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MOUNTING 10
i LOCATION 2'-6 TYPICAL
° Planning and Zoning De
partme
n
This approval verifies compliance with a licabl
p e
zoning, subdivision and other loc 1 land
development regulations, but does not c nstitute
o 0 O O approval for the issuance of permits. Co pliance
I 0 Q with Florida Building Code and all other a plicable
local, State and Federal permittingrequirements
must be verified b
I y signature of the Cit
� y Atlantic
Beach Building Official prior to the issuance of a
s Building Permit.
i
w
Approved By:
Com
e
0
men
t Dir
ELEVATION & MOUNTING LOCATIONS Date:
ector
I I,
1/4' DIA. BOLT NOTES:
STUCCO _
I 1 Design is based on 120 mph 3 second
r 7
F 200
I design wind speed e BC
gust d
P
9 9 P
w 2009 Supplements. Exposure C.
7PP
it MIN.
2
I 2. Na additional wind catching surfaces are
I I
added to the building structure. The
P HILTI HIT—S 16/2 customer's building engineer is to determine
h adequacy of the supporting structure.
N the SCREEN
q Y
3. Max tension per fastener: 45 lbs.
I 0.125., ALUM
Max shear per fastener: 3 lbs.
€I 4. All fasteners shall be zinc coated
to prevent corrosion.
II penetrations shall be sealed
S
All wall
r intrusion.
w
ate
EI LII
to
prevent
f HILTI HY-20
ADHESIVE 6. at l the address intended shownbelow be
tolled
should not be used at other locations
competent
b a
unless deemed suitable
u ess
Y
Professional Engineer.
H SIVE ANCHOR SYSTEM SHALL BE INSTALLED
HI TI AD E
L
1 I
M ER
i
CMU WALL IN STRICT ACCORDANCE WITH THE MANUFACTUR 'S
SPECIFICATIONS AND RECOMMENDATIONS.
I
DEPICTED IS AS REPORTED
WA CONSTRUCTIOND E
,t
LL
I,t
- BY CLIENT. 'SHOULD FIELD .CONDITIONS VARY FROM
WHAT IS SHOWN, CONTRACTOR SHALL CONTACT
SIGN FOR DIRECTION.
COAST
I p
j NOTE: As designs and pans"Cared an the Miming are the sae yavuly a INSTALLATION ADDRESS:
i
- UNI!Engnewiq,LLC.,created yieeifm:dly lar ban noted yopcL Use of mese
s M s loran other than the intended kalion shall be
Vin• ye,co appl
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r
1 the D�doswe of
yah of the ithoal the wnlo corneal o t Eagnewn04 LLC. WELLS FARGO
K
an a the
nlamolen ercbsed wlhn 'thwl cauonl aa•ner.
Y
C a ntesectaa yaperly and shat.1 be lawatea 1031 ATLANTIC BLVD
I
I GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, FL 32233
I �I FLORIDA STATE LICENSE NO.. 45465
CLIENT:
I �pp I
15M west®bass 'st. Ananesnn,,cA 9 aa2
i aEngineering, L.L.C.
LINK
I
I � =
p L 9051 Executive Park Dr., Ste. 200•Knoxville, TN 37923
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Phone: (865) 539-4001 • Fox: (865) 534-0851
E /NEE9/N
_ n m
• www link r.co
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Online: e
I i I
- Florida Stole Certificate of Authorization
Number.S
HT
BY:
J
I TYPICAL SECTION 1 HMA
1 10-0821 R2
OF 1 DATE: 11/05/10 BDrawing Number:134799
I
III �I
I , I
I
it 4
4i
I
'I
MOUNTING
LOCATION
� t I
E
5 I
f ity of Atlantic Beach
I : and Zoning DePartnbnt
Pis ng oning
I
I
al This approval verifies compNance with applicable
oo i� zoning, subdivision and other local {and
development regulations, but does not constitute
approval for the issuance of permits. Compliance
.E.
l with Florida Building Code and all other applicati{e
r' local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
I
Q
Beach Building Official prior to
the
issuana of a
I 1
Building P
ermiL
I g
Approved
BY. "S Director
iI II
O Date,
1 . ELEV{4TION & MOUNTING LOCATIONS
i
WOOD CANOPY
NOTES:
0 ES:
i
! I I
1/4" DIA. BOLT
1. Design Is based on 120 mph 3 second
W/ NUT, WIDE FLAT, gust design wind speed per FBC 2007
& LOCK WASHERS w/ 2009 Supplements. Exposure C.
2. No additional wind catching surfaces are
I II
0.125" ALUM.
added to the
building I d structure. T
II
9
The
I
customer's
building
en ine r i
e s
to
I I 9 determine
the adequacy I ac of the supporting
Istructure.
4
I I Y
3. Max tension per fastener: 10 lbs.
Max shear per fastener: 1 lbs.
4. All fasteners shall be zinc c coated
s to prevent corrosion.
pp n
WALL CONSTRUCTION DEPICTED IS AS REPDRTED 5. All wall penetrations shall be sealed
I _ BY to prevent CLIENT. H e ent water in
SHOULD FI tr i
us n
ELD CONDITIONS o .
� I 0 VARY Y FROM P
WHAT IS SHOWN, CONTRACTOR SHALL CONTACT
6. This design is intended to be Installed
p COAST SIGN FOR DIRECTION.
at the address shown below and
6 should not be used at other locations
punless deemed suitable by a competent
g al Professional Engineer.
NOTE: AN mA iMxalea m IN's ar•i we
uNx E ae f pwu fq he$me sanely of INSTALLATION ADDRESS:
ngneer.%LLC.,eeatee w ir-ly la the Mled nr•fct.U.of Ince
defyns ar plant lar M other INM the nlMeea -
r pwpafe Callon sNW k
nwl he AIM oanfMl of ,•c
(x L Enginenig,L.LC Oecbsare of W
I ELLS FARGO
I an of Ine nlarma
tm enaarea ri
{ r Nei, t a•mMl of ower s a mlafim
Of nlelkclud Wanerlr and fns,nal be tabated 1031 ATLANTIC BLVD
R
l
j GREGORY A. CAMPBELL, P.E.
f ATLANTIC BEACH, FL 32233
I iw ;j ill FLORIDA STATE LICENSE-NO.: 45465
I
I WOOD BLOCKING -_ CLIENT:
cow SAN
I i -
I _-
I I
,
I
1,
® ae ® a ® ® aas ® o
VIII it .. 1500 West Embassy St. Anaheim,CA 92802
_ (714)520-9144 FAX: (714)520-5847
..�,. _
I
-
I
LINK Engineering, L.L.C.
9051 Executive Pork Dr., Ste. 200•Knoxville, TN 37923
Phan
5 539 001 Fax: -
- E c ( ) 865 539 0851
E (
E
:t R/NG
Online: www.linken r.com
I / I 9
v -
Florida State Certificate of Authorization No.: 27148
i
SHL 1By: HMA Project Number.
TYPICAL SECTION 10-0821 R2
OF DATE: Drawing Number.
l ( v 1
11/05/10 B 14
3 793R2
I
S
a I
I �I
`ryl
I III
I BACKGROUND MOUNTING
6,-7 1/8„
WALL CONSTRUCTION N T
RUCTION DEPICTED IS AS REPORTED
BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM
_ sl 3'-0” TYPICAL 2 1/4" WHAT IS SHOWN, CONTRACTOR SHALL CONTACT
_ COAST SIGN FOR
DIRECTION.
0N
.® ®
STUCCO
2"x2"xl/8,
l ( 11 I
ALUM. ANGLE
6061T6 LETTER M
E
I £
i
L ER OU NTIN
G
ILOCATION HI TI ADHESIVE ANCHOR SYSTEM
SHALL BE INSTALLED
INSTRICT T
S C ACCORDANCE CCO DAN WITH THE
(
�5
SPECIFICATIONSAND RECOMMENDATIONS.MANUFACTURER'S
• )W- L1 4" IAo / D BOLT W/
o RIV-NUT, FLAT, &
LOCK WASHERS
CMU WALL
0 0
•
• • o
# LORD 406 ADHESIVE TO BE USED IN
I' STRICT ACCORDANCE WITH MANUFACTURERS
I I SII I:
w
SPECIFICATIONS AND RECOMMENDATIONS.
I � I j
� SII
I
i
I 0EE
NOTES:
o
1
1. Design is based on 120 mph 3 second
I w ILII
gust design wind speed per FBC 2007
w/ 2009 Supplements. Exposure C.
•
l
N
2 o additional win h'
d In
I � catching surfaces are
f9
7 building added to the but din structure.st uct The
I
9
customer's building engineer is to determine
the adequacy of the supporting
i
f, ity of Atlantic Beach q Ystructure.
la
nnI
e and Zoning Department 3. Letters & background panel design by others.
l
ap oval Electrical design b others.
erifi 9 Y
es
I � Compliance Ia
subd vision d nce with applicable 4. Max tension per fastener: 260 lbs.
d •
oth
"eV op ent re utations$but does not coer l land Max shear per fastener: 60 lbs.
app r val or the issuance of constitute 5. All fasteners shall be zinc coated
BulK local S e ant in Codea d allotherrapplfca Ce to prevent corrosion.
b
Tad le
al
e
m P rrrli
Permitting 9
u'
Ir
I si requirements
6. All wall enetrations shall be I
nt sealed
n s
Y a
Idin 9 ture of the City of Atlantic toprevent water intrusion.
Buildin 9 Official prior to the
{II r
gg 8 Permit Issuance of a" 7. This design is intended to be installed
i
9
M
ELEVATIONMOUNTING OU G LOCATIONS Approved By. at the address shown below and
HILTI HY-20 omm v should not be used at other locations
Date: yy��
2„x2"x1/8" CONT. ALUM. ADHESIVE 6� 76 Dirac CAL SECTION
unless deemed suitable b o competent
-j Y P
1 I MOUNTING 5 6 DIA. SELF OU G AN 1 - •
p I' / EL ANGLE 606 T6,
HI TI HIT- ProfessionalEngineer.
L S 16 2
I ; /
I i I DRILLING SCREW TOP & BOTTOM SCREEN.
- - - - - - - -
- - - - 1 AN h
rro E. eme pms:�oxolee m I s ao.:, oe me sae I of
eeng, 9 peen
r
�7" INSTALLATION ADDRESS:
C� O.C.
xuc � e,eolea ealxa 1p n
E E 9neaanq L.L.C. sp r the tyles pojecl.Use of mese
1
desq•s or plop:Im my llm o 1 Ihm Ins Eng-g.
eL.L.0 Dis anal be
I ox4,IN winwl Ins wxlm crosenl o11WK E n L.L.G wwm.xe of
j d a WELLS FARGO
I I I Of awe:�lim1 PwoWy mdeaea not be ithtot l emee I m o.w.a p aaenm 1 031 ATLANTIC; BLVD
- a nldkclW p.ywlr ma mot,wl M Ianoled
GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, F
L 32233
FLORIDA STATE LICENSE NO.: 4546
ACM FACE s
2
MIN
CLIENT:
1
I
p
. 2"x2"xl/8" ALUM. ANGLE
`� B Edg ® RD ® RbJHB
6061-T6; CHEMICALLY — 15W west Embostr 51. Annneim.CA 92802
tl
BONDED TO ACM FACE -
(711)520-9144 FAX: (714)520-5847
i
I W/ LORD 406 ADHESIVE ,
LINK Engineering, L.L.C.
F' 3/8' THRE
I4DED _ L 9051 Executive Pork Dr., Ste. 200 a Knoxville, TN 37923
- - - - ROD WITH NUT & Evcii✓E ai Phone: (865) 539-4001 a Fox: (865) 539-0851
Online: www.linken r.com
9
i T
LOCK WASHER Florida Stole Certificate of Authorization No.: 27148
SHL BY: Project Number:
I L- - - - - - - - - 1 HMA
10-0821R
i� ? , I OF DATE: Drowing Number:
MOUNTING DETAIL D Ctl'
1 10/25/10
' I
8134791R
II 4
I
I
—2
I II s MOUNTING
I
I
s LOCATION
2'-6" TYPICAL
o lty of Atlantic c Beach
s
I I
Planning.and Zoning g De a
rtment
I I
I
I i Ils
Q � This approval verifies
compliance li
an
ce with
applicablei'
cable
lzoning, subdivision
and other lata land
Q il. I development regulations but
does not colistitute
oo r O O D O O O
with roval FloridarBued ng Code issuance and all lotherr ap licable
local, State and Federal permitting I P tt n re uir m
must be verified g . q ents
b signature Y 9 of the City of
tiantt
Y c
k
Beach Building Official prior to the issuan of a
it o o
Building Permit.
0
It lot
Com n' t�e
t Dire
—
¢ I ELEVATION & MOUNTING LOCATIONS Date: � ctor
s I I
NOTES:
III tl i I
I
t
-.�
1/4" DIA.. BOLT 1 . Design. is based on 120 mph 3 second
l STUCCO gust design wind speed per FBC 2007
w/ 2009 Supplements. Exposure C.
2. No additional wind catching surfaces are
11 added to the building structure. The
1
customer's building engineer is to determine
HILTI HIT 16/2 the adequacy of the supporting structure.
i
2" MIN. Max. tension per fastener:
R N35 lbs.
� II
0.125 ALUM.----\-,
SCREEN
P
Max shear per fastener: 2 lbs.
4. All f
1 n r shall I fasteners s s o l in
r SII � I be zinc coated
to prevent corrosi n
I
I
o .
,
5. All wall penetrations shall be sealed
I � I
to prevent water intrusion.
I
is
i z 6. This design is intended to be installed
r
the r
t e add
ess shown below n
o be o d
HILTI HY-
2
a
'{ ADHESIVE should not be used at other locations
I a unless deemed suitable by a competent
3 Professional Engineer.
HILTI ADHESIVE LANCHOR �Y T M
HA INSTALLED
4g
SSE SHALL BE S LLED
IN
STRICT S ACCORDANCE
CWITH TH MANUFACTURER'S
i
E
4
ISPECIFICATIONS
AN RECOMMENDATIONS.
I III '
D
I 6
I I I
it CMU WALL
WALL CONSTRUCTION DEPICTED I A REPORTED
I ,
DE CED S S
BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM
E
I. I
f
WHAT IS SHOWN, CONTRACTOR SHALL CONTACT
'!
COAST SIGN FOR DIRECTION
p . • 1101: AN s and m m
E s:Mco1M m 1 s ao d n 1
pion,
elesde 1 0
tlev9n aper
INSTALLATION ADDRESS:
I � n
LINK ... sealed 'r a Id n
E l L w tt x the ewled 1.Use of mase
I I W
ngneei y ao
r
,K
{ desq�s d pons 1t m lle,co vo,t mea ma Mended n.L.0 vn snm be
anibiled wNxgt Inc wAlen consent d LINK E n ..
a
iLc Oii, o e d
i'
I 9 WELLS FARGO
- m < dmolwn endosed 1 itwl consml of acne n
lede ud
_. o el 1 and 9wa m1 tae
aoa.
M ales
_ 1031 ATLANTIC 0 V
3 L C BL D
d GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, FL 32233
FLORIDA STATE LICENSE NO.: 45465
ti
CLIENT:
` -
P - _
.� — 1500 West Embassy St. Anone+n,CA 92802
714 5 0-9144 FAX: 714
2 520-5847
R
x
LINK Engineering,
_ _ - , • _ = L.L.C.
.TYPICAL SECTION - - 9051 Executive Pork Dr., Ste. 200•Knoxville, TN 37923
(= l
NG/NEE.9//1/
Phone: (865) 539-4001 . Fox: (865) 539-0851
'I - - Online: www.linkengr.com
Florida Slate Certificate of Authorization No.: 27148
I
SHL BY: Project Number:
1
HMA
10-0821R
i . OFT
DA E. r wi9 m
D a n N
10/25/10 u ber:
(
B134794R
-
I sl
I
I R I II
I I
I I
I e �i I III
I —
�. 2n
I
I � MOUNTING
i
LOCATION 2'-6" .TYPICAL
I
(;fly o an Ic BE ach
f o 0
9
Planning and Zoning D partment
I iP rs
I
his approval verifies complfan a with
applicable
zoning, subdivision and
o her local
and
development regulations, but d es not constitute
- -
approval for the issuance a of per nits. Compliance
e
O
with Florida Building.Cods and a I other applicable
local, State and Federal permit ing requirements
� o O must be verified by signature of he City of Atlantic
E
Beach Building
Official riot
� g to he issuance I P of a
O
B .
ulldm
i 9 Permit.
o
i
O O
Com ni ev to m nt Director
ELEVATION & OUNTING LOCATIONS
I
NOTES: Date:
M
1
I 1 . Design is based on 120 mph 3 second
„
gust design wind speed per FBC 2007
I
I 6 4
IA. T
I d STUCCO / D BOL
w 2009 Supplements. Exposure C.
.I
ro
� PP P
s 2. No additional wind catching surfaces are
x . ' added to the building structure. The
customer's buildingengineer is to determine
r r
the adequacy of the supportingst uctu e
„I
Q Y
r fastener- I .
3. Max tensione35 bs
aP
JM'IN. Max shear per fastener: 2 lbs.
HILTI HIT—S 16/2
i
4 All:fasteners hall e z nc coated
SCREEN
s b
.1 ALUM.0 25" L.0
to prevent corrosion:
I
� i I
Ipenetrationsh II I
All w IIs a b sealed
5. oe
I
to prevent woter intrusion.
This design i intended installed
I � I
6. his des s to ded to be sta
w
9
f at the address shown below and
r
should not be used at other locations
l HI TI HY— unless deemed suitable by a competent
L 20
ADHESIVE Professional Engineer.
HILTI ADHESIVE ANCHOR SYSTEM SHALL BE INSTALLED
T THE MAN FAT R R'
IN STRICT ACCORDANCE WI H E U C U E S
i
S C
g
SPECIFICATIONS AND RECOMMENDATIONS.
1 CMU WALL
I L WALL CONSTRUCTION .DEPICTED IS AS REPORTED
BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM
I�
WHAT IS SHOWN CONTRACTOR SHALL CONTACT
A T SIGN FOR DIRECTION.
I
COS S G 0 D EC
s
Ili
xOIE: As deri9ns and plans Lxlkolm m tn's dro"11 we'be saw(wasp of INSTALLATION ADDRESS:
m.as oppiketion sW be
LINK Engh-6,9,L.L.C..sealed W,,if"xdlr Im the holed p ajKt.use of These
mibiled.il ml the dim zml of LINK E L.L.C.Disclosure of W
des'9a ar pion /pvpose albs Inm the intended
M
m n9n<e ELLS FARGO
of the ulemolion mtlosed.ilhn,.ilhp,l crosmt of oene,¢o viablion
P o
Imeclud 1 and shy WI be pled.
ape ATLANTIC I V
a r 1031 ALAN C BL D
I 1
P
GREGORY A. CAM BELL P.E.
TI H F
ATLANTIC A 32233
C E C L
I
4
L B
FLORIDA STATE LICENSE NO.: 45465
I i
- -- N
I l
. CLIE T:
` - '_ ,. :.• _ ,. e � eoe ® ® � as
1500 West Embonr SL Molneim,CA 92802
s ~.
_ (714)520-9144 FAX: (711)520-5847
-
- Engineering, L. .
_ K L. C
LI
N
h _ -
9051 Executive Pork Or., Ste. 200•Knoxville. TN 37923
- L
' ' v I.. '. Phone: 6 39-40 1 • Fax: 865 53 -0851
o e 8 5 5 0 9
t ) �
I
Online: www.linkengr.com
5 ' SII '~ Florida Slate Certificate of Authorization No.: 27148
v li
TYPICAL SECTIO
N sl�T. eY: Project Number:
I
1 HMA 10-0821R
. '.,.
OF DATE. Drawing m Number:
i
.
10/25/10 B 134792 R
I S
I
I I
6
1
�I 1'-1 I 0 3/8"
I°
E e 2'-9" TYPICAL
0
I ® O
I
I
it
1
Q
i
0
I r � o
I a
City Atl tic Beac
V.- o e •
• P n n an on m
0 0
sal e g
, ill
1
i �
I approva verifies comp with appli bl
zoning, subdivision and other local an
O ut
° €
approval for the issuance of permits. tAL
VVI 1
BACKGROUND MOUNTING LETTER MOUNTING
ocal, State and Federal permitting requirements
ELEVATION MOUNTING i
0 & OU TING LOCATIONS I s nature of the Ci of Atlantic
' LOCATION LOCATION Bea di ial prior to the issuance of a
2„x2„x1/8„ CONT. ALUM. HILTI HY-20 Buie � 9
MOUNTING ANGLE 6061-T6; ADHESIVE 60 1 -T6Ak
- - HILTI HIT-S 16/2
Approved By: m
TOP & BOTTOMCo [ it D vglQp ant Director
5/16” DIA. SELF _
CMU WALL
Date:
DRILLING SCREW — - - - - - - _. - - SCREEN
STUCCO
C
NOTES:
0 ES:
I 1 _
fI
rl
2 1/4” ' i. Design is bused on 120 mph 3 second
f "I
5" I f` gust design wind speed per FBC 2007
w/ 2009 Supplements. Exposure C.
PP
P
2. No additional wind catching surfaces are
II I
ACM FA 2„ MIN.
CE
� added to the building structure. The
t customer's building engineer is to determine
the adequacy of the supporting structure.
6 I 3. Letters & background panel design by others.
�Electrical
design others.
r
3 T
9 Y
of e
s
8 THREADED
E
DED
4 M
ax i
tens on per fastener: 1
3 e 00
lbs.
ROD WITH NUT &
P
Max shear per fastener: 20 lbs.
s 2x2 x 1/8" ALUM. ANGLE
I I _ LOCK WASHER
6061-T6; CHEMICALLY , I 5. All fasteners shall be zinc cooted
BONDED TO ACM FACE I to prevent corrosion.
6. All wall penetrations shall be sealed
W/ LORD. 406 ADHESIVE
to prevent water intrusion.
7. This design is intended to be installed
R at the address shown
below and
d
should not
be used at other locations
unless deemed suitable by a competent
CMU .WALL
Professional Engineer.
@I NOTE: AN de. s aw do,iwicoled on this dro.n ae the ide Gopal
I
It
MOUNTING DETAIL "� 9 of INSTALLATION ADDRESS:
- -oc LWxt Engmmnq LA.C.,aa•led spedlkoly to the noted project.i of lhon,
pe
f s a pions la
9' my pvpose other f LI the mewing apphcolcn shah be
pahibilM allw•1 the wdlM<onsenl of tldc Er,q.,eanq,L.L.C.Disdowre a WELLS FARGO
my of the nlomalion mdosed within.•ithonl cmiml of o ni is o wololim
R 4
I LORD 06 ADHESIVE
1 4 DIA. T W TC BE USED IN a.,lexect„d taw 5,91 not x map
/ BOL / prapay ted 1031 ATLANTIC BLVD
RIV-NUT, FLAT, & STRICT ACCORDANCE WITH MANUFACTURERS GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, FL 32233
LOCK WASHERS SPECIFICATIONS AND RECOMMENDATIONS. FLORIDA STATE LICENSE NO.: 45465
it
I
CLIENT:
-
::I
HI TI
A
L DHESIVE ANCHOR SYSTEM SHALL B INSTALLED
i E S LLED
IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ISM west Embassy St. Anaheim,CA 92802
71 - 1�� FAX: 1 -
520 9 7 4 520 A7
58
SPECIFICATIONS AND RECOMMENDATIONS.
I
TYPICAL. SECTION
k
LINK Engineering,Ineerin
- L.L.C.
WA -
g
LLCONSTRUCTION
_
IPI T
€ID
E CED S AS REPORTED
RT - 9051 Executive Pork Dr.
E 0 Ste. 200•Knoxville,I ED o e, TN 37923
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I j Phone: 865 —a t. F
539 00 ox. —
865 5 9 1
BY I _
_ � ) 3 085
CLIENT. H F )
SHOULD FIELD CONDITIONS ITI N ��FEA�ti�
' 0 D 0 S VARY F -
ROM __ Q Online: www.linkengr.Com
WHAT IS SHOWN, CONTRACTOR SHALL CONTACT Florida state Certificate of Authorization No.: 27148
COAST SIGN FOR DIRECTION. SHL 1 BY: HMA Project Number:
_ 10-0821R
OF
I
DATE: Drawing Number.
1 10/25/10 B134790R
I� I'
I pp II � L
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s
i
4.
1'-1 1/2"
-1 1" 13"x 13"x3/4" 1/2..
STEEL PLATE T1
1/2" THK
1' HEAVY STEEL GUa1/2'
HEX NUT O
7/8" DIA.
/
� HOLE CN
-
tID w4x4x1/4 �STEELTUBE
Ir
i I I I I 5"x5%1/4"
II II 1/2" CHAMFER
I � I - STEEL TUBE
1"DIA.x36" LONG lL==-
` ANCHOR BOLT
PLATE TO TUBE GUSSET DETAIL
.q
-�-GUSSET TO TUBE
3/16' GUSSET TO PLATE1+
O O
III
2 1/2"x2 1/2"x1/2" Colo
r �
4Y"
,. MATCH PLATE DETAIL
STEEL GUSSET
s.. v
PARTICULAR CARE SHALL BE �
k" TAKEN TO PROVIDE SUFFICIENT
PREHEAT OF THE THICKER 1/2" THK
ELEMENT FOR THE SOUNDNESS STEEL GUSSET
OF THE WELD. OTHERWISE, USE
1/4" MIN. WELD.
I
cli
9" 13%13"x3/4"
T PAT
STEEL PLATE
s
i ,
1 1/4" DIA.
OHOLE 4' 1/2" CHAMFER
GUSSET DETAIL
4%4%1/2,.
� I
STEEL GUSSET LW Engn.>iw LLC,aeolea�peur.*la IM solea aoI¢I.the.1 nine
NOTE: M aesys ma pion oJe:ole4 an IW oro.iy orc IM sok pr aWy of.INSTALLATION ADDRESS:
wOf 5"x5"x 1/4" p*E•d�i",:Kl-.a .1 LIW E„�11. I,neneee„j Lpp�rCl� nel WELLS FARGO
i
(n
ony of the in ion a doxo wRW.i1Mal<auenl of o .4 a ri"iw
1 M lutl ana shah nol M IakroleQ
1031 ATLANTIC BLVD
o� - STEEL TUBE a .� aopenr
(°
GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, FL 32233
0
FLORIDA STATE LICENSE NO.: 45465
CLIENT:
PLATE TO TUBE
GUSSET TO TUBE I N C 0 R P 0 R A T I
- - - 1 W m him A
500 est Embassy Anaheim, C 92802
oss St.
3/16" GUSSET TO PLATE ^ _(714) 520-9144 FAX: (714) 520-5847
LINK Engineering, L.L.C.
1" HEAVY HEX NUT,
N
TACK WELDED 9051 Executive Pork Dr., Ste. 200 a Knoxville. TN 37923
L
BASE PLATE DETAIL E✓ /NEEP VG Phone: (865) 539-4001. Fox: (665) 539-0851
- Online: —.linken9r.com
- Florida State Certificate of Authorization No.: 27148
SHT. B
Y: Pro ect Number.
3
ANCHOR BOLT DETAIL 2 HMA 10-0710
/�� �� OF2 DATE: 09/09/10 Drawin9B134768
i
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y ,
NOTES:
7'-11"
NOTES: 1. Design is based on 120 mph 3 second
SIGN CABINET & CLADDING gust design wind speedeed per FBC 2007
ii DESIGN BY OTHERS. w/ 2009 supplements. Exposure C.
2. Foundation is based on a safe
ELECTRICAL DESIGN 1"DIA.x36 LONG lateral soil bearing pressure minimum
BY OTHERS. ANCHOR BOLT of 300 psf per foot of depth. Soil report
{ _ "SET was not furnished. Allowable bearing
4Tx4' 1GUSpressure should be verified prior to
STEEL
"x1 4" placementof
�n fill. Do not place
5„x5 / foundation
STEEL TUBE
k 3. Concrete shall be mixed to attain a
'
compress
ive
strength of 3000
(; 1. CABINET �-
\ I /� minimum9
ED) �j 1 psi in 28 days.
/moo/ I 13"x 13"x3/4" P Y from
' r/\ ) �\ STEEL BASE 4 defects is andort mshall er smeethall bASTMeA500
PLATE grade B with a minimum yield strength
r r r r r of 46000 psi for tube. Plate and angle
i