HomeMy WebLinkAboutPLANSr ,
NOTE: POLE, MATClt PLATE, AND BASE PLATE
TO BE WELDED TOGETHER.
124" COVER (SKIRT)
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SKIRT COVER
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BY
St. Lucie County
PART # BPO208SRWP AND BP020OVSWP(REFERENCE ONLY)
CLEAR COPY ON BP RETAIL GREEN
PRODUCT WORD PLATES
PART # BPO920MONWP (REFERENCE ONLY)
CLEAR COPY ON BP RETAIL GREEN OPAQUE
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24" LED READY SPACING DETAIL
r UED LYPRNER I�— P-615/Id'WINOOWWIOCH
4'IfO RFADYWINDOW PANLLWIOM
I dl/A'
IORIEOPANEIS
B171/4
s/R•
WINDOW PANEL LED
HEIGHT HEIGHL HEIGHT
9" LED READY SPACING DETAIL
(4) 3/4° DIA. BOLTS
A325
ML,
PART# OMF007
10°x14°x3/4° STEM PLAIT;, a_1,
urce
1(0�1
IiGR0k 1'
6135 District Blvd - May od. CA 90270
800.423.4283 • Fax 323.S60.7143
Website:w slgnresoume.com
HOLES FO 14"
ANCHOR BOLTS 1 1/4"THICK PLATE
1 O
14" 11"
CBPV 2468 BASE PLATE
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0 6lanicipWOE•.Niithelespong'hH�oYTd� mmonerto
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I GENERAL NOTES I
•GRAPHICS+/-1/B• • Fd0?Slff+lnd'-'/.•
-CABINET +/-11g' • WmLOVERIAP+LIB'+/1/I6'
-ALL COPY LEVEL UNLESS NORO OTHERWISE
2. VIEWING OISTANCE 7N TO SO UNLESS NOCEO OTHERWISE
B PASS COLOR CALLOUT [INDICATES USE OF SPRAYLAT MIX
4. NO DEYURON OR MATERIAL SUBSIIIIITION WITHOUTEON.
5. ALL ELECTRICAL SIGNS TO COMPLY WITH UL 48
ALUMINUM COVERING
STEEL POLE
xe BP k05
UM
2475 MIDWAY RD., FT. PIERCE FL
224129 07/28/2015
emmeam, ea 5M,
:BPV2467 A 2 OF 2
es mme.u.oerrarren w.mwrq. s qs
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ENCON SERVICES, INC.
2272 JAUDON ROAD
DOVER, FL 33527
813-655-3373, FLEB #9394
ZjAr
P=�'• No 77
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DATE SIGNED: 11/30/2015
21/4°
40"
72 "
CABINET
SIZE
6"
SIDE VIEW
DESIGN PARAMETERS:
FLORIDA BUILDING CODE,
541 EDITION (2014)
SECTION 16 WIND LOAD, ASCE 7-10
170 MPH WIND LOAD
RISK CATEGORY II
EXPOSURE C
48 "
MATERIALS:
ALL JOINTS TO BE WELDED ALLAROUND
GRADE A36 STEEL SHAPES
GRADE A500 B STEEL TUBE
GRADE F1554 Gr 55 ANCHOR BOLTS
GRADEA325 FASTENER BOLTS
GRADE A615 60 KSI REBAR
FOUNDATION:
3000 PSI CONCRETE @ 28 DAYS
2000 PSF SOIL BEARING
150 PSFILF SOIL LATERAL BEARING
UNDISTURBED SOIL
144 0 CABINET
I�— EO —►I I� EO —►I r2
SIGN TO HA, ,_ECTRICAL DISCONNECT ON THE I
1h•EMBOSSMENT 21/4" >� 21/4"
DETAIL A
DEBOSS RIB
1.
DETAIL B
1
SIMULATED
BRICK BASE
BY OTHERS
SEE SHEET2
_RIOR
&?oSignResource
r.N'rlrr cHYYI r
6135 District Blvd • Mrr add, C 90270
aOD.423.4283 • Fax 323.560.7143
Website: vmwsi9aresmurce.c"m
I REVISION HISTORY. I
' CD
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mld�aaidpulq.N u lha respmahAiryoFlhelutmmmlo
amfrm that these Umphim amtampUwt"th all laid
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THIS SIGN IS HUMED TO BE MSNILLED IN
MCOR MCE WITH THE BMUHMENrs OF
yrw 0
MTICEEBOODFTHERAMORILLEEECMCCODE
M_WOB OTHER APPLICABLE ill = OUDER.
PROPER GROUNDING AND
BOImgBUFM
GENERAL NOTES
I�jI� OJVI
I.TOMCE(UNIESSNOND)
J
•6A0PHI6+/-1/h'• FAQSDE+ I/16='/i
•CAHNET+/-1/r • WNYLOYERIAP + 1/B'+/ 1/16-
•ALLCOPY LEVEL UNLESS NOTED OTHERWISE
STEEL TUBE SUPPORT
2. WEMN6 DISTANCE 25'10 SO' UNLESS NOTED OIHERWISE
3. FAIR COIORCALLOIRINDICATES USE OFSPRAYIATMIX SYSTEM
SEE SHEET 2
4. NO DEVIATION OR MATERIAL SUBSWON WITHOUT ON.
S. ALL ELECTRICAL 510 TO COMPLY WITH UL4B
mSmPNe
6' X 12' APPROX.
ILLUMINATED DOUBLE FACE
CENTER POLE SIGN
(3)#3 TIES AROUND rmu¢: mom avesm maaemm:
BOLTS, IN TOP 5•
SIDEA °^eRes
1.M.SAN(HEZ
FRONT VIEW SIDE VIEW °am BP #205
mrNm6
2475 MIDWAY RD., FT. PIERCE FL
(4)l DIA. X 36° LONG I I224129 a E 07/17/2015
ANCHOR BOLTS, - #5 REBAR MATS, mamawm. m 9ane
DOUBLE NUTS EMBEDDED I FRONT & BACK FACES, gpGI0075-LED A 1 OF 2
BARS ON 12• GRID
MAINTAIN 3• COVER
/CONCRETE `I I ENCON SERVICES, INC.
"sf r FOUNDATION 91=� -. �. ( 2272 JAUDON ROAD
DOVER, FL 33527
el I 813-655-3373,FLEB #9394
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DATE SIGNED: 11/30/2015
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TANK ST. LUCE COUNTy]RUMDy*C ION
VENTS RFVTEIVED REV ElVE FOR CObiPLL1 '
PLANS AND PERMIT
TEhDONJOEi�SSI�G�N" eA OINSPECTION BE 1
EXISTING
CANOPY
----- 1w
57.6'
0 /
EXISTING
at / }C—STORE \
DMPSTR�
i
— — — — — — — -
150.85'
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO :}
COMPLY WITH A6 AP14144ADIA 000E94
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
lOut
RECEI ED
APR I ' "3
AT, Lucie Count I Iirrn
SIGN FACE RETAINING RING AND
12-24x 1 1/4' TEK 5 MOUNT
SCREWS ® 3' O.C. MAX
LED HOUSING PART OF
SIGN FACE FROM MANUF.
115 AC VOLT 4.0 AMPS
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DETAIL A
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DETAIL B
40-
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE SIDE VIEW
FLORIDA BUILDING CODE, 6th Ed. (2017), CHAPTER
16, STRUCTURAL LOADS, ASCE 7-2016
SUPPLEMENTS. THE FOLLOWING WIND LOAD
REQUIREMENTS, IN ACCORDANCE WITH SECTION 1609, IF THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
WERE EMPLOYED IN TAE DESIGN OF THE STRUCTURE. MICHAEL J. WOJTUNIAK, P.E.
BASIC WIND SPEED: PH, PH, W/ 3—SECOND GUSTS.
BUILDING CATEGORY: PRINTED COPIES OF THIS DOCUMENT ARE NOT
WIND EXPOSURE CATEGORY: C CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
DESIGN WIND PRESSURE FOR EXTERIOR COMPONENTS MUST BE VERIFIED ON ANY ELECTRONIC COPIES, UNLESS
& CLADDING:--(32.00 PSF) THE RAISED SEAL HAS BEEN UTILIZED.
FROM' VIEW
PROPOSED NEW SIGN CABINET
SGLE N.iS.
24 3116'
SIM A V / SIDE VIEW
PROPaSED W/P ELEC. BOX
w/ SHUT OFF SWITCH ,
Contractor:
Aluminum Plus
PROPOSED SIGN AREA: 750 E. Int'I. Speedway Blvd.
MAIN ID: 72.00 S.F. Site Address,
Deland, FL. 32724 2475 Midway Road
Ph: 386 734-2864 Fx: 386 736-7096 Ft Pierce, FL 34981
aolus@aluminumolus.com Parcel ID:
www.aluminumplus.com 3403-502-0096-030-5
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