HomeMy WebLinkAboutS1.1 Roof Framing PlanC
0
m
0
i
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City
of Camel
�VT�t�B*VAWML
DATE: 08/19/19
4 EQ. SPA. =
IL I I I I
1 1 1 I I I
I 11xl �11 I I
C3 I 1
1 7 7 5 $
4U 1 I I
S2.1
s� \ot
xl' 111
�I
60 JISK,I SP71
C3 fl I1111
1 1 I I I
S2.1 Iv
W14x22 IS NOT C2 JST. BRG. EL. = 118-5
CENTERED ® A-2 i
3.7
57'
EQ. SPA. = 20'-14"
31'
15'-7"
3"9) ( 4
—5"
3 EQ. SPA. = 15'-7' ' 1 4'-84" 1
15'-7j"
I I I
M
4.7
5
4
EQ.
SPA.
= 19'-6"
4
EQ'
SPA.
= 21'-10" 1
I
I
I
5.5
H
26'-1" 6 EQ. SPA. = 31'-3"
I I
I6-1 JST. BR EL. = 116-10 JST. BRG. E = 116— 0
9 IN I
C3 0S . to l 1
1 J4 4 x I 1 Irj I
1 52' 4 4 422
S2'
JST. BRG EL. = 116 —1 3 JST. BR EL. = 116 —11 4 —
C3 I
1 °xl I 1 1 ICA
Qo!
I I I I I I I I I I I I I I I I I I I I I I I II
20K SP1 I 2 K SP1
1 L4x4x} R T U FRAME 1 1
I I I I I I
1 I I I I I I 1 Oncic(
RD. SIZE & CATION
10
ARCH. DWGS. 8
CAnONS
CS2.1 CC1 1 1 SIN I I I I I I
1 1
J T BRG E . = 117-1 5 8 ° JST BRG E}. = 17-7 5 8" JST. B GEL. 117-7 8 ° JST. BR EL. 17-7 8 ° JST. BRG EL. = 11 — 5 B
1 I I I� I I
I I I I I I I I I I I I I I
ot s� I sf J 2 s� 1, 1 1 I s� 1 1 s� 1 s� sf, $21
I I I I I I I I I I I I I I I I I I 1
fi I fit
�I 1 I I I I I I I I I I I I
24K SP�1 1SPP I 3 i 20K SP1 3 I 2dK SP1 I
I I I
I I I I I I I I I I I I I I I
L4x4x3 8 BRICK BRG.
1 I 1 i ANGLE ON C7x9.6 1 1
® 2'-0" O.C.
1 1 nAl
n I 1
Q3 11 C3 `—_ C3
I 1 I 1 W14z22 W14z22 / W14z22 I I I I I I I I I I I
JST. L. = 118 —3 1 2Al BRG. EL = 111 12" Nm
x~ 4° = 1 — 1 4a BRG. E4a
— 1 3 S2.1 S: 52.1 3m I I I I yl I I I I I I
l 1 W21 x44 C2 1 1 W18z35 L1 C2 1 1 11111805 1 1
4.1 JST. RRG EL = 118-5 1 d n JST. ARC. EL = 11H-5 1 4 .NT. RRG. FI. = 118'-5 1/4"
2z14
C7x9.8
COLUMN SCHEDULE
MARK
SIZE
BASE E
Cl
TS6x6x1/4
PL 3/4" x 12" x l'-O"
C2
TS8x8x3/8
PL 3/4" x W x V-2"
C3
TS8x8x1/4
PL 3/4" x W x V-2"
NOTE:
DESIGN ALL JOISTS AND JOIST
GIRDERS FOR 15 PSF NET UPLIFT
22 GAGE
WESTON POINT RETAIL
ROOF FRAMING PLAN CN
SCALE: 1/8"=1'—O"
NOTES:
1). JOIST BEARING ELEVATION PER PLAN
2). EDGE OF DECK PER ARCH.
3). INSTALL BRIDGING PER SA SPECIFICATIONS.
4). o DENOTES TOP CHORD COMPRESSIVE FORCE
5). ALL BEAM END REACTIONS ARE SERVICE LOAD REACTIONS. MINIMUM
DESIGN LOAD = 13K IF NO LOAD IS SHOWN.
C
82 PLF DL
36 PLF LL
DE
82 PLF DL
76 PLF LL
SEE PLAN
(DESIGN JOIST FOR MOST
CRIQjL7SJLClYl17Oy)CAL CONDI70M1
SPi
SCALE: NONE
ME
13
y
will
E i
A R 9 H I T E C T 0 R E
5719 LAWTON LOOP E. DR. # 212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288. 0753
E
Structural Design, Inc.
7E71 UST US Nor 52
New Palestine, Indiana 46163
TOP CHORD (317)MI-TRS Pv(i l6/-779tl
No.
* PE60870367
II'O STATE 6
$ IUfIT tRC.
THIS DRAWING AND THE IDEAS. DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART. WITHOUT THE WRITTEN
CONSENT OF CURRANA CHITFCT IRE
O
COPffiIGHT 2017, CURRAN
WESTON POINTE RETAIL
WESTON POINTE DRIVE
NORTH MICHIGAN ROAD
CARMEL, INDIANA
PERMIT SET 05.20.19
REVISED 05.27.19
SD116-093
S161