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10:22 AM 7-Eleven#37745 @ 7640 Gall Blvd.,Zephyrhills,FL �, 5/23/2016
<br /> 16'-2'/.'t To Trim ,
<br /> 15'-6'/."
<br /> 16' 12'-10'i 16' �2"
<br /> 12'•2':Cabinels Combined h$� ,�
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<br /> __ — �-� � Holes for 1"bolts
<br /> - " � � 'v 6"x 6"x,25°stl tube
<br /> � _ - welded to plate
<br /> , •— a-� 0 3/4"thick stl,plate
<br /> 1 � ,. :: - - - - - - - --- -� -. � I 4"x 4"x.375 gusset
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<br /> � ' � 6'x 6'x.250'sU square tube
<br /> � { ��, � support(2)feq tl
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<br /> - - - . - - - - . . , GRADE
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<br /> 4'.s" .�,r: I .�� .. ..: ,.. : i _ � Concrele Pad
<br /> � a: �, ,. 12'-2'/.'t Behveen supports � �`. , 1'anchor boits(4)ea footing
<br /> L �I Drilled croncrete footing
<br /> I2 'Di4 a.Fooung 2 'DiA a.FooGng
<br /> 15'-11'Base �
<br /> 16'-2'Concrete pad and Base Trim
<br /> EXTRA BOLTS
<br /> AS SPECIFIED�
<br /> `�-—
<br /> IMBED MIN. 2" II
<br /> FROFd TOP OF� �I.I� II %/ �'�CHOR BOLTS
<br /> FlNSHED CONC. � � — I,
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<br /> ANCHOR BOLTS� ��dp q� �OINTS
<br /> SHOWN ON PLAN)� �i. �• �\ 1 I I I � ��
<br /> I6" MIN
<br /> � ���`� �. ST/T����
<br /> I `�-WELD BOLTS ,...,,
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<br /> TO FR/udE \ .•� . / I
<br /> OUTSIDE OF-� i � � �C ENS ` �
<br /> FOOTING � � ` �•� ���.�. ^
<br /> i �-��z� x �-��2�
<br /> I ANGLE
<br /> � - � : No. 50658 ' * �
<br /> i 6" FROM eorrorn OF FTNG - : 1 � -
<br /> L___________J___ _________ � �` �
<br /> BF°oonnMic°F-� � .p ':� STATE OF . �
<br /> FOOTING ANCHOR/REINFORCE:MENT DETA/L � � •. �c` �� <U��
<br /> NOT TD sca� � � O,t� • GQR�OP,••��G �
<br /> "ALL STRUCTURAL STEEL TO HAVE PROTECTIVE COATING FOR CORROSION PROTECTION '�/�SS� •,•,•,'��\��
<br /> "ALL FASTENERS AND HARDWARE TO HAVE PROTECTIVE COATING FOR CORROSION PROTECTION �// O�L ���
<br /> Existing sign survey provided by the sign contractor and is shown here '� � � � � � ,\
<br /> for design. Contractor is to confirm existing as shown and report any � ALL CONSTRUCTION PLANS SHALL
<br /> descrepencies at once. If existing sign construction does not conform ■ CONFORM TO THE LATEST EDITION
<br /> to the above sketch,then field modifications shall be made. � OF THE FLA.BLDG.AND NEC CODE.
<br /> I H EREBY CERTIFY THAT THIS SIGN
<br /> MATERIALS OF CONSTRUCTION(LTNLESS OTHERWISE NOTED) 293D Drane Field Rd. MEETS THE REq.OF CHAP7ER 16
<br /> aa.Shuctural steel shall be a min a36 F -36 ksi Lakeiand,FL 33811 STH ED.2014 FLORIDA BUILDING CODE
<br /> Y- 863.644.3521 fax 644.3524
<br /> b. Structural steel tubing shall be A-5000,Grade B,Fy=46 ksi. www.dixiesignsinc.com
<br /> c. Structural aluminum tubing shall be 6053,6061,or equivalent,Fy=20 ksi minimum.
<br /> d. Struchual piping shall be A-53,Grade B,Type E or S.Fy=35 ksi. � t v li �thou n gi nal sign tu
<br /> e. Anchor bolts shall be A-307. ��I� I�
<br /> f. Connecrion bolts shall be A-325.
<br /> g. Rebaz shall be ASTM A615 Grade 60. ART STITZEL,P.E.q50658 C.A.27473
<br /> h. Concrete shall be 2500 psi.&Comply w/ACI 301,304 S71TZEL ENGINEERING&CONST.,INC.
<br /> i. All welds min.E70-1/4" 317 W.HIGHLAND DR.#101
<br /> j. ASTM F1083 regular grade sch 40 pipe LAKELAND, FL 33si3
<br /> *Sign data and calculation on back of this sheet apply. PHONe(a53)5o�-aass
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