HomeMy WebLinkAboutAPPROVED 21-1951-S-001 Rev0CUSTOM Y"O U-BOLT FASTENER
STRUCTURAL STEEL NOTES:
1. APPLICABLE CODES: FBC 2020 (7th. EDITION), ASCE 7-16, AC1318-19; AISC (14th. EDITION)
2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH
AISC SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL; AMERICAN
WELDING SOCIETY SPECIFICATIONS AWS D1.1 AND OSHA REGULATIONS.
3. ALL STRUCTURAL W-SHAPE MEMBERS SHALL BE ASTM A992 STEEL.
4. ALL STRUCTURAL STEEL PLATES AND BARS SHALL CONFORM TO A572, GR 50 STEEL.
5. ALL STRUCTURAL STEEL ANGLES AND CHANNELS SHALL CONFORM TO ASTM-A36.
L3x3xY8" BRACING 6. GUSSET PLATE TO BE Y8" MINIMUM (UNO).
7. ALL BOLTS SHALL BE HIGH STRENGTH ASTM A325, Y4" DIAMETER (GALVANIZED), USE HEAVY HEX
C8x11.5 - -I NUT A536, CLASS DH (GALVANIZED). USE HARDENED WASHERS ASTM F436 (GALVANIZED) UNDER
rl TURNED ELEMENTS. (UNO)
8. ONE HARDENED WASHER UNDER THE TURNING PART OF HIGH STRENGTH BOLTS. BOLTS ARE TO BE
SNUG TIGHT.
C8x11.5 CHANNEL STRUCTURE
%" GUSSET PLT (TYP)
Y4" THICK BASE PLATES (TYP)
SEE DETAIL 1
1Y" GROUT (TYP)
32"0 DUCT SUPPORT STRUCTURE - ISO VIEW
Y4" A-36 PLT.
FIR
d
d
F:
"O HOLE FOR Y4"O
ANCHOR BOLTS
REFERENCE DRAWINGS
CS-001
GA-001
GA-002
NTS - (2 REQ'D)
1'-n" qn
DETAIL
SCALE: 1 1 /2"=1'-O" `J
ENGINEER
P.E. No.
DATE
PREPARED FOR:
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d
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d
a
CT
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a
f:1
DUCT SUPPORT STRUCTURE - ELEVATION (LOOKING EAST/WEST)
LIBERTY TIRE RECYCLING
9675 RANGE LINE ROAD
Lobert PORT ST. LUCIE, FLORIDA
4004 TIRE RECYCLINGY 34987
NO.
SCALE: Y4"=1'-O"
� cn
00
0
CD
(2) A563 GALV
HEAVY HEX NUTS
Y4"x2"O (MIN) F436 GALV WSHR
T/C
Y4"O F1554, GR 55 GALV STL
ANCHOR ROD, EMBED USING
HILTI HIT -RE 500 V3 (OR
EQUIVALENT) EPDXY ANCHOR
ANCHOR BOLT DETAIL
AB-004
(8 REQD)
REVISION
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No.74461
STATE OF
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BY 1 DATE 1 CHKD I APPD 1 NO.
0
o'
CD
EXISTING CONCRETE SLAB
32 99 0 DUCT SUPPORT STRUCTURE - SIDE ELEVATION
SCALE: Y4"=1'-O"
Ahmadreza
This item has been electronically
signed and sealed Ahmadreza
Sedaghat, P.E. usingg a digital signature
Sedaghat
and date. Printed copies of this
document are not considered signed
and sealed and the signature must be
verified on any electronic copies.
20210030
0 ISSUED FOR CONSTRUCTION
14:09:58-04'00'
REVISION
IM
DATE
JHR 03-16-21
9. ALL BOLTS SHALL HAVE A MINIMUM OF Ya" EXPOSED THREAD AFTER INSTALLATION.
10. ALL BOLT HOLES ARE TO BE PUNCHED, DRILLED OR MACHINED. BURNING IS NOT ACCEPTABLE.
11. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS)
STRUCTURAL WELDING CODE. ALL WELDING ELECTRODES SHALL BE COATED SERIES E70XX RODS
CONFORMING WITH AWS SPECIFICATIONS A.5.1.; MINIMUM SIZE OF ALL FILLET WELDS SHALL
CONFORM TO SECTION j2 OF THE AISC SPECIFICATIONS U.O.N. WELDING SHALL BE ELECTRIC
ARC -TYPE USING E-70XX ELECTRODES.
12. UNLESS OTHERWISE NOTED ON DETAIL DRAWINGS, ALL WELDING SHALL BE MINIMUM Ya' FILLET WELD
13. ALL COPES, BLOCKS, CUTOUTS AND OTHER CUTTING OF STRUCTURAL MEMBERS SHALL HAVE ALL
REENTRANT CORNERS SHAPED NOTCH FREE TO A RADIUS OF Y" MINIMUM.
14. ALL COPE CUTS SHALL HAVE A MINIMUM YZ" RADIUS (UNO).
15. PROJECTING CORNERS, EXPOSED WELDS, BURRS AND SHARP EDGES TO BE GROUND SMOOTH
16. FABRICATOR TO VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
17. PAINT SHALL BE SAFETY YELLOW - SURFACE PREPARATION (SSPC-SP-6) - DRY FILM THICKNESS:
PRIME: EPDXY MASTIC 5-8 MILLS. FINISH: EPDXY MASTIC 5-8 MILLS.
THIS DRAWING IS THE PROPERTY OF
FLORIDA ENGINEERING AND DESIGN,
INC. AND IS NOT TO BE COPIED,
REPRODUCED OR DISTRIBUTED IN
WHOLE OR IN PART EXCEPT BY
WRITTEN PERMISSION FROM FLORIDA
ENGINEERING AND DESIGN, INC.
'iF
I r; I FDA '"rh rd 07
CHKD APPD SCALE: AS NOTED LIBERTY TIRE
DESIGNED BY: AS
DRAWN BY: JHR -
CHECKED BY: AS SUPPORT STRUCTURE, CYCLONE INLET DUCTWORK
APPD BY AS STRUCTURAL
AS AS APPD BY AS SUPPORTS
FLORIDA ENGINEERING & DESIGN,INC.
255 COUNTY ROAD 555 SOUTH
BARTOW, FLORIDA 33830-7702
TEL: (863) 665-6363
FAX: (863) 667-1773
JOB NO. 21-1951 1 DATE: 03-15-21
FILE NAME:
21-1951-S-001
DWG N0. S-OO
SHEET NO: 1 of 1 REV. NO. 0