725 Atlantic Boulevard #3 SIGN -011 -011
5 4
11,611
-Y
X!
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It
0
7777
F
6
center 7.5 sq. ft.
Flush mounted, each letter to have stage — 6 sq. ft.
3\81, x 6" thru bolts with toggles, then sillconed interiors market = 6.5 sq. ft.
around edge to ensure water tight seal to building. TOTAL — 20 SO.FT.
City of Aftnft Be"
Signs shall be constructed & InstalletNo eomof�A 7-98
and FBBC 2001 building codes,This approvat wmas an P%no- vm spp%"
zoning, subdivision orW ot%r #*I land
Wind speed = 120 inph development regulaftne, kit does iW cord*%ft
approval for the issuance of p*I Con*knes 8
Exposure C with Florida Bukling Code and gii G#W&ppiI Vt
local, State and Federal ponrAft r"**Meft
must be verffied mum of tm awo I Am&Z ETURN
Beach Building PW to d&
Building Permit.
Approved By:
Lj5J4
ve
6 PLEXI
LlDaft: CES
113
NEOPI
U
20 1,011 TRIM ICAP WALL
THE COMBUSTIBILITY TEST DATA FOR I/8'THICK SHEET IS: SELF-IGNITION
TEMPERATURE AS MEASURED BY ASTM D-1929 IS GREATER THAN 820 DEG.F.
RATE OF BURNING AS MEASURED BY ASTM D-635 IS LESS THAN 1.5 INCHES Flush Mounted Channel Letter
PER MINUTE, AND THE SMOKE DENSITY AS MEASURED BY ASTM-2843 IS NO
MORE THAN 5%.
NIS DESI�N AND DRAWING SHOWN IS THE PROPERTY OF 046 810.14S.INC.
JOB, CENTER STAGE LOC... 725-3 ATLANTIC BLVD THIS PRODUCT 18 LISTED BY NO TR SMITTAL OR DISCLOSURE SHALL BE MADE 70 ANY PERSON,FIRM,
9TL TESTING LABORATORIES 101R,CORPORATION WITHOUT PRIOR WRITTEN APPROVAL.
MALL: NORTH BEACH PLAZA SPACE 0: 3 AND SEARS THE MARK OM5913-4 St. AUGUSTINE RD (904) 733-4806
INSTALL IN ACCORDANCE\MTH
DATE: 09/15/03 BY: SCALE: SQ FT.s 20 sq.ft. THE NATIONAL ELECTRIC CODE CUSTOM NEOIN SIGPAS JACKSONVILLE, FL 32207 fax (904) 737-9003
THE COMBUSTIBILITY TEST DATA FOR 1/8"THICK SHEET IS: SELF-IGNITION
TEMPERATURE AS MEASURED BY ASTM D-1929 IS GREATER THAN 820 DEG.F, D APPROVED AS SUBMITTED
RAI E OF BURNING AS MEASURED BY AS I M D-635 IS LESS I HAN 1.5 INCHES APPROVED AS NOTED
COMPLIES WITH:
PER MINUTE,AND THE SMOKE DENSITY AS MEASURED BY ASTM-28431S NO RETURNED FOR CORRECTIONS
MORE THAN 5%.
1 O'i VARIES FBC 2004 TGNED
�ATED_
WINDSPEED 120 mph LEASESINSPECT THIS DRAWING&CHECK APPROPRIATE
�OXES, IGN,&FAX BACK A COPY. CNSSIGNSWILLNOTBE
WIND EXPOSURE C RESPONSIBLE FOR ERRORS UNDETECTED BUT APPROVED
BY THE CLIENT PRODUCTION CAN NOT PROCEED UNTIL
IN
RAWING HAS BEEN SIGNED&RETURNED.DELAYS —7-
ZTURNING PROOF WILL AFFECT SHIP DATES.
r M_�T_
X,
MINIMUM REQUIREMENTS FOR WIND LOAD STABILITY �aA R
�M-2 1. NOTE:This report establishes the minimum requirements for wind load stability for the sign attachmentto
the building wall only.Sign board and face designed by manufacturer.Building design is by the architect of
I'M73-1-
record.It is the owner,contractor and sign manufacturer's responsibility to provide sign attachment,
materials,and construction techniques,which comply with FIBC 2004 requirements for the stated wind
velocity. i
X
2. Construction Drawing Information
F
=M-4
V"
a. 13asic Wind Speed,V=1 10 MPH(3 second gust) 4",
b. Wind Exposure=B
C. Wind Importance Factor,I=11.0
d. Occupancy Classification,Category 11
8. Internal Pressure Coefficient,Cpi=N/A
3. Wind pressures are determined using the criteria in FBC4004,1609.6.2.2
�M-6 �
a- Sign Height=18 ft,Mean Roof Height=25 ft
b. Component&Cladding,zone 5,Pnet30=-29.1 ip�f
C. Height/Exposure Factor=1.4
I Q �AG
d. Component&Cladding Pressure=-40.8 psf 01
LETTER SECTION 4.Design,detailing,fabrication and erection shall conform to he
SCALE-N.T.S. following specifications:
Florida Building Code 2004,ASTM specifications,ACI-31 INA
Reinforced concrete,American Welding Society Code for.i.rding in
MATERIAL DESCRIPTION Building Construction,AISC Specification for Design,Fabrication,
And Erection of Structural Steel for Buildings,
M 1 .040 ALUMINUM RETURNS PAINTED BLUE PMS 281 EXTERIOR FIN�H.
5. Materials of Construction:(Unless otherwise noted.)
M2 1" DARK BLUE JEWELITE TRIM CAP a. Structura:steel shall be A-36
i b. Structure steel tubing shall be A-500,Grade B Fy-46 ksi
M3 3/16"WHITE PLEXI GLASS FACES..050 ALUMINUM BACKS. C. Structural aluminum tubing shall be 6053,606;1,or equivalent,Fy=20 ksi
M4 15 MM RED NEON TUBING.
M.5 DOUBLE BACK ELECTRODES WITH U.L.APPROVED ELECTRODE
BOOTS AND 15,000 VOLT GTO WIRE. t
MOUNTING HARDWARE: -3/8 LONG LAG SCREW
M6 STANDARD 1.75"GLASS NEON TUBE SUPPORTS. THE INSTALLER IS TO USE EXPANSION SHIELD
ONE OF THE FOLLOWING (SIMPSON �ESS371_)
M7 1/4"WEEP HOLES AS REQUIRED.
OPTIONS TO ATTACH THE IN ANGLE AT TOP& BOTTO STORE FRONT 20'0"
M8 TRANSFORMER BOX SIGN TO EXISTING OF SIGN SPACED @ 48"OC
STRUCTURE (FOR: 300014SI CONCRETE)
7NN
I
-3/8"GALVANIZED OR -1/4"X 2" MI THREAD
i M10 30ma TRANSFORMERS(SIZES TO BE DETERMINED WITH NEON
STAINLESS STEEL P
FOOTAGE).
SERVICE DISCONNECT SWITCH.
MIT THROUGH BOLTS SIMPSON SDS SCREW OR
W/NUT AND WASHER IN SIP SCREW
M12 PRIMARY WIRE FEED SUPPLIED BY OTHERS. ANGLE AT TOP & BOTTOM IN ANGLE AT TOP& BOTTOM
M13 OF SIGN OF SIGN SPCED @ 48"OC
M14 #10 x 1"TEK SCREWS TO ATTACH TO RACEWAY MIN.(6)PER LETTER. SPACED @ 48" OC (FOR: SYP WOOD FRAME)
URGNr-ATT% ELECROANS FU IR N 171rU 11 E
NEWLJL2161 GEP SIGNTRA1\15RIAMIER CIRCUITS REQUIRED (FOR: CMU, CONCRETE,
WOOD FRAME AND 16GA
REC-0 RE THAT ALL CI RCUITS MUST ME TO BE STEEL FRAME) 2'0"X 10'0"CONTOUR CABINET
DEDCATEDHOT NEUMA,GRID M) DETERMINED
TERM W NG AT PANEL. (120 VOLT) TOTAL SIGN AREA 20 SQUARE FEET
REQUIRED 11111 MIST 11 GUfiM,,N CGVPU,%CE YOTHI JOBSITE COPY
ART10_E&-_CF-E NRQA 237-FICCCCE.
THIS DESIGN AND DRAWING SHOWN IS THE PROPERTY OF CNS SIGNS,INC.
THIS PRODUCT IS LIIS�ED BY NO MANSMITrAL OR DISCLOSURE SHALL BE MADE TOANY PERSON,FIRM,
J013: LOC.: ETL TESTING LABORAIrORIES OR CORPORATION WITHOUT PRIOR WRITTEN APPROVAL,
MALL: S PAC E AND BEARS THE MARK 263 South Edgewood Ave. (904) 425-3363
INSTALL IN ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE ICUSTCOM NEUMN SUN
DATE�_ BY: SCALE: SQ F7.: IN S Jacksonville, FL fax (904) 425-4946
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