HomeMy WebLinkAboutPLANSGENERAL NOTES:
1) DESIGN AND CONSTRUCTION SHALL CONFORM TO
THE FOLLOWING REQUIREMENTS:
v — FLORIDA BUILDING CODE (FBC) 2014 EDITION
— FOOTING AND ATTACHMENTS HAVE BEEN
DESIGNED FOR 170 MPH WIND, EXPOSURE C.
2) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,500 PSI AFTER 28 DAYS.
3) SOIL BEARING CAPACITY: EXISTING, ASSUMED TO
BE WELL COMPACTED AT 2500 PSF
4) EXPANSION ANCHORS SHALL BE GALVANIZED HILT]
KWIK BOLTS, OR EQUAL.
1/2 " X 4-1/2" HILTI KWIK BOLT (OR
EQUAL)
EXIST.
DATE: 11/23/2015
DSGN: E KENNEDY
DRWN: E KENNEDY
CHKD: E KENNEDY
SME' N.T.S.
DWC, No. 1 of 1
0
a
SCANNED
BY
St. Lucie Count,
LIFT MASTER CSW24 GATE
OPEDNER
5" MIN. EDGE DIST.
(TYP)
PA
Id e 30" DEEP
o.. od
Teo
a
.a G 6.
�i � .00
h — 24" X 26" 00
LIFT MASTER CSW24
Gs4TE!PIER ELEVATION AND
Y
�• EN O TING
�••�. G SF'• SkT.4.
* No 69895 ;*
KENNEDY = f .. / D__
ENGINEERING, LLC=�
332 SW 7TH TERRACE
BOCA RATON. FL 33486 '
CA # 29980
PH: (561) 573-1679
ENAIL• evankennedylOgmalcom
iv
TE ARM OPENER
AND FOOTING
Pt10.1 I5-R-003
4" X 4" X 11 GA STEEL GATE Val®O B®�`
POST FILLED WITH CONCRETE Cw
� N h
16' MAX C14
1" X 2° X 1/8° w CS
ALUM. CHANNEL TYP.
till
-------- UF 1/8. Typ.
LO
N
W� rn�
2.2 0
1/8" ALUMINUM
GUSSET (TYP. EA ZTV o
�I CORNER) : > Z ~�v+
GATE HINGE
OIF` 2)
C O
J M
mw
- J W p! Q9
Q Atz W(r �
W F i mgo A
r v
..:� ZZ C
Z ��� 47
Q
r
ST• LUCIE COUNTY
W a m
,(PLAN REVIEW z M o a
5" MAX. 1" X 1" X 0.062" �2L �/� w m
3,000 PSI MIN. 1/8" -' ?" O:C• ,{ ;'� �`^•. ALUMINUM PICKET 2" Y w
•a CONCRETE ALU INUM FRAME
4,
MIN" St ` t' BY DATE:
a
Lucie County =TC:
t6" DATE:
GENERAL NOTES: PLUMB,
V-6" 1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: DATE:
MIN. - FLORIDA BUILDING CODE (FBC) 2014 EDITION NIECH: o
- ASCE 7-10
- THE 2010 ALUMINUM DESIGN MANUAL DATE: o
- DESIGN WIND PRESSURES DERNED FROM ASCE 7-10 AND PER FBC SECTION 1609
- ULTIMATE WIND SPEED: 156 MPH
- RISK CATEGORY: I
- EXPOSURE CATEGORY: C
- 807 OPEN SIGN
2) ALUMINUM FENCE IS DESIGNED WED ON 160 MPH WIND SPEED, EXPOSURE C.
3) 6061-T6 ALUMINUM ALLOY SHALL BE USED FOR ALL ALUMINUM EXTRUSIONS, UNLESS NOTED OTHERWISE.
TYPICAL SWING GATE 4) 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.
N.T.S. 5) INSULATE ALUMINUM MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. o
6) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 DAYS.
7) SOIL BEARING CAPACITY FOR FOUNDATIONS: EXISTING, ASSUMED TO BE WELL COMPACTED AT 2500 PSF c
8) FOOTING HAS BEEN DESIGNED PER FBC 1819.7. z
9) GATE SHALL REMAIN IN OPEN SECURED POSITION DURING WINDSTORM EVENTS WITH SUSTAINED WINDS OVER 105 MPH. DATE- 11/20/2015
10) ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANYWAY FOR DSGN: E KENNEDY
ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE CONTRACTOR. WORK DRWN: E. KENNEDY
SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES CHKD: E. KENNEDY
PRIOR TO CONSTRUCTION. SCALE N.T.S.
DWG. No. 1 of 1