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Sign company: con Amess.1no.
Installation 10mbon: t 400 Comriefdal Cl¢W FOLt Pierca,_FLw34991 ".
Section 1609.6.4 of Florida Building Code 2017 applies,
Application of coin pressures using We altemative all heights method for components and cladding
Type olSWCWre: kzuH mount¢_g a cabinet Sn _
Occupancy Category.
Ultimate design wind speed, figure C. FBC 2017, section 1609
mph
Wind stagnation pressure (qz) par 1609.6.3 FBC 2017
74.0 par
Net Pressure Coeficienl (Gnat) ham Table 1609.6.2 (1)
Components and cladding not In areas of discontinuity - nags and paapeb
-1.09
Wmd Pressure
4H1.7 PSI
Writ load applied between wall and structure, pulling struchure may from wal
Load earned by tension in fasteners connecting structure to wall
-maximum height alsWcture to be attached
4. O)h
'
- maximum width of sWclure to be alllched
'20.00 ft
-fdl factor
041
-projected area of each component W be attached
80.0 IIA2
-windload
-64531bs
-tlesign Ilmil tension load perfaslenerto
=666,jWs
'A
-even number of fasteners minimum of 2 =
10
- number oflasteners practically required due to Martine shape
-weighlof sWdure Is appm dmataly
70^
320.I1bs
`O -
-design limit shear load perfastenerur
�''i :5]oJlos
OI
` _IS
a
- manage shear load =
321bs
J� 1-
perfastener
Mounting seam construction Is eat mesa oaer Game
'
Use methods: !'S --
Method 1-liberty band toggle bolls
- use 3I8" x 6' long toggle bolls, item no. 386ODTM
- ultimata tested maurload in hollow CMU=3000Ira
- ultimate tested pull our load in hallow CMU = IBM lot
- design pull out load =250lbs
NOTE:. Design assumes that fasteners are Installed according W manufacturers
Instructions, using comect size Nils.
Method 2- Lag bolls Into homing members.
.use 3W galvanized lag bolts with at least S" of embedment Into naming members
- allowable pull out Ioetl= 436 pounds
- allowable tension loatl= 660 pounds
Method 3 -Through bolls into a blocking member.
- use t hmoaded steel had into a Woofing member placed behind taming member
- ultimate tension load C1=4 red = 100 pounds ultimate shearlood=
50 pounds
- ultimate tension load ly4' rotl= 270 pountls ultimate shtrarload=
200 pounds
-ultimaWlension load318"red= 680 pounds ultimate sheorlmd=
510 pounds
- ultimate tension load IW retl= 120D pounds ultimate shearload=
940 pounds
Method 4 - Him 316"x 3" Kwik BoI1TZ SS 304, Item number 38752E
- ultimate tension lead =1520lbs
- allowable shear load =16851bs
NOTE:. Design assumes that lasteners am installed according to manufacturers
InsWctions, using correct size drill.
Imps, l l confined annothaddineemarrall, 5551 353arrectmt
I4_od
Method 5- Masonry screw anchors
use HILT HUS-HR 6 win embedment of 1 ts'
- ultimate tension loatl=SSE the cl.dMahmrlead-25401bs
NOTE:. Design assumes thalfaslenersare Installed according W manufacturefs
Instructions, using correct size drill.
I ed msammiidoam 42851W Er M
,Me1hod6-1/4'x21/4'Tapcon410SS, Dartno, W9907
-depth ofembedmemin hollowconcres bark= 1114'
-pullout strength = 754 Ws
-shear strength= 12181bs
Method 7- Threaded red and epoxy embedment in om eta masonry unit(CMU) wal
for a 31W HITA red anchor with Simpson Stang Tie SET-XP epoxy embedment system with 3 aW of
embedment
- maximum allowable shear load = 1145lot
- maximum allowable tensilelead =1490lo!
-tlesign tensile load= 2501Ds (design tensile load for a 3/16"lad = (1/4)(250)=65, use 5e
load
r brup:Wwww'e.mm a Dads tensimehear od-reDar cmu.L
Methotl 6-s10 slo tapping street metal wows orwaotl screws
-tlesign torsion loatl=125 pountls
� e
Method 9 - 5116-18 Riv-. Null by -Was SpinTite, pan number AELS518312'-
-pun outsmength ln0.125"aluminum sheet=WW2 pounds ----
- design tension load= 75 pounds
Method 10-1/P filet weld
-tlesign shear strength per lineal inch ofweld= 150 pounds
-designtension shengaRfength per lineal inch arm[ 150 pounds
- --Methodll-Sllimnaadhesfae(Loc6le S1564Dorequlvalent)— — -- - - ---
-tlesign lap shearstrength with PVC=160 psi
keblal g SilimansWed
References:
ASCE 7-10 _ .
The 6th Edition (2017) of the Florida Building Code
Jahn J. Orlando PE LLC 0644089- - _'--
165 Old Ridge Road
Mason, GA 31211
(478)731-5394
fiodandoQwxnet
No 0044089
fl i
-�9�-STATE-OF__
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