HomeMy WebLinkAboutARB202000126 Certificate of Appropriateness 2020-12-15COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
December 15, 2020
Peter Gropper
Atlantic Coast Signs
PO Box 243
Ruckersville, VA 22942
RE: ARB-2020-126: Auto Zone Signs (061WOO10A00300)
Dear Applicant,
We have reviewed your request for the above -noted signs and have approved the designs for the Architectural Review
Board as illustrated in the attached drawings. Note that the approved channel letter sign drawings are noted as
"CUSTOM". You may consider this letter your Certificate of Appropriateness.
This approval is specifically conditioned on the following:
1. Execution of the design indicated on the final approved plans, attachments, materials, samples, and other
submittal items presented.
2. The approved orange color is Pantone 1585C and the approved red color is Pantone 187C.
3. The backgrounds of the freestanding sign panels must be opaque.
Please note the following:
1. Zoning, building, and other approvals may still be pending for your sign permit. This approval is only for
the Architectural Review Board/Entrance Corridor.
2. This ARB approval is only one approval required prior to installing a sign. An approved sign permit is also
required. DO NOT proceed with the construction or installation of your sign until you have received your
signed permit. If you have questions about the status of a sign permit application, please contact the permit
intake staff at 296-5832.
3. Any changes in the approved design will require a new application and additional review.
4. "Opaque" means that light will not pass through the material. Consequently, the color of the background portion
of the face of the sign will not be visible when the sign is internally illuminated at night. If you have any question
about this requirement for an opaque background, do not proceed with the construction or installation of the sign
until you have spoken with County staff.
If you have any questions concerning this action, please feel free to contact me.
Sincerely,
Margaret Maliszewski
Planning Manager
434-296-5832 x3276
mmaliszewski@albemarle.org
.......................
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34LS CUSTOM FACE LIT CHANNEL LETTERS w/ STRIPES (Qty 1) AZ1CL34-371-5LINT
SQUARE FOOTAGE: 87.5 AZ1CL34-371-5LEXT
30'-10 7/8"
8'-0"
17'-1 3/8"
N
vo o e
FRONT VIEW
SCALE: 1/4"=1'-0"
LED LAYOUT
SCALE:NTS
SPECIFICATIONS
1. 3/16"THK WHITE PLEXIGLAS w/ DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE DP-2 AUTOZONE LETTERS
2. AUTOZONE LETTERS INTERNALLY ILLUMINATED w/ GE TETRA LED
3. 3/16" THK WHITE PLEXIGLAS w/ DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE DP-1 AUTOZONE STRIPES
4. AUTOZONE STRIPES INTERNALLY ILLUMINATED w/ GE TETRA LED
5. 5" PRE -FINISHED .040 BLACKANHITE ALUMINUM RETURNS LETTER LOCKED & RIVETED
TO BACK AND CAULKED / INSIDE OF LETTERS AND STRIPES TO BE WHITE
6. 1" GLOSS BLACK JEWELITE TRIM FASTENED TO LETTERS & STRIPES w/ MINIMUM
#8 SHEET METAL SCREWS PAINTED P-8 / SPACING SHALL NOT EXCEED 18" / NO FEWER
THAN FOUR (4) SCREWS PER FACE
7. WHITEIWHITE ACM BACKS LETTER LOCKED & RIVETED TO RETURN AND CAULKED
8. WHITE ALUMINUM TAB w/ 0 DIGITALLY PRINTED VINYL APPLIED FIRST SURFACE DP-2
9. AUTOZONE REQUIRED MOUNTING HARDWARE: TOGGLE BOLTS -Ell WALLS OR
MASONRY LAGS-CMU/MASONRY WALLS / INSTALLER TO PROVIDE HARDWARE
(REFER TO WALL SYSTEMS w/APPROVED FASTENERS CHART)
COLORSIFINISHES
10. 1/2" FLEXIBLE CONDUIT/ GREEN FIELD
0 P-7 SW 6091 RELIABLE WHITE
11. 1/4" DIA WEEP HOLES
P-8 GLOSS BLACK
12. 120V-20 AMP PRIMARY ELECTRICAL CONNECTIONS /TO BE MADE BY LICENSED
0 DP-1 PMS 1585C
ELECTRICAL CONTRACTORS
13. UL APPROVED ELECTRICAL SHUT OFF SWITCH
DP-2 PMS 187C
14. TETRA POWER SUPPLY MOUNTED TO BOTTOM OF TRANSFORMER BOX
15. INTERIOR RACEWAY AS NEEDED: 4" x 5"H x.063 WHTIWHT ALUMINUM BREAKFORMED
INTERIOR TRANSFORMER BOX w/ REMOVABLE FACE / PAINTED P-7
NOTES
-ALL VISIBLE SCREW HEADS & POP RIVETS PAINTED P-8
5'
2" GAP IN BACK PANEL
TO ALLOW ACCESS TO
ELECTRICAL WHIPS
15
NIGHT VIEW
SCALE:NTS
..
12
`1
4'
13
OC I0�' U
I' IMOR
14
N sale
9
MUM 30111
THIS SIGN IS INTENDED TO BE INSTALLED
FASCIA SECTION DETAIL
SCALE: NTS
OF ARTICLE 600 OF THE NATIONAL ELECTRIC
CODE AND/OR OTHER APPLICABLE LOCAL
CODES. THIS INCLUDES PROPER GROUNDING
AND BONDING OF THE SIGN.
WALLSYSTEMS
APPROVED FASTENER
318 THREADED ROD I HRU•BOLT
WOOD, CONCRETE BLOCK OR EIFS
wl NUT & WASHER
318" THREADED ROD THRU•BOLT wI I
METAL OR EIFS
TOGGLEANCHOR
CONCRETE, MASONRYAND BRICK
��dr,,p1
318"CIA. LAG wl 318"SHIELD &WASHER .:,�.�y
• EMBED A MINIMUM OF 3"
111tR$
318' CIA RED HEAD LARGE DIAMETER
TILT -UP CMU -EMBED A MINIMUM OF 3"
TAPCON FASTENER
'FOR ALL OTHER WALL CONDRIONS NOT LISTED ON THIS APPROVED FASTENER SCHEDULE, INSTALLER IS TO DETERMINE
A SUITABLE METHOD OF ATTACHMENT FOR SIGNAGE AND OBTAIN APPROVAL FROM JONES SIGN.
IF INSTALLER IS UNSURE OF A METHOD, JONES SIGN MUST BE CONSULTED. FOR ALLATTACHMENT METHODS, INSTALLER
MUST ADHERE TO GUIDELINES ON USE AND SITE PREPARATION RECOMMENDED BY FASTENER MANUFACTURER
JONES SIGN
Your Vision. Accomplished.
WWW.JONESSIGN.COM
J013#231685-114
DATE: 12.28.2018
DESIGNER: Jenee Sotka
SALES REP: Mike Bjorklund
PROJ I Sand Mansfield
Y
REV I DATE I BY DESCRIPTION
CLIENTAPPROVAL DATE
`` 1®
�iO■O
Site#6464
CHARLOTTESVILLE, VA
SHEET NUMBER
, 01.11,9 ,5 REVISED TO WET SO Fr REQUIREMENTS
3 °"°'° TS UEDATE RED&Ol C
3 03.0I30 i5 REDAIE REDION 1MM MENT TO RA$GNLWIS PER Cry /ODC Ii'1563i'RSLETTERSETS /
REMOVE aPTlox i MCNUMEfIT
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s 99.99m nc
6 00.00m ne xxne
S 9a99m ne ncec
e °B.°Bm nc ncxx
LANDLORD APPROVAL DATE
OC
SIGN PHASE: CONCEPTUAL
This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of
JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign. JON ES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale.
34NS CUSTOM FACE LIT CHANNEL LETTERS w/o STRIPES (Qty 1) AZ1CL34-205-5LINT
SQUARE FOOTAGE: 48.5 AZ1 CL34-205-5LEXT
17'-1 3/8"
N
vo o e
FRONT VIEW
SCALE: IIC=1'-0"
LED LAYOUT
SCALE: NTS
SPECIFICATIONS
1. 3/16" THK WHITE PLEXIGLAS w/ DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED FIRST SURFACE DP-2 AUTOZONE LETTERS
2. AUTOZONE LETTERS INTERNALLY ILLUMINATED w/ GE TETRA LED
3. 5" PRE -FINISHED .040 BLACKANHITE ALUMINUM RETURNS LETTER LOCKED & RIVETED
TO BACK AND CAULKED / INSIDE OF LETTERS AND STRIPES TO BE WHITE
4. 1" GLOSS BLACK JEWELITE TRIM FASTENED TO LETTERS & STRIPES w/ MINIMUM
#8 SHEET METAL SCREWS PAINTED P-8 / SPACING SHALL NOT EXCEED 18" / NO FEWER
THAN FOUR (4) SCREWS PER FACE
5. WHITE(WHITE ACM BACKS LETTER LOCKED & RIVETED TO RETURN AND CAULKED
6. WHITE ALUMINUM TAB w/ 0 DIGITALLY PRINTED VINYL APPLIED FIRST SURFACE DP-2
7. AUTOZONE REQUIRED MOUNTING HARDWARE: TOGGLE BOLTS-EIFS WALLS OR
MASONRY LAGS-CMU/MASONRY WALLS / INSTALLER TO PROVIDE HARDWARE
(REFER TO WALL SYSTEMS w/APPROVED FASTENERS CHART)
8. 112" FLEXIBLE CONDUIT/ GREEN FIELD
9. 114" DIA WEEP HOLES
COLORSIFINISHES
10. 120V-20 AMP PRIMARY ELECTRICAL CONNECTIONS /TO BE MADE BY LICENSED
0 P-7 SW 6091 RELIABLE WHITE
ELECTRICAL CONTRACTORS
P-8 GLOSS BLACK
11. UL APPROVED ELECTRICAL SHUT OFF SWITCH
DP-2 PMS 187C
12. TETRA POWER SUPPLY MOUNTED TO BOTTOM OF TRANSFORMER BOX
13. INTERIOR RACEWAY AS NEEDED: 4" x 5"H x .063 WHTIWHT ALUMINUM BREAKFORMED
INTERIOR TRANSFORMER BOX w/ REMOVABLE FACE / PAINTED P-7
NOTES
-ALL VISIBLE SCREW HEADS & POP RIVETS PAINTED P-8
5'
MATERIAL LIST
MATERIAL BREAKDOWN
LED
GEMXRD-W1
Modules
12V P/S
Module
GEMXRD-W1 121 Mod
61 Ft
A
19.0
1
U
13.0
Power
GEPS12-60U-NA
2 Ea
T
10.0
Supply
0
14.0
1
Supply Wire
9409
125 Ft
Z
21.0
Choose one wire
192160004
42 Ea
O
14.0
connector
191600041
42 Ea
N
14.0
End Caps
191600041
38 Ea
E
16.0
2" GAP IN BACK PANEL
TO ALLOW ACCESS TO
ELECTRICAL WHIPS
13
NIGHT VIEW
SCALE: NTS
..
10
`1
i
4"
11
tUJ
12
M sele
7
MUM 30111
THIS SIGN IS INTENDED TO BE INSTALLED
FASCIA SECTION DETAIL
SCALE: NTS
OF ARTICLE 600 OF THE NATIONAL ELECTRIC
CODE AND/OR OTHER APPLICABLE LOCAL
CODES. THIS INCLUDES PROPER GROUNDING
AND BONDING OF THE SIGN.
WALLSYSTEMS
APPROVED FASTENER
318" THREADED ROD THRU-BOLT
WOOD, CONCRETE BLOCK OR EIFS
wl NUT & WASHER
318" THREADED ROD THRU-BOLT wI
METAL OR EIFS
TOGGLEANCHOR
CONCRETE, MASONRYAND BRICK
318" CIA. LAG Al 318" SHIELD & WASHER
• EMBED A MINIMUM OF 3"
3/8' CIA RED HEAD LARGE DIAMETER - --
TILT -UP CMU -EMBED A MINIMUM OF 3"
TAPCON FASTENER
"FOR ALL OTHER WALL CONDRIONS NOT LISTED ON THISAPPROVED FASTENER SCHEDULE, INSTALLER IS TO DETERMINE
A SUITABLE METHOD OF ATTACHMENT FOR SIGNAGE AND OBTAIN APPROVAL FROM JONES SIGN.
IF INSTALLER IS UNSURE OF A METHOD, JONES SIGN MUST BE CONSULTED. FOR ALLATTACHMENT METHODS, INSTALLER
MUST ADHERE TO GUIDELINES ON USE AND SITE PREPARATION RECOMMENDED BY FASTENER MANUFACTURER
JONES SIGN
Your Vision. Accomplished.
WWW.JONESSIGN.COM
J013#231685-114
DATE: 12.28.2018
DESIGNER: Jenee Sotka
SALES REP: Mike Bjorklund
PROJ MGR: Sand Mansfield
y
REV I DATE I BY DESCRIPTION
CLIENTAPPROVAL DATE
`` 1®
�iO■O
Site#6464
CHARLOTTESVILLE, VA
SHEET NUMBER
, 01.11,9 ,5 REVISED TO WET SO Fr REQUIREMENTS
3 °"°'° TS UPDATE REDO C
3 03.0I30 i5 REDAIE REDION 1MM MENT TO RA$GNLWIS PER Cry /ODC l4'1563i'RSLETTERSETS /
REMOVE aPTlox i MCNUMEfIT
4 020BA is REA��TO�
s 99.99m nc
6 00.00m ne xxne
a 9o.99m ne ncec
e °B.°Bm nc ncxx
LANDLORD APPROVAL DATE
OC
SIGN PHASE: CONCEPTUAL
This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of
JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign. JON ES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale.
D/F INTERNALLY LIT MONUMENT (Qty 1) AZ2FS48-96-24L
CABINET SQUARE FOOTAGE: 32
BASE SQUARE FOOTAGE: 48
TOTAL SQUARE FOOTAGE: 80
SCALE: 311° SCALE: 311
SPECIFICATIONS
1. FRAMED CABINET W/ PRE -FINISHED BLKANHT ALUMINUM SKIN
2. 1 1/2' PRE -FINISHED BLKANHT ALUMINUM RETAINERS & DIVIDER BAR
COLORSIFINISHES
3. WHITE POLYCARBONATE FACES
0 P-1 RUSTOLEUM 20-9109 WHITE PRIMER
4. FIRST SURFACE APPLIED 3M TRANSLUCENT VINYL GRAPHICS V-2 / DIGITALLY PRINTED TRANSLUCENT
V-2 3M 3630-22 BLACK OPAQUE VINYL
VINYL APPLIED FIRST SURFACE DP-1, I / FIRST SURFACE APPLIED DIE CUT BLOCK OUT VINYL V-0
O V-4 3M 3635-20B WHITE BLOCK OUT VINYL
5. INTERNALLY ILLUMINATED w/ GE LED STICKS
6. STEEL POLE SUPPORT / PORTION INSIDE CABINET PAINTED P-1 (POLE SUPPORT & FOOTING
DP-1 PMS 1585C
SIZE TO BE DETERMINED PER ENGINEERING
DP-2 PMS 187C
7. THIN BRICK VENEER BASE, FIREHOUSE TUMBLED BRICK- ENVIRONMENTAL STONEWORKS/BY OTHERS
HIGH I VIPW
SCALE:NTS
vJ O N ES SIGN
Your Vision. Accomplished.
WWW.JONESSIGN.COM
JOB#:231685-R4
DATE: 12.28.2018
DESIGNER: Jenee Sotka
SALES REP: Mike Bjorklund
PROJ I Sand Mansfield
Y
REV I DATE I BY I DESCRIPTION
CLIENTAPPROVAL DATE
`` 1®
�iO -O�J
Site #6464
CHARLOTTEBVILLE, VA
SHEET NUMBER
I� ■O
t
f af.ff„ ,s R SEDTOWETWIFTWfN1IREMEfDS
3 ""°'° TS Dm WID&ElUD
3 U5. 6. TS DEDATE RUCK OlUJIGE RA$GNLWIS FERCITY /ODD Ii'1563i'RBtET1ER5ET5/
REMOVE OVTION i MONDMEPD
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s 00.00m nc XXXX
6 ao.'om ax xxxx
S nanom xx xxxx
e oB.onm xx xxxx
LANDLORD APPROVAL DATE
QC
SIGN PHASE: CONCEPTUAL
This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of
JONES SIGN, is forbidden bylaw and carries a civil forfeiture of up to 25%of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale.
GENERAL NOTES:
1. Do Not Guess. Direct all Questions Concerning This Drawing to Elrod Engineering, LLC.(615-890-9405)
2. Do Not Scale This Drawing.
3. Graphics are not to be Reproduced From This Drawing.
4. Structural Steel Plate & Angle Shall Conform to ASTM A36 (Fy (Yield)= 36 ksi).
5. Steel Pipe Fabricated From Plate Shall Conform to ASTM A36 fFy (YIELD)= 36 ksi min.).
6. Steel Pipe not Fabricated From Plate Shall Conform to ASTM A53 Type "E" or "S". Grade "B" or
Equivalent. (Fy (Yield)= 35 ksi min.) Do Not Use Mill Reject Pipe. A53 Type "F" is NOT Permitted.
7. Structural Steel Tubing Shall Conform to ASTM A500 Grade "B" (Fy = 46 ksi).
8. Aluminum Structural Shapes Shall Conform to the Specifications from The Aluminum Association's
Aluminum Design Manual 2015 for 6061-T6;
Square/Rectangular Tube & Round Pipe (Fy.35ksi Unwelded)
Plate and Angle (Fy.35ksi Unwelded)
All Structural Shapes (Welded Fy.15ksi S 0.375" Thick, 11ks! > 0.375" Thick)
9. For welding aluminum, Use 5356 alloy electrodes for 6061 Base Metal.
10. "Legible" Mill Test Certificates, Expressed in "KSI" or "PSI", are Required on all Pipe. All Pipe to
Conform to ASTM A36 or ASTM A53 Type "E" or "S", Grade "B". The Yield Stress Limits are in Place to
Help Ensure the Sign Structure Performs to the Engineered Design. Used Pipe and Pipe for Which Mill
will not Provide Certification will not be Allowed!
11. As Pipe Sections are not Perfectly Round, Careful Shop Fit -Up of the Splice Connections Shall be
Performed. Line-up Markings are to be Provided to Avoid Costly Labor and Crane Charges.
12. Pipe Shall be Considered Ovalled and Unacceptable if the Measured Outside Diameter at any Point
Varies by More Than 2% of the Nominal Outside Diameter as Specified on the Design Documents. Large
Diameter Pipes Should be Braced to Help Prevent Distortion After Fabrication.
13. Pipe with Dimpled Walls, Ovalled Pipe and Bent Connection Elements Shall not be Used.
14. Breach Openings of any Size in the Wall of any Pipe Sections are Strictly Prohibited.
15. All Metal not Specified as Aluminum Shall be Steel.
16. Steel Welding to Conform to Recommendations as Published by The American Welding Society 01.1.
17. Aluminum Welding to Conform to Recommendations as Published by The American Welding Society D1.2.
18. Workmen Who will Perform Welding Operations Shall be Certified for the Applicable Welding Procedure.
19. For welding steel, Use E70 Series Low HydrQgen Electrodes,
20. Fabricated Steel Shall be Cleaned of Mill Scale, Oil, & Other Surface Contaminates Prior to Painting.
21. All Steel, Pipe Sections(Exposed and Embedded), and Splice Connections Must be Primed, Painted and
Allowed to Cure Prior to Shipping to Site.
22. Alteration to any Fabricated Part of the Structure by Use of a Cutting Torch or any Other Means is
Prohibited Without the Consent of the Engineer.
23. The Base Section of Pipe Shall be "Plumb" Before Continuing with the Erection Procedure.
24. Any Holes Cut in Pipe for Handling Must be Completely Filled with Weld Material and Ground Smooth.
25. Cabinet Mounting Bolts to be ASTM F3125 Gr A325. Bolts, Nuts, Flat & Lock Washers to be Zinc Plated
or Hot -Dip Galvanized with Threads Excluded From the Shear Plane. Vendor Shall use a Method For
Tightening Bolts Such That Proper Pre -load is Obtained as Specified by The American Institute of Steel
Construction & The Industrial Fasteners Institute.
(J
ER14EST ROBERTS ALLEY JR.
Lic. No. 04002052279
FOUNDATION NOTES:
1. Concrete shall be Ready Mixed; Designed to develop a minimum compressive strength as stated in foundation
criteria below. Water is NOT to be added to concrete at job site.
2. Reinforcing steel shall conform to ASTM A615 Grade 60 w/Deformations conforming to ASTM A-305.
3. Excavation is to be in compliance with OSHA regulations and shall have a level bottom free of loose soil, water
and debris.
4. Where Extreme Frost Depth is below bottom of foundation, excavate to 6 inches below frost depth and increase
concrete quantity.
5. Bearing Surfaces for foundations should not be disturbed or left exposed during Inclement Weather: Saturation of
the on -site soils can cause a loss of strength and increased compressibility. If construction occurs during
inclement weather, and placement of the foundation is not possible at time excavated, a layer of lean concrete
should be placed on the bearing surface for protection.
6. If rain is expected within 24 hours of completing the concrete pour, the concrete must be covered. If
temperatures are expected to drop below 40 degrees within the next 24 hours of completing the concrete pour,
then concrete is to be covered and protected to prevent heat loss and freezing.
7. The base of pipe section shall be "Plumb" and "Adequately Braced" to prevent movement before, during, and
after concrete pour and left in place until concrete has set.
8. Reinforcing steel shall be free from mud, oil or other nonmetallic coatings that decrease bond.
9. Maintain a minimum of 3" clear distance from face of concrete to all reinforcing steel, unless otherwise noted on
drawing.
10. The base pipe is to be protected with an additional asphaltic coating applied to pipe from 6" below top of
concrete to 12" above top of finished grade prior to concrete pour. Approved brands of asphaltic coatings are
"Gardner Non-Fibered" and "Henry Non-Fibered" asphaltic coating.
11. Bottom reinforcement to be supported w/ concrete block solids no larger than 4"x4".
12. Do not weld reinforcing steel. Reinforcement shall be placed as detailed on the design drawings & "T!ed" securely
to prevent movement during concrete pour.
13. Concrete shall not be placed on frozen ground.
14. Do not cold joint concrete. Foundation must be poured continuously until all concrete has been placed. Concrete
must be poured as a workable mixture with a Slump between 4"-6". All concrete mixing trucks must thoroughly
and completely mix the concrete prior to pouring.
15. Pipe is not required to be filled with concrete.
16. Additional water is not to be added to concrete on site. Additional water decreases the strength of the concrete
mixture. Concrete should be rejected in lieu of changing concrete mixture on site.
17. Air Content - Exposure Class F2 & F3:
AGGREGATE SIZE 1¢" = 7%
AGGREGATE SIZE %" = 6%
AGGREGATE SIZE 1" = 6%
18. Vendor should work the top of the concrete to ensure all rock has been covered by cement and top of concrete
foundation is level. Top of concrete may be broom finished.
19. Minimum compressive strength of concrete masonry at 28 days as defined in the ACI 530/ASCE 6 Building Code
Requirements For Masonry Structures shall be f'm = 1,500 psi.
20. Mortar shall conform to the following types as defined in the above referenced Building Code: Masonry in contact
with earth:Type "M" mortar Exterior block walls and bearing walls:Type "M" or "S" mortar.
21. Provide medium -weight ladder -style horizontal joint reinforcement at 16" on center
22. Grout for filling concrete masonry cells shall conform to standard specifications for "Mortar and Grout For
Reinforced Masonry", ASTM C-476, and shall have a compressive prism strength (Fm) = 3,000 psi at 28 days.
The slump shall be between 9" and 11". Where the minimum dimension of any continuous vertical cell is 3" or
less, use fine grout, otherwise use coarse (pea gravel) grout.
23. Mechanical Vibrators Shall be Used to Consolidate Concrete Around Support and/or Reinforcement.
24. Concrete must be allowed to cure for 14 dayl prior to installing remaining stages of structure or sign cabinet(s).
108/2019
POLE, FOOTING, AND MASONRY
BASE PROVIDED AND INSTALLED
BY THE GC
POLE INSIDE CABINET NEEDS
TO BE PAINTED PRIMER
WHITE. GC TO COMPLETE.
GC IS RESPONSIBLE FOR
OBTAINING THE PERMIT AND
REQUIRED INSPECTIONS
FOR THE FOUNDATION AND
MASONRY FOR THE SIGN
ERNEST ROBERTS ALLEY JR.
Lic. No. 0402052279
Q,r
c
N/l�/ZCSh7 ``
8'-0"
STRUCTURE ELEVATION
SCALE: )z" = 1'-0"
DESIGN CRITERIA
Building Code: IBC 2012/ASCE 7-10
Analysis: LRFD—AISC 14th
Chanter 16: Section 1609.3.1
Ultimate Wind Speed Vmt = 110 mph
Nominal Wind Speed V.w = 85.21 mph
Risk Category. I V" = V"it.,0.6
Exposure: C
FOUNDATION DESIGN CRITERIA
et
Sign Co.)
Is
wr
ch
shed Grade
Cap Top of
R
0
0
0
m
Sign Company to Use Experienced Excavation
Crew to Perform Foundation Excavation.
Where Required, Place Electrical
Conduit in Foundation Prior to
Concrete Pour.
4.50" O.D. Pipe
0.337" Wall
Sign Cabinet
(Per Jones Sign Co.)
Grout Fill All
Reinforced Cells
#5 Vertical Rebar
W/Dowels From
Footing to Match
ap 18"
Grade
bar Pipe To Be Held 8— #5 Rebar
9 6" Off Excovation 3'-0" 8'-6' Long
ttom Mat Top & Bottom Mat
STRUCTURE PROFILE
SCALE: V' = 1'-0"
This concrete foundation has been designed in accordance with ACI 318-11
Allowable soil bearing pressure = 2,000 psf. Concrete Shall Develop a Minimum
Compressive Strength of 2500psi in 28 Days.
Verify Site Conditions Prior to Construction
------------------
14 Steel Angle Cope Leg of
& Weld All Around
SECTION A
SCALE: 11¢" = 1'-0"
Cabinet frame
per Jones Sign
42"0 A307 Bolts
(Typical)
RI—n"
Steel Angle
E
t___ _ _____ i
SECTION B
SCALE: 1X" = 1'-0"
Brick Veneer 8" CMU
00 000 OOO
4.50"0 Pipe
0.337" Wall
OOO 000 OO NJ OOO VOOO
11 000 OOO 000 000 O
O 0
T a
000 000 000 000 000 000 000
000 0 0 000 000 000
SECTION C
SCALE: 1" = 1'-0"
ERNEST ROBUTS AUr:Y JR.
Lic. No. 0402052279
#5 Vertical Rebar
W/Dowel from
Footing to Match
Cabinet frame
per Jones Sign
Y2"0 A307 Bolts
(Typical)
Grout Fill All
Reinforced Cells
'C,,.