HomeMy WebLinkAboutBuilding PlansGENERAL NOTES:
1. NI design, fabrication• lnst.11.th s and construction
U m c
hell ccnferm to the following spedgmtims, unless
.peciflaa6y noted otherwise an the drawing:
pp oV
• The Florida Building Code 6th Edition 2017
• American I..Utute Steal Corretructlm, Me
Y
-V1 c =8
of
Natural o/ Sted Cmciety m
ED1.1
%I
• D7.1 & D7.2
W I/AW &
Society ANSIel
a$ @ w i o
-5
St."'.American
or
SWeturol Welding Cade - Steal or Alum
Welding
� � , v,
• The Aluminum Aewodotlm Ded n Manual,
g
n•5
1
2010 Editlm.
2. All component. hail be as listed bolos.
- $� 7 o
TD a
mleas noted otherwise:
• All structural aluminum drill be 6061-T6or equal.,
_ a,•, U W E
• Nadranl91 erpaneim ashore hail be Installed
according to manufaeturero apedgoaUms
IJ
own
• Ail ferrous to nor-ferrau. motadde shall be
ad.quatdy aoperated to prevent corrosion.
4'-0 1/2'
V-O 1/2"
a _
• A belt M contact with steel and aIumM- hall
e3 o
be galvanf..d or stainless ated.
Y
• Stainless steel boll. hall be AISI 304 or 316.
A
EA ASled
belts hall be A325 baits or equivalent
1
1.5 X 1 4 ALUMINUM PLATE
_
- All exposed mateelala shall be properly protected
CORNER ATTACHMENT TYP
m froweathering and/or carrnlan.
J. All geld welds shall be made by a vrolder -11fled
M the apealged poWU .
• All aluminum welding Moll be performed with
4043 or 53M aluminum.
6
X 1.5 X 341
m u
- A0 welds shell be mode In a sequence that willL1.5
balms° the applied heat of welding while the
FRAME TYP
ivIL
welding pr yean.
ALUMINUM
Go
4. The structure has been designed to withstand
a 160 mph (3-.ee gust) design rind speed. with a
re
VVERTICAL
yO
mo60
design prn.un of 53 paf according to
ASCE 7-10, Exp C - Zme 4 roll localim.
WALL ATTACHMENT
,Z ,�.,
F ;
5. If .dating and proposed conditions are not
MIN 8 PER CABINET
W "- U
as detailed In this design drawing the installer
hall notify the engln.. Inn.. 1.toly.
a
rn
sit ¢ C
6. Any devistlar frarn these plms or nor-eornpllanm
4' c wary
tea"
with the general note. without written approval frown
BB U) N
Comerstmaaeddwill rends the -tire design wid
7. IstendaM�tlweyNetMv eliiallnnotiy the
A
A A
r4 "
o O
engineer
immadlotdy.
y m` N
L7.5X 1.5X 316
Ug o I
REAR FRAME EL VATiON
VIEW HORIZONTAL FRAME TYP)
F a
ALUMINUM
twz, « «
W T N
X O
12•-1"
�t ~
ALUMINUM WEI�I S:
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
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EACH INTERSECTION OR JOINT. ALL FILLET WELD SHALL
J
BE A MINIMUM 3/16'. ALL PLACES WHERE FILLET WELDS
ARE NOT POSSIBLE THAT FULL PENETRATION WITH A
THICKNESS EQUAL TO THE MEMBER BEING WELDED.
2' X 0.25" ALUM PLATE
N
m a
CORNERSTONE IS RESPONSIBLE FOR THE DESIGN OF
DIVIDER BAR
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COMPONENTS DETAILED ONLY. OTHER COMPONENTS ARE
m
THE RESPONSIBILITY OF THE MANUFACTURE.
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I
O C N
r
1.5' X 0.25" ALUM PLATE
AI UMINUM CLADDING & INTERIOR SHEETS:
THE ANALYSIS OF THE SIGN CABINET IS BASED ON THE
PERIMETER RETAINER
a
FOLLOWING:
o so '
6
O
N
PERIMETER SIDES OF THE CABINET SHALL BE CLAD WITH
N
0.04' (OR THICKER) ALUMINUM SHEET. THE SHEET SHALL
46 o M
BE ATTACHED TO THE FRONT AND REAR FRAME FOR
46
CONTINUOUS SUPPORT
o m
INTERIOR DIVIDER BARS SHALL BE CONTINUOUSLY
van o
a o N
SUPPORTED BY 0.032" ALUMINUM SHEET THAT SPANS THE
ANDREW K. LEWIS
DEPTH OF THE CABINET.
FRONT FRAME ELEVATION
VIEW
THE REAR OF THE CABINET SHALL BE aAD WITH 0.063"
ALUMINUM SHEET.
`vi,
F ��
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This Item has been electronloally elgned and
..d.d by Andrew K. Lewis, P.E m the date
Q�+`�•` G
horn an the time .tamp uaMg a digital
wa 6 s>r
el�atura
C
9 ovP
Printed eopin of this doamnt m not
caneld-d d�rb and .dad and the Ign.t-
�pO�srare
n �` <p� d by
/`���.5�}
meet be ved0ad on any led-1. copl-
n,
f1
ja',L,� is
-'%///�' 1 s 0.01.17
Lewis
., 111YYYY: 5:03-05'00'
FL P.E. # 56418
TYP ~
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s
='" � 0 rn =00
Z C
L1.5 X 1.5 X 316 L1.5X 1.5X316
HORIZONTAL FRAME
=Wrm- y o ;
HORIZONTAL FRAME
o >3
3 8"0 THRU-BOLTS
ra0l �.z1
MIN 8 BOLTS
PER CABINET
ALUMINUM WELDS:
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
§ n
' -
EACH INTERSECTION OR JOINT. ALL FILLET WELD SHALL
BE A MINIMUM 3/16-. ALL PLACES WHERE FILLET WELDS
ARE NOT POSSIBLE THAT FULL PENETRATION WITH A
Z SS
THICKNESS EQUAL TO THE MEMBER BEING WELDED.
,'
L1.5 X 1.5 X 3 16
VERTICAL FRAME TYP
4J
ALUMINUM
0
u
a
1-7.5X 1.5 X 316 i'
o
CROSS FRAME TYP
\ Q
ALUMINUM-
1
\
1.5 X 1 4 ALUMINUM PLATE
/ CORNER ATTACHMENT TYP a c
VERTICAL T-END
SEE DETAIL C
5 mid
qQ
3 8'0 TOGGLE ANCHOR
In
SEE ANCHOR NOTE
1 ` W 3 v o
3 47 PLYWOOD
EXISTING
FRONT DIVIDER BARS & SIDE AND INTERIOR ALUM SHEET
NOT SHOWN FOR CARITY
=' 2N
m
�� u in
REAR FRAME ISOMETRIC VIEW
F CL
METAL PANEL
L7.5 X 1.5 X 3 16 EXISTING
KTa
w N
W N N
ALUMINUM FRAME
O
SECTION B—B
X
H
m
t/e-_r
ANCHOR NOTE:
>
S
THE TOGGLE ANCHORS SHALL BE 3/8.0 GALVANIZED
STEEL THREADED RODS WITH MCMASTER CARR
INTERNALLY THREADED STYLE TOGGLE ANCHORS OR AN
EQUIVALENT. THE T-END SHALL BE FIRMLY SEATED
0
7't
BEHND THE PLYWOOD.
y \ N
IF THERE IS ANY CONCERN REGARDING THE ABILITY OF
c�.y
THE PLYWOOD TO SUPPORT THE PROPOSED SIGN
Y. o N
!�
CEASE WORK AND CONTACT CORNERSTONE FOR
m
3 4- PLYWOOD
FURTHER CONSULTATION.
1-7.5 X 1.5 X 3 16
This Item has been eleetronmouy signed and
sealed by Andre. K. Lesl% P.E. on me dote m c t
EXISTING
VERTICALUMINUM lYP
ahem on the lime stamp using o digital C 0 y
signature
METAL PANEL
EXISTING
Printed wples ofthis daaument are not
m st be dro.ineaoo � m.p.2.' mre0
any`eieetraon
OLES lYP FOR0
N
OGGLE ANCHOR
L1.5 X 1.5X316VERTICAL
FRAME.5X
1.5%316ALUMINUM �'
jL3
ORIZONTAL FRAME m m
3 8'0 7HRU-BOLTS
Q ;
3 8'0 TOGGLE ANCHOR
W/ (2) WASHERS & (1) NUTS
a 0 y
MIN 8 PER CABINET
4' FROM HORIZONTAL
- ANDREW K. LEWIS
L1.5X1.5X3 i6
CROSALUMINUM TYP
.� B B
Pao NSA �'4�
0.5 X 1.5 % 3 16
secs
(EXISTING WALL NOT SHOWN) $ ease
'�
CROSS FRAME
SECTION
Ar-A
DETAIL C ISOMETRIC
MEW A. STATE aF
N.T.s
ALUMINUM
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1
fllfl{3 2020.01.17
Lewis / 11:11:27-OS•UU•
FL P.E. # 56418
GENERAL NOTES:
1. NI design, fabrication. Installation and comeWcDon
_
° N
U " g
shell conform to the following epecificatims. unless
specifically noted otherwise on the drawing:
m c�
• The Florida Building Code 6th Edition 2017
• American Institute of Steel Cmstruetian, Ina
c
ManuelSteelEditio).
NOTE.
rna
Las
• American Welding Sudety ANSI/AWS Di.1 k D1.2
Stmctuml Welding Code - Steel m Alum
CORNERSTONE ENGINEERS IS RESPONSIBLE FOR
-
-
• The Aluminum Association Design Manuel,
THE DESIGN OF COMPONENTS DETAILED ONLY.
2010 E41 tI an.
OTHER COMPONENTS ARE THE RESPONSIBILITY
2. Ali component. stall be as listed bdoe.
unl-e noted otherriea
OF THE MANUFACTURER.
SEE DETAIL C
c
• All structured duminum shall be 6061-T6,
or equal.
�, r�rz n
catFF U F+-1
e>panalen tui-e .hell be n.ta0ed
• acM.cording ions.
amou to manufaefurera
I
W c ; e
REM
P.
• AO ferrous m -ante taus materials shill he
AD uiealad.
adequately eepaated to prevent corrosion.
\ 1
_ e _
• All belt. N cmtect with at" and aluminum shill
be gal missal er stainless steel.
••
• St.lnl.e. steel baits Mail be AISI 304 or 316.
42" CABINET WIDTH
i
• Steel bdt. andl be A325 belle oraq.1-lermt
• All ..posed materials shall be properly protectod
A
F
from weathering and/or co ado.
0 3 4' PLYWOOD
J
3. All field welds dillmx be made by a welder rtified
In the specified podtiah.
= E%IS17NG
la
• NI aluminum welding shall be perfumed with
1043 or 5356 aluminum.1-1
w
as u
• All weld, shall be made in a sequence that will
balance the applied heat of welding white the
U
C It.
wsiding progress—
s
4. The structure has been designed to withstand
a 160 mph (3-s.a gust) design wind speeds with a
ma.Imum design pressure of 74 paf according to
z
3 S McMASTER-CARR
U _ I
z n
ASCE 7-10, Esp C- Zma 5 wall location.
6. If adating and propo.ed conditions are not
m
V
T-ANCHOR OR EQUIVALENT
c;
ere dataged in this design drawing the installer
shall notify the engineer Immediately.
MIN 9. BOLTS PER LOGO
SPACED EVENLY
GT,1 r?
(� Go
6. Any devlatlom from these plane or non-canpliance
E
Q z to 3C
with the general note. without written approwl from
C—tomsrl will rmder the -tire design wld.
7. Ietand.rrd. a innsta"' shallnnntlfy theenengineer
= N
Immediately.
A
STACKED STONE
F y
EXISTING
Uat
ELEVATION VIEW
SECTION A —A
vl
HOTEL
T-STYLE ANCHORS SHALL BE 3/6'0 McMASTER CARR•
i
X a
FEMALE THREADED TOGGLE ANCHOR OR EQUIVALENT
fit H
ANCHOR. THE INSTALLER SHALL CONFIRM THAT THE
IM! at
T-END IS FULLY ENGAGED AND THE ANCHOR IS FIRMLY
SEATED BEHIND THE PLYWOOD.
°
J
METAL STUD WALL NOTE:
THE INSTALLER SHALL BE RESPONSIBLE FOR
RIVET NOTE:
1/6'0 SS BOND RIVETS AT 18- ON CENTER
ATTACHMENT NOTE:
THE ATTACHMENT LOCATIONS SHOWN ARE
APPROXIMATE. EXACT LOCATION SHALL BE
FOR SECURELY FASTENING THE ANGLE BRACING
SHALL BE USED TO ATTACH THE ALUMINUM
RETURN AND THE ALUMINUM
DETERMINED BY THE MANUFACTURER.
p
m \
TO THE BUILDING FRAME USING STANDARD
STEEL WITH
RIVETS SHALL BE STAINLESS STEEL W77H
ANCHORS SHALL BE LOCATED IN THE AREA
¢ n
CONSTRUCTION PRACTICES.
STAINLESS STEEL (SOLID CORE) MANDREL
PROTECTED AGAINST BENDING BY THE
a
GUSSETS SHOWN.
m o
41
o ro
° o
t
O O N
ry m 1
c0V
3 B'0 MCMASTER-CARR
to
T-ANCHOR OR EQUIVALENT
HIIL'16KWK X
N
SEE NOTE
3 4' PLYWOOD0.040'
MAX
MAX
5' S 1 2' X
U
EXISTING
1' TRIM CAP RETURN
II ALUMINUM RETURN
I I WITH 1/2' BENT TAB
2'
o ; o
o N
STACKED STONE
-
UM MTG AB
ALUM NO TAD
SEE NOTE
ANDREW IC LEWIS
S
E%ISTING
0.063 ALUMINUM
8 HILTI '"DWG SCREW SIGN
0.063' ALUM BACKSHEET
FACE BY OTHERS
LETTER BACK
O 1B MA%
ltplllllllflp7�
EW K.
0.040 ALUMINUM
1' TRIM CAP
0.063' ALUM GUSSET
Q� ytCEH F N G
RETURN (RIVET
O EACH ATTACHMENT
`w N0.6�re ,B
TO BACK - SEE NO
WALL MATERIAL NOT SHOWN FOR CLARITY
' w If
Ore i STATE OF ' N
SECTION
B-B 0.063' ALUM (GUSSET
DETAIL C This Item he, been eleclronl-Ily signed and
Ap a p 4r�r
2♦
NTS O EACH ATTACHMENT
1/4-1 .-led sealed by Andrew K L-I.. P.E. - the date\0
shown on the time stamp using a digital
VAWj ��ed
signature.
Ane�Y PU Lewis
iL
printed ::plea of Nu document era not
- 2020.01.17
Lewis
considered elgne0 and sealed and the signature
11:46:17-05'00'
must be verified :n any electronic :opies.
FL P.E. p 56418
GENERAL NOTES:
1. NI design, fabrication. Installation and construction
_
H
o
shag conform to the following specifications, udea
3
q
V T o
specifically noted'athvwi.e on the drawing:
• Th. Florida Building Code 6th Edition 2017
11'-5'
e�
z Ems•
• American Institute of Steel Construction`Inc
Manual of Stealon Construction (13th Edition).
0.080' ALUMINUM
_N Is
-
a
• American Welding Society ANSI/AWS D1.1 k D1.2
1'-10 1/2' 3'-10' 3'-10' 1'-10 1/2'
BACKING
[� Z•,c,
Steel or
Structural Welding Coda - SteAlum
• The Aluminum Association Design Nanual•
0.040' ALUMINUM
m"
o
W r%
2010 Edition.
CLADDING
c u
�L�Y•1•
c
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2 All components shag be a. listed below. n�
unless noted otherwise:
• All cturd aluminum shall be 6061-76,
-.��
o
,4 r% 3
07-, mom,
or m
• Nedionlcal expansion anchor shall be Installed RT 1.5 X 1.5 X 1 4 11 X 1 X O.O6Y 0.080' ALUM GUSSET
p
•c''�
U W
according to manufacturers specifications.
forrous to be
REAR VERTICAL FRAME PLAN VIEW PERIMETER FRAME 2 O EACH ATTACHMENT
ALUMINUM ALUMINUM ALUMINUM WELDS:_
6=
�
H
3 �.
• All non-t . materials shall
to
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
c
o,v
adequately separated prmnt corrosion.
• All belts In
EACH INTERSECTION OR JOINT. ALL FILLET WELD SHALL
contact with ated and aluminum shag
bs galvanised or etcI.I.. sled.
BE A MINIMUM 3/I6'. ALL PLACES WHERE FILLET WEDS
pa a
L a e
• StaWaste steel bait. shall be AI9 304 or 316.
ARE NOT POSSIBLE THAT FULL PENETRATION WITH A
o FF 559
• Steal bolts shall be A325 bait. on equivalent
THICKNESS EWAL TO 7HE MEMBER BANG WELDED.
%E n�
zo
• All exposed materials shag be property protected
from weathering and/or -.I-.
3. Allfold welds ding be made by a welder cartified
J
In the specified position.
• All aluminum welding shall be performed with
4043 w 5356 aluminum.
RT 1.5 X 1.5 X 1 4
u
_
All welds didl be made In a sequence that w6I
balance the applied heat of wading while the
REAR VERTICAL
1'-10 1/2' 3'-10` 3'-10' V-10 1/2' ALUMINUM
m u
O•
-
welding progrean.
4. Ths anuature has been d.eign.d to withstand
a 160 mph (3-wa gust) design wind speed. with a
0.080' ALUM GUSSET
A 2 O EACH ATTACHMENT
` A
�•
o
Q
maximum design pressure of 74 pelf according to
ASCE 7-10. Exp C- Zone 5 wall location.
U - I
n
L1 X 1 X 0.053' 3 4' PLYWOOD
v, $
5. If existing and proposed conditions are not
as detailed in this design drawing the installer
A PERIMETER FRAME
Ll X 1 X 0.063' ALUMINUM EXISTING
El ❑
W vi
.hall notify the engineer Immediately.
these
PERIMETER FRAME
ALUMINUM
U pT
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6. Any deNntion from plans a non-conpliance
the written approval from
I
@X
with general notes without
Cornerstone will Fonder the entire design will.
3 N N
7. If the Ntearitey of lino existing wall le sub-
etond. TThin Installer shall notfy the engineer
°o
1
pppp W o O
p h
Immedia(ely.
0
> O C
¢ N
o
in
F-• h o
Ij= �a
- o
CORNERSTONE ENGINEERS IS RESPONSIBLE FOR
- THE DESIGN OF THE SIGN CABINET STRUCTURAL
DETAIL C
COMPONENTS SHOWN ONLY. OTHER COMPONENTS
RT 1.5 X 1.5 X 1 4
X
ARE THE RESPONSIBILITY OF OTHERS.
REAR VERTICAL
ALUMINUM B` 1B
in
A 3 B'0 McMAS7ER-CARR
T-ANCHOR OR EQUIVALENT
o
MIN 6 BOLTS PER CABINET
i
\
T 1.5 X 1.5 X 1 4 -
0.040' ALUMINUM
S
-u
A REAR VERTICAL cote Item has been eleatranl.dly signed and
3 8'0 7HRU-BOLTS ALUMINUM sealed by Andrew K Lewis, P.E. on the date CLADDING STACKED STONE
W 2 WASHERS do 1 NUT sham an the time stamp using a digital EXISTING
signature.
MIN BOLTS PER C INET.
FRAME ELEVATION VIEW Printed copies at this documene are not FRAME SIDE VIEW
.n idered signed and sealed and the signature
must be reri6ed an any electronic coples.
rn n
U \ O
m O
7I1/I6'
NOTE: ANCHOR NOTE:
..
THESE DRAWINGS ARE NOT INTENDED TO BE 'SHOP' THE TOGGLE ANCHORS SHALL BE 3/8.0 GALVANIZED
€ M o
DRAWINGS. DIMENSIONS SHOULD BE CONSIDERED STEEL THREADED RODS WITH McMASTER CARR
o
AND SHOULD BE VERIFIED BY THE INTERNALLY THREADED STYLE TOGGLE ANCHORS OR AN
o`
'AAPPROXIMATE
l
MANUFACTURER. IF SIGNIFICANT CHANGES ARE DESIRE) EQUIVALENT. THE T-END SHALL BE FIRMLY SEATED
OR IF ANY CONFLICTS ARE DISCOVERED CORNERSTONE BEHIND THE PLYWOOD OR BLOCKING.
0.080' ALUM GUSSET
RT 1.5 X 1.5 % 1 4 SHOULD BE CONSULTED.
BECAUSE THE HIGHER LOAD ASSOCIATED WITH THIS
m
2 O EACH ATTACHMENT
REAR VERTICAL
ALUMINUM SIGN WHICH IS PARTIALLY IN THE ZONE 5 WALL AREA,
c
o u� p
EITHER DOUBLE LAYERS OF %' PLYWOOD OR BLOCKING
N
SHALL BE INSTALLED TO SUPPORT THE ANCHORS. IF
0.080' ALUM GUSSET
ro
w
THERE IS ANY CONCERN REGARDING THE ABILITY OF
2 O EACH ATTACHMENT 0.080' ALUM BACKSHEET THE PLYWOOD TO SUPPORT THE PROPOSED SIGN
4
m 6 m
CEASE WORK AND CONTACT CORNERSTONE FOR
c ve c
RT 1.5 X 1.5 X 1 4
FURTHER CONSULTATION.
c m
F REAR VERTICAL
EL 1
ALUMINUM
7r5
L1 X 1 X 0.063' 3 8'0 TOGGLE ANCHOR
ANDREW K.
LEWIS
=
PERIMETER FRAME VERTICAL T-END SEE ANCHOR NOTE 3 4' PLYWOOD
ALUMINUMff a
�
ORSBLOCKINGER NOTE
JAB Ilk�.*''VwI^;t�F�74�el
1-7.5 X 1.5 X 0.063'
P�f "0.0e
Nos
6
PERIMETER RETAINER
ALUMINUM STACKED STONE
i
■
08 HILTI SELF DRIWNG SCRLYi 7.25' % 0.040' 1.5 EXISTING
RTREARXVERTICAL 4�p
snans or ' Apr€
-<OR10P
L7 X 1 % 1 16 7.25' X 0.040'
O 18 MAX ALUMINUM RETURN
WITH BENT TAB
•Z��`'
i
PERIMETER FRAME ALUMINUM RETURN
ALUMINUM
"""�gggyyred by
ALUMINUM WITH BENT TAB
WALL MATERIAL NOT SHOWN FOR CLARITY
AndN411.1i
,
SECTION A -A
DETAIL C SECTION B-B
Lewis -
d : 01.17
t/4'-t• t/e'-t.
- r
09-0.5'W
tt:a7:og-05'o0'
FL P.E. # 56418
GENERAL NOTES:
1. NI design, fabrication, installation and construction
H -
shall conform to the following specifications, unim
$
U
ap-fically noted othereb. on the drawing:
e
• The Florida Building Code 6th Edition 2017!a-
• American Institute of Steall Construction, Ins
Manual of Steal Construction (13th Edition).
• American Welding Society ANS/AWS D1.1 & D1.2
V-10 1/2' 3'-10'
3'-10' 1'-10 1/2' 0.080' ALUMINUM
=N c 0
S".tumi Welding Code - Sted Alum
BACKING
$ o w 'e
or
• The Aluminum Association Design Manual.
0.0 Or ALUMINUM
04
E
2010 Edition.
2 Oil cornpon-I. shag ba as listed below,
c q W z,
yr yry
unlaas noted otherwise:
• NI sWctural aluminum shall be 6061-11% ^
m"[ ar I-)o
.5 C)z -
or equal.
• Mechanical expansion and -shill be Installed RT 1.5 X 1.5 % 1 4
Lt % 1 X 0.063 .080ALUM GUSSET 0'
c U W m "'
-'
according to monutoeturem speefications.
All 6mous to be
REAR VERTICAL
ALUMINUM
FRAME PLAN VIEW PERIMETER FRAME 2 m EACH ATTACHMENT
ALUMINUM ALUMINUM WTL
S:
�� _ r
YS ac
• non-frmur. materlds shall
adsquotdy separated to prevent carrasion.
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
3 v.
rn�
• All baitsin contact with test and aluminum hall
EACH INTERSECTION OR JOINT. ALL FILLET WEIR SHALL
o e Ej
_
bs galy misad or etaldsn steel.
BE A MINIMUM 3/16'. ALL PLACES WHERE FILLET WELDS
• stainless steel belle shall be AIS 304 or 316.
ARE NOT POSSIBLE THAT FULL PENETRATION WITH A
itFSF'3
• Steal belts shill be N25 halts or equivalent.
THICKNESS EQUAL TO THE MEMBER BEING WELDED.
"
iu °.��
• All aspo.ed materials shall be property protested
from smothering and/or -,I-.
3. Allfield wilds shall be mad. by a wilca der rtified
in the .pedfied position.
tLi
• Ali duminum welding shall be performed with
11'-5'
7 1)ie•
4043 or 5356 aluminum.
RT 1.5 X 1.5 X 1 4
• All wilds shelf be made In a sequence that will
REAR VERTICAL
P1 p
bdanca the applied heat of ending while the
1'-10 1/2' 3'-10'
3'-10' 1'-10 i/2'
ALUMINUM
Aa
welding progmesma.
4. The he. bean designed to elthat-d
%80' ALUM GUSSET
EACH ATTACHMENT
o
atru.tu.
a 160 mph (3-aa gust) design wind sp..da elth o
�A 2 t9
A
4•
maximum design pressure of 53 paf according to
- L
ASCE 7-10, E+p C -Zone 4 wall location.
Li % 1 % 0.063' 3 4' PLYWOOD
>U�•
i7 C T
propose
S.If elating and d conditions are not
as do clad in this design drawing the installer
A
Li X 1 % 0.063'
PERIMETER FRAME
ALUMINUM EXISTING
a 3
W y U
.hall notify the anglnaer Immediately
PERIMETER FRAME
ALUMINUM
' C
6. An deviation from those plane or non-compliance
¢�, Y
Nth the general not.. without written approval from
the design
I
n (A
Camcratona w01 render -Lira void.
_ (!1
7. If the Intearley of the slating wall le sub-
standard, iHhi installer shell notify the-gfneer
I
N 0 0
Immediately.
O
us
o O
N
I
1
U� mCL
w- F
CORNERSTONE ENGINEERS IS RESPONSIBLE FOR
DETAIL C
P.N ^ N
W
THE DESGN OF THE SIGN CABINET STRUCTURAL
RT 1.5 X 1.5 X 1 4
COMPONENTS SHOWN ONLY. OTHER COMPONENTS
REAR
-
BB3
X o
ARE THE RESPONSIBILITY OF OTHERS.
.t J
A
/T8'0 MCMASTER-CARR-ANCHOR
OR EQUIVALENTIN
6 BOLTS PER CABINET >T
1.5 X 1.5 X 1 4 This Item has been eleeeroniediy signed and
0.040' ALUMINUM3
8'0 THRU-BOLTS
A RE ALUM NUMAL shoes onn theed by rtime stamp pin ondigital
p us g al
CLADDING PANEL
W 2 WASHERS k 1 NUT
signature.
EXISTING
MIN BOLTS PER C INET
FRAME
ELEVATION VIEW Printed copies of this d-rnent are not
o
-sidered signed and seclea and the igr.t- FRAME SIDE VIEW
a
must be miffed an any electronic copies
ou
� \ o
711/I6'
NOTE:
THESE DRAWINGS ARE NOT INTENDED TO BE 'SHOP'
ANCHOR NOTE:
THE TOGGLE ANCHORS SHALL BE 3/9"0 GALVANIZED
to o
5 o
DRAWINGS. DIMENSIONS SHOULD BE CONSIDERED
STEEL THREADED RODS WITH MCMASTER CARR
APPROXIMATE AND SHOULD BE VERIFIED BY THE
INTERNALLY THREADED STYLE TOGGLE ANCHORS OR AN o` o° vti
-
MANUFACTURER. IF SIGNIFICANT CHANGES ARE DESIRED
EQUIVALENT. THE T-END SHALL BE FIRMLY SEATED
OR IF ANY CONFLICTS ARE DISCOVERED CORNERSTONE
BEHIND THE PLYWOOD.
FILL X 1.5 % 1 4
SHOULD BE CONSULTED.91
0.080' ALUM GUSSET
REAR VERTICAL
IF THERE IS ANY CONCERN REGARDING THE ABILITY OF oo m
2 0 EACH ATTACHMENT
ALUMINUM
THE PLYWOOD TO SUPPORT THE PROPOSED SIGN
O 0
CEASE WORK AND CONTACT CORNERSTONE FOR
a
0.080' ALUM GUSSET
FURTHER CONSULTATION.
sly V
w
2 0 EACH ATTACHMENT
0.080' ALUM BACKSHEET
m 46 o
RT 1.5X1.5%1 4
o
REAR VERTICAL
a` to
s_
ALUMINUM
�x
L1 X 1 X 0.053'
VERTICAL T-END
ANDREW K. LEWIS
PERIMETER FRAME
3 8'0 TOGGLE ANCHOR
ALUMINUM
a
SEE ANCHOR NOTE
`tlttltllLNq//
3 4' PLYWOOD
K. (F4gi
L7.5 X 1.5 X 0.063'
�11N
Q��OQt�W
P=f}y'\CENS
PERIMETER RETA1NER
ALUMINUM
$ rta•sa<is =
• C
LI X 1 X 1 i6 7.25' X 0.040'
B HILTI SELF DRILLING SCREW
O 18 MAX
7.25 X 0.040
4
ALUMINUM RETURN R REARVERTICAL
ME
EXISTING
• EE
� = wars or gyp£
�� oRVA/1
PERIMETER FRAME ALUMINUM RETURN
ALUMINUM WITH BENT TAB
WITH BENT TAB ALUMINUM
WALL MATERIAL NOT SHOWN FOR CLARITY
WALL
y qy ed by
Op) s
11Mull 020.01.17
SECTION A -A
DETAIL C SECTION
B-B
Lewis i 11:4753-05'00'
1/4•�l•
1/B•.1'
FI. P.E. # 56418