HomeMy WebLinkAboutSIGN PLANS 3EasySeats
=- easyseals.i
SCANNED
BY
St. Lucie Countv
DESIGN CALCULATIONS,
FOR
GARBER BUICK GMC
20",22" CHANNEL LETTERS
5255 U.S. 1— Fort Pierce
GENERAL NOTES:
1. Design is in accordance with the 2010 Florida Building Code 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) must be capable of supporting the loaded system as
verified by building department or architect / engineer of record. 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 2005 Aluminum Design Manual, Part 1A.
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.
Index:
Pg 1 Cover
Pg2 Wind Loads
Pg3 Anchor Design
Engineer's signature and seal valid
for pages 1 through -3_
Christian La
Easy Seals
PE k 67382
Auth q 29531
Federal Hwy, azoD Easy Seals .com Page 1
Bacaoca Raton,
tan, FL 33432
so
0
•�
a
°
Ot
O
o.y
W
L
a
:a
0
'
o
u
$
n
�
Y
u
a
J
�
o
o
C
W
F
O
u
in
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
v4 - 4 e4 �j 4 v- v v -q--vo? ao--o?-cocj ro
.ti ti ti ti ti I N ti N ti -i .� ti ff 1i 1i 1i -i 1i i �i I
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
m rn m m rn m of m rn m rn m
0 0 0 0 0 0 0 0 0 0 0 0
M N Il� n LQ ei t0 m N Ci Zt ri O Lq m M Lq P� w m l0 Uf
n O N a l0 w m O N m m m O H M 9 m w m H �!1
w w �o w n n n n n n w w
ZN v O� w m N O l O N w M
a0 Cl Ol Ot O O O O rl ci ti N N N N M (n n1 M V a N
= U)I 0 0 0 0 ,-i ,-i ,-i .-i '-i .-i .ti c-i c-i '-i .-i .ti ti H H .-i ti r
W W.
W
W
W
W
W
W
m
W
W
Wc
W
It;
WA
4.
N
6
6
G
G.
G
G
C.
c
C
N
n
N
N
O
M
w
ei
N
N
N
t0
w
m
.ti
I�
'i
1f1
1�
m
n
ei
M
U
Z
Q
O
O1
N
at
{D
1�
00
O
ei
N
mO
44
6n
Of
O
A
N
Y1
OD
N
ur
ccu
.N..
M
a
at
v
a
s
m
w
m
m
n
n
n
n
n
n
m
m
m
w
w
m
mn.
"-•--
----•--•----------•----------------------
........................................
W
w
Z W
V^
•••
N
'r
N
w
N
w
N
w
N
w
N
w
N
w
N
r
N
�r
N
.r
N
�r
N
.r
N
�r
N
�r
N
�r
N
�..
N
�..
N
...
N
V..
N
.rn
N
Z
t!
C
r!
N
O
w
M
M
N
ei
w
UG
N
m
Ll
w
ei
N
L
0
N w
N
ei
m
p
w
N
w
m
0
r
"
0
w
N
w
w
m
O
0
r
N
w
0
¢ U
M
m
M
M
M
M
M
a
O
v
M
M
M
M
M
M
O
a
a
e
v
E
o
J
a
F
N
3
x
x
x
0
0
0
0
0
0
0
0
0
lZ7
l=7
vi
o
v�
o
o
'n
o
o
0
0 0
m 0
0 0
0
0
0
0
0
m rn
o
0
N=
.+
ry
ry
m
m m
v
v
mm
ui
w
n
w
m
o���A
ti
,^y
r0i
rmi
Ts
&seals
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:
Sign type:
Sign size:
Wall material:
Anchor type/size:
CALCULATIONS FOR WALL -MOUNTED SIGNS
P = 46.0 psf
Channel Letter
A = 3.3 sqft (per letter, critical)
Wood CDX or equiv, thickness to match Min Embed
1/4" Toggle Bolt (r)
Ref: Powers Toggle Bolt; catalog
Min Embedment: 0.5" 1
i
Min edge dist: 2" Min Soacina: 1.5"
I
Anchor tensile capacity: Tcap = 87.5 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 154 lb ... =P*A (per letter),
No. of anchors req'd: n = 1.8 anchors per letter ... = at/tcap
i
Total anchors required: 2 anchors per letter
OK, critical anchor option shown.
Use min (3) anchors per letter.
Page 3
I— 1 V-4 114"
22 D R A B IED
22" Dealer Letters scale: 1/4•=l'-0•
GFLS 22DLWH - White Faces
Required Dedicated Circuits: 1- 20 amp/120 volt
Existing
Existing
4
18'-5 114"—
Certified Service
22" Certified Service Letters Scale: 1/4"=1'-0"
GFLS 22CSKL - Black wlWhite Keyline Faces
ELEMENTS
ELEMENT
SIZE (HEIGHT)
LENGTH
I SQUARE FT.
i WEIGHT
ELECTRICAL
Buick Signature - Unibooy Sign- Monochrome
20"
10'-9 1/8"
10'-4 718"
17.93
24.28
L 47 lbs
35 lbs
1 amp
1 amp
GMC Signature - Untbody Sign- Monochrome 28"
Dealer Name Letters
22"
11-4 114"
20.82
8lbslletter
.4 amps/letter
Certified Service Letters
22"
1 18'-5 114"
33.8
801bs
1 amp
Center Vertically on Black Band,
Horizontally Center Between
Left Edge of Fascia & Left Edge of Tower
q
MIN. KETU'(CK
FRONT
SIDES _
CNR SII
REAR
ZNG.0
m
m
EQ
201/2" I 10-9118"
i
f28�
-�'
10'-4 7/8' i EQ
_! I 12'-1114"
20" Buick Signature (UNbody Sign)
GFEM 20BUMC - Monochrome Face
28" GMC Signature (Unlbody Sign)
GFEM 28GCMC - Monochrome Face
Scale: 1 /4"= V-0"
Required Dedicated Circuits:
1 - 20 amPI120 volt
SCANNED
BY
St. Lucie County
181.
Center HIV inTop Panels above the 3 dors 51'-6" �. DATE: -9-/s offset From XCq
—� ELEC: Building E
M
PLUM
!3L ecc DATE:m Y
Certifie Service�� AAECH 22 D
24 -0"
DATE: Tower
OAH
o �o26
N tK
o O
ou
FRONT ELEVATION - East Scale: 1116"=1'-0 Entry Element o
v� 213'-8 9/16" 1L Profile <
EQ E Q.-2-2v
�
'*SIGNATURE REQUIRED TO VAUDATE ORDER*** Pb icon Sign Group recommends signage based on the Design Intent Drawings provided by Gensler- If your final op roved design documents e ;
differ from the arigfinal scale or size if is recommended fhatynur G�..neml Conhoda send the revised dimensions of your buillding facade For addition 284568 1 w
'aL f� review, The size'XPc'cemenf of lheACM reveals (seams) is o wlul port of our n:commendafion prornss fo oompry wish General Motors design guidelines. � Garber Buick GMC - -
f PAMSON ***Installer to Verif Measurements ass a.nu axdm: �xnue�e oa Ft. Pierce, FL o
Due to Field Variations*** SO, - cBLu ��®� wm�m�yd � J tzov 3ary ,I f e. _ 12-1014 �• 0 � c
SIGN GROUP INC. O ❑ ❑ G
410 N.CEDAR BLUFF RD. • SUITE 101 • KNOXVILLE TN 37923- / • A. Matthews v o
• Tel (865) 693.1105 • Fax (BOB) 694.1106 •Toll Free (866) 21 B-1976 .® as noted • • - 1 1 z
3
ST. LUCIE COUNTY
PLAN REVIEW
BLDG:
General O Design is in accordance with the requirements of the 2010 Florida Building Code for use within & outside the High Velocity Hurricane Zone (HVHZ). O This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein.
Notes: 0 Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. 0 Aluminum extrusions shall be 6063T6 or stronger, unless noted otherwise.
�a
w
r
mi
zsa
m E
z :
r
O
9
21
z o
G o
A
0..
^9
m 0
i o
oo
Fp
z _'
ell
S
�°
n
m
(1 A
a
A
5.
A
Va A
N A
A
O
C
M
m
A
D i
3 Q
a
m
o
s�o>-o
u�o�zo9
�oo�210
r
41
O A^9
2
v-i
A
E
3
JO
'9
Ci
2
y�
3
N
N
n
C
O
m
O 41
O
O g
O
Z
i
s
z
m
A 3
v
p
c
A 3
c
p 3
m
A 3
v
p
m
A 3
9 fyi
2
2
2
JC 2
2
2
JC 2
n K
A
A
A
A
A
p
A
c0 ° OO.
0 e
u a e1,° °eg
ry
c
�0° °,.°° � °0 �aa o O ° o0 00
r8 9 4 6 4 7 4 9 9 8 9 4 6 4 6 9
106 Mods
(1) 60W P/S
ELECTRICAL:
Agilight 60W Power Supply
CIRCUIT LOAD: 20AMP
TOTAL CONN LOAD: VARIES
EACH POWER SUPPLY=1.0Amp
TOTAL CIRCUIT REQ'D-Depends on load
Monting Hardware Chart
1/4"
Bolts Thru Wall
X
X
X
1/4"
Lags W/Shields
X
1/4"
Lag Bolts
X
1/4"
Toggle Bolts
X
jfPATTISON
SIGN GROUP, INC.
410 N.CEDAR BLUFF RD. • SUITE 101 • KNOXVILLE, TN 37923 r r r as noted �- 1 /1
• Tel (865) 693-1105 • Fax (888) 694-1106 • Tall Free (866) 218.1976
02008 RATTISON SIGN GROUP, INC, ALL RIGHTS RESERVED, NO PART OF THIS DRAWING MAYBE REPRODUCED IN ANY FORM WITHOUT WRTTENPERMISSIO N SIGN GROUP, INC.
ASCE 7-10 • V=160 m h • Risk Category 2 5truct. -Sign Hei ht = 30 ft max Will com onents & cladding:1200 N Federal Hwy, #200 Christian Langley a
WIND LOADS: • Exposure C' • ASD Load C eff = 0.6 • Kzt=1.0, Kd=0,85, G=0.85 • Zone 4: t 36.1 psf • Zone 5: m 46.0 psf Boca Raton, FL 33432 Florida PE #67382 =r ' 8 5 p ?
1-888-371-3113 Certof Auth#2953 `" Ci
00
_4P F
2"
Qo is
8
no a d
Opp° °o°OC�pOo O ° S*
9 4 6 4 7 4
e
106 Mods
(1) 60W PIS
s x
xOr
M D-
o f
3 3
'-a' D
,Oi,
G z
o
2
m 0
CC z C
D3 _
0 W
E
3
yDy
T
Z
O
O
A
2
O C
x 0
O
C N
O
2
m
O N
O
2 O
9
o
m
F1��
0
z
N
is
T
A
N
m
o
A
E
3 O
N
N
z
O
o N
3
A
o
c
m
o
z
F
F
x
9
9
si3=
PO3
A='=
m''
8 9 4 6 4 6 9
ELECTRICAL:
Agilight 60W Power Supply
CIRCUIT LOAD: 20AMP
TOTAL CONN LOAD: VARIES
EACH POWER SUPPLY=1.0Amp
TOTAL CIRCUIT REQ'D-Depends on load
Monting Hardware Chart
lili
1/4"
Bolts Thru Wall
X
I X
I X
1/4"
Lags W/Shields
X
1/4"
Lag Bolts
X
1/4"
Toggle Bolts
X
f PAOUISON 0 Certified Service - 22" _
SIGN GROUP, INC. fff*T�• e G M
-04-12 - �. - 0 •�0
410 N.CEDAR BLUFF RD. • SUITE 101 • KNOXVI(LE, TN 37923 r r as noted •. • - 1 /1
• Tel (86r7 693-1105 Fax (888) 694-1106 • TDII Free 866) 218.1976
0 2000 PATIISON SIGN GROUP, INC. ALI-RIGHIS RESERVED, NO PARTOF THIS DRAWING MAY UE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM PATTISON SIGN GROUP, INC.
ASCE7-10 •V=160mph -Risk Category 25tmct. -sign Height=30ft max Wall components & cladding: 1200 N Federal Hwy,#200 Christian Lang ley F' N r'AM ^"
WINDLOADS: •Exposure'C' •ASDLoadCoeff=0.6 •Kzt=1.0,Kd=0.85,G=0.85 •Zone4:t36.1psf •Zone5:t46.0psf Boca Raton, FL FloridaPElt67382a 8€ 1a��l�l
1-888-371-3113 Cent ofAuth k29531 =,� W