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MOUNTING DETAIL
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SHERWIN
WILLIAMS
#2106
PORT SAINT LUCIE, FL.
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1771 INDUSTRIAL ROAD-DOTHAN, ALAEAMA636303
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PH (888) 303-5534- FAX (334) 836-1401
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SIGN INSTALLER My (sq.ft.) (flush, raceway, or pin) (solid area or letters)
INSTRUCTIONS---=lectfastenerforwallstructure.
3. Evenly space fasteners over whole sign area.
MORE FASTENERS IF THE SIGN NEEDS ITI ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign
require more fasteners. Example: T' may need 2 fasteners, "J" - 3, "H" - 4, "W' - 5; and 1/8" thick plastic may need more fasteners to avoid
ling. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each comer top and
im. Raceway sign fasteners spaced evenly in two rows 5 - 7" apart, half on top row, and half on bottom row. Place raceway on centroid line
)n or increase fasteners by (offset'-Y)/6". Follow fastener manufacturers instructions and code requirements for installation.
CALCULATION: Minimum Number of Fasteners
Evenly Spaced Over Whole Sign
Sp.t......
:::
( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension)
in
Fastener
Wall Structure
Pull
Fastener Installation
12
318 ThruBolt
Frame Wall
500
3/8" or 112" bolt, nut, washer; thru wall with cont. 2x4 SP#2 bracing or
metal unistrut (extend past end of sign to next framing member)
12
3/8'ThruBolt
Concrete?CMU, or
^
500
3/8'"-or,1/2Lbolt.nut-washer, thru-wall
—
--SolidStr-Wall
�
witU'-' washer &. nut.on.back.side ofwafl
73
3/8" Lag Shield
Concrete (3000psi)
225
3/8" Lag Shield Long (Powers 1155 or equal) w/ 3/8 - 16 screw in 5/8"
(Long)
hole, 2 1/2" embed depth (min. 4" concrete thickness)
18
3/8" Lag Shield
Hollow Masonry,
160
3/8" Lag Shield Short (Powers 1151 or equal) w/ 318 - 16 screw in 5/8"
(Short)
CMU (1500psi)
hole, 1 112" embed depth
12
3/8" Lag Screw
Solid Wood
350
3/8" Lag Screw pre -drilled into side grain of solid wood blocking
Blocking
(SP or SPF) with 1 1/2" min thread penetration, 3/4" min edge dist.
21
3/8" Toggle Bolt
Hollow Masonry,
140
3/8" Spring Wing Toggle Bolt (Powers 4441 or equal)
CMU (1500psi)
1" dia. drill diameter
39
3/8" Toggle Bolt
OSB, or 5/8"
75
3/8" Spring Wing Toggle Bolt (Powers 4441 or equal)
DensGlass
7/8" dia. drill diameter
SGANNEL)
BY
St. LUCI@ Count,
112" CARFLEX
T W HIP
MOUNTING DETAIL
Table
124
0.98
-1.4
24'-9
5th EDITION FLORIDA
BUILDING CODE (2014)
isk Category
II, Normal hazard to human life; III, Substantial hazard to human
life; IV, Essential, emergency, critical
ind Speed
Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A,
Risk II; or Fig.26.5-1 B, Risk III&IV
Wind Exposure C, No unobstructed area within 1200H; Wind
KPOSUre
Exposure D, Unobstructed area upwind
gn Height
Sign Height Above Ground, ft, H; Sign cannot be higher than top
of wall or 60'. For multiple signs use worst case.
gn Area
Gross Sign Area, sq.ft., means the overall area surrounding and
including all sign letters and logos.
C & C wind pressure on solid sign attached flat against wall or parallel to wall, <3' from
surface and >3' from edge, equals wall wind pressure from ASCE7-10, Section 30.4.
e lWind Force on Sian;F= Pasd' Net Sion Area
must be
no hill, ndge, or
ARE SUNECT TO AM C(n" to twat'
REQUIRED W M -10 IWVX'CTO'1S THAT
1'-0 11 �16" 5" 22'-1 O 1 /16" MAY BENCUCOVNttt g� vnvx+1re.-00Ee
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
62.03 SO FT
163 SW Midtown PI, Ste 103
Lake City, Florida 32025
386-754-5419
n
No 5,8015
E F ° Lu x
e
r (� • �tl m
NAL�`°0'
°B!BlBIP9s9B1j0a
8/2/2016
s seal for structural engineering per
ipe of work (Fasteners only)
(See equation)
IS NOT: architecture, electric, or
of sign and wall.
1. Select fastener from table based on wall
structure. 2. Install fasteners per fastener
manufacturer instructions in locations required
by sign manufacturer; this may mean more
Fasteners are required than shown in table. 3.
Make sure sign and wall meets building code,
sign code, and UL. Verify stated wind (speed,
risk, exp, topo), sign (size, area, location on
wall, max weight), wall (materials and
PASTED IMAGES, DETAILS, DRAWINGS, AND
OTES ON THIS SHEET ARE NOT ENGINEERED
OR REVIEWED.
They were pasted in at customers request
to help relate fastener engineering to the job.
one