HomeMy WebLinkAboutPLANS 1It
1
_ SPECIFICATIONS
1. POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
REQUIREMENTS OF FLORIDA BUILDING CODE
2010: SECTIONS 424.2.17. 1.1 THROUGH 424.
2.171.10 AS APPLICABLE AND EXPOSUREIIDR.
tVATTR-T4C WPffV—MD,BALCONY RAIUNGS
COMPLY WITH SECTION 1607.7 OF FLORIDA
BUILDING CODE 2010.
2. ALL ALUMINUM EXTRUSIONS SHALL BE
6W1-T6. ALL SHOP WELDS SHALL USE 6356
FILLER MATERIAL WITH 3116IN. FILLET WELD
U.N.O. ALL MECHANICAL CONNECTIONS SHALL
BE MADE WITH 910 SHEET METAL SCREWS 1
17 LONG U.N.O.
3. POST INSERT AND POST SHALL BE SHOP
WELDEDTO BASE PLATE
4. POST INSERT SHALL EXTEND 21"ABOVE BASE
PLATE.
5. POST INSERT SHALL BE USED ON 2IM FLOOR
AND ABOVE APPUCATIDNS. MAX RNUNG
HEIGHT FOR THIS APPLICATION SHALL BE 44°.
6. GROUND FLOOR APPLICATION SHALL NOT
REQUIRE POST INSERT.
7. CONCRETE SHALL DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI IN 28
DAYS.
8. POOL BARRIERS DETAILED AND SPECIFIED ON
THIS DRAWING ALSO COMPLY WITH FED
R4101.17(RESIDENTIAL).
R'1 RAILING EMBED TO SOIL
R_a SCALE NTS
4
TOPCAP
SNAP CAP PLATE
� SNAP POST
I
dL9J'S AND, ALL PRCPOSSD WORK
SUBJECT TO ANY CoaflE..CTIOPdS
IBA BY PIELD RdSPFCX1�3 THAT C
1 BE NE'CESSA'AY IN atL-" TO
L Y WITH ALL APPLICABLE CODES.
EMBED 143EAM POST
INSERT MIN 21'
CORE DRILLEXIST.
CONC- 31¢ GA AND
FILL W/QUICK-ROK OR
EQUAL
CP'2 (LING EMBED TO EXISTING CONC. SLAB
CR_1 SCALE NTS
REVIEWED
FOR COMPLIAN
E
tz.00BI
REVIEWED BY
Ux
DATE
TOP CAP
PLANS AND PER
IT
0.125
MUST BE KEPTIppUS'I' BE KEPT ON�B
OROR
NOTE: RESIDENTIAL POOL BARRIER TO BE
4B MIN. ABOVE GRADE.
z.413 2'7¢" VERTICAL POST
NO 1NSPECTiON WILL
E MADE
(FBCb
TER THAN 60INCH
HEIGHT RAIL USE 1
TOP CAP SPLICE Zit
PICKET OR ADDMONAL HORIZONTAL
I —H
CHANNEL TOP CAP
SNAP POST
PICKET
10.125
ElBOTTOM
CHANNEL
3/4" PICKET 1" PICKET
.062 .062
PICKET
WELD RAIL EXTRUSIONS
OPENING
SCALE:NTS
TO BE
LESS THAN
41NCHES
L`M
TOP CAP
WALL MOUNT
BRACKET
0
BOTTOM
CHANNEL
WALL MOUNT
BRACKET
RAILING TO BUILDING MOUNT
SCALE MS
t2.o6ot
7T
72
1 2
1
�1 LL U-1
TOP CAP SNAP POST
t
�r
tLODILt k7954
fi
SNAP CAP PLATE SNAP POST PLATE
8'0' MAX POST SPAGNG
(RESIDENTIAL POOL BARRIER)
BOTTOM
4' 6"MAX POST SPAGNG
(BALCONY RAIUNGS)
CHANNEL
3/4" PICKET 1" PICKET
OPENING TO BE NOT
BOTTOM CHANNEL .040 .040
MORE THAN 21NCHES
:MECHANICAL RAIL EXTRUSIONS
R� TYPICAL RAILING ELEVATION
SCALE: NTS
R_1 SCALE NIS
NOTE
HEIGHTBWAOTHOFGATETO SCAN14ED
BE DETERMINED BY RAIL HEIGHT BY
St. Lucie County
R-3 TYPICAL GATE ELEVATION
SCALENTS -
CONcun REM ARATfACHum
}2.000{
1
ro.100
2.0m
1.750 OD
i-
SNAP POST
ST IN 4
POST INSERT
SNAP POST PLATE
HR4
HR2
44'HEIGM POST 21°HEIGHT
POST INSERT
SHOPDIA HOLE
WELD 1
BE PLATE
(1375��'000�
ELEVATION
BASE
POST PLATE
(4)1W X 2 1W
CONCRETE
SCREWS
ALT. MOUNT TO EXIST. CONC. SLAB
SCALE NTS
w
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z Ll
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LLJ
CO LU
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11. 77 K
SHEET NO:
R-1