1099 ATLANTIC BLVD - DWGS44.1 s
SIGN INS
fl h raceway, r In soled area o r etters
1. Verify s .ft. us ace a o pin) (
ALLER Y (sq.ft.) Y,
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MARK DI SO W Y P
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flush.:.
2. Select fastener for wall structure.
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163 SW Midtown PI, Ste 103
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INSTRU
TIONS.:..`:
3. Even/ space fasteners over whole sign area.
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Lake Cit Florida 32025
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USE MORE FASTENER
IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign
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386-754-5419
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may require more fastene
s. Example: " I' may need 2 fasteners, "J" - 3, H" - 4, "W'- 5; and 1/8" thick plastic may need mo, a fasteners to avoid
ref 2012 IBC, ASCE7-10
5th EDITION FLORIDA
FLP 5
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Follow sign man
bending.9
facturer's instructions and code requirements for placement of fasteners. At least put one in each corner to and
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bottom. Raceway sig n fas
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lace raceway on centroid line
eners spaced even) in two rows 5 7" apart, half on to row, and half on bottom row. Pla Y
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BUILDING CODE 2014
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of sign or increase faste n
b offset"+3" /6". Follow fastener manufacturer's instructions and code re uirements for instal:ation.
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II Normal hazard to human life IIISubstantial hazard to human
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Risk Category
life; IV, Essential, emergency, critical
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CALCULATION: Minimum Number of Fasteners
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No 53' t
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Even/ Spaced Over Whole Sign
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Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A,
:::130::: Wind Speed
p Risk II; Fi Risk III&IV
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or 9 .26.5-16
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(
n r = Wind Force on Whole Si n Area / Fastener Allowable Tension
Faste e s g )
Wind Exposure N unobstructed r within 1200 d
posu e C, o u obst ucted a ea ft; Win
Exposure
.....<_ Exposure D, Unobstructed area upwind
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Minimum Fasteners for Whole Sign
Use More if Sign Needs It
Fastener
Wall Structure Pull Fastener Installation
tructural Wall 500 3/8" or 112" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or uiistrut backer
Sign Height Above Ground, ft, H; Sign cannot be higher than to
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Sign Height
of wall or 60'. For multiple signs use worst case.
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3/8 or 1/2 ThruBolt
12
3/8 or 1/2 ThruBolt
ood Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathinc
See
Sign Area
Gross Sign Area, sq.ft., means the overall area surrounding and
including letters logos.
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6
3/8" Lag Shield
oncrete 200 3/8 - 16 screw in 5/8" hole, tap anchor flush.
Table
all sign and
8/30/2017
This seal for structural engineering per
scope of work (Fasteners only)
12
3/8" Lag Shield
11MU 100 3/8 -16 screw in 5/8" hole, tap anchor flush.
WIND LOAD CALC: ASCE 7-10, Section 29.4.2, "Solid Attached Signs"
7
1/4" Tapcon
oncrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture.
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.
28
1/4" Tapcon
1111MU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture.
15
#12 Metal Screw
Oga CFS Frame 83 #12-14 Self-drilling screws 3 threads thru 20ga steel frame.
See Table I Wind Force on Sign; F = Pasd "Net Sign Area
SCOPE OF WORK
16
#12 Wood Screw
/8" Sheathing 77 #12-14 wood screw or SMS into 5/8" OSB or plywood shaathing.
-27 psf Wind Pressure; Pasd = Qhasd"Gcp, ASD, C&C, ASCE7-10, Eg30.4-1
ENGINEERING: Calculation of minimum
8
Timber Screw
Vood Framing 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood
19 psf Velocity Pressure; Qhasd=.00256"Kz'Kzt*Kd`Vasd^2, ASCE7-10,Eq.30.3-1
fasteners, ONLY. (See equation)
23
1/4" Toggle Bolt
MU or Densglas 53 Toggle Bolt, Powers spring-wing, in CMU, OSB, or 5/8" DensGlass.
101 mph Wind Speed; Vasd = sgrt(Vult12'.6), for allowable stress design
6
11/2"Sleeve Anchor
oncrete or CMU 380 1/2" HILT] HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed
0.85 Veloc Pres Expos Coeff; Kz=2.01'(H/900)1(2/9.5)ExpC, (700&11.5),T30.3-1
This seal IS NOT: architecture, electric, or
6
1/2"Liberty Toggle
Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thea wall.
-1.4 External Pressure Coeff; GCp=-1.8, Zone 5, 1ft2 area, ASCE7-10, Fig30.4-1
structure of sign and wall.
By using this engineering sign installer
24
3/8" Stud Glued
Solid Wall Mat'I 50 3/8" the rod stud glued in solid wall mall, Liquid Nails LN-950, Hilti D':-70, or equal.
0.851 Wind Direction Factor; Kd = .85 for attached signs, ASCE7-10, Table26.6-1
Pin Stud Thru
Structural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking
0.0 linternal Pressure Coeff; Cpi = 0, sign flat againstwall, ASCE7-10,Sec29.4.2
manufacturer, and owner agree to:
Pin Stud Glued
Solid Wall Mat'I 1 25 3/16"pin-stud glued in solid wall mat'l, Liquid Nails LN-953 or equal
1.0 Topographic Factor; Kzt= 1 forflatground, no hill, ridge, or escarpment>15'
1. Select fastener from table based on wall
structure. 2. Install fasteners per fastener
IMPORTANT - Adhesives
are strong but none have code approval for structural applications.Sign installer must test glued stud connection 5 psf ISign Weight; must be less than 5 pounds per sq.ft. net area.
strength. For 3/16" stud
pull 50 Ib per stud; for 318" stud pull 100 Ib per stud. Use tripod, game scale, and hooks.
manufacturer instructions in locations required
by sign manufacturer; this may mean more
fasteners are required than shown in table. 3.
B
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
construction).
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PASTED IMAGES, DETAILS, DRAWINGS, AND
NOTES ON THIS SHEET ARE NOT ENGINEERED
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ry
OR REVIEWED.
They were pasted in at customers request
to help relate fastener engineering to the job.
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For one sign each type at this location.