4
SURL, HSURL & THASRL Hangers
B-2
1 1/2
3/4
3/4
SUL/R & HSUL/R
INSTALLATION
HEADER
JOIST
18
3/4
1 1/2
B-204
TOP
SIDE
18
3/4
1 1/2
THASRL INSTALLATION
HEADER
JOIST
PLAN VIEW OF
SKEWED HANGERS
COP JOIST
6
6
6
18
1 1/2
1 1/2
B-474
THASRL (B-2)
HEADER
MODEL NO. GAUGE FASTENERS ALLOWABLE LOADS (LBS)
PERFOR JOIST W/10d NAIL SIDE LOAD TOP LOAD
SUL/R-18* 18 18-10d 18-10d 1/2 385 115
HSUL/R-18* 18 18-10d 18-10d 1/2 385 115
THASRL-18-2 18 18-10d 18-10d 1/2 - 370
1. A minimum of (1000) nails must be welded into the top of the header.
2. Allowable load is based on a minimum of 1/2 inch nail.
3. Joints shall be made of header with a 50-455 or better
J. [illegible]
5/1/13
SULLIVAN ENGINEERING, INC.
NORTHPORT, NY 11768
Phone: (516) 261-4400
DWG # 05200
Date: 6/21 Scale: NTS
DWG BY: JRS REV: A
SHEET 4 OF 4
Engineering Drawing — Sullivan Engineering, Inc., DWG # 05200 (2021)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents