1629 BEACH AVE (2) 41.5" 41.5" 41.5"
126.5" (OUTSIDE DIMENSIONS)
DESIGN CRITERIA AND LOADS m q
@ cocv
ButldIna Code ((� CV 0
2001 Florida Bulldtng Gode (f� Co
Cods for Design Loads 0-11 0
ANSI/ASCE l-9S
Wind Loading 0 0 LL
ASCE 1-W,3s Gust 120 MPH .Z Z
Exposure Category C
Importance Factor 1.0 LU U
GIG Design Pressures .48,-60 sf 0— `
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0
3(0.5"
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to
36.5" 36.5" 36.5"
0
r
B
ALT ORIENT EACH _ _
SCREW OPP,
5"4" 36 ksl STEEL (TYP INTERIOR
TUBE (TYP ALL) TUBES)
r 1��
A B A CA
SIMPSON SCSI/4-6
SCREWS AT 6" O.G.
(TYP EVERYWHERE)
- - B
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d)
L2
C6 N
m
L4"x6"x3"x3/8"
N
BOLTED TO SLAB WITH
3/4"x10" EMBED EPDXIED
ALL-THREAD AND WELDED
TO TUBE WITH 1/8" FILLET
WELD ALL THE WAY AROUND,
(TYP 4)
THESE STRUCTURAL DRAWINGS
WERE PREPARED FOR THE
CONSTRUCTION OF THE PROJECT
DESCRIBED IN THIS TITLE BLOCK
AND ARE INTENDED FOR USE BY
A LICENSED CONTRACTOR DO
NOT PERMIT CONSTRUCTION
WITH THESE PLANS BY AN
ELEVATION. 1 1 �NRGROTHER
UNLIENE BUILDER
ELEVATION CONNECTION 3 /4 1 � 0
Wl
Consulting Inc
1�p
SIMPSON SD5I/4-6 ALTERNATE THE ORIENTATION
SCREW AT 6" O.C. OF EACH SCREW TO BE IN
OPPOSITE DIRECTION!.
ADJACENT FRAMING
5"x2" STEEL TUBE MIN 2x4 No.2 SYP BUCK
MIN 2x4 No. 2 SYR BUCK SIMPSON SDSI/4-6
SCREW AT 6" O.C.
5"x2" STEEL TUBE
MIN 2x4 No. 2 SYP BUCK
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A IUINDOUJ/DOOR BUCiG DETAIL B WINDOW/DOOR BUCK DETAIL ,;. - -
SCALE: SCALE: 6" - 1'-0" t.