1
2
3
4' - 0"
5' - 0"
4
5' - 7"
5
5' - 0"
6
7
4' - 7 1/2"
4' - 7 1/2"
8
9
5' - 0"
10
5' - 7"
11
5' - 0"
5' - 3"
PLAN NOTES
1
2
S-400
B
S-402
S-400
S-400
2
1.
ALL STEEL ELEMENTS TO BE FULLY GALVANIZED
2.
ALL COLUMNS TO BE HSS6X6X1/4.
3.
ALL BEAMS TO BE HSS4X4X1/4.
4.
ALL DIAGONAL BRACES TO BE L4X4X1/4.
5.
GALVANIZING COATING IS TO BE USED IN ALL FIELD
WELDS.
6.
ALL DIMENSION DISCREPANCY FOUND ON THE
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER BEFORE PROCEEDING WITH WORK.
S-402
1' - 10 1/2"
A
S-400
1
4
3
1-3"x1-3"x1/4" STEEL PLATE
W/ (4) 1/2" WEDGE ANCHORS
1
1
S-401
S-401
BLANK SPACE - CITY STAMP
Type
C
4
2' - 3"
3
3
S-401
S-402
S-401
4
D
Count Cut Length
HSS3X3X1/4
8
1'-9"
HSS3X3X1/4
6
4'-1 1/2"
HSS3X3X1/4
6
4'-8"
HSS4X4X1/4
49
4'-6"
HSS4X4X1/4
6
4'-7 1/2"
HSS4X4X1/4
3
4'-9"
HSS4X4X1/4
9
5'-0"
HSS4X4X1/4
9
5'-1"
HSS4X4X1/4
5
5'-7"
L4X4X1/4
2
6'-2 7/8"
L4X4X1/4
2
6'-3 9/32"
L4X4X1/4
3
6'-6 21/32"
L4X4X1/4
3
6'-7 1/32"
L4X4X1/4
2
7'-0 15/32"
L4X4X1/4
1
7'-0 27/32"
STEEL BEAM AND BRACES TOTALS
Type
HSS3X3X1/4
HSS4X4X1/4
L4X4X1/4
Cut Length
66'-9"
381'-2"
85'-7 3/32"
782 NW 42ND AVENUE UNIT 635,
MIAMI, FL 33126
MAIN NUMBER 888-536-1536
5' - 0"
STEEL BEAM AND...
2' - 10"
E
2
2
S-401
S-401
4
4
S-401
S-401
2
S-200
F
-
CA #29447
2' - 2"
S-400
5' - 4"
____
4
S-200
G
3
3
S-402
1
S-400
S-402
2
3
1
S-400
S-400
S-402
2
S-402
JOSE COMPRES P.E.
4
STEEL COLUMNS
S-402
Type
Count
Length
STEEL COLUMNS TOTAL
Type
FLORIDA P.E. LIC. #65557
Length
CONEMCO ENGINEERING, LLC
8
6'-7 1/4"
HSS6X6X1/4
1
11'-7 1/2"
HSS6X6X1/4
1
11'-8 1/4"
HSS6X6X1/4
2
11'-8 3/8"
HSS6X6X1/4
2
11'-9"
HSS6X6X1/4
7
20'-1 1/2"
HSS6X6X1/4
7
20'-2 1/4"
HSS6X6X1/4
2
20'-2 3/8"
HSS6X6X1/4
2
20'-3"
78'-8 1/2"
433'-3 7/8"
NAYSAC
HSS4X4X1/4
HSS4X4X1/4
HSS6X6X1/4
CLIENT/OWNER:
6'-6"
BASEPLATES LAYOUT PLAN
3/8" = 1'-0"
NUMBER DESCRIPTION
DATE
ISSUED
BY
ISSUED
TO
1' - 3"
1 1/2"
(4) ADHESIVE ANCHOR W/
6" MIN. EMBED
9"
15X15X1/2 STEEL BASEPLATE
W/ (4) 1/2" ANCHOR BOLTS
6"
HSS4X4X1/4
1 1/2"
9X9X1/2 STEEL BASEPLATE W/
(4) 1/2" ANCHOR BOLTS
HSS4X4X1/4
1/4
9"
NON-SHRINK GROUT
1/4
1 1/2"
1' - 0"
1' - 3"
1 1/2"
(4) ADHESIVE ANCHOR W/
6" MIN. EMBED
HSS6X6X1/4
1 1/2"
1' - 0"
6"
1 1/2"
1 1/2"
TYP.
(4) ADHESIVE ANCHOR W/
6" MIN. EMBED
1/4
9X9X1/2 STEEL BASEPLATE W/
(4) 1/2" ANCHOR BOLTS
2
BP1 DETAIL
1 1/2" = 1'-0"
NON-SHRINK GROUT
DATE:
10/18/2024
SCALE:
As indicated
DRAWN:
SM
CHECKED:
PS
APPVD:
JC
PROJECT ID:
FPV-S242000
CONTRACT NO:
1/4
SHEET NAME:
1 1/2"
1
6'-5 1/2"
1
1100 W 2ND AVENUE, HAILEAH, FL 33010
HSS6X6X1/4
3
HSS4X4X1/4
MDWASD - HVAC DUCT SUPPORT
STRUCTURE - SHOP DRAWINGS
H
HSS4X4X1/4
3
BP1 ELEVATION
1 1/2" = 1'-0"
4
BP2 DETAIL
1 1/2" = 1'-0"
5
BP2 ELEVATION
1 1/2" = 1'-0"
BASEPLATE LAYOUT
PLAN
DRAWING NO.
S-200
SHEET NO.
0