HomeMy WebLinkAboutS1.1 Roof DetailI 12'-6" 12'-6" I 11'-8" 15'-7"
I I I I I I
COLUMN SCHEDULE
MARK
SIZE
BASE B
C1
TS6x6x1/4
PL 3/4" x 12" x 1'—O"
C2
HSS6x6x1/2
PL 3/4" x 12" x 1'-0"
C3
HSS6x6x1/4
PL 3/4" x 12" x 1'—O"
NOTE:
DESIGN ALL JOISTS AND JOIST
GIRDERS FOR 15 PSF NET UPLIFT
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
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DATE: \\ 08/19/19
O F F PLF DL
137 PLF ILL
WESTON POINT RESTAURANT
ROOF FRAMING PLAN If
SCALE: 1/8"-1'—O"
NOTES:
1). JOIST BEARING ELEVATION PER PLAN
2). EDGE OF DECK PER ARCH.
3). INSTALL BRIDGING PER SJI SPECIFICATIONS.
4). <> DENOTES TOP CHORD COMPRESSIVE FORCE
5). ALL BEAM END REACTIONS ARE SERVICE LOAD REACTIONS. MINIMUM I
DESIGN LOAD = 13K IF NO LOAD IS SHOWN.
OR
2 PLF DL
77 PLF LL
SEE PLAN
SP1
SCALE: NONE
1
1
a
n
E 1
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.
727/ fBST ES M 52
New Palestine, Indiana 46163
(i A61-7796 Ic (317) A61-77K
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$ IUf1T � 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 CURRAN ARCHITECTURE.
O
COP)IFIGHT 2017, CURRAN
WESTON POINTE
RESTAURANT
WESTON POINTE DRIVE
NORTH MICHIGAN ROAD
CARMEL, INDIANA
PERMIT SET 05.20.19
SDI16-093
S161