTITIO II T
3CATI N 18KSP a `6
AAX. —m
O Y
callam I
^lb 18KSP
18KSP
416x26(
LIGHT EXAM
y LOCATION 6
sTG s 3 m 420
BOOS$ 18KSP ` / w 12x14 I
vs W yyb+y+In
7
a x S42
18KSP m
da w
I 3 5510
m Al X o
18KSP �9s w ;
5 I
5410 II N Al I
3 8520 18KSP —h y3` yB
d n
w ^ w Al +ws
N I
6 w 3
5410 16KSP 3 I
N Al
o da
m ss
18KSP
LIGHT EXAM a
LOCATION 3 5
� S4�
18KSP
LIGHT EXAM BOD 117'-11/8"
(TYP. ALONG
LOCATION - I GRID 10 U.N.O.)
18KSP
Hs\p m
>h
18KSP w is
0
18KSP
- 5420
18KSP
LIGHT EXAM
LOCATION m 3
18KSP -Lj�/
w
55 1
Iv I I
18KCS2 h <
w 3
W12x19 — —
I9 I
1 BOD 117'-0112"+s+
5420 �s
I I
I n
I I
I
2'-8" — — —
I I
2919. 1. B-3" 1.
3.0 2.8 IS
15'-4"
7
5430
W16 26
I I
W1 14
6
5430(SIM.) m
ry Al N
m 5�
SIM.)
2 Al 2
L 430 6d
w12x14
w21
BOD s" 5o FI+
(FLAT TY
@ CAXY) 1 N
PORTE COCHERE FRAMING PLAN
I
TOW (TYP@ RI128'-DGE)5"
.
BOD 124'- 4 118" 1 �}yy
W12 14 W12x14 TOW 124'-73/8"
H a a 8
W12x1 G W1 x 3430
N N N N
13 3 31
3
5427 W1214 W12x14
1 �A`PaCo
I
3.3 2.9
3.0
HIGH ROOF FRAMING PLAN
ROOF FRAMING PLAN NOTES:
,. ROD INDICATES BOTTOM OF DECK BEARING ELEVATION.
2. OPENINGS FOR ROOF DRAINS SHALL BE LOCATED PER
ARCHITECTURAL ROOF PLAN.
3. TOTAL WEIGHT OF RTU'S, CHILLERS, ETC., INCLUSIVE OF CURB,
SHALL NOT EXCEED THE AMOUNT NOTED ON PLAN.
4. REFER TO GENERAL NOTES ON S110 FOR STEEL CONSTRUCTION.
5. EDGES OF ALL RTU FAN CURBS SHALL BE SUPPORTED BY ANGLES
FRAMED BELOW ROOF DECK, REF. 2IS410 AT LOCATIONS WHERE
CURBS ARE NOT SUPPORTED BY STEEL BEAMS OR JOISTS.
6. REF. 3/S410 FOR ROOF FRAMING AT ROOF OPENINGS.
7. "SP"JOISTS SHALL BE DESIGNED BY MANUFACTURER FOR DEAD
LOAD OF 12 PSF (TOP CHORD) AND 8 PSF BOTT. CHORD(20 PSF
H— W
Z OC
IS
cgs
z
E
LI 7
0
2
G~~
Z <LU
=L
-
O LI
w
�==
A
z
> o'U
zow
W Ll
g
O
wa
iffi
c
=
n
g
w
E
0
2
'
Z
Loa0 0
m
0
�•• .. .... fO,
•• �eEG\SiERlD�"�.
No. PElOfifi942fi
`:
S TEOF
ONNI�
Seals 0911
EARLY
RELEASE
PACKAGE
N
CD
cc
�
X
W
Z
LU
L
Cz
J
J
U
j
W
=
z
N
O
�
N
6
C6
z
i
N0
LL
�,
U
U
Co
DO
cU
C
L1J
0
N
Bell
Dat
TOTAL). SNOW DRIFT LOADS ARE SHOWN ON 21S130. ADDITIONAL
WEIGHT OF MECHANICAL UNITS SHOWN ON PLAN.
B. JOIST MANUFACTURER SHALL DESIGN JOIST BRIDGING TO RESIST
W T
NET UPLIFT FORCES AS SHOWN ON 2/5120.
9. CONTRACTOR SHALL VERIFY MECHANICAL EQUIPMENTAND ROOF /
OPENING SIZES AND LOCATIONS WITH THE MECHANICAL L
CONTRACTOR. i
10. REF. S510 FOR BRACE FRAME ELEVATIONS AND S520 FOR ROOF
SCREEN SUPPORT ELEVATIONS.
COL. SIZE COL. SIZE
REF. PLAN REF. PLAN
�yQ+ � BASEPLHE
BASEPLHE ON SXXHEDULE
❑ REF. SCHEDULE ON SXX
ON SXX
COLUMN LEGEND Pmiect Number: 3018068
COLUMN LEGEND Date 09106-19
Sheet Title and
HART GAUGLER+ASSOCIATES
ea«naa
Strulatu12801
N. CentarylN.a Sung
lzem N. <ennw a.o.n•. wn.lwo
5230
DeIIm. Tdm 75243
9'I3.33A5111 / 9R]395M$ fax
3950
ROOF FRAMING PLAN
IIIIIIIIIIIZ219194
WEC
N SR