HomeMy WebLinkAboutscan-7COLUMN SCHEDULE
MARK TYPE COMMENTS
Cl HSS3.5x.300
C2 HSS4X4X1/4 3/16" CLOSURE PLATE WELDED
TO TOP OF COLUMN
BEAM REINFORCEMENT
LABEL
REINFORCING
COMMENTS
R1
(2) C5X6.7
(1) CHANNEL EACH SIDE OF BEAM,
SEE DETAIL FOR ATTACHMENT
R2
(2) MC4xl3.8
(1) CHANNEL EACH SIDE OF BEAM.
SEE DETAIL FOR ATTACHMENT
6" VIF
3" 1 1/2"
- y- - STEEL COLUMN,
REFER TO PLAN
3/8" BASE PLATE W/
(4) 7/8" STD HOLES;
(4) 3/4" 0 A325
BOLTS
OBASEPLATE 1 DETAIL
1 1/2" = 1'-01,
5 1/4" VIF
1 1/2' 2 1/4" 1 1/2"
STEEL COLUMN,
-� REFER TO PLAN
3/8" BASE PLATE W/
o (4) 7/8" STD HOLES;
(4) 3/4" 0 A325
BOLTS
} -IG
N - 3116
OBASE PLATE 2 DETAIL
1 1/2" - _ 1 : - 01,
5 1/4" VIF
EQ EQ
3116
' t
STEEL COLUMN,
REFER TO PLAN
�< 5/8" CAP PLATE W/ (4)
Q
7/8" STD HOLES; (4)
3/4" 0 A325 BOLTS
N
21/4' 11/2"
1 1/2"
CAP PLATE PLATE 1 DETAIL
_
- - - --- - ---- -- ---
11/2 -1 0 -
1/20/2020 3:08:33 PM
DETAIL NOTE:
SHOP WELD PLATES TO CHANNELS AS
NECESSARY TO AID ERECTION, MIN 1"
LONG X 3/16" FILLET WELD,
EXISTING TRUSS MEMBER
(2) PL1/2"X4.5"X4.5" A572 GR 50
STEEL PLATE AT ALL BOLT
♦ LOCATIONS
-- (2) C5X6.7 CHANNEL
(1) 3/4" DIA BOLT @ 18" OC
THROUGHOUT, (2) BOLTS
WITHIN FIRST 6" TYP AT ENDS
�R1 REINFORCING
11/2,-1 0
DETAIL NOTE:
SHOP WELD PLATES TO CHANNELS AS
NECESSARY TO AID ERECTION, MIN 1"
LONG X 3/16" FILLET WELD.
- EXISTING TRUSS MEMBER
- (2) PL1/2"X4.5"X4.5" A572 GR 50
STEEL PLATE AT ALL BOLT
♦ LOCATIONS
(2) MC4X13.8 CHANNEL
(1) 3/4" DIA BOLT @ 18 OC
THROUGHOUT, (2) BOLTS
WITHIN FIRST 6" TYP AT ENDS
�_R2 REINFOR CING
1 1/2" = 1'-0" - - - - -
I SHEET NOTES
1. ALL DIMENSIONS ARE TO BE FIELD VERIFIED.
2, ROOF OPENINGS ARE TO BE FIELD VERIFIED FOR
QUANTITIES, SIZES & LOCATIONS.
3. G.C. TO REMOVE AND REINSTALL SUSPENDED
ACOUSTICAL CEILING TILE AND ASSOCIATED GRID WORK
IN ROOM BELOW AS REQUIRED TO REINFORCE THE
EXISTING ROOF TRUSS SYSTEMS.
4. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER OF
RECORD IF FIELD CONDITIONS ARE DIFFERENT THAN
WHAT IS SHOWN ON PLANS.
KEYNOTE LEGEND
R10 TRUSS TYPE RI REINFORCING
R11 TRUSS TYPE R2 REINFORCING
5.6
- - - - - - - 156' 0"
12 _0„ 12,-0" 12'_0, 12'_0, - - -
2. -
5S5-11 5S5-11
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CP1
— BP1
- - -
Bpi
W8xl8 -
BP2 _ C2 -fz;
C2IC2 _ W8x18 _ -_ 1_ _ = r
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- - - - -.
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WSx18 -' - —s __- -_-
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C1 2 Sim C1 C1 SS5-12� W8RT8£ W8x18 r+
CP1 '� CP1 6 CPI C1 C1 C1
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Bpi SS5-12 SP1 55513 I CPI CPI CP1 CP1 CP^ C1 CP1
BPI BP1 BPI BPI BPI BP1 BPI CP1
I BP r BPI gD1 I
R10 R11 R10 R10 R11
R'- R10 -R11 - R10 R10 R11
R10
-- -- - - D
i I I t k L
s o
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- - -
I
OROOF FRAMING PLAN
1 /811= 1 0 - - - - -
2.1 2.2 3 3.1 3.2 4 4.1 4.2 5 5.1
T
ITHIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
WITHOUT PRIOR WRITTEN CONSENT.
PROJECT
5 SULLIVAN
BROTHERS
CONVENTION
CENTER
PENTHOUSE
CHILLER
WATERLOO IOWA
REVISION SCHEDULE
DATE DESCRIPTION -By
PROJECT NO
19-23141
FILE NAME
FILE NAME
DRAWN BY
BMN
DESIGNED BY
MCZ
REVIEWED BY
JEH
ORIGINAL ISSUE DATE
01/20/2019
CLIENT PROJECT NO
TITLE
ROOF FRAMING
PLAN
- r
5S4=11