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GENERAL NOTES:
M1
DESIGN CALCULAAMNS
C
ACENTRIA INSURANCE
WALL -MOUNTED SIGNS
6W5 US I — Part 54 ILmae
1. Design is in accordance with the Florida Building Code 6th Edition (2017)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) is assumed to be in good condition,
capable of supporting the loaded system, subject to building department
approval. No warranty, either expressed or implied, is contained herein.
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
S. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only.
Use of this specification by contractor, et. Al, indemnifies and saves
harmless this engineer for all costs & damages including legal fees &
apellate fees resulting from deviation from this design.
SCANNED
S( CUCie county
'
rhS do== has been
Digitally signed
digirailyiryned andseatedby
9 Y 9
Goit tan Langley, PF an the
b Christian
date noted in this A gilal
Y
Signature. Mimed cayie at
Langley
this document are not
anademdsigned&scale&&
Date: 2019.11.11
th nignature must ber named
on anyelennumc Older.
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15:45:14-OS'00'
Index:
Pg 1 Cover
Pg 2 Wind Loads
Pg 3 Anchor Design
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No.67382Or z
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Chris Tri�Stg '�C1V7E#67382
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1200 N Federal Hwy, #200
Boca Raton, FL 33432
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Page 1
r �~ E SeC�ls CALCULATIONS FORWALL-MOUNTED SIGNS
Q ►y/ als
/ SCE 7-10 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
V =. ;160 mph Basic wind speed ASD Load Combo Coeff.L _ i0(6 -
Exposure` fC
Calculations
a=9.5
3-sec gust speed power law exponent
Kd=
0.85
Directionalityfactor
ze = 900,
Nominal ht. of atmos. boundary layer
Kzt =
+1:0
Topographic factor
Gcpi = 0
Internal pressure coeff
A =r
_
?10_sq'ft
I Tributary area
160 mph - UP "C'
ifJt'U-MOUNTI D SIGNS
ASD WIND PRESSURES
SIGN
CENTER
CORNER
HEIGHT
(Zone 4)
(Zone 5)
Y Y
qz
U c
U N
515'ft
31.2 psf
39.7 psf
0.85
47.3
-1.10
-1.40
'20'ft
33.2 psf
42.2 psf
0.90
50.2
-1.10
-1.40
';25:'ft
34.8 psf
44.2 psf
0.95
52.7
-1.10
-1.40
A
36.1 psf
0.98
54.7
-1.10
-1.40
35'ft
37.3 psf
47.5 psf
1.01
56.5
-1.10
-1.40
40,ft
38.4 psf
48.8 psf
1.04
58.1
-1.10
-1.40
:45ft
39.3 psf
50.1 psf
1.07
59.6
-1.10
-1.40
`50 ft
40.2 psf
51.2 psf
1.09
60.9
-1.10
-1.40
=55"ft
41.0 psf
52.2 psf
1.12
62.2
-1.10
-1.40
f60A
41.8 psf
53.2 psf
1.14
63.3
-1.10
-1.40
i70 ft
35.3 psf
70.6 psf
1.17
65.4
-0.90
-1.80
{80ft
36.3 psf
72.6 psf
1.21
67.3
-0.90
-1.80
49.0A
37.2 psf
74.5 psf
1.24
69.0
-0.90
-1.80
-:100 ft
38.1 psf
76.1 psf
1.27
70.5
-0.90
-1.80
1110A
38.8 psf
77.7 psf
1.29
71.9
-0.90
-1.80
i120 ft
39.6 psf
79.1 psf
1.32
73.3
-0.90
-1.80
130'ft
40.2 psf
80.5 psf
1.34
74.5
-0.90
-1.80
i140ft
40.9 psf
81.7 psf
1.36
75.7
-0.90
-1.80
5150ift
41.5 psf
82.9 psf
1.38
76.8
-0.90
-1.80
,1Q5A
42.8 psf
85.7 psf
1.42
79.3
-0.90
-1.80
;200 ft .
44.1 psf
88.1 psf
1.46
81.6
-0.90
-1.80
:250'ft
46.2 psf
92.3 psf
1.53
85.5
-0.90
-1.80
Page 2
` ql
E ySeals
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:
Sign type:
Sign size:
CALCULATIONS FOR WALL -MOUNTED SIGNS
P = l46ti0 psf
)Raceway
h = 36% inches (height)
Wall material: p iMafson y f (ASTM C90, 1,500 psi min)
Anchor type/size: if -1/4" itl pA
Ref: ITW Tapcon, NOA 07-1126.10
Min Embedment: 1.25"
Min edge dist: 2.5"
Anchor tensile capacity: Tcap = 195.0 lb (per anchor)
Check/anchors for Pullout
Total Reaction: Rt = 138 Ib/ft = P*h (along raceway)
Anchor spacingreq'd s= 33.9 in O.C. ... =(2*cap)/Rt
Pairs of anchors at 34 inches on center (max)
2.8 feet on center
0H; typical anchor option shD m. (limit to pairs at 34" ®.G max.
Ref anchor schedule for other anchor option*.
Page 3
i
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INDIVIDUAL LIT CHANNEL LETTERS MOUNTED ON RACEWAY 0041
tlonmant
aglalry!°e:ealea uy Digitally signed.
eaW noted In slla Ian9lnedpry YEi an lAeUIy b Chnsnan
1h
YfimM [opdn of Lan Ic STATT OF
Dai0:2019 l`- r""agM1 e. ccf
'^' yr1 N ram% "{' � the slgnamemmthe venfid
n-
.,,. ..,. � .. � t" d� >•T� .:; '. �. ,.' ..'+ � °;iaauvvem°w�nueu°y 7'5;45.3�-05'00` ~'�A°����4La$
LOCATION:
ACENTRIA INSURANCE
6645 US1
PORT SAINT LUCIE, FL
34952
per" d` y M tr.�
. �wd
� z �
TOTAL FRONT CHANNEL LETTER SIGN: 36" x 64,73 = 21.18 5Q FT
w
CONTRACTOR:
SIGN ITI INC.
639 NW BAKER RD
STUART, FL
34994
O
Gen.ra1 �Deslgnb natmNana wltM1 the raqu re enh oflM1ega BldgCoda deh Ed Rol>1lomsewith)p&ovti de cM1e Hi9hVeloclry H°Mcane Zane IHMZI •ths en'n gq mnifles only fhe itm¢Jral lnM9rlry afihose sge scoinponentt®ny other ronstm[boM1 explltldy spe[fied here) EI t In tv, det a &apecfica(pns alp J dby d retheeale responsibll
,nya(tM1e elttti[al mntncfm No elalr[al ree er has been performetl antl no art fi[al on afe [M1i't tln. 5[ Iural Ees gn mttlS requlremeRsof�CU1'h4AI5C3fiPlt AINA 95&NIn-15, as 2ppl'WbI¢mNeel CompdHms5h 116 telp el[d or elM1ttwlse MoeMedayanst rnnoSrn per EBi Seo Rr Z,}}/323M1 •AlJm mmponen151n [oMacr wllry steel
HOMS. ortmbeddM ln[on[m[e shallMoaintM orom[ected as oresmbed In ADMF1511 ffior old54Uneovrenmoa[--ded. Al exwsed fasteners shall be SS. or have aomtetive—C— b, mrroslonomtmbn.• All weldna sM1all be her AWSreau rements. Amato,: Eip+s PlKnudes. Bluminvm weIds.40.53 filler 311w. Alum esemslhns: °°fi3-Tb or snonoe[D N.O.
"TYPICAL" RACEWAY -MOUNTED LED CHANNEL L
REF ANCHOR
5CHEPULE
RACEWAY TOTAL OF 2 HANGER ®RACKETS FA5TENED TO �UILDING
# S X 1/2 SELF TAPPING 6CKEW5 LID FOR EACH RACEWAY 13 AND UNDER
TOTAL OF 3 HANGER BRACKETS FASTENED TO BUILDING
TO SECURE TRIM GAP FOR EACH RACEWAY T AND OVER
TRIM CAP. L
MIN (4) #10 5M5 -` - U.L. L15TED
f ER LETTEP \ d EXTERIOK SEKVICE SWITCH
11811 U.V• COATED PLEXIGLA55_10
HEYCO SNAP
LED
4"DEEP ALUMINUM CHANNEL LETTER
RETURN CAN WITH 201/4" DRAIN HOLES AT 130TTOM
51DE VIEW
° O. 738
STATE OF
°jd!!A!illl Utt LtS
TO 6" WIDE x 6" TO 12" TALL METAL RACEWAY
(HEIGHT OF R.AGEWAY DEPENDS UPON
SIZE OF LETTER.) COLOK OF KACEWAY
TO MATCH EXISTING WALL
_REF ANCHOR 5CHEDULE
U.L LISTED
LE,D• POWER. SUPPLY
(WIRED DY LICENSED ELECTRICIAN)
ANCHORSCNEDULE
CONCRUE (36) or
HOLLOW MASONRY
e'AI L FASI20405 SPA1.L Ot SYACFO fWAor•
QW or SPACING
P.C.
ITEWITH RED &BLACKVINYL OVERLAY
FIMGALACK
LACKPORT
WHITE
ACE NTRIA INSURANCE:
772692 2866
639 NX BAKER ROAD STUART, FL 34994
6645 U51
SAINT LUGIE, r LMAp51GNil$YO5IGNITINC.COM
34952
LICENSE NUMBER5: MARTIN CO. #C5E4666 / BTUART #6221 5T, LUCIE CO. #4859 POKT 5T, LUCIE 05LO64389 ! FT PIERCE #00-05758
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%10{05. OremMtlOed ln[anvetPshall Eetalnl[dabmtmed as b[escnEedln ADMI-ISIIal.wolast dtleJJtenesw[ttiwaYMeds All [aoosetl lasfenen shall ce 5 of haw a twte iw[oatlno fot mrmSbn ram I.•Al,weirasnallbeberAWSleoJlremen6.•FleNweWs: FlOvkttmJes.•A1um nUm N2lds:a093 fillerallm+Alumev[mslons.5M3TaW etraboeo LLN.O.
CA LC UATI 0 N 5
LIT CHANNEL LETTER 51GN IN5TALLED ON RACEWAY "ACENTRIA INSURANCE"
LOCATION: 20 ft x 85 ft =1,700 x 20% = 340 sq, ft ALLOWED TO CODE
ACENTRIA CE
6645 EXISTING NON -LIT FORMED PLASTIC SIGNAGE "PERSONAL INSURANCE"
U51 U51
PORT SAINTLUCIE, FL &'BUSINESS INSURANCE"= 29 SQ FT OF SIGNAGE
34952 NEW LIT SIGNAGE = 36 X 84.73 = 21.18 5Q FT
TOTAL SIGNAGE = 50.2 5Q FT
CONTRACTOR:
SIGN IT! INC.
639 NW BAKER RD
STUART, FL
34994
�i_ �, cJ �