HomeMy WebLinkAboutSHEET S332 - Shoppes on Main Retail Building (Carmel, IN) 23FULL WELDED FRAME
L4 X 4 X 1/4 TOP FLUSH
JOIST TOP CHORDS
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OUTLINE OF RTU CURB
TYPICAL MECHANICAL
UNIT SUPPORT
NOTES:
ROOF DECK OMITTED FOR CLARITY
USE THIS DETAIL WITH NOS JOISTS
FRAME AND DECK OVER OPENING SHALL BE INSTALLED AS PART OF STEEL ERECTION.
SUBCONTRACTOR USING OPENING SHALL REMOVE DECK AND IS RESPONSIBLE FOR
PROVIDING APPROPRIATE FALL PROTECTION.
VERIFY SIZE AND LOCATION OF RTU WITH MECHANICAL CONTRACTOR
PROVIDE ANGLE FRAMES UNDER CURBS AND AROUND OPENINGS IF OPENINGS ARE
NOT THE SAME SIZE AS THE CURB.
5/16 V
BASE PLATE —
PER SCHEDULE
P
PLAN
FRAME AT ROOF HATCH
PER PUN
LEVELING NUTS II
7I" TYP. (4) 3/4"0 ANCHOR RODS
`ASTM F1554 GRADE 36
L A (Fu = 58 KSI)
5 _ Jh
� 1'-5°
SECTION
BASE PLATE SCHEDULE
COLUMN
BASE PLATE
W8
PL 3/4" x 14" x I'-2"
WIO
PL 3/4" x 16" x 1'-4"
RELEASED FOR CONSTRUCTION TYPICAL W COLUMN
Subject to compliance with all regulations
of State and meal Codes
City of Carmel
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DATE: 06/17/19
OR SKYLIGHT
NOTES:
1. DECK OMITTED FOR CLARITY.
2. FRAME SHALL BE INSTALLED AS PART OF STEEL ERECTION.
3. DECK SHALL BE INSTALLED OVER THE OPENING.
4. SUB -CONTRACTOR USING OPENING SHALL REMOVE DECK AND IS
RESPONSIBLE FOR PROVIDING ADEQUATE FALL PROTECTION.
5/16 V
0-
BASE PLATE —
PER SCHEDULE
PLAN
2" TYP.
IF THIS
DIMENSION IS MORE THAN 4"
ROOF DRAIN OR
OVERFLOW DRAIN
ADD (2)
L2x2x3/16 AS SHOWN. WELD
SEE NOTES ON
DWG, S102
TO TOP
& BOTTOM CHORDS (FURNISHED
(SEE PLUMBING
DRAWINGS FOR
AND INSTALLED
BY MUCH. CONTRACTOR) ! T, OF PANEL POINT
OPENING SIZE AND LOCATION)
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SUPPORT ANGLE L2262214 TYP.
EACH SIDE BY STEEL SUPPLIER
TYPICAL ROOF DRAIN
JOIST PARALLEL TO BEAM
TYPICAL "KICKER" - K
DO PUN
(4) 1"0 ANCHOR RODS x 2'-3"
N ASTM F1554 GRADE 36
(To
(Fu = 58 KSI)
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SECTION
BASE PLATE SCHEDULE
COLUMN
BASE PLATE
AID
PL I" x I8" x 1'-6"
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L
An
TYPICAL JOIST WEB REINFORCING
AT RTU FRAME
VERIFY WITH JOIST SUPPLIER
L3x3x1/4 WELD TO JOIST AT
TOP CHORD PANEL POINT -t
11141161 a a 4:19 4119 [oil] W_1:111 iH -71_1 ly,
�& OF PANEL POINT
.W_. l
SEE PLAN FOR LOAD
)WIN
WELD TO TOP & BOTTOM CHORDS
TYPICAL JOIST WEB REINFORCING
AT CONCENTRATED LOAD
HUNG FROM BOTTOM CHORD
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# DESCRIPTION DATE
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Ao. STATE OF 4r":
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'S'OONNAL
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STATE SUBMITTAL
APRIL 10, 2019
18148
S332