SIGN-0075-2020 McDonald's SIGN CABINET �„ _ Notes:
DESIGN BY OTHERS 2 -5 ELECTRICALjILLUMINATION
DESIGN BY OTHERS 1, Design Criteria:
Building Code: New York State Building Code 2015
Model Code: IBC 2015
Environmental Code: ASCE 7-10
cr_ -i
o r aaa ALL STEEL SHALL BE
HOT DIP GALVANIZED. Ultimate Wind Speed: 115 MPH Exposure C
TOP VIEW
Category II
OVER
2'_5�>, TURN 1'_1 1j" 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to
placement of concrete. In the event that the stated requirements are not met and conditions appear
deleterious, cease and secure excavation and immediately contact THE CLIENT.
3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf
MENU BOARD per foot of depth. Isolated lateral bearing footings subject to short-term lateral loads and not
DESIGNED BY adversely affected by a J" motion at grade are permitted to be designed using twice the tabulated
OTHERS value of the corresponding soil class.
4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a
competent Professional Engineer. Do not place foundation in fill.
5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi.
6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with
s ASTM 305. Welding of reinforcement is prohibited.
7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion.
`n 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a
minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield
9.8'"x3.9"x0.20" strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36.
s 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS
FABRICATED standards within the past two years.
STEEL COLUMN 37 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts
928" shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All
BASE PLATE COVER high strength bolts shall be tightened using the Turn-of-Nut method unless noted otherwise.
SLOPE TO SHED 1 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation
WATER of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the
installation of this structure is completed using methods that fully comply with OSHA regulations.
_ RADF y deviation from this design ar from any part of this drawing without prior written consent of this
-c-- // / / engineer voids this drawing in its entirely.
\ 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be
\ (3)#3 REBAR 12 O.C. used at any other location.
\\ (3 IN TOP 5" SUPPLIED \\f�
p ' / f = NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE.
_ �/� BY GEN. CONTRACTOR) �/ o
v — McDONALDS'S # 14748 - SINGLE FACE MENU BOARD
W (4)3"fix 44" LONG
Q Cj �aLM I
LLJw Ny s Queensbury, NY
_ ANCHOR ROD W/NUT 364 Dix Ave.,
& WASHER (GALV.) CUENT: AT&T Services, Inc.
308 S Akard Street
; elf' Dallas, TX 75202 USA
2'-0' DIA. 2 -0 DIA.
(4}#5 REBAR , Z / "I-HE K'kCHEI,E GRo l 'P
(EQ. SPACED) s Consulting 1"11grilleers
SUPPLIED BY
GENERAL CONTRACTOR �
FRONT VIEW SIDE VIEW ta�o�5,,lttx„r�rx9�a ,56_31( 711i
/'�(� (+ �/ Thest documents are instrumerds of the Engineers
Suite 1(}ta ]• Slb-34trillQ
MIN. CONCRETE COVER service for use solely with respect to this Project. Voorhies,AJ 090 fit
The Engineer shall retain all common law,statutory
and other reserved rights,including the copyright SHEET BY PROJECT NO.
They are not to be used for any purpose by any T V.E.B. at180451
other party outside of the scope of this wok OF DATE DRAWING NO.
without the specific written consent of the Engineer. 3 2-1 2-201 9 ASCE 7-10
SIGN CABINET Notes:
DESIGN BY OTHERS ELECTRICAL/ILLUMINATION
4'-10" DESIGN BY OTHERS 1. Design Criteria:
Building Code: New York State Building Code 2015
Model Code: IBC 2015
Environmental Code: ASCE 7-10
oa a i i o 0o Q
ALL STEEL SHALL BE
TOP VIEW HOT DIP GALVANIZED. Ultimate Wind Speed: 115 MPH Exposure C
OVERCategory II
4'—10 TUR 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to
placement of concrete. In the event that the stated requirements are not met and conditions appear
$ deleterious, cease and secure excavation and immediately contact THE CLIENT.
3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf
j MENU BOARD per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not
DESIGNED BY adversely affected by a I" motion at grade are permitted to be designed using twice the tabulated
OTHERS value of the corresponding soil class.
4. Foundation shall not be laced on or at the to of a slope exceeding 3:1 without evaluation b a
s
AREA OF SCREEN AREA OF SCREEN
P P P 9 Y
ire WITH BEZEL WITH BEZEL
s competent Professional Engineer. Do not place foundation in fill.
5. Concrete shall be mixed to attain a minimum 28 der compressive strength of 3500 psi.
0.92M EACH 0.92M EACH y P g
[9.9ft] [9.9ft] 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with
ASTM 305. Welding of reinforcement is prohibited.
v-, 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion.
8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a
minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield
strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36.
s 9. Steel welds shall be mode with E70XX electrodes by persons qualified in accordance with AWS
_9.8"x3.9"x0.20" FABRICATED standards within the past two years.
STEEL COLUMN 10, Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts
shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All
BASE ItATE COVER high strength bolts shall be tightened using the Turn—of—Nut method unless noted otherwise.
SLOPE TO SHED 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation
WATER of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the
installation of this structure is completed using methods that fully comply with OSHA regulations.
12. Any deviation from this design or from any part of this drawing without prior written consent of this
%i� / /iN DIE/ / / / f,/i engineer voids this drowing in i#s entirely.
\\\\�(3)#3 REBAR 12 O.C. i� 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be
used at any other location.
a /\\f (3 IN TOP 5" SUPPLIED \�/ \\
� //� BY GEN. CONTRACTOR) \ /� = NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE.
y '�\ McDONALDS'S # 14748 — DOUBLE FACE MENU 130ARD
v ° ° (4)4"Ox44" LONG ° ° w g 0� NEt it \
ANCHOR ROD W/NUT w �� OtAY 0,�, `� 364 Dix Ave., Queensbury, NY
& WASHER (GALV.) ° L CA co � `t CUENT: AT&T Services, Inc.
4 t
t 308 S Akard Street
2'-0" DIA. (4)#5 REBAR 2'-0" DIA. ` % Dallas, TX 75202 USA(EQ. SPACED) ��'� , �? ,r THE K.A CHL I 1 GRt)T T
SUPPLIED BY ConsHltzng Engpileel"S
FRONT VIEW GENERAL CONTRACTOR SIDE VIEW 1000111rile Hoist:Road V:85G3167111
These documents as instruments of the Engineer's Snits 106 F:856-31G7112
3"
MIN. CONCRETE COVER sp.rm for use solely with respect to this sect ��r1���t�,.�t o8f)}',
The Engineer stall retain a8 common law,statutory
and other reserved rights, including the copyright. SHEET BY PROJECT NO.
They are not to be used for any purpose by any 2 V.E.B. at180451
other party outside of the scope of this work DATE DRAWING NO.
without the speck written consent of the Engineer_ 2-12-2019 ASCE 7-10
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Freestanding Sign on north end of lot at entrance 50 sq.ft.to remail _, rs s,,, t , �•,, ,
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r, z;�n�"nascwe-✓ -- /cauarERC�aL/N7ENsnrE/, j Pre-browse Menu Board 8.8 sq.ft. - 1
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