HomeMy WebLinkAboutEngineering; Design CalculationsProject Location: 81 x 18' LOGO
3190 Airmans Drive
St Lucie County, FL
18"' AIR
LED ILLUMINATED CHANNEL
ANCHORSCHEDULE ""ALL FASTENERSSHAUBESPACED EVENLY" Fr— -
----Il
WALL MATERIAL ANCHORTYPE QTY or SPACING
1/ pq��
_L4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE PU
CONCRETE (3ksi) or
''HOLLOW MASONRY 1/4" TAPCONS (OR EQUIV) WITH 1.75" EMBED (29) TOTAL AT "ONE"
1/4" EXPANSION ANCHORS WITH 2.5" EMBED (16) TOTAL AT "ONE"
1/2" PLYWOOD 1/4" TOGGLE BOLTS (21) TOTAL AT "ONE"
(140 ACCESS BEHIND) 1/4" WOOD SCREWS, FULL EMBED (32) TOTAL AT "ONE"
METAL STUDS/ PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUM (24)TO LAT"ONE"
HOLLOW WALL+ BLOCKING 1 1/4" THRUBOLTS OR LAGS To SOLID BLOCKING BEHIND (16) TOTAL AT "ONE"
AT "AIR" LETTERS, USE ANY ANCHOR OPTION SHOWN: MIN (3) PER LETTER
General - Design Is in accordance wit e y1re dg Qd. 711h Ed (2020) for use within & outside the High Velocil Hurricane Zone (HVK
't' IZ� '"N" *"= "' a
Notes: ofWbh�rdecllc 4.e 't., -I.� has n protected as P�� al contractor. IgW and no certification of such is Intended. - Structura design meets require
n concrete shall be painted or in DMI-15(la),orplasttc/nmpmnespacempmvid�d.- exposed
per
s' =
ySeats
easyseals.com
DESIGN CALCULATIONS
FOR
ONE AIR
WALL -MOUNTED SIGNS
3190 Airmans Drive — St Lucie County
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 7th Edition (2020)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-16 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
Index:
existing host structure (if any) is assumed to be in good condition,
Pg 1 Cover
capable of supporting the loaded system, subject to building department
Pg 2 Wind Loads
approval. No warranty, either expressed or implied, is contained herein.
Pg 3 Anchor Design
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.
5. Where site conditions deviate from those noted herein, revisions may be
-specific engineering evaluation
EngiQp 1 ` 1ir,,j seal valid
required or a separate site performed.
6. Aluminum components in contact with steel or embedded in concrete
�'
shall be protected as prescribed in the 2015 Aluminum Design Manual,
No. 67 82
Part 1. Steel components in contact with, but not encased in, concrete
_ �c
=
shall be coated, painted, or otherwise protected against corrosion.
=
7. Engineer seal affixed hereto validates structural design as shown only.
' TATE
's�0; ., Al 1�
Use of this specification by contractor, et. Al, indemnifies and saves
harmless for & damages including legal fees &
Christ # 67382
this engineer all costs
�a1gJ+ ,`%%�
apellate fees resulting from deviation from this design.
Easy S"'? Josm,ceYt Auth # 31124
Federal Hwy, #200 Ear Seals .com Page 1
Bocaoca Raton,
ton, FL 33432 —1
emEasyseaLs
msyse lsmm
ASCE 7-16 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
V = 160 mph Basic wind speed (Vult)
Exposure C
Calculations
a = 9.5 3-sec gust speed power law exponent
zg = 900' Nominal ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
CALCULATIONS FOR WALL -MOUNTED SIGNS
ASD Load Combo Coeff: 0.6
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
160 mph - Exp "C"
WALL -MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER
HEIGHT (Zone 4) (Zone 5)
Kh = Kz
qz
GCp (4)
GCp (5)
15 ft
31.2 psf
39.7 psf
0.85
28.4
-1.10
-1.40
20 ft
33.2 psf
42.2 psf
0.90
30.1
-1.10
-1.40
25 ft
34.8 psf
44.2 psf
0.95
31.6
-1.10
-1.40
30 ft
36.1 psf
46.0 psf
0.98
32.8
-1.10
-1.40
35 ft
37.3 psf
47.5 psf
1.01
33.9
-1.10
-1.40
40 ft
38.4 psf
; ,A8 8 psf; ,
1.04
34.9
-1.10
-1.40
45 ft
39.3 psf
50.1 psf
1.07
35.8
-1.10
-1.40
50 ft
40.2 psf
51.2 psf
1.09
36.6
-1.10
-1.40
55 ft
41.0 psf
52.2 psf
1.12
37.3
-1.10
-1.40
60 ft
41.8 psf
53.2 psf
1.14
38.0
-1.10
-1.40
70 ft
35.3 psf
70.6 psf
1.17
39.2
-0.90
-1.80
80 ft
36.3 psf
72.6 psf
1.21
40.4
-0.90
-1.80
90 ft
37.2 psf
74.5 psf
1.24
41.4
-0.90
-1.80
100 ft
38.1 psf
76.1 psf
1.27
42.3
-0.90
-1.80
110 ft
38.8 psf
77.7 psf
= 1.29
43.2
-0.90
-1.80
120 ft
39.6 psf
79.1 psf
1.32
44.0
-0.90
-1.80
130 ft
40.2 psf
80.5 psf
1.34
44.7
-0.90
-1.80
140 ft
40.9 psf
81.7 psf
1.36
45.4
-0.90
-1.80
150 ft
41.5 psf
82.9 psf
1.38
46.1
-0.90
-1.80
175 ft
42.8 psf
85.7 psf
1.42
47.6
-0.90
-1.80
200 ft
44.1 psf
88.1 psf
1.46
48.9
-0.90
-1.80
250 ft
46.2 psf
92.3 psf
1.53
51.3
-0.90
-1.80
Page 2
Sea Ls
,.. e"yseals.wm
Wail Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:
Sign type:
Sign size:
Wall material:
Anchor type/size:
CALCULATIONS FOR WALL -MOUNTED SIGNS
P = 48.8 psf
"+One" Letterset
A = 72.0 sgft (entire letterset) (50% open, aggr)
Metal Steel studs or extrusions/shapes
#14 SMS
Ref: Min 18ga studs (grd 33) or 0.090" 6063-T6
Min Embedment: Full
Min edge dist: 0.75" Min Spacing: 0.5"
Anchor tensile capacity: Tcap = 152.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt =
No. of anchors req'd: n =
3516 lb ... = P*A (entire letterset)
23.1 total anchors ... = Rt/cap
Total anchors required: 24 total anchors balanced over letterset
OK, typical anchor option at "+One" letterset size shown.
Ref anchor schedule for other anchor options.
Page 3
Phoenix Series
...: :::: ifi ti® ..
..: � � .. Spec ca ns
PF-2080.
'Viewing Angle 170° Phoenix Wing Optics::.:InputV6lta4e 1.20C
Watts :livv/mod (1:.39w/ft.)
Luminous Efficacy 114 (Im/W)
7. . Modules/Foot' 1.74/ft. fully stretched:::
Protection Grade:. IP65:water proof
" @�A
s�yyPackaging: Anti -static bag,120 modules (69 ft)/bag: ,. .c US: P2.5 -8'Warranty ; 7Year (Product):/5 Year (Labor)CSII$ . % torten E 350828
262904 E481194
Operating Temp. ::. =40°— +60 °.0 L .-40° +140: OF
:.. .. ideal depth ' . P P 40°...70 ° ° °
Storage Temp: - � - C / -40 �:+158 F
Cascade 60mods:single-ended power feed
Features
12 a wet . Omodz doubl ended power feed :.
-Brighter signs with less power (114Im/watt) .
..... .....
Energy efficient & constant cufrent
Premium components, high efficiency chips, and great heat dissipation Color Part# ColorTemp Lumens
for longer, reliable life.. PureWhtte : HLED-PF�2080 7000 : 91 Im/mad (158Im/ft)
-14"max stroke : Red :.: HLED-PF208OR : 620-625nm : 20Im/mod (34Im/ft:)
- Guaranteed life over 50,000 hours : .
Orange HLED-PF2080-OR.:.600-610nm:.. 161m/mod (27lm/ft.).:.-
-Identical Bin Code=One Color Guarantee Yellow HLED-PF2080Y 590-595nm : 12 Im/mod (20.9 Im/ft,')
- DIY Layout Tool at hanleyledsolutions:com
(Available in.English, Spanish; and French)
..Blue .:HLED-PF20806 460-470nm 81m/mod (13:91m/ft.)
- Green .:.:HLED-PF2080G 520:530nm -.44.Im/mod (76.5Im/ft.)
Profile Drawings Unit:mtn[inch]
..... .....
.175[6.89] .....
124[4.88) 128[5.04
MAX CASCADE=60 MODS • .
lam
57.00[2.24] o
r 7,901.311
-----
.. lig t Distribution
.�
o
.... .... ... .... ..
MAX POWER SUPPLY LOAD
MODEL 35W ., .. 60W 100W ' ' 150W . , :NOW'.. .
P.F-2080 43mods :75mods 124mods 186mods. 300mod5 :. -60 60
r 1 bag=:(1)1.00w premium power supply -30 .. 30
DONE ----- . .
0
.....www.hanleyledsolutions.com Your LocalDistrib.utor: Grimco .. .
Hanleffl) PF-2080 Spec Sheet Updated 9/30/19 US www.grimcb.com • 800.542.9941 Canada. www.grimco.ca 800.263.1421 1. International 305.885.0088
ex: i a. s .... .. .. .. .. ..
.. .. .. ..
.
:..Acrylic.Sheet.:..... . .... .
. .
Average Physical: Propert16s of. "Plexiglas. G' :This value wilt change with:thick- _ :..: :. ... . Hess. The value. given is for:the
ASTM•"- thickness in the column -heading.
PROPERTY: : .. __ Method' :UNITS Plexiglas G ':_Values reported are_alie[ages_and.:. '
__.— --
:' " jhhickness,; i 6rriirial iri' 0:236" : be use r specification should not. d for
ecific,' Yavit _ "D792 N/A_: - �1A9 P
_P —9 _Y urposes.:
OPTICLSt _
For a complete listi.ng:of physical
Refractive -index T�D542 N/A 149 properties, go to inrvvvv.plexigias:corn
Light trii6smittance�arid haze: :'as :received" . : D1003 .... or call :your local sales representative
Parallel % : • : 91# and ask for a -copy of the. Plexiglas
Total % :':. 92*- :.. General Information and Physical
Properties Brochure.
. Haze _—---------• ---- — /o :— --- - .: - 1 --- ... ... .. ...
MUCHANICAL
Tensile. strength (.25"specimen - 0.2"/min) D638
. ....
:.:. Maximum psi 10,500
Rupture.. PSI . _101500
Elongation, maximum % A.9
- Elongation, rupture. :% 4:9
,Plexiglas acrylic,
:.
Modulus of elasticity _ __:.::_ _ __'psi00___
' -___ 450;0_ _ _ sheeiIsacombustible'"
. " thermoplastic. Observe firm . .
I Ois"son's ratio 0.35 .
' .... Preca-utions approprlale.for, .
KIEXUraLStrength"(span depth'ratlo 16; 0.1.''/min) 0790 comparable' forms ofwoadand
.. paper. For building uses; chock '
Maximum - PSI ..
code approvals.
•, ��� 16,000;"" ""Im act resistance •
P
� � � � - � � is a fiaitor of thickness. Avoid
'Rupture.: •: %,pSl 16,000 =exposure toheptoraromatic
:... - - :..solvents. clean With soap and
Deflection,.maximurrt :. ":. in ':0.6
- " • - . ' water. Avoid abrasives.
....
Deflectibi i rupture : : :' in 0;6
Modulus -of elastici si: �•450;000 "
Shear strength :^ . . . . . . D732 . .. psi . ___ 900v
Shear modu)tis. _ "d
fine statements; Technical information an
iec ommendafions contained hereiri•are
Impact strength-:. . • believed to be.accurate as of the date hereof.
Charpy•unriotched @73°F 'D256" ft=1b/ 7.0. Since the cvndifions and methods'of:use of
.. -the inform atlon referred
re o
-1/2" x 1" sect;.'- e product an o
herein are beyond our control,
Arkema
-lbn.ofnotch expressiy disclaims any and all liability.as to milled notcH@73°F.
+ an resiilti obtained or aHiin from ah ' Use o
Rockwell Hardness � � D785 � - � ' •M=100 Y g Y
THERMAL
the product or reliance orb such informatiUnS
------ - --- ---- NO WARRANTY -OF FITNESS FOR ANY PAR -
Hot forming temperature "_ " OF. _ .. y '290-360 ___ _ J TICULAR: PURPOSE,:WARHANTY OF:MER-'
Deflection temperature under:N N,
'(flexural) load':":. D648 :.:I.
EXPRESS
OR IMPLIED, IS MADE CONGER
p .,
ING THE GOODs'DESCRIBEO OR THE
3.6°F/min-2G4' sr °F 205*" : : • • -INFORMATION PROVIDED HEREIN. The
Maximum recommended Information provided herein relates only to the'
continuous service temperature _s ." .'F 180-200appli ab such product
pro uci a may not e
- r;--; __- le_when su is used in"com-
Coefficent of lineal thermal expansion ::.:. :... any t...
... .. _R&H P4A in/in/7 X. 1.
60°F . .... 05_ 3.9 _-
binatlon' with other materlais or in
- ---•- � -- -- ----- -- - aro I cation before ctimroercializatilont Ntiffii
r y
Coefficient of thermal conductivit Cenco-Fitch BTUAhr)(s ft)(°Ffinj 1�3 contaihed herein should be construed as an g
—T------•-9- _ --
° inducement to infringe ari atent, and.fhe'
Specific heat at 77°F BTU/(Ib)( F)-_ __0.35_ g Y P
Mf3GEL LA"NEtJ'US user is advised to take appropriatg;steps to be •;.:
- — -- --- duct ;.:sure that any:proposed use of.. the"pro will,
Horizontal burning test avg.: D635 cm' min 2.8 . not result in patent, infringement.
Burning rate :.. (in/min)
SDS & Safety eratio
Sinoke density .. D284.3. :.. °/m; :.. : : :" 4-74
"See M for -Health ea th ety Cdnsi ns
Flammability classification __•-__.___ _- 94HB _ _ Altuglasoand PlexiglasO. G are
Odor . :.... ken
registered trademarks of Ar
' '•". .None
m 2002 Arkema Inca '
.... .
N
":":• Taste. .:' .�;�,_�_--.._. _one _
'A'LTU G LA 5
.I N: T I R 'N:A T •I"'O.:N Al'"
..."ARICEMA-MUP ...
:... Advlt20120.7102/3m,-GI
Arkerna Inc.,'2000 .... ....
Market -Street, Philadelphia, PA 19103
ww.w.altuglasint:com- :www.P.lexiglas.com