HomeMy WebLinkAboutPLANS2419 x 15' LED LIT CHANNEL LETTERS ON A RACEWAY ""
15 X 13 LED LIT BOX SIGN `;��•.�,cENs�
- . c•: —
-` No. 6738,
UCIE COUNN
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o-FGli' I. - `wi s DATE.
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ores CO$CEALEDFASTENERSORATTACWMENTS DATE: �'
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er: roes y� ARE THERESPONSIBIL PLUMB: i
na.R —i CON.TP�QCTO? �OFTHE DATE: 1
OFR qfl DATE:
�, DATE .
ANCHOR
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WALLMATERIAL
ANCHORTYPE I)
SPACING.
1 DS WITH MIN
PAIRSAT
.;t1/p:jtq�pn6
2" EM13M)o ADHESIVE I 1
38" O.C.
y)WITH
PAIRS AT
CONCRETE.(3ksl) or
HOLLOW MASONRY •
��•
1.75' EMBED i
48"O•C.
1/4" EXPANSION ANCHORS WITH
PAIRSAT
2.5"EMBED 1
48" O.C.
1/2" PLVWOO
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1/ E��1Rs4T1ACHMEN
48" D C.
PAIRS AT
(NO ACCESS BEH&X'
Am'Coms - �!iHf
29^O.C.
METALSTUDSOR
a1 1SCF5WSJVMlN 18ga
PAIRS AT
METAL PANELS
STEEL OR 0.090"ALUM ,
40"O.C.
HOLLOW WALL
1/4" THRUBOLTS OR LAGS TO
PAIRSAT
(BLOCKING BEHIND) !
SOLID BLOCKING BEHIND;
48" O.C.
CONCEALED FASTENERS OR ATTACHMENTS
ARE iHf.RESPONSIBILITYOF iWf
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'SANDALI;PPO?OSFDWORK p- {�G� `Y
E(:r i U Prrl I M�,r Fr, Cfogs' ® f! ®� 1! (�®ff
ou,�a�� r�r�DIr, rcro s.r-r,, 4
,"; Y ' ;MAY bE NEL'CSSAftY IN pffUtR TO
oak" COhiALY WITH ALL•ApuAGI.A 00-
C1�9 �- GLOMASTER SIGNS
772-464-0718
+' 772-464-2157 FAX
USE ANY ANCHOR OPTION SHOWN, �• F+9�w'r{1(tt y`"Ef s _ ""'���• `� � - I �••
MIN(10) TOTAL AT PILLBOX CABINET) ,, fi4 ;•('s` Xi�t�y.dv • - - Ikns3ofte1160llthmet
General 0DesIgn is in accordance with the requirements of the Fla Blig Code Sth Ed(2014)for use within& outside the High Velocity Hurricane Zone(HVHZL 0 This engineering certifies on lyy thestructurallntegrits of those systems, components,and/or other construction explicitly
Naves: specifiedherein.O Electrical notes,details,&specificationsare6mvlded by and arethe sole responsibility oftheelectrical contractor No electrical review has been performed and no certification ofsuchis intended. OAluminumetuslonsshall Be 6063TC unless noted otherwise.
EXISTING SIGN Y x 10' TO BE MOVED FROM FRONT "'
®�
i. No'67382
ANCHOR SCHEDULE
WALLMATERIAL ( ANCHORTYi
1/4" THREAC
2" EMBED IN
CONCRETE (3ksi) or 11/4" TAPCOh
HOLLOW MASONRY. 1.75"EMBEC
- I STATE OF- °
R� 4.
',AL
i �IIII/IIIIIIIIII C m
rf w
N. q qQ
CHUSPI o0
Neighborhood Restaurant
'ASIFNERSSHALL III 1 _-- I , `. $q"
EO EVENLY•• if Qryor
` SPACING
WITH MIN ; 'I. MIN (20
E TOTAL
UIV
) WITH '.MIN (8)
TOTAL
IORSWITH r MIN(8)
TOTAL
1/2"PLYWOOD"..
1/4"TOGGLE BOLTS)
'.. TOTAL
(NO ACCESS BEHIND)
1/4"WOOD SCREWS OR ' -
! .MIN(13
'
TAPCONS, FULL EMBED ..
II TOTAL
ETALSTUDSOR
#14 METAL SCREWS yO MIN 188a
I -MIN
ETACPANELS
STEEL OR 0.090"ALUM •
1; TOTAL
HOLLOW WALL
1/4"THRUBOLTSOR4LAGSTO
MIN(81
(BLOCKING BEHIND)
SOLID BLOCKING. BEHIND `
1
TOTAL
Ls
F .It
rIM,
y K � t� 'tLvf1 � fl r 1t 1
General O Design is In accordance with the requiremendof the Fla Bldg Code Sth Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHA. O ThIs engineering certifies onH the sWctural Integrity of those sysiems, component; and/or other construction explicitly
Notes: specified herein. 0 Electrical notesdetails,&specifications a� repepmIded byand arethe sole responsibility oftheelectrical contractor. No electrical review has beenperformedand no certification ofsuch lsintendad. 0 Aluminum eMrusionsshall be6063T6, unless noted otherwise