HomeMy WebLinkAboutARB201800127 Plan - Approved 2019-01-17Rio Hill Shopping Center
1980 Rio Hill Center Dr
D/F Illuminated Pylon
Issued Date: 9/26/18
Revised Date: 10/29/18
Revised Date: 12/20/18
Charlottesville, VA 22901
CONSTRUCTION 50%
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltimore. Maryland 21226
800.8S4.0S66
I Rio Hill ShODDine Center I
Murdoch Engineering J
2 Hummingbird Ct.
Howell, NJ 07731 A
(973) 570-8215 pO
WENT APPROVAL
,SD:
PROJECT MANAGEMENT:_____ /
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Drawing Type
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Cover
DI-100
Drawing Index
GN-100
General Notes
GN-101
General Notes
GN-102
Engineer Notes
SITE LOCATION PLAN
SP-100
site Plan
SP-101
Vicinity N
SP-102
Landscal
GRAPHICSIFINISHES
A-100
ELEC'
E-100
LED
Plan
Plate / Install 9/26/18
n Details 9/26/18
DRAWING INDEX
Action Ilssued
Permits
0/29/18
10/29/18
Action Ilssued
Permits
Permits
12/20/18
12/20/18
12/20/18
12/20/18
Review Action
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltimore, Maryland 1426
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PROIBRAE
Rio Hill Shopping Center
ORDMIRE
Rosenthal Proelves, LLC
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Charlottesville, VA
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General Design Drawing Notes:
1. Gable drawings and specifications remain the property of the design professional. Copies of the design drawings and specifications retained
by the client may be utilized only for his use and for occupying the project for which they were prepared, and not for the constmaon of any
other projects.
2. Gable's drawings are meant to be diagrammatic for type and location of fixtures and other associated devices. Exact installation requirements
to comply with all codes and regulations as determined by the architect of record. electrical engineer and structural engineer. All design
documentation and installation should comply with applicable codes. The notes on this page are meant to clarify the project design
documentation and requirements.
3. It is assumed that the Gable project design team has reviewed the documentation and shall communicate any conflicts in the design
documentation.
4. Contraclor/ fabricator shall not deviate from Gable's design drawing details. Any modifications must be reviewed and approved by Gable.
General Engineering Notes
1Steel design and fabrication shall be In accordance with AISC, 14th edition
i Round & squarelrectangle HSS shall be ASTM A500 Grade B.
3. Plate. angles and channels steel shall be ASTM 36.
4. Wide flange and tees (Wr) shall be ASTM A992.
5. Shall discrepancies exist between the plans and actual conditions, contact Engineer of Record (EOR) for design revlew and/or revision.
Steel Welding Notes:
1. Welding shall be In accordance with AWS D1.1
2. AWS certification required for all structural welders.
3. E70XX electrodes for SMAW process.
a. F7X-EXXX electrodes for SAW process.
Aluminum Welding Notes:
1. Welding Shall be In accordance with AWS D1.2
2. Aluminum alloy filer 4043 shall be used in all structural welds.
3. Fillet weld size shall not exceed thinnest member thickness of joined sections.
4. Welding process GMAW or GTAW shall be in accordancewith AWS D7.2
General Lighting and AV Installation Notes:
It Is intended that the Installing contractor shall:
1. Bid, provide and Install all fasteners, hanging rods, support elements, anchors. safety/ seismic materials, miscellaneous metals, etc. that are
not indicated as being
2. Complete all terminations and verify continuity and consistency of all low voltage and data communication systems.
3. Be responsible for the supply and installation of all additional material to ensure the safe and reliable operation of all emergency lighting and
audio systems.
4. Be responsible for the supply and installation of plugs and cord caps where required. owner provided.
5. Be responsible for the installation of any and all lamps, color filters, screens, safety cables, louvers and diffusers in accordance with the
lighting design drawings.
6. Be responsible to Supply and Install all low, voltage hensforners and associated low voltage gear as required.
7. Focus all lamps and fixtures per the design drawings, or, if no focus indication is shown, focus all downlights straight down.
B. Be responsible for making their own quantity counts for all equipment that they are asked to supply including modifications to quantities to
match field conditions.
9. Be responsible for supplying clean power to all control and dimming equipment and to install any necessary equipment to avoid power
variations.
10. Provide strain -relieved and weatherproofed exterior connections? terminations.
I I.Utilize manufacturer shop drawings and Instructions for energization prior to system commissioning. Improper turn on of system may void]
alter manufacturer warranty. Electrical contractor will require written authorization from manufacturer prior to commissioning.
12.Install dimmer racks in accordance with manufacturers specifications and shop omwings.
General Control, MDF, OF Room Notes:
1. All control moms shall be locked, dean and dry with finished, painted and sealed walls, floor and ceiling.
2. Each freestanding, dimming, and control rack requires 3' of clearance in front and above each rack. Additional clearance requirements will be
shown on control room layout page.
3. Each control/ dimminglAV room requires a minimum of IV finished ceiling height. of record.
4. Gable recommends a sub -floor and/or cable tray a minimum of 96 inches above finished floor mounted over the control racks.
5. All main control room access doors must be oversized with a minimum of Thigh ctearance.
6. Floor mounted racks to be placed on a 4' pad above finished floor.
7. Main power feeds should have a local breakerldiscennect switch installed next to each dimmer/relay rack. Power protection device must be
specified by the engineer
8. Gable is not responsible for the design and integration of backup power systems for control racks.
9. The control and dimmer room environment must maintain a temperature at 70° f (206 c) and humidity at less than 60% and provide air filtration
that removes 95% of all panicles 0.5 microns in size or larger. Systems shall be operational prior to commissioning.
10 Elecricel engineer to provide lighting In control room(s) to meet a minimum of 20-foot candles.
11.Minimum of 6 convenience outlets (duplex style, 20-amp) shall be provided In each control room separate from equipment recks.12,
12. Gable recommends that no overhead sprinkler system be installed in the controll dimming mom(s).
General Data Communication, Low Voltage and AV Wiring Notes:
1. A wired high-speed Internet connection must be provided to main control room,
2. All fiber optic Infrastructure including all fiber patch panels and modular patch cords require connectors per equipment specifications to be
provided, installed and terminated by canified contractor prior to rack commissioning.
3. No changes or substitutions shall be made to Gable's cable/ equipment specifications, or documentation without written permission.
4. Gable recommends 20% spare conduit capacity and an additional spare home run for the main Infrastructure. All cable Infrastructure and
wiring must adhere to manufacturer specifications and shop drawings.
5. Gable recommends against the use of GFI protection on loads related to theatrical lighting, AV, and special effects.
6. The engineer shall provide individual load calculations that adhere to all local codes and dimming equipment specifications as well as all
appropriate infrastructure,
7. All data wires and control cables pulled Into equlpmentl contml rooms shall be left with a minimum service loop of 12' in each rack location
and minimum of V in all feeds and switch gear.
8. Each circuit must have an independent hot, neutral, and ground. No sharing of hot, neutral, or ground shall be permitted.
9. All control & low voltage cable home runs cannot be spliced. field locations.
10. The engineer should allow for 4' minimum distance between high and low voltage conduits. High and low voltage conclude must cross at
90-degree angles.
11.AI1 cables must be labeled in accordance with Gable%drawings and other furnished daumentation.
12.Final cable specifications to be approved by electrical engineer. Installing contractor must very maximum length of all cable nuns poor to
installation. If run exceeds maximum cable length of manufacturer and/or product specification, Installing contractor to provide alternate
wiring methodology or specification for review by Gable
te 13. All splices for exrior fixtures must be made in suitable waterproof junction boxes, with conduits sealed against water intrusion.
14. All ground recessed exterior fixtures must be installed to manufacturefs specific instructions, particularly regarding drainage, sealing and
potting
.
15. All electrical junction boxes are to be provided by the electrical contractor as the point of connection within 6 feet of the sign. and electrical
engineer.
16. All electrical connections to the sign shall be made by a Gable Representative.
17. All electrical connections are to be made in accordance with the requirements of the National Electrical Coda (N.E.C.) In addition to all
applicable local codes.
18. All installation standards for high and low voltage systems, control and data cabling, and terminations must meet and comply with USITT,
BICSI, AES, NFPA and NEC standards. Standards may be found at:
WWW,NFPA.0RG
W W W.USITT.COM
W WW.AES.ORG
W W W.BICSI.ORG
General Installation Notes:
1. Installer shall be responsible for determining the erection, maintenance and dismantling of all barricades or protective coverings necessary to
safeguard the public and property during the performance and duration of the work.
2. Installer shell attach components to substrate In accordance with the structural engineers and manufacturers Instructions unless otherwise
wn sho. Install level, plumb, and at the proper height. No movement of signs at their foundations shall oceur, the components must remain
true and plumb on their foundations.
3. Installation includes provision of any required foobng, all anchor bolts, fastenings, attachment metal, and other miscellaneous metal items
embedded in concrete or building wall material as required. and security of components.
4. All items to be installed shall be left in a clean condition.
5. Upon completion of the Installation of each component, clean all soiled surfaces and touch-up all Imperfections that may have occurred
during the time of handling and Installation.
6. All debris and packing material shall be removed and disposed of in a legal manner. All protective masking of the surfaces shall be removed
upon completion of the installation.
7. Gable is not responsible for the design or Implementation of emergency and life safety system..
8. All excavation and site work shall be returned to Its original grew configuration after contract Items are Installed.
9. All atypical installation conditions encountered by the installer must be brought to the attention of appropriate Gable personnel.
10 Installer is responsible for compliance with all OSHA requirements and regulations.
11.Installer is responsible for compliance with all applicable environmental regulations.
Gable
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltimore, Maryland 21226
800.854.0568
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General Concrete Foundation Notes:
1. Engage a private utility locating specialist and mark existing utilities in proximity to sign foundation before excavation. Likewise. contact Miss
UOlity, for marking of all public utilities in the work area.
2. Excavate for sign foundation to elevations and dimensions Indicated. Reconstma sub -grades that are un-firm, disturbed, or composed of
unsuitable soil, or has been damaged by freezing temperatures, frost, rein, accumulated water, or construction activities by excavating
further, backfilling with satisfactory soil or fill, and compacting to original sub -grade elevation. Do not install footings in damp or saturated
solls. Do not leave open excavation during off -work hours.
3. Install concrete fooling with reinforcement, foundations, and other embedded Items required for Installation of signs, as approved by
contractor -furnished Engineer.
4. Set core drill and set anchors bolls from footing base plate onto non shrink grout leveling bed. Ensure post is level and plumb, and at heights
Indicated, with surfaces free of distortion and other defects in appearance.
5. Coordinate and install power source feed wire hors adjacent sub -grade and forth bend of conduit chase (sweep) into foundation pout Verify
size requirements prior to
6. Back fill fooling/foundation once concrete reaches 3000-pound compressive strength. Backfill material shall be free of litter, debris and
organic matter. Backfill Installation. material shall have not more than optimum water content prior to compaction operations, soils to dry to
suitable levels 'd over- saturated.
7. Minimum concrete strength shall be 3,000 psi, w/ 6% air entrainment unless otherwise noted.
B. Concrete design & construction to be in accordance with ACI 31U5
9. Co-te poured into constralned earth excavations must be wre under proper conditions for four days prior to sign box Installation.
(Exception: if the overall height of the sign is less than 20 feet and the sign pole(s) are adequately braced as necessary against wind loads
for a minimum of 4 days, the box may be installed the same day as the footing is poured.
10. For pier and ceisson footings, concrete must be poured against undisturbed earth.
11.Maintatn a minimum of 3' cover over all embedded steel.
12.Provide a maximum of 4' cover between the bottom of support pole and bottom of the concrete fooling on all direct burial footings. (Unless
otherwise noted)
13.If clay, sill or organic lolls are encountered upon excavator 4 is the installing contractors responsibility to contact a licensed civil engineer for
design modification.
General Electrical Grounding Notes:
1. The single point ground system (SPGS) is a grounding mandate that all major components of the building safety protection system to be
designed and bonded to a single ground reference point. These components consist of ground electrodes, grounding electrode conductors.
grounded conductors. and grounding conductors. These conductors are designed to create the path of least modstancegmpedance. This
allows any voltage produced as current to flow or return to its source along the proper designated path.
2. Connections to the SPGS will reduce voltage potential differences among various types of equipment. This should reduce personnel safety
hazards, protect the equipment and reduce noise currents that may aged the operation of voltage -sensitive equipment. This includes
equipment such as communication switching equipment and any computer -controlled equipment.
3. The SPGS has one main connection point. The single ground reference point is usually designated as the master ground bar (MGB).
4. Grounding conductors and their grounded components must be isolated from any unintended contact with other grounding conductors and
grounded components except at the single gmund reference point, the MGB. Any unintended points of contact among different grounding
conductors and components create ground loops within the SPGS and are violations of the SPGS.
S.
All computer, network, data and audio related field connected devices must have their grounds referenced to the control room where their
source outputs will be connected.
6. The ground reference differential must not exceed 2 volts. Levels higher will result in degradation in performance and damage to the
connected device(s).
General Manufacturing Notes:
1. Details depicted on the construction documents shall be followed for exterior appearance.
2. Approved Structural design shall utilize sett -supportive framing.
3. Fabrication of cabinet, exposed faces and graphics devices to size and style indicated and produced surfaces free from oil canning, warping,
distortion or any irregularities or Inconsistencies. Include internal bracing for stability and attachment of mounfing accessories as required.
4. Fabricator may change interior construction shown on these details to conform with general shop practices. However, these changes must be
submitted to TSD aspan of the shop drawings and be reviewed by TSD and noted prior to fabrication.
5. Construct all work to eliminate buns. cutting edges and sharp comers.
6. All welding must be performed by operators who are currently qualified by tests as prescribed in AWS D.1.1, and or D.1.2 as applicable, and
recognlzed building code authority.
7. Make all signs fight fimng, between parts and sections, and with adjacent surfaces.
8. Unless indicated otherwise, non -welded joints between various portions of signs must be weatherproof (for exterior signs) and have tight,
hairline -type appearances, without gaps (varying or otherwise). Provide sufficient fastenings to preclude looseness, racking, or similar
movement.
9. Conform to manufacture's recommended fabricating procedures regarding fastening, restraining, expansion and contraction of dissimilar
materials.
10.Isolate dissimilar materials to prevent galvanic corrosion by means of rubber pads/washem and utilize Inert (stainless steel) fasteners.
,,.Signs to be assembled and mounted so as to provide reasonable ease of access and replacement of all components.
12. Aluminum sheet not less than .125' unless noted otherwise, fabricate by MIG welding, filled and ground smooth. unless the seam occurs
along a color break. Then a clean butt joint with concealed backing channel and plug weld is acceptable.
13.All bends, curves, and folds to be geometrically correct and produced by a consistent mechanical method unless approved otherwise.
14.Jointing and brake forming all sheet metal shall have brake formed edges with radii not greater than sheet thickness unless otherwise
specified. Adjacent stock shall have edges with similar radii.
15. Welding on all exposed welds is to be ground smooth to match surface of adjacent material.
16. All mounfing patterns and or templates shall have at least a fully marked base line and center line depicted on the pattern.
General Vinyl Graphics Application Notes:
1. Sign copy to comply with the requirements indicated for size, proportion. style, spacing, content, position, metals], finish and color of letters,
numbers, symbols and other graphics devices.
2. All letter fortes shall be aligned so as to maintain a baseline parallel to the sign formal, with margins and layout as indicated on design
drawings and approved shop drawings.
3. Routed copy: Cutting and routing shall be done in such a manner that edges and comers of finished letter forms shell be sharp and true.
Letter fortes with nicked, cut, ragged, rounded positive or negative cemem, and similar disfigurements will not be acceptable. Letter forms
shall be aligned so as to maintain a base line parallel to the sign format. Vertical strokes shall be plumb. Mechanically fasten center of letters
to acrylic plastic as required.
4. All high resolution large format digital printing shall be protected with a UV over laminate.
General Spray Finishing Notes:
1. Pre-treatment: All surfaces shall be sanded, cleaned, primed, and pre-treated as required prior to finishing.
2. Paint Paint shall be manufactumes highest grade for best ultraviolet light resistance, weather ability and overall longevity of finish and color
pigmentation retention.
3. Paint color mixtures shall be cross checked with approved color control samples, prior to the final finishing process.
4. All painted surfaces shall be free from particulates, blemishes, dry spots, orange peel and unevenness of spray patterns.
5. There shall be no de -lamination of any parts of the sign or of me lettering from the sign face.
6. There shell be no capping. warping, or dishing in excess or other disintegration of the sign face.
Verity In Field (V.I.F.):
1. Where 'Verify In Field' (V.I.F.) Is found in this drawing, the GABLE project manager will assign tasks to "Verify in Field' and
submit information / results back to the GABLE technical team.
SYMBOL LEGENDS:
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A VISUAL
SOLUTIONS
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Baltimore, Maryland 21226
800.854.0568
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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.
S. 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 15 IDENTIFIED AS TYPICAL, THE CONTRACTOR IS 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.
STEEL
1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING:
ROUND HSS ASTM AS00, GR B Fy=42 KSI MIN.
SQUARE/RECT HSS ASTM A500, GR B Fy=46 KSI MIN.
THREADED ROD ASTM A36 Fy=46 KSI MIN.
STEEL PLATE ASTM A36 Fy=36 KSI MIN.
STD. PIPE ASTM A53, GR B Fy=35 KSI MIN.
2. BOLTS SHALL CONFORM TO ASTM A307 UNO..
3. BOLTS AND THREADED ROD SHALL BE HOT -DIP GALVANIZED PER ASTM F2329 UNO.
4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO.
S.
NUTS SHALL CONFORM TO ASTM A563.
6. WASHERS SHALL CONFORM TO ASTM F844.
7. STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED PER ASTM A153 UNO
8. WELDING:
a. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS 01.1 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 ICC 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)
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 (ASM3S), AND IBC CHAPTER 20.
2. PIPE AND TUBE SHALL BE 6061-T6 PER ASTM 0241 OR 8429 WITH Ftu=38 KSI MIN, Fty=35
KSI MIN, Ftu-24 KSI MIN, Ftyw=15 KSI MIN.
3. STD STRUCTURAL PROFILES SHALL BE 6061-T6 PER 8308 WITH Ftu=38 KSI MIN, Fty-35 K51
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.
S. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 OR 8429 WITH Ftu=38 KSI MIN, Fry=35 KSI
MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN.
6. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER
WITH CURRENT STATUS AT TIME 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 } 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 (W) 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 A SLUMP OF 4" 1/-1.
2. REINFORCEMENTTO BE ASTM A615 GR 60, Fy=60 KSI UNO
3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED
4. VIBRATION: ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL
VIBRATORS.
S. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-11
6. PROVIDE A MINIMUM OF 2-1/2" COVER OF ALL EMBEDDED STEEL REBAR AND A MINIMUM
OF 61NCHES 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 15 LESS THAN 20 FEET AND THE SIGN IS ADEQUATELY
BRACED AGAINST WIND LOADS FORA 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" BWESTONE 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 A MINIMUM OF #5
VERTICAL REBAR @ 12" O.C., 4" OFFSET FROM PERIMETER, TOP AND BOTTOM OF
FOOTING. PROVIDE #3 HORIZONTALTIES @ 12" O.C..
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.
7. ANCHOR BOLTS SHALL BETIED TO REBAR CAGE ATA 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 LBS/SF/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.
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 15 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 NOT THE CASE, INSTALLER
SHALL CEASE WORK IMMEDIATELY AND NOTIFY MURDOCH ENGINEERING.
S. 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.
SCOPE 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.
REWSON RMM
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltlmom. Maryland 21226
800.054.0568
Rio Hill Shopping Center
OKDDie.
Rosenthaml Properties. LLC
osrra,warw Oewu wcam.
fEOollvli
uAl«a4Ms,Yla4lor=0 1
+«
ar,c« u
11M hM4M w8ry
4en.«.n. an
Saul' Lftft
wo.iewwwa ano4
M1Mt1O0Mrr ra[C� 1.0
NaYlYdfap.rnu
IfwT/fRD1 R. 10
raMf W mwrnMM1Ma f fe
E K. MURDOCH
Lic. No. 50214
ime MIN"OI+![
Prt#►40atYEnyi,40r
VA PE Lid. R02050214
`on
D/FIlluminated ID Pylon
ABMpynghis es�Mred�No copies, Ird�nsMssbni, r�apmMtluctio car i�a•�
aL+cbOnio manipulation o1an7 portion of Shwa draWye A.b ar in pan DWG. No. SHEET
are to be made%*ou1 tits express OW permisaim of Gabe nennuon ra, ,n�
ArMvf-p -FEW- mWZ
HNM 1/1-4 It,
Ob 4Sy
° �7u
Zfa /
`�
o �b • 120.>j �$��L se 094>•N
r ,q�S
� Oi�`�`, .�! Y7� .-_ I,.Q9�� ri '�� �7. 1 .� �3•M 1gs / ° v c
ty ID
y I •� v o
30 • � ro
�r
�My 9S
0>�
.I �r
SITE PLAN
MI r=ino•
.I=
,
r
ao
R'PPROveb -pop W-9
HNm t/l-4 Im
�INIT1
Y MAP
SCME: N.TS.
Gable
A VISUAL
d/t pylon location SOLUTIONS
COMPANY.
744D Fort Smallwood Road
Baltimore, Maryland 21226
800.BS4.0568
oa+wrm In fr .e,rvmI e+e.e>ra
9126/18 GG GG
L11AI 4,r 1W,
IMyarl M1, la[ ]all YAedlb
vmsi..a
Uwmheowy,.VwnSoen,
YUMtlae,�^MMhwi
Sw Mi6un M>N•;
w.a hnyonstela,a
M�tlas 4
h pw
sro.esohrelxv !.4
ea+.r sans or. h.s
m.n.+r.oer to
aMnV w.�, Mrigrp �
E K. MURDOCH
Lic. No. 50214
po.t.odW servo wl
VA PE Lie. W,02060214
8E1FtMS N6I08Y H.!J:+.^. M'
DawO DFsa+arax D/F Illuminated ID Pylon
Aldesi.uindloded M these wamngs are to oopedy of Gebb. l`J1Cb-L 1fT" 1
A1-pyrWttveserved.No wppiot Imn9rissb repprodudbre pr DNM,N0. SHEET
e6clronic menipu6don pf any porton of these draalrge In whob or in ped
areWbe mode wiNaul lbe repress wdten pehmisebn of Gab6 0602MR0 I FP-101
APP1 F,hF, ?CV?- AIRS
tWK iIlR H
PLAN VIEW - LANDSCAPING PLAN
N.1s.
@AERIAL VIEW - EXISTING PYLON
SCALE: N.tS.
9ELEVATION VIEW - LANDSCAPING PLAN
SCAt :N7..
new planted bushes around pylon to
match previous (shown below),
landscaped by others
�Nsm W—
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltimore, Maryland 21226
800.8S4.0S68
Rio Hill Shopping Center
aRuratGl -
Rosenthtl Prooenies. LLC
Charlottesville, VA
cf•mnnn. yen.? -.;7
9/26/18 GG GG
lEBEiWIY
1.11alw¢OeVIC`Vllru"�.�v IISM
lrcAW M^MgWw Ml nets
MICM li
I1Yr NM4W Y*1•I
Nn/inWlw�fans 1- 1
wMhppwe
r��nllMa p44
61row LY�M
h tl wr
yv[ewt•�.�-
+Ae te•
rnsrmNr�. � t0
tE K. MURDOCH
Lic. No. 50214
M
1
'y►JI67
don Mwrook ►!
PMft#W WE-g0nW
VA PE Lk. 0402OW214
D/F Illuntlnated ID Pylon
^,a4MM`r.
Landscaoinli Plan
AMesiy in8iwta0 in Mese dravnngs are the picperry cl Gab6. �a'�
ASmDYnghtsh-1.,Yooyylos,lrensmissbns,reprotlu0t 11nr DWC. NO. SHEET
ehclronic maniWBnon ftaffi p cl Nes,, s who6orbn WM1
ar¢mb¢m¢a¢wim¢mm¢¢apr¢aa wnn¢�pajaam¢mcabb 0602MR0 I SP•102
A'P'PP-0V6D?E92 WB
NNNt I f t-i (tcl
4'"0"
ELEVATION DETAIL(SIDE A) -TOTAL SF - 54
sCAIE: 1/2' - 1'
r_V�je)
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
9altimare, Maryland 21226
800.854, D568
9/26/18 � �aGG I mGr
MIYMIn OC AV wf�b„
1EGodlotli
tpMa'.W 0•p/�WYk aor•n IlV rwb
RaMYO.9^KMUbaM W.1 nab
IOM<b 11
I).Xt ••a1 ONIIFN•1
VMw MµpYn•faRn i+ 1
Vnnsl4aw• t
rwOsxlw O,RS
foffibffi
a"w Srvn�OM %- pP1
nw f•m�.ntxlpr 10
n 1.1
R- 10
E K. MURDOCH
Lic. No. 50214
2 SID 3 ELEVATION DETAIL (SIDE B) 4 SI
SCAIE. SCALE: SCelE. 1/2'-1' AaNa•wnN Eaapieril�r
VA PE La. 0402050214
RE14M H61011Y 111
Na DUE RREYDRN'G DFSCRPraN D/F Illuminated ID Pylon
1 10/29/18 0536MR0 opaque tenant . ne6_._._
2 12 20 1 0602MRO installation, sign wrltgom
Graphics Finishes
PWJEC7 NO. TASK W. t2h.
Al ind�wied in thesedrawin4e are me pmpany of Gabs. 79128.2 173612 1
Aisepyrenls resenad.RO copies, lrenimieeldne, re�raduenoreor DWG. NO. SHEET
,Nt,onicmaniWboonalanypAonol Nesadrewit�s whoa or in pad
are ra be made w,fted the express "den poamsslonol Gabb O602MR0 GF-100
A'E''Pi y1FIP'PEKE. /°(P-B
A IQ M 11 I-4 [1-1
1 1 1 1 1-1I,201 0602
10'"0•Vf 8.6•vlF
nELEVATION DETAIL SIp�E DETAIL
SCALE: 1/2-- V 2 SCALE 1/2 - V
Sonsible for providing smooth/
e surface (free of debris) prior
I work to the area surrounding
install is complete to be
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltimore, Maryland 21226
800.854.056E
I Rio Hill Shopping Center I
nuam•a... of wta wm
lBOif0l11
tamawos4w�wwsw".d tts«a
4naFY q.+rnwa"sse«a 4a.1 wA�
wacas n
Ivap sna oux Mrxry
MMM•pufMtf fMlp ,.
Y%wRMwa [
Oux aaym OY
iL
CMU blocks to be excavated
swoas»sw.fam. 1.0
s tooter 12" below
^ ^ •'°"^
omer'
wwMexwr�r+eYMaY t O
p5 rebar cage ® 16' o.c.
solid concrete tooter
Existing footer previously )ERE K" mu
led an approx. 540 total Lic. No. 50214
rick pylon (38' total height)'
AvA MURDi(K
2 NUMAt L
HOWELL
l6
1s71lr/f
.MM� MINSMWp![
lan;b86wWEn*w
VA PE Lie, 04020=14
MG DBCRFrax D/F Illuminated ID Pylon
9R0 o a ue tenant nets
MRO installation, sign a!j!
Structural • upDort/ Foundation
njlf T N0. tASN N0' Q!v.
Aedesi5m libimled In Nese drawings ore the goeaM of Gebk. 7s12a-2 173612 1
Aonic aBhlebUonof , eoponoftnmlssbnS. re ucllao or DWG. NO. SHEET
e6caanic mBnlpuBOon of a, on Of Nose dmainya nwho6 or In pad
are to to made w thova express wnxee aermissiw olsat6 0602MRO S-100
RFr"VED PC V- AIM
H NtM 11 vt 1 lat
1•i4" 9" O.C.
MOUNTING PLATE DETAIL - QTY: 2
SCALE r - 1'
r,,�SIDE DETAIL
SCALE. 3 • 1'
3/4" thk. aluminum plate
qty. (4, per plate) 5/8" dia. pre -drilled hobs
I/2" x 11" long ss. Hilo HAS.R w/
system (to be installed per
ation)(6"-8" embd.)
ryp.
ss. nuts & washers
Iral grout
ss. leveling nuts
._..Crete Tooter
12" below grade
A VISUAL
SOLUTIONS
COMPANY.
7440 Fart Smallwood Road
Baltimore, Maryland 21228
800.8S4.OSea
McWiN MR "'EG— RV�'Z M
9/26/18 GG G
_'M:a.;ti JFaktVRO i14 >Ga.NUNL':1Ck
M,YMM N(MIi W fli.
lE�dlal6
IIW,MMrrV UYa MNd Its ava
MUNJOnIa„M1MisM A.I M
IMCF u
11sw.ravnsarn-1
ew.erroau".raw, a• 1
Wntltwrwe t
6,A1fw.m, Aae
ale Walk
sa.,evwur h wM
SNA paowrtiwi> IA
frpnraid,"wnlaW
Inrmaliamr R• 1A
rM,Owwesv+�av r.,""vsw
K. MURDOCH
AvMwimwHyiswr
VA PE 1,io, 0402050214
uvsoR x�nom nr"::: rr
Na DUE FRty0Rw0 06CRZMX D/F Illuminated ID Pylon
1 10 29 1 0536MRO o a ue tenant neb
2 12 20 18 0602MR0 insla0atlon, sin anal trlout a ,.4w,aC
Strunuctural"Mounting Plate/Install
PROSECI J. (ASK NO Ql.
Aidesi2ra hound In ease drawlIs are Me popeny olGabA. 79128.2 1 173612 1
A1elpyrph611. lfd.Npa es, Irensmbabns, repodustlons or
eAcvanic manipueeon orany 'on oleasedrewings Nvmo6 or In pan DlM3. N0. SHEET
aratobemsdeeitned eeroreeaem�npormledmWCable 0602MR0 S-101
AT" OYEZ-) -MV. ARZ
RNM 1/1.41 q(
----------------------------------------------------------`\
I�
j' 1'3/16' (finished) `1
I
I I
I I
I
I
i
I
I
I
I
I
I
i
I j
I
I
I �I
� I
I
�♦ \ I,
(LLARGED SIDE DETAIL
Sate w- - t
.--------------- -----
rI 1 T 11.7/8"(finished) -- r 1 y
t I
1
I
I
I
i
1
I
I
1
I
i
1
I
I
I
I
I
1---------------------
IL�
-- - - - - - - - - - - - - - -
nENLARGED SIDE DETAIL
V—rSCALL N- - 1'
#8 ss.cs. sheet metal screw - as req'd.
1/8" thk. routed alum. face, to be removable
on one side ONLY, via csss. screws
'other side to be chemically welded'
alum. retainer (EMS #24-63.909)
•In stock*
12" sign frame extrusion (EMS #24-63.910)
in stock"
3/ 16"
—N(Typ.
GE.1000 clear silicone @ top & sides only
3/16" thk.7328 white diffuser
acrylic panel on back
10.24 x 3/4" alum. stud
welded to back of face
w/ flanged push nut
(McM #90533A117)
• 0. (8) 2' dia. Louver Vents
(two @ each end for both cabinets)
*see sheet GF-100 for locations'
-alum. retainer (EMS #24-63.909)
in stock'
1-W double tee.divider bar
(EMS SFr-1 24-63.120)
-19' cIgn frame extrusion (EMS #24-63-910)
Ick'
link. acrylic tenant panels
alum. panel for mounting
nodules (pre -coat white)
Ya" long s.s. tek screw into supports
A VISUAL
SOLUTIONS
COMPANY.
7440 fort Smallwood Road
Baltimore. Maryland 21226
800.854.0568
LLC
esawnnaarr '-- --,-
9/261 18 GG GG
11001luttll
wwr"rowwawwme Jls.on
wa"amltwya�+"a+r.re Jro.J..on
>kaaao".vxv
wMewon,. c
-------------- ----♦
ew"« a on
Lam-----
I 1
.owuaaw.ramr J.a
I I
nN,+4n.,r�aMry r p
LTH OF
1♦
0
\�------
--- ------------- --'�
J
RE K. MURDOCH
Lic. No. 50214
rz\ENLARGED SIDE DETAIL
3 SCALE%'-V
1Ra"I
Rnll "WW &qfn r
VA PE Lk. 0402060214
o,mc otscai D/F Illuminated ID Pylon
iMRO c a uetenant anels
!MRO Installeaon, sin nel t
Arch. - Fabrication Details
ASdesp iMialedM Mau drawings are Me go;mgd Batt.
Aewprgn�areservea.Rowq'es.rrensmisswns,m odudbnaar
eonre iP-nipumuan of eay potion of Meae arew;nge canoe on pan
are to bematlewlMowMaeyeesawdllenpermis9onolGeb9n
♦No
pyyG,NO.
SHEET
0602MRO
A-100
AFPk0VED PER- Aeb
HW PA
1 / 1-q1lal
Side B of base to be removable for
elect. access/installation using csss. screws
1.%" x 1.%" x 1/8" thk.
alum. angle frame base
w/.080" alum. cladding
nENLARGED PLAN DETAIL
' SCALE: l.w' - 1"
E� NLARGED SIDE DETAIL
sc ,1-K--1"
!ENLARGED ELEVATION DETAIL
` sCALE: 1.w•-1"
qty. (4) .063" break formed alum.
escutcheon cover (fabricated in hakes)
sq. alum. supports
(see detail"1" on sheet S-100)
6
secure w/ #10 x 3/4" wafer head screws
-use screws every T-0"
6"
/-.LLARGED PLAN DETAIL -TYP. ESCUTCHEON COVER
SCALE: 3'- I'
ENLARGED SIDE DETAIL-TYP. ESCUTCHEON
5 SCALE: 3'-1'
uvsoe HOW
Gable
A VISUAL
SOLUTIONS
COMPANY.
7440 Fort Smallwood Road
Baltimore, Maryland 21226
e00.e 54.0568
Rio Hill Shopping Center
aAOEat4te
Rosenthal Properties, LLC
rmisonE
Charlottesville, VA
m�wwn nn! a•�lv me
ml«
9/26118 GG
GG
M+YMM MK MI} W fdM
�0ltQ4r
UaN,YfM4PWWlet"a
Ile RA
rle"Yei Oellln MaeWal
eel +M
IIMCeI
Ilter lYMbuIItlIM•1
M1
IIYM laywlene lwaw
I.
e1eM0Mwr
S
QW MM
04f
tdesxls4le
Goraenelrtoee
h DM
omwflabaM1ef![Ip
MwalW nNeMs
1.o
1.1
IM1reM!lmt,
al"MM ee•n�"+� w,rm r••�s
R• 10
w
E K, MURDOCH
Lic. No. 50214
Aw"Do roenDlnwr
VA PE Lad. 0402ON214
rm.nn,•.
D/F Illuminated ID Pylon
I Arch. - Bottom Frame Detail I
_..--- MN W NO. I 1AS%NU cl'.
Asd ngns Im Wed mNO: a d"`9$ me me vr,.�M dl exec. 79128.2 173612 1
A^copyrphta reee ved.No Cop mvanenti65pne. reprddemun6 or
a6mronmmanip.�§lion many poledn of mess tlrevdnyamwho6dr �n pen DWG. NO, SHEET
areroba made wimwl me aryreaa women petmiesbnmcebe 0602MRO A-101
AFPRDVCb AN3
WNM ti
Listed Simi or Sim Section 600.3
"AN electric signs shall be listed &
Irwailed in conformance with that
Isttig
-Channel Letters with LED's, power
supply and a disconnect switch
-Acceptable for wet, damp or dry
locations.
■ EXTERIOR
❑ INTERIOR
CLASS 2 POWER SUPPLIES THAT HAVE NO PROVISIONS FOR
ATTACHMENT OF EQUIPMENT GROUND ON THE LINE SIDE
OR SECONDARY SIDE REQUIRES A METAL ENCLOSURE
LED CIRCUITS FOR SIGN LETTERING PRESENTLYARE
GENE RALLYAL DC. BECAUSE OFTHIS, MANY LED COMPONENT
MANUFACTURERS ARE USING BLACK WIRE FOR THE GROUND,
WHITE FOR NEGATIVE OR NEUTRAL SIDEAND RED FORTHE
POSITIVE SIDE. READ POWER SUPPLY INSTRUCTIONS CAREFULLY.
THE NEC 2005 ELECTRIC CODE ARTICLE 250, ARTICLE 600
AND ARTICLE 725 REQUIRE THAT ALL NON -CURRENT CARRYING METAL PARTS
NCLUDNG THE METAL LETTERS OF SECTION SIGN MUST BE GROUNDED.
THIS INCLUDES LOW VOLTAGE CIRCUITS OF LED ILLUMINATED SIGNS.
MAKE SURETO READ AND UNDERSTAND THESE SECTIONS PRIOR TO INSTALLATION.
(—,,_ELEVATION DETAIL
SCALE::/2'- I'
.a
standard GABLE white LED modules
-qty: 46 per side (92 total) ,
.063" alum. panel for mounting �
1
LED modules (pre -coat white)
0
A VISUAL
standard GABLE white LED modules SOLUTIONS
-qry: 168 per side (336 total) COMPANY.
"qry: 428 for entire sign- 7440 Fort Smaiiwoad Road
eattimore. Maryland 21226
600.854.0S66
I Rio Hill ShODDine Center I
Mini Of RECORD SEI SONARIWEATE:
NOTE: Landlord to bring power out to sign
location after GABLE Installs sign & customer's
EC. to make final connecUons'
qty. (7) H60W-PPSE (IP67) power supplies
weatherproof disconnect switch (by GABLE)
*located on same side as highway
(PM to confirm location)-
1/2" dla. PVC electrical conduit
by owners' electrical contractor;
coordination & location on site
by PM
NOTE: The level of Illumination provided by the LED lighting will not exceed the
Illumination produced by a single stroke of 30 miiliamp (ma) neon.
one (1) 20aoi 120v dedicated circuit brought to sign by owner's E.C.
'feed direction to switch & coordiation by owners E.C.•
RE.UMM6mla I rs wrtwe
DRICG I Deniiiesx D/F Illuminated ID Pylon
Electrical
Aidesgnsiodxeledb nose drawings are Ne RropeM al Gaee. +��-�
Acco—ulstim ofa,y portion fthese dra ,ngsirududansm DY/G.NO. SHEET
eecnsr.t �ines wthany potion al lhesedrpe'nssin w14eoli par(
areLonarRadew;owmmearpresswdtlanpermieaaRacas� 0602MR0 E-500
AFFQVFD YF12 9P-F>
IIJNt I f 11 /1-T