HomeMy WebLinkAboutGate Operator Detail1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING
REQUIREMENTS:
— FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020)
— ASCE 7-16
— THE 2015 ALUMINUM DESIGN MANUAL
— DESIGN WIND PRESSURES DERIVED FROM ASCE 7-16 AND PER
FBC SECTION 1609
— ULTIMATE WIND SPEED: 170 MPH
— RISK CATEGORY. II
— EXPOSURE CATEGORY. D
— ASTM F2200: STANDARD SPECIFICATION FOR AUTOMATED VEHICULAR
GATE CONSTRUCTION.
2) EXPANSION BOLTS SHALL BE GALVANIZED HILTI KWIK BOLTS OR
APPROVED EQUAL W/ 4-1/2- MINIMUM EMBED
3) INSULATE ALUMINUM MEMBERS FROM DISSIMILAR MATERIALS TO
PREVENT ELECTROLYSIS.
4) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI AFTER 28 DAYS.
5) SOIL BEARING CAPACITY FOR FOUNDATIONS: EXISTING, ASSUMED TO BE
WELL COMPACTED AT 2,000 PSF
6) FOOTING HAS BEEN DESIGNED PER FBC 1819.7.
7) ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD
RESPONSIBLE OR LIABLE IN ANYWAY FOR ERRONEOUS OR INACCURATE
DATA OR MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE
CONTRACTOR. WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR
AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR
TO CONSTRUCTION.
MINIMUM (4) 1/2"0 GLAV. EXPANSION
ANCHOR W/ 4-1/2" EMBED
EXIST.
±2"
3,000 PSI CONC:
FOOTING
Z(b6 -o3ss
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
®CC
a U
A
O A
.. Q A d
,d
A.. , a d" A
a . G
I-- MIN. 24" X 24" ---I
MEGA ARM
GATE OPERATOR
GATE ARM
(12- MAX LENGTH)
i
GATE DETAIL -
` •• THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY EVAN KENNEDY.
L :Ipl ••�,�P.E.ON 06-10-21 USING ADIGITAL SIGNATURE
C
♦♦�`/�•••�`
♦ • • I PRINTED COPIES OF THIS DOCUMENTARENOTCONSIDEREDSIGNEDAND
Nc 69895 SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
DATE: 06/10/2021
DSGN: E. KENNEDY
pa
�& K E N N DYG, TLANTIS BY THE SEA
:
DRWN: E KENNEDY
N
ENGINEERING,
332 7TH TERRACE
LLC
• • •
;• ST T��F
CHKD: E. KENNEDY
SCALE: N.T.S.
R
BOCA ATON, FL 33486
CA y 29980
• _ 2
OC%�� ••�REMOTE ACCESS MEGA ARM GATE OPERATOR
W/ CONCRETE PAD
DWG. No. 1 of
PH: (561) 573-1679•
EMAIL evankennedylOgmail.com
♦ SALES
�O�S/�r�'u- �,���
A.) r-&- 0_�3�s
GENERAL NOTES:
1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING
REQUIREMENTS:
- FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020).
- ASCE 7-16
- THE ALUMINUM DESIGN MANUAL, 2015 EDITION.
- DESIGN WIND PRESSURES DERIVED FROM ASCE 7-16 AND PER FBC SECTION
1609
- ULTIMATE WIND SPEED: 170 MPH
- RISK CATEGORY: II
- EXPOSURE CATEGORY: D
2) ALUMINUM MATERIAL- SHEET METAL IS 5052-H32 UNDER ASTM B209,
EXTRUSIONS ARE 6063-T5 UNDER ASTM B221, STRUCTURAL IS 6061-T6 UNDER
ASTM 8211 WITH FTY=35KSI AND FTU=38KSI, UNLESS OTHERWISE STATED.
ALUMINUM WELDS WILL USE 5356 ALLOY WITH MINIMUM SHEAR STRENGTH OF
17KS1. ALL WELDING TO CONFORM TO AWS STANDARDS. ALL BOLTS AND
SCREWS IN CONTACT WITH ALUMINUM ARE STAINLESS STEEL A304/A316 GRADE
STAINLESS STEEL
SEE CAMERA/RFID
OPTIONS
RECEIVED
JUN 14.1021
3) ALL MEMBERS SHALL BE WELDED W/ MINIMUM 3/16' FILLET WELD, UNLESS
NOTED OTHERWISE. ALL WELDING SHALL CONFORM TO AISC STEEL CONSTRUCTION
MANUAL 13TH EDITION.
4) INSULATE ALUMINUM MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
5) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AFTER
28 DAYS.
6) SOIL BEARING CAPACITY FOR FOUNDATIONS: EXISTING, ASSUMED TO BE WELL
COMPACTED AT 2000 PSF
7) ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD
RESPONSIBLE OR LIABLE IN ANYWAY FOR ERRONEOUS OR INACCURATE DATA OR
MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE CONTRACTOR. WORK SHALL
BE FIELD VERIFIED BY THE CONTRACTOR AND THE ENGINEER SHALL BE NOTIFIED
OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
permitting Department
St. Lucie County
N
� A
4"X4"XO.125' ALUM. POST
FINISH GRADE
e
z
3,000 PSI CONC.
ca
'L(= -1"355
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
�--- CAMERA
CAMERA DETAIL
SCALE: N.T.S.
, "•'N4`X6' ALUM. PLATE W/
C THRU BOLTS TO POLE
3'X3'XO.125' ALUM. TUBE
2'0 X 0.125" ALUM. TUBE
RFID READER
MAX. 2 SF EFFECTIVE
WIND AREA ATTACHED
TO POLE
RFID DETAIL
SCALE: N.T.S.
.�,1 I.Ky
DIA. MIN. ,i
� 111 ,00nmmfeemexxomoaF DDEa
tit Evan Ken edyI.
,
CAMERA/RFID POLE SEq,�;:•KE,NN���i�
..
• f�. E N • �, THIS REM NA9 BEEN ELECTRONICALLY SIGNED AND SEALED By EVAN KENNEDY,
SCALE: N.T.S. ,,� ••��\ SF••0��� P.E.ONOB-70.2,USWOADIGRALSIGNATIIRE
•
•
j
No 69895
-
+
PRINTED COPIES OF THIS DOCUMENTARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC CO PIES.
DATE: 06/10/2021
DSGN: E. KENNEDY
EN E N N DY
�
= •
�'�
;
TLANTIS BY THE SEA
DRWN: E.KENNEDY
CHKD: E. KENNEDY
NG, LLC
ENGINEERINI
TERRACE
3O
:
i� ;
J
ST�TE_ ?F
SCALE: N.T.S.
BOCA RATON, FL 33486
R TO
CA y 29980
j 2
wj4
�2EMOTE ACCESS
CAMERA/RFID
o
1 1
DWG. No. of
PH: (561) 573-1679
EMAIL• evankennedylOgmalcom
p•��2
s�
��_ s;•• /'£ •%�
SALES
POLE DETAIL
o