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DESIGN SPECIFICATIONS
FL RuildingCode 20207th Edition
ASCE 7-16 rnw.e.:ii°�..mraewwmpaom..sw�w.,
ACI 318-14 swiaaitoe.z.wo-em.°nrwswn°,.tc ..
ANSI/AISC 360-16 s°.ar u°°ra.snoa�.isuetgmiemP
DESIGN LOADS
Wind V= 160 mph
Exposure C
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AREA WITH SONNEBORN 733 Blain I I tN -g�
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24.00-z.375' HSS 12xx1/ 3'-0' 1' 1 1' 1 1/4 5/16 1 1/4 1 4 O 11/16•z2•
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15'-0"
SIDE ELEVATION
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INSTALLATION
DRAWING
SITE
TPS5750
5750 ORANGE AVENUEWEST
FORT PIERCE, FL 34947
B
06110/21
ECIW
CJB
REVISED FOOTING CAISSON TO SPREAD, CONCRETE VOLUME, BEARING
DRAWN BY TECHNO-MCM
DATE 05/21 /21
PRESSURE, POLE LENGTH & WEIGHT
A
05/26/21
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RELEASED FOR INSTALLATION
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DATE
05/26/21
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DESCRIPTION
PROJECT NO.
DRAWING NO.
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THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY
448299
IN448299A
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OF EVERBRITE, LLC. USE OF, OR DUPLICATION IN
°000 000° 4949 SO. 11020 ST.
P.O. Box zoo
ANY MANNER WITHOUT EXPRESS WRITTEN
DWG TITLE
°0 o00O00 0.
,0006pOOo o°® GREENFIELD, WI 53220
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PERMISSION OF EVERBRITE,LLC. IS PROHIBITED,
TPS 8-0 .11/16"
X 18'-9 1/8" SIGN @ 30'-0" OAH
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414-529-3500
PHOTO REQUIREMENTS
INSTALLER TO PROVIDE COMPLETION PHOTOS OF THE FOLLOWING:
1. MATCH PLATE/SIGN CONNECTION
2. BEFORE AND AFTER PHOTOS OF ALL PLUG WELDS, CAP PLATE WELDS, AND ANY OTHER WELDED
CONNECTION DONE IN THE FIELD
3. ELECTRICAL WIRING
4. ALL SIGNS ILLUMINATING (PREFERABLY SHOWING LED'S OR LAMPS ILLUMINATING)
5. ANY WALL PENETRATION CAULKED AND SEALED
6. OVERALL ELEVATION
GENERAL NOTES
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF
THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER
GROUNDING AND BONDING OF THE SIGN.DISCONNECT SWITCHES IF NOT FACTORY INSTALLED ON THE SIGN.
SIGN ASSEMBLY IS INTENDED FOR OUTDOOR WET LOCATION
INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED.
LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE
PLATES.
THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING
CONCRETE SPECIFICATION
20.59 CU. YDS. TOTAL. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS.
REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI. RECOMMENDED MIN. CURE TIME
OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION.
LIFTING HOLE NOTE
ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER. LIFTING HOLES ARE TO BE
SEALED BY A CAP PLATE, WELDED OVER TO COVER AND THEN PAINTED.
WELDING NOTE
ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE
APPLICABLE POSITIONS NEEDED.
DESIGN NOTE
SIGN, POLE AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND AN ALLOWABLE
WIND LOAD OF 54 PSF.
CONCRETE FOUNDATION DESIGNED USING A NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.
IF THESE SOIL CONDITIONS DO NOT EXIST AT THE FOUNDATION LOCATION, IT IS THE ERECTOR'S
RESPONSIBILITY TO NOTIFY EVERBRITE, LLC PRIOR TO PERFORMING ADDITIONAL EXCAVATION OR ANY
CONCRETE PLACEMENT.
PEDESTAL CONCRETE TO BE POURED MONOLITHIC (AS ONE PIECE) WITH SPREAD FOOTING.
INSTALLATION INSTRUCTIONS
1. STAKE FOUNDATION AREAAND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C.
2. EXCAVATE FOUNDATION AREA.
3. SET POLE(S) AND CONDUIT STUB. (PRIMARY ELECTRICAL SERVICE TO BASE BY G. C.)
4. POUR CONCRETE. ALLOW CONCRETE CURE TIME AS REQUIRED. RECOMMENDED MIN. CURE TIME
OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION.
5. MOUNT SIGNAGE ON POLE(S) (INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE OF POLE.)
6. MAKE FINAL ELECTRICAL HOOK UP TO PRIMARY (ALL ELECTRICAL TO MEET LOCAL CODES.)
7. TEST SIGNAGE FOR PROPER FUNCTION AND LIGHTING.
8. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS.
9. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL. DO NOT DISCARD ANY MATERIAL OR
DEBRIS INTO ON SITE DUMPSTERS.
EVERBRITE TO FURNISH:
1. MOUNTING POLE.
2. ALL MOUNTING HARDWARE
INSTALLER TO FURNISH
1. ALL ELECTRICAL COMPONENTS REQUIRED
2. FOUNDATION
GENERAL CONTRACTOR TO FURNISH
1. PRIMARY WIRES FROM BUILDING TO SIGN
ELECTRICAL SPECIFICATION:
LED: GE 7100K WHITE
ELECTRICAL: (1) 20A/120V CIRCUIT
SIGN AREA SQ.FT: 119.11
SIGN WEIGHT: WEIGHT TO BE VERIFIED BY INSTALLER PRIOR TO INSTALLATION.
POLE SPECIFICATION:
APPROX. TOTAL POLE WEIGHT: 3152 LES.
BURIED POLE LENGTH: 5'-0"
EXPOSED POLE LENGTH: 30'-0"
TOTAL POLE LENGTH: 35'-0"
DESIGN SPECIFICATIONS
FL Building Code 202071h Edition
ASCE 7-16 Flmim,n•oe.�,twmw.eumm�Psmn«sn,m�.�
ACI 318-14 e,mayua.newo-.�..uro.suvcm.awM,.:.
ANSINSC 360-16 sn.dnouw.raswnm.isi.eiaumtrq.
DESIGN LOADS
Nrnd V = 160 mph
Exposure C
Risk Cat II
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INSTALLATION
DRAWING
SITETPS5750
5750 ORANGE AVENUEWEST
FORT PIERCE, FL 34947
REVISED FOOTING CAISSON TO SPREAD, CONCRETE VOLUME, BEARING
DRAWN BY TECHNO-MCM
DATE 05/21 /21
B
06/10/21
pMMU'
CJB
PRESSURE, POLE LENGTH & WEIGHT
A
05/26/21
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CJB
RELEASED FOR INSTALLATION
CHK BY
CJB
DATE
05/26/21
SCALE
AS SHOWN
SHE ET
2 OF 2
REV
DATE
BY
CHK
DESCRIPTION
PROJECT NO.
DRAWING NO.
REV.
000%o•
b
THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY
448299
IN448299A
B
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•oo 0 0
OF EVERBRITE, LLC, USE OF, OR DUPLICATION IN
00• 4949 So. 11oTH ST.
e000 o0oe
0 0 0 0,, P.O. Box zoozo
ANY MANNER WITHOUT EXPRESS WRITTEN
DWG TITLE
e oo0oo0,1 ® GREENFIELD, WI 53220
PERMISSION OF EVERBRITE,LLC. IS PROHIBITED.
TPS 8-0 11
/16" X 18'-9 1 /8" SIGN a0 30'-0" OAH
0 0 0 •
414-529-3500
GENERAL:
1. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE INTERNATIONAL
BUILDING CODE (IBC).
2. CONSTRUCTION METHODS AND PROJECT SAFETY: DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. TAKE
NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING
CONSTRUCTION. THE FOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR
SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND
REGULATIONS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO THE START
OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES
THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE
DRAWINGS.
4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD INSPECTOR. THE
ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE
CONFLICT OR OMISSION.
5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, CONSTRUCT IN
ACCORDANCE WITH THE STEEL CONSTRUCTION MANUAL, 14TH EDITION OR 2010 ALUMINUM DESIGN
MANUAL.
6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR 15 TO APPLY THIS DETAIL IN ESTIMATING
AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOTTHE REFERENCE IS REPEATED IN EVERY
INSTANCE.
7. ANY CHANGE TO THE DESIGN AS SHOWN ON THE DRAWINGS REQUIRES PRIOR WRITTEN APPROVAL FROM
DESIGN ENGINEER OF RECORD BEFORE CONSTRUCTION.
8. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE
REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR.
9. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK.
NOTIFY THE FOR IMMEDIATELY OF ANY DISCREPANCIES.
EXISTING CONDITIONS:
1. IF EXISTING CONDITIONS ARE NOT AS DETAILED IN THIS DESIGN, THE INSTALLER SHALL CEASE WORK
AND NOTIFY MURDOCH ENGINEERING IMMEDIATELY.
2. MURDOCH ENGINEERING WILL NOT BE PERFORMING ON -SITE INSPECTIONS OR VERIFICATIONS. IT IS THE
RESPONSIBILITY OF THE INSTALLER, STRUCTURE OWNER, AND PROPERTY OWNER TO IDENTIFY EXISTING
CONDITIONS AND CONTACT MURDOCH ENGINEERING WITH ANY DISCREPANCIES OR CONCERNS.
3. INSTALLER SHALL CONFIRM THE DIAMETER AND THICKNESS OF EXISTING MEMBERS AND NOTIFY
MURDOCH ENGINEERING OF ANY DISCREPANCIES.
4. INSTALLER SHALL INSPECT AND CONFIRM THE QUALITY OF EXISTING STRUCTURE AS "IN GOOD REPAIR". IF
THERE ARE ANY INDICATIONS THAT THIS IS NOTTHE CASE, INSTALLER SHALL CEASE WORK IMMEDIATELY
AND NOTIFY MURDOCH ENGINEERING.
5. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BY THE PERSON(S) OR COMPANY THIS
DOCUMENT WAS PREPARED FOR
(SEE TITLE BLOCK). MURDOCH ENGINEERING IN NO WAY CERTIFIES THIS INFORMATION AS "AS -BUILT".
IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS DETAILED HEREIN ARE NOT ACCURATE,
MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY.
STEEL
1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING:
ROUND HSS
ASTM A500, GR B
Fy=42 KSI MIN.
SQUARE/RECT HSS
ASTM A500, GR B
Fy=46 KSI MIN.
THREADED ROD
F1554 GR 55
Fy=55 KSI MIN.
STEEL PLATE STD.
ASTM A36 ASTM
Fy=36 KSI MIN.
PIPE
A53, GR B
Fy=35 KSI MIN.
2. BOLTS SHALL CONFORM TO ASTM A325 UNO.
3. BOLTS AND THREADED ROD SHALL BE HOT -DIP GALVANIZED PER ASTM F2329 UNO.
4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO.
5. NUTS SHALL CONFORM TO ASTM A563.
6. WASHERS SHALL CONFORM TO ASTM F844.
7. STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED PER ASTM A153 LINO
8. WELDING:
a. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D1.1 AND AISC SPECIFICATION, CHAPTER
J. WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY. WELDING SHALL
BE DONE BY ELECTRIC ARC PROCESS USING LOW -HYDROGEN ELECTRODES WITH SPECIFIED TENSILE
STRENGTH NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE.
b. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR [CC CERTIFIED WELDER WITH
ACTIVE STATUS AT TIME OF WELDING
c. UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELDS PER
AISC SPECIFICATION, SECTION J2, TABLE J2.4
d. BASE PLATES SHALL BE WELDED ON TOP AND BOTTOM WITH CONTINUOUS WELDS
OF AT LEAST 1/4" (IF PLATE IS CUT TO FIT TUBE INTO PLATE)
The designs, details and specifications contained in this drawing are confidential. The recipients of this drawing hereby acknowledge and agree that it is the sole
property of Murdoch Engineering and that they shall neither use nor reveal any of the designs, details and specifications contained in this drawing, outside of
the contractual agreement expressed written permission from Murdoch Engineering.
Deviations from this drawing shall not be made without consulting Murdoch Engineering. In case of incongruities between drawings, specifications, and details
included in contract documents, Murdoch Engineering shall decide which indication must be followed and their decision shall be final.
Copyright Murdoch Engineering.
All rights reserved.
ALUMINUM:
1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION (AA) 2010
ALUMINUM DESIGN MANUAL (ADM) 1, THE SPECIFICATIONS FOR ALUMINUM SHEET METAL WORK
(ASM35), AND IBC CHAPTER 20.
2. PIPE AND TUBE SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24
KSI MIN, Ftyw=15 KSI MIN.
3. STD STRUCTURAL PROFILES SHALL BE 6061-T6 PER B308 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24
KSI MIN, Ftyw=15 KSI MIN.
4. SHEET AND PLATE SHALL BE 6061-T6 PER ASTM B209 WITH
Ftu=42 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN.
5. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI
MIN, Ftyw=15 KSI MIN.
6, ALLSHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER WITH
CURRENT STATUS ATTIME OF WELDING
7 UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELD PER ADM. ALL ALUMINUM
WELDED JOINTS SHALL HAVE WELD SIZES OF AT LEAST 14 INCH
8. FILLET WELDS SHALL NOT EXCEED THINNEST MEMBER WALLTHICKNESS JOINED.
9. ALUMINUM WELD FILLER SHALL BE 5356 ALLOY
10.WELDING PROCESS GMAW OR GTAW SHALL BE IN ACCORDANCE WITH AWS D1.2 -
11.ALUMINUM CHANNEL LETTERS SHALL BE CONSTRUCTED OF 0.090" RETURNS AND 0.125" BACKS
MINIMUM, UNLESS A LARGER SIZE IS INDICATED ON DRAWINGS. THIS NOTE SHALL SUPERCEDE DRAWING
DETAILS.
12.PROVIDE NEOPRENE GASKET BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC CORROSION
13.ALUMINUM DIRECTLY EMBEDDED INTO CONCRETE SHALL BE CAPPED AT BOTTOM AND COATED WITH
BITUMINOUS COATING OR POLYURETHANE WHERE IN CONTACT WITH CONCRETE.
14.FASTENERS BETWEEN DISSIMILAR METALS SHALL BE STAINLESS STEEL 316.
CONCRETE & REINFORCEMENT
1. MINIMUM 28-DAY COMPRESSIVE STRENGTH (fc-) SHALL BE 3,000 PSI. THE MAXIMUM WATER TO CEMENT
RATIO SHALL BE 0.45 BY WEIGHT. A MINIMUM OF 5-3/4 BAGS OF CEMENT SHALL BE USED PER CUBIC YARD
WITH ASLUMP OF 4"+/-1.
2. REINFORCEMENT TO BE ASTM A615 GR 60, Fy=60 KSI LINO
3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED
4. VIBRATION: ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS
5. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-14
6. PROVIDE A MINIMUM OF 2-1/2" COVER OF ALL EMBEDDED STEEL REBAR AND A MINIMUM OF 6 INCHES OF
COVER FOR DIRECT BURIED PIPE OR TUBE MEMBERS.
FOUNDATIONS
1. CONCRETE POURED INTO CONSTRAINED EARTH EXCAVATIONS MUST CURE UNDER PROPER CONDITIONS FOR
A MINIMUM OF 7 DAYS PRIOR TO SIGN BOX INSTALLATION. (EXCEPTION: IF THE OVERALL HEIGHT OF THE SIGN
IS LESS THAN 20 FEET AND THE SIGN IS ADEQUATELY BRACED AGAINST WIND LOADS FOR A MINIMUM OF 4
DAYS, THE BOX MAY BE INSTALLED THE SAME DAY AS THE FOOTING IS POURED)
2. FOOTINGS MUST BE POURED AGAINST UNDISTURBED EARTH. SOIL BACKFILL.IS UNACCEPTABLE. WHEN A
SONOTUBE IS USED AS THE FORM, 3/4" BLUESTONE OR CONCRETE SHALL BE USED TO BACKFILL THE SPACE
BETWEEN THE SONOTUBE AND UNDISTURBED EARTH.
3. COLD WEATHER PLACEMENT: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH
THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS OR LOW
TEMPERATURES. DO NOT POUR CONCRETE DURING OR WHEN FREEZING TEMPERATURES ARE ANTICIPATED
WITHIN 3 DAYS OF POUR.
4. REINFORCEMENT IS NOT REQUIRED FOR DIRECT BURIAL TYPE SIGN FOOTINGS FOR SIGNS OF 25 FEET OVERALL
HEIGHT OR LESS, DIRECT BURIED STEEL SHALL EXTEND TO 6 INCHES FROM BOTTOM OF FOOTING.
5. FOR ANCHOR BOLT/ BASE PLATE - SQUARE FOOTINGS, PROVIDE MINIMUM OF#5 VERTICAL REBAR @ 12"
O.C., 4" OFFSET FROM PERIMETER, TOP AND BOTTOM OF FOOTING. PROVIDE #3 HORIZONTAL TIES @ 12"
O.C. UNLESS OTHERWISE NOTED.
6. FOR ANCHOR BOLT/ BASE PLATE - ROUND FOOTINGS; PROVIDE A MINIMUM OF SIX (6) VERTICAL #5
REBARS, EVENLY SPACED, 4" OFFSET FROM FOOTING PERIMETER & #3 HORIZONTALTIES, 12" O.C.
Unless otherwise noted.
7. ANCHOR BOLTS SHALL BE TIED TO REBAR CAGE AT A MINIMUM OF TWO LOCATIONS PER ANCHOR BOLT
8. FOOTING DESIGN ASSUMES FOOTING SHALL BE EXCAVATED AND POURED IN UNDISTURBED NATURAL
EARTH, CAPABLE OF WITHSTANDING A MINIMUM 1,500 PSF VERTICAL DESIGN BEARING PRESSURE AND
150 PSF/FT OF DEPTH OF LATERAL BEARING PRESSURE BASED ON SOIL DATA OBTAINED FROM THE
USGS SOIL SURVEY.
9. IF CLAY, SILTY - CLAY, ORGANIC OR FILL SOIL IS ENCOUNTERED UPON EXCAVATION, CONTACT MURDOCH
ENGINEERING FOR FOOTING DESIGN MODIFICATION PRIOR TO CONSTRUCTION.
SCOPF OF WORK:
1. LIMITS OF LIABILITY TO EXTEND ONLY TO THE QUANTITY INDICATED. ATTEMPTS IN PART
OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN THOSE SPECIFIED WITHOUT
CONSULTING MURDOCH ENGINEERING SHALL VOID ALL PROFESSIONAL LIABILITY AND
COVERAGE.
MURDOC -
ENGINEERIN
SIGN STRUCTURE PROFESSIONALST111I
murdochengineering.com
(973) 570-8215
2399 NJ-34 A-2
Manasquan, NJ 08736
PREPARED FOR:
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