HomeMy WebLinkAboutGate Operator DetailGENERAL NOTES:
1) 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. G
t2"
3,000 PSI CONC:
2 �v5'03p7 FOOTING
REVIEWED FOR
CODE COMPLIANCE
ST. L.UCIE COUNTY
socc
DATE: 06/10/2021
DSGN: E. KENNEDY
IKENNEDY
DRWN: E. KENNEDY
ENGINEERING, LLC
332 SW 7TH TERRACE
CHKD: E. KENNEDY
BOCA RATON, FL 33486
SCALE: N.T.S.
CA / 29980
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PH: (561) 573-1679
DWG. No. of
EWAII: evankennedylOgmall.com
MEGA ARM
GATE OPERATOR
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ATE ARM
(12' MAX LENGTH)
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MIN. 24" X 24"
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(� -g THIS REM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY EVAN KENNEDY.
L :{pl -. ;01 P.E.ON 06-16Q1 USING A DIGITAL SIGNATURE
V PRINTEDCOPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND
- SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
No 69895
TLANTIS B Y THE SEA
ST�T 2F
REMOTE ACCESS MEGA ARM GATE OPERATOR �
SALES HF/ CONCRETE PAD v
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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 5D52-H32 UNDER ASTM B209,
EXTRUSIONS ARE 6063-T5 UNDER ASTM 8221, STRUCTURAL IS 6061-T6 UNDER
ASTM B211 WITH FIY=35KSI AND FTU=38KSI, UNLESS OTHERWISE STATED.
ALUMINUM WELDS WILL USE 5356 ALLOY WITH MINIMUM SHEAR STRENGTH OF
17KSL ALL WELDING TO CONFORM TO AWS STANDARDS. ALL BOLTS AND
SCREWS IN CONTACT WITH ALUMINUM ARE STAINLESS STEEL A304/A316 GRADE
STAINLESS STEEL
3,000 PSI CONC.
SEE CAMERA/RFID
OPTIONS
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.
210 5 `�3
REVIEWED F R
CODE COMPLIANCE
ST• LUCIE COUNTY
SOCC
Recram"
Permitting pepad"'Ont
St. Lucte County
4°X4'XO.125' ALUM. POST
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12' DIAL MIN.
FINISH GRADE
CAMERA/RFID POLE SEQM11;:.KENiji''
SCALE: N.T.S. �� •�••�� C E N S -: •N
No 69895
CAMERA
*4EEP
CAMERA DETAIL
SCALE: N.T.S.
IA"'X6' ALUM. PLATE UU/
I° 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.
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Evan Kennel
i
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY EVAN KENNEDY.
P.E. ON 06•10-21 USINGA DIGITAL SIGNATURE
PRINTED COPIES OF TMS DOCUMENT ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
DATE: 06/10/2021
DSGN: E. KENNEDY
�■ : ,� • : hLAiVTIS BY THE SEA
L�%IKENNEDY
DRWN: E KENNEDY
E. KENNEDY
ENGINEERING, NG, LLC . •
• •
3N TERRACE i� : STET QF
CHKD:
SCALE: N.T.S.
_
BO RCA AT ON, FL 33486 j S UOO-- 2ll i
CA 0 29900 �j� p•0 REMOTE ACCESS CAMERA/RFID
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1
PH: (561) 573-1679 s SALES POLE DETAIL
S�.SY����
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DWG. No. of
EMAIL evenkennedylOgman.com ��
RECEIVED
MAY 11 2021
r1qrMittiz,,g Department
St. Lucie County
ATLANTIS SOUTH GATE ENTRY SYSTEM
Proposed gate entry motors
(typical of 2) 24v/dc fractional HP
4
Existing 125v/20a
x
branch circuit