SA 2013-1753.P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLS TAMPIC:O
LA QUINTA, CALIFORNIA 9225.3
December 24, 2013
Mr. Sergio Rodriguez
81-211- Indio Boulevard
Indio, CA 92201
SUBJECT: SIGN PERMIT APPLICATION 2013-1753
LEGACY THAI CUISINE
(760) 7.77=7000
FAX (760) 777-7101
Dear Mr. Rodriguez:
The Community Development Department has reviewed and approved your request for
two permanent building -mounted internally -illuminated channel letter signs on the
northwestern and northeastern building elevations of Legacy Thai Cuisine, located at 46-
600 Washington Street, Suite 1. The approval is subject to the following Conditions of
Approval:
1. This sign permit grants two internally -illuminated building identification signs. The
total square footage for the sign on the northwestern building elevation shall be no
greater than 33.50 square feet. The total square footage for the sign on the
northeastern building elevation shall be no greater than 33.50 square feet.
The materials for the sign are per the approved plans on file with the Community
Development Department.
2.- If necessary, a building permit shall be obtained prior to any work on the signs
being started.
3. The sign shall conform to the approved sign program for Washington Park.
Should you ave any questions, please feel free to contact me at (760) 777-7067.
Sincerely,
Associate Planner
C: B Safety Division
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PLUMBING ABBREVIATIONS
MOW.
VEM"M
FIXtU UNITS
MAXIMUM
s ole w
SOIL OR K#M
v.
BAWTARY vElfr
Ox
GOLD V%TER
8,
6A9
GD
C40 DMATE DRAM
so
51 DRAM ABOVE GRADE
WGA
WALL GLEMI an
Mo
FLOOR arm OUT OR GLEAN atr V GRADE
3/4'
10.0
-
85 bld
Wo
err-c""L=
COM
GFm= VALVE
M!
WM
330
MOM
RD
ROOF DRAIN
OPD
OVERFLOW mm
PAG.
PIOw OF GOMEGTION
VTR
VEIN' Tfftaw ROOF
v8P
vw os m m om
vGP
vffNM a AY PIPE
YB
YARD BOX
GJ
cmr MZOR
AP.
AWM PAIR.
WATER PIPE
CAPACITIES
P-25 240 MBTU
FIXtU UNITS
MAXIMUM
PIPE
P-29 416 MBTU
F OW
SIZE.
FLUSH FLUSH
CpM (1)
TANK VALVE
P-39 309 MBTU
c.W. H.W.
3.0
-
35 35
3/4'
10.0
-
85 bld
1'
30.0
-
20.0 13.0
9910
330
43.0 26.0
2'
236.0
116-0
1310 41.0
3'
119.0
(066,0
1651D IWO
(1) BASED ON FRICTION LOSS IN HEAD,
IN LBS PER SQ IN PER 100 FT. LENGTH
FOR TYPE 'L' COPPER MAX S.
MAX VELOCITY IN FT. PER SECOND.
CIU. '8.
H.W. •5.
1991 UPC CHARTS A2, A3 4 A4
GENERAL NOTES
HOT WATER
o COLD WATER
o GAS
• DIRECT WASTE
FLOOR SINK
-�- FLOOR SINKWI HALF GRATE
- HALF FLOOR SI K WITH GRATE
-- FIELD CONNECTIONS
NOTE:
PROVIDE AN APPROVED RP STYLE BACKFLOW
DEVICE INSTALLED ON THE WATER LINE TO
THE GARBONATOR, NON COPPER WATER LINES
SHALL BE INSTALLED BETWEEN THE GARBONATOR
AND THE DEVICE.
ABS. SCH. 40
FOR DRAINA6E PIPING (URC -100)
NOTE:
PROVIDE TRAP PRIMERS
o ALL FLOOR SINKS
ADA FIXTURE
COMPLIANCE
-ALL NOTED FIXTURES SHALL BE ACCESSIBLE TO
INDIVIDUALS WITH DISABILITIES M ACCORDANCE
WITH THE 'AMERICANS WITH DISABILITIES ACT OF
1990'. FIXTURES AND THEIR INSTALLATION SHALL
ALSO COMPLY WITH AMERICAN NATIONAL
STANDARDS INSTITUTE (ANSI) PUBLICATION A111J
'PROVIDING ACCESSIBILITY AND USABILITY FOR
PHYSICALLY HANDICAPPED PEOPLE' AND/OR
GOVERNING CODE.
NOTE:
• ALL PLUhffiIN6 LINES TO 8E
kk ABS. SGFI. 40
SYMBOLS LEGEND
--------- SEHM LINE
---------------------- 6REASE SEWER LINE
------HW---- HOT WATER LINE
GOLD WATER LINE
NOTE:
• ALL HOT WATER LINES TO BE
INSULATED.
MLIN415IND Ham
L- CONTRACTOR TO VERIFY PLUMBING CONNECTIONS WITH LOCAL AND
COUNTY BUILDING RE%tATIONS AND ORDINANCES.
2.- PROVIDE I' OUTER TEE MTH -SAT BALL VALVE WITH GAPPED OVn.ET
INSIDE OF MAIN FOR CA CONNECTION.
5- ALL WATER LINES TO BE COPPER
4- ALL HOT WATER LINES TO BE INSULATED
5- ALL PLUMBING LIDS TO BE
&- PROVIDE 2% MINIMUM SLOPE
NOTE: 5EE KITCO O WIN65 5HT. E5-3
FOR ADDITIONAL PLUMBIN6 NOTE5 I REQUIREN'IENT5
"I / •rr •■rr IN i1
/
.. .. ... ... . . .. .
I I I i I �irr I i ■ ■ i� i v I I■ I I
' i I i. ' i1 G'I / • I .I /I ''/ i / •ir ' 'i/ ' I i'� i' /
TOTAL DEMAND
TOTAL DEMAND IN GFH = 1,1238
TOTAL DEVELOPE LENGHT = 80'
IN
existing sewer main line
A. ANY CONFLICTS OF WORK SHALL BE BROUGHT TO THE PROJECT MANAGER'S ATTENTION BY THEM_
PLUMBING CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT OR COMMENCEMENT OF WORK. 44 wmwm
B. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER DISCIPLINES. ALL INVERTS +75"
SHALL BE VERIFIED IMMEDIATELY FOLLOWING AWARD OF CONTRACT. ALL INVERTS SHALL BE
COORDINATED WITH STRUCTURAL FOOTIN65. REFER TO GENERAL NOTE "K" ON THIS SHEET. `'•..
G. PLANS ARE DIA6RAMMATIG AND LOCATIONS ARE APPRO
XIMATE. DO NOT 50ALE THESE PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. +41
+30' +30' +14
D. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND WIRE 51ZE OF PLUMBING EQUIPMENT '-
REQUIRIN6 ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE OF — _ _ _ —
EQUIPMENT. +16' +1
E. PLUMBING CONTRACTOR SHALL . HAVE A GOOD WORKING KNOWLEDGE„ AND ACQUAINTANCE OF THE
EXISTING CONDITIONS OF THE JOB SITE. `
= GAS LINE ELEVATIO
F. ALL PLUMBING, MATERIALS AND INSTALLATION SHALL MEET THE LOCAL AND STATE CODES
APPLICABLE.
N.T.Q.
6. EXPOSED PIPES UNDER HANDICAPPED LAVATORIES SHALL HAVE AN "ADA" PROTECTIVE PIPE COVER
PLumBit a nxTupm SGHEDUI-E
TRUBRO LAV GUARD #102, TO CONGEAL ALL PIPES AND FIT7IN65. UrILUES
MARK DESCRIPTION CW FMD OR VW
19 H. BUILDING DRAIN AND DOMESTIC WATER SERVICE SHALL BE INSTALLED BY WC WATER CLOSET 1i' 3 N,
PLUMBING CONTRACTOR. COORDINATE WITH SITE CONTRACTOR PRIOR TO PIPE INSTALLATION. AM. STD. CADET, 18' HIGH,
PE
w CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO SITE UTILITY 5ERVTANK TY , FLOOR SET, lb GPF,
IGE PRIOR TO GOMMENGIN6 ppFN FRONT SEAT LESS COVER
INSTALLATION. CONTRACTOR SHALL ADJUST LOCATION AND DEPTH OF BUILDING SERVICES AS OPENLY WITH STOP t
N REQUIRED TO CONNECT TO SITE UTILITY SERVICE. CONTRACTOR SHALL MAKE FINAL CONNECTION TO BOLT CAPS
SITE UTILITY SERVICE (UNLESS OTHER PROVISIONS HAVE BEEN MADE). CONTRACTOR'S FAILURE TO
PROPERLY COORDINATE SERVICES SHALL NOT BE JUSTIFICATION FOR ANY EXTRA CHARGES. LAV LAVATORY V2' 12' 114' 114'
w AM. STD. LUCERNE, WALL MTD.ONE
I. THE USE OF R15ER CLAMPS TO SUPPORT VERTICAL PIPE ALONG WALLS, OR COLUMNS 15 PROHIBITED. SUPPLIED WITH STOPS' GRID L_---�
PROVIDE B -LINE 22 STRUT AND 15-2000 PIPE CLAMPS ON &-0" CENTERS AND SUPPORT ALL PIPE DRAIN. FAUCET TO MEET HCP
P5 RISES AT BASE OF R15ER. RECaI111NT8 — — — — — — —
J. SEE STRUCTURAL PLANS FOR DETAILS RE&ARDIN6 ANY PIPING PARALLEL TO OR UNDER FOOTIN66 FS FLOOR SI Z' 119'
AND PIERS.
K. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK 50 THAT IT PROCEED5 WITH A MINIMUM OF FD FLOOR DRAIN Z' IW
INTERFERENCE WITH OTHER TRADES.
L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. ,
THIS INCL.UDE5, BUT 15 NOT LIMITED TO, PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, HB HOSE BIB
PROVIDE KEYED HANDLE
DRAINS, AND SUPPLIES WITH STOPS.
M. THE CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWIN65 WILL NOT
—
CONFL I GT WITH ANY DRAINS, SCUTTLES, JO I NT5, VENT5, EQUIPMENT, ETC. 6REAJ' E INTRGEPTOR FOR DEVA 5 RESTAURANT
N. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LICHT5, AND STRUCTURE. PIPING INTERCEPTOR 51ZE (LIQUID CAPACITY) = NUMBER OF MEALS PER PEAK
SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED HOUR X WASTE FLOW RATE X RETENSION X 5TORA6E FACTOR.
PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE _ _ _ _ _ _ _
PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. NOTE: THIS KITCHEN 15 WITH DISHWASHING MACHINE AND 15
0• THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER OPERATING HOURS. r---
TRADES, ALL REQUIRED OPENINC75 AND EXCAVATIONS. ALL REQUIRED OPENIN65 IN FOUNDATIONS, ------
U NUMBER OF MEALS PER PEAK HOUR
FLOORS, WALL5, AND ROOFS SHALL BE DE516NED INTO THE STRUCTURE INITIALLY BY THE USE OF = 45 MEALS
SLEEVES, CURS5, ETC. GUTTING AND PATCHING SHALL BE HELD TO A MINIMUM.
2) WASTE FLOW RATE = 6 6ALLON5
P. ALL ITEMS PROJECTIN6 THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE La
ROOF. ALL VENTS SHALL BE A MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. 5) RETENVON TIME = 2.5 HOURS
Q. PROVIDE DIELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.
_ 4) STORAGE FACTOR = 2 HOURS
R CONTRACTOR SHALL PROVIDE SEISMIC, BRACING FOR ALL PIPING AND PLUMBING EQUIPMENT ----------
AS
` ' 1
I.E. INTERCEPTER SIZE = 45 X 6 X 2.5 X 2 = 1350 6ALLON5 "`""-"" 1` AS REQUIRED BY LOCAL GORES. ALL PIPING SHALL BE PROVIDED WITH ""--""'"-""---"-------
SEISMIC, RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A", "B", OR "G" OF THE ❑
SEISMIC, RESTRAINT MANUAL. 6UIDELINE5 FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED BY INTERCEPTOR SELECTED 1500 GALLONS BY PYRAMID PRECAST INC.,
�
THE SHEET METAL AND AIR CONDITIONING CONTRACTORMODEL #R61-2-1500. (PH# 009-823-4255)
S NATIONAL ASSOCIATION, INC. (SMACNA)--------
AND IN ACCORDANCE WITH ALL LOCAL CODES.
SAMPLE WX
1,500 GALLON 6REAaE INTERCEPTOR
(W/TRAFFIC RATED GOVL'R5)
NERIEY LOCATION)
------------
F-_ ", '77- 7
-�
I
I
J
EXISTING APPROVED P.O.G.
VERIFY LOCATION
-------------------"_-----r._..___._-__
PLUMBING PLAN
SCALE: 1/4" =1'-0"
LOADS
P-25 240 MBTU
7
P-28 40 MBTU
P-29 416 MBTU
P-32 100 MBTL1
P-3390 MBTU
P-38 &0 MBTU
P-39 309 MBTU
P-43 25 M13TU
TOTAL DEMAND
TOTAL DEMAND IN GFH = 1,1238
TOTAL DEVELOPE LENGHT = 80'
IN
existing sewer main line
A. ANY CONFLICTS OF WORK SHALL BE BROUGHT TO THE PROJECT MANAGER'S ATTENTION BY THEM_
PLUMBING CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT OR COMMENCEMENT OF WORK. 44 wmwm
B. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER DISCIPLINES. ALL INVERTS +75"
SHALL BE VERIFIED IMMEDIATELY FOLLOWING AWARD OF CONTRACT. ALL INVERTS SHALL BE
COORDINATED WITH STRUCTURAL FOOTIN65. REFER TO GENERAL NOTE "K" ON THIS SHEET. `'•..
G. PLANS ARE DIA6RAMMATIG AND LOCATIONS ARE APPRO
XIMATE. DO NOT 50ALE THESE PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. +41
+30' +30' +14
D. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND WIRE 51ZE OF PLUMBING EQUIPMENT '-
REQUIRIN6 ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE OF — _ _ _ —
EQUIPMENT. +16' +1
E. PLUMBING CONTRACTOR SHALL . HAVE A GOOD WORKING KNOWLEDGE„ AND ACQUAINTANCE OF THE
EXISTING CONDITIONS OF THE JOB SITE. `
= GAS LINE ELEVATIO
F. ALL PLUMBING, MATERIALS AND INSTALLATION SHALL MEET THE LOCAL AND STATE CODES
APPLICABLE.
N.T.Q.
6. EXPOSED PIPES UNDER HANDICAPPED LAVATORIES SHALL HAVE AN "ADA" PROTECTIVE PIPE COVER
PLumBit a nxTupm SGHEDUI-E
TRUBRO LAV GUARD #102, TO CONGEAL ALL PIPES AND FIT7IN65. UrILUES
MARK DESCRIPTION CW FMD OR VW
19 H. BUILDING DRAIN AND DOMESTIC WATER SERVICE SHALL BE INSTALLED BY WC WATER CLOSET 1i' 3 N,
PLUMBING CONTRACTOR. COORDINATE WITH SITE CONTRACTOR PRIOR TO PIPE INSTALLATION. AM. STD. CADET, 18' HIGH,
PE
w CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO SITE UTILITY 5ERVTANK TY , FLOOR SET, lb GPF,
IGE PRIOR TO GOMMENGIN6 ppFN FRONT SEAT LESS COVER
INSTALLATION. CONTRACTOR SHALL ADJUST LOCATION AND DEPTH OF BUILDING SERVICES AS OPENLY WITH STOP t
N REQUIRED TO CONNECT TO SITE UTILITY SERVICE. CONTRACTOR SHALL MAKE FINAL CONNECTION TO BOLT CAPS
SITE UTILITY SERVICE (UNLESS OTHER PROVISIONS HAVE BEEN MADE). CONTRACTOR'S FAILURE TO
PROPERLY COORDINATE SERVICES SHALL NOT BE JUSTIFICATION FOR ANY EXTRA CHARGES. LAV LAVATORY V2' 12' 114' 114'
w AM. STD. LUCERNE, WALL MTD.ONE
I. THE USE OF R15ER CLAMPS TO SUPPORT VERTICAL PIPE ALONG WALLS, OR COLUMNS 15 PROHIBITED. SUPPLIED WITH STOPS' GRID L_---�
PROVIDE B -LINE 22 STRUT AND 15-2000 PIPE CLAMPS ON &-0" CENTERS AND SUPPORT ALL PIPE DRAIN. FAUCET TO MEET HCP
P5 RISES AT BASE OF R15ER. RECaI111NT8 — — — — — — —
J. SEE STRUCTURAL PLANS FOR DETAILS RE&ARDIN6 ANY PIPING PARALLEL TO OR UNDER FOOTIN66 FS FLOOR SI Z' 119'
AND PIERS.
K. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK 50 THAT IT PROCEED5 WITH A MINIMUM OF FD FLOOR DRAIN Z' IW
INTERFERENCE WITH OTHER TRADES.
L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. ,
THIS INCL.UDE5, BUT 15 NOT LIMITED TO, PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, HB HOSE BIB
PROVIDE KEYED HANDLE
DRAINS, AND SUPPLIES WITH STOPS.
M. THE CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWIN65 WILL NOT
—
CONFL I GT WITH ANY DRAINS, SCUTTLES, JO I NT5, VENT5, EQUIPMENT, ETC. 6REAJ' E INTRGEPTOR FOR DEVA 5 RESTAURANT
N. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LICHT5, AND STRUCTURE. PIPING INTERCEPTOR 51ZE (LIQUID CAPACITY) = NUMBER OF MEALS PER PEAK
SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED HOUR X WASTE FLOW RATE X RETENSION X 5TORA6E FACTOR.
PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE _ _ _ _ _ _ _
PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. NOTE: THIS KITCHEN 15 WITH DISHWASHING MACHINE AND 15
0• THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER OPERATING HOURS. r---
TRADES, ALL REQUIRED OPENINC75 AND EXCAVATIONS. ALL REQUIRED OPENIN65 IN FOUNDATIONS, ------
U NUMBER OF MEALS PER PEAK HOUR
FLOORS, WALL5, AND ROOFS SHALL BE DE516NED INTO THE STRUCTURE INITIALLY BY THE USE OF = 45 MEALS
SLEEVES, CURS5, ETC. GUTTING AND PATCHING SHALL BE HELD TO A MINIMUM.
2) WASTE FLOW RATE = 6 6ALLON5
P. ALL ITEMS PROJECTIN6 THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE La
ROOF. ALL VENTS SHALL BE A MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. 5) RETENVON TIME = 2.5 HOURS
Q. PROVIDE DIELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.
_ 4) STORAGE FACTOR = 2 HOURS
R CONTRACTOR SHALL PROVIDE SEISMIC, BRACING FOR ALL PIPING AND PLUMBING EQUIPMENT ----------
AS
` ' 1
I.E. INTERCEPTER SIZE = 45 X 6 X 2.5 X 2 = 1350 6ALLON5 "`""-"" 1` AS REQUIRED BY LOCAL GORES. ALL PIPING SHALL BE PROVIDED WITH ""--""'"-""---"-------
SEISMIC, RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A", "B", OR "G" OF THE ❑
SEISMIC, RESTRAINT MANUAL. 6UIDELINE5 FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED BY INTERCEPTOR SELECTED 1500 GALLONS BY PYRAMID PRECAST INC.,
�
THE SHEET METAL AND AIR CONDITIONING CONTRACTORMODEL #R61-2-1500. (PH# 009-823-4255)
S NATIONAL ASSOCIATION, INC. (SMACNA)--------
AND IN ACCORDANCE WITH ALL LOCAL CODES.
SAMPLE WX
1,500 GALLON 6REAaE INTERCEPTOR
(W/TRAFFIC RATED GOVL'R5)
NERIEY LOCATION)
------------
F-_ ", '77- 7
-�
I
I
J
EXISTING APPROVED P.O.G.
VERIFY LOCATION
-------------------"_-----r._..___._-__
PLUMBING PLAN
SCALE: 1/4" =1'-0"
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. .DATE . .
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.PLAN.....
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. . . G.L.A. '
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Proposed North Sign
Not to Scale:
22'-4 1/2"
LEGACY THAI
Proposed North Sign
Scale 1/2" = 1'-0"
DEC 19 2013
CITY OF LA QUINTA
PLANNING DEPARTMENT
CUI INE
lipp il•'_E4 BY PLANNING DEPAR ;i ' 1ENT
OASE NO-- s \3- �
QRS Lighting Inc.
81-211 Indio Blvd.
Indio, Ca. 92201
(760) 619-6565
Project Name:
Location:
Customer Approval:
Landlord Approval:
Description of Work:
Scale:
AS NOTED
Drawing By:
SERGIO
Numbers of Pages:
2-3
sales Person:
4 .
LISTED SIGN SECTION (CONSIST OF CHANEL,
LEITER PLASTIC FACE, TUBE SUPPORTS &
GLASS CUPS ORINSULATNN BOOTS, IF PROVIDED)
SUITABIE FOROUTDOOR LOCATION UNLESS
MARKED FOR INDOOR ONLY.
RFCOMIZED COMPONE
PLASTIC FACE PRQTDED WITH SIGN
ME-CHANQSL CONIECTION MISTED,
09, SEE DOG C2 FORASSEMBLY
INSTROCNONO. 1-1/2" MLN.
CLEARANCE THROUGH AIRORACROSS
SURFACE TO TUBE CONNECTION
NEC 600-34(B)
01
WALLVASUES IN
THICKNESSAND
MATERIAL
UL
LISTING AARP:
LISTING MAT(ILS SIGN SECTIONS LABEL SHALL
BE ON EACH LETIERAND TRANSFRXIL
ENCLOSURE.
THE FIR;T BLANK SPACE I001IFI -5 THE
IUMBEROF EACH SIGNSECTION. THE
SECOND BLANC SPACE INDICATES
THE TOTAL NUMBEROF SIGN SECTION
ii" THRO BOLT WITH NUTS & WASHED($
MIN (4) FERLETTER
PRIMARY ELECNCAL SOURCE
(h" MIH CONDUM METAL SHOWN
NEC 600.6 &600-21
,LISTED DSCGIMT SWITCH IN PRIMARY To
BE WIMINSIGHT (MAK 50') OF SIGN
(MAN)' INIEI(IRET TRAMFOR)A61R ENCLOSURE
TO BE PART OF SIGN)
NEC 110-3(g).600-2. 600.4
SPACING TABLE
A. BETWEEN PRUMARYWIIUNG & INSULATED HIGH VOLTAGE WIRING
B.BETWEEN INSULATED HIGH VOLTAGE WIRING & METAL WHERE WIIyNG
PARALLETS OEAD METAL FOR MORF THAN I" WITHIN SIGN SECTIONS.
G BEMEEN NEON TUBE (IF OVrR7500 VOLT CIRCUM & KUP(GSTSURFACE.
D. BETWEEN UNN SULATED HIGH VOLTAGE CONDUCTOR OROOMPONEUIS. (MID-
POINT -GROUNDED THANSFORPO) & DEAD METAL (GROUND), LOW VOLTAGE
CN({VII CONDUCTOR$ & HIGH VOLTAGE CONOUCTORSS OF OPPOSITE POLARITY
VOLTAGE A B C D
1001 TO 5000
'/z IN.
'/z IN.
NONE 3/41H
5001 TO 10000
3/41H
3/41H
1/41K IF 1.1/81N.
10001 TO 15000
1 INCH
I INCH
7500V+ 1-1/21N.
- - _ PACING MAIHIANED
- - - PERSPACHNG TABLE
ISTED SIGN SECTION -
(CONSISTS Of TRANSFORMER �
& ENCLOSUW SUITABLE P'4Pw
FOR OUTDOOR LOCATIONS
ACCESS MARKED FOR, INDooRoNlY
ACCESSIBLE. W600-32(0
NEcboo-3ztn
ROUNDED ENCIOSUTUi• DEC 19 ZOU
AtTHO:R$ AS REQUIf(¢D BY LOCAL 7URjSDICHON
cmr of LA auiNrA.
tOING 2UMPGRS (MIH
- lCOFFER) REQUIRD (F (I) LCICTAL
LONDUI INGROUND R€TU0 PATHEXCEEDS 6'(NEC 353 EHUAFER2) PLANNING DEPARTMENT
(2) CONDUPT S NONMETALLIC, &/OR(3) ELELIRODE RECEPTACLE USES CASKETS
THATWILL IMPAIRGROUND RLTURIN PATH OR DIRECT METAL-TOMETAL CONTACT.
NEC IM4(0, 250-43(G), 250-790. 250-97,250-113 & 60P5
ILLUMINATED CHANNEL LETTER j
WITH ENCLOSURE SIGN FACE
- ------ i
I 11r,i
Plot Plan
j Not to Scale