HomeMy WebLinkAboutSHEET S221 - Shoppes on Main Retail Building (Carmel, IN) 16i
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
DATE: 06/17/19
ROOF FRAMING PLAN
SCALE: I/8"=1'-0"
O Q
Q
30K SP1
Wu = 120 PIT
Wp1 = 90 PLF
GENERAL NOTES:
1. SEE S102 FOR STRUCTURAL NOTES.
2. ALL COLUMNS W10x33 U.N.O.
3, JOIST BEARING ELEVATIONS PER PLAN
ELEVATIONS ARE ABOVE REFERENCE
FINISHED FIRST FLOOR SLAB ELEVATION
100'-0"
4. JOIST GIRDER LOADS DO NOT INCLUDE
GIRDER WEIGHT.
5. BRIDGING SHOWN IS FOR BIDDING. JOIST
SUPPLIER SHALL DESIGN AND PROVIDE
BRIDGING TO MEET SJI AND OSHA
REQUIREMENTS.
6, PROVIDE FRAMES AT EQUIPMENT, DRAINS,
FANS AND HATCHES WHERE INDICATED ON
ARCHITECTURAL AND STRUCTURAL PLANS.
VERIFY SIZE AND LOCATION WITH
APPROPRIATE SUB —CONTRACTOR. SEE
DETAILS FOR ANGLE SIZES.
7. DESIGN BEAM CONNECTIONS FOR REACTION
SHOWN ON PLAN. REACTIONS ARE
UNFACTORED SERVICE LOADS, ALLOWABLE
STRESS DESIGN. BEAMS WITHOUT REACTIONS
NOTED SHALL BE DESIGNED FOR AN END
REACTION OF 20 KIPS ONO.
8. DESIGN JOISTS FOR A NET UPLIFT OF 12
PSF. NO INCREASE IN ALLOWABLE STRESS
IS ALLOWED. DESIGN JOIST GIRDERS FOR A
NET UPLIFT OF 5 EST.
9. VERIFY MECHANICAL EQUIPMENT SIZE,
LOCATION, WEIGHT, AND QUANTITIES WITH
MECHANICAL CONTRACTOR. STRUCTURAL
ENGINEER MUST REVIEW ALL MECHANICAL
INFORMATION THAT DIFFERS FROM THAT
SHOWN.
WCV klr%TCC-
1 1 1/2" 22 GA. TYPE B DECK, MIN.
3—SPAN (SEE SHT. S331)
2 ANGLE FRAME FOR ROOF DRAIN r
OVERFLOW DRAIN, ROOF HATCH C
MECHANICAL FAN (SEE SHT. S35
S332)
OHORIZONTAL BRIDGING PER S.J.I. is
O.S.H.A. SPECS.
CDDIAGONAL BOLTED BRIDGING PER
SJ.I. & O.S.HA. SPECS.
OUPLIFT BRIDGING AT FIRST BOTTOM
CHORD PANEL POINT EACH END OF
EACH JOIST, TYPICAL
8 FUTURE RTU (NOT TO EXCEED
2001 AND FRAME. COORDINATE
SIZE, WEIGHT & LOCATION WITH
MECHANICAL CONTRACTOR. JOIST
SUPPLIER VERIFY MECHANICAL UNIT
LOADS AND LOCATIONS WITH G.C. &
MECHANICAL CONTRACTOR. DESIGN
NOTED JOISTS FOR POINT LOADS
SHOWN
O7 CANOPY (SEE ARCH.) TYR.
O8 TAPERED INSULATION (SEE ARCH.
ROOF PLAN)
PROVIDE C6x8.2 CHANNEL IN FLUTES
B OF ROOF DECK FOR ATTACHMENT OF
PARAPET STUD WALL (SEE SECTION
FOR LOCATION)
SEE S332 & S333 FOR TYPICAL DETAILS
K
KICKER
KB
KNEE BRACE
XB
'V BRIDGING
MOMENT CONNECTION
0
z
z
O
U
W
H
O
o
�
N
N
C
.�
p
W
CM
O
=
Dl
O
Q
S
Ln
U
W
J
Y
O
U
IL
Q
O
Q
•
o
0
•
M
�
Z
V
0
9
0
U
d=
o
to
�
c
r0
200
M
E M
W
W
w o
?
a C A
IS
u
I
VW
0
Z
Z
LU
W
a
O
■■
T
g
a
0
Z_
K
LL
LL
O
O
CC
# DESCRIPTION DATE
o,aw°mnii
0 E.
04.I;UtSTPq..AT
w j PE10IM27
76 BFATE OF 'w
1RFP.
.^ AONAL \F.E�
APRIL 10, 2019
18148
S221