HomeMy WebLinkAboutDRAWING - LAYOUTSPECIFICATIONS r-
-'• 1. `: POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE ALT-.::. ,,, E WHEN USING - _-
REQUIREMENTS OF 6TH EDITION (2017) REMOVABLE POST EMBED 1/4"
FLORIDA BUILDING CODE: SECTIONS 454. 2.17. X 0.090 TUBE TOP CAP
""-`1:1'THROUGH 454. 2.171.10 AS APPLICABLE
2. ALL ALUMINUM EXTRUSIONS SHALL BE I
6061-T6. ALL SHOP WELDS SHALL USE 5356
FILLER MATERIAL WITH 3116IN. FILLET WEI n — SNAP CAP PLATE
—UiYO.AtL-MECFI-NICAL—CONNECTIONS SHALL LESS
THAN
BE MADE WITH #10 SHEET METAL SCREWS 1
1/2"LONG U.N.O.
3. POST INSERT AND POST SHALL BE SHOP�fJ���\\``\�/\\� a\\ ! \l�
WELDED TO BASE PLATE. \ /\/ \/ /\/\/` \;%/\`dry" x \� SNAP POST SELF-CL
4. POST INSERT SHALL EXTEND 21"ABOVE BASE �//�/��., A• I \\//�\��� GRAVITY
PLATE. //j/�// _ I ��\%//\BALCONALTERAY BALUSTERS
FOR
5. POST INSERT SHALL BE USED ON 2nd FLOOR EMBEDN BEAM POST
AND ABOVE APPLICATIONS. MAX. RAILING INSERT MIN 21"-
HEIGHT FOR THIS APPLICATION SHALL BE 44".-
6. GROUND FLOOR APPLICATION SHALL NOT //�{/�\//�/ - - - - - - - - - - - - 3/4" F
REQUIRE POST INSERT. . _ _ _ _ _ _ _ _ - _ _ - - ��f/ A\f\ �%� BOTTOM CHANNEL I INCH O
_ _ .7. --CONCRETE-SHALL DEVELOP W MINIMUM, LESS
4y`e COMPRESSIVE STRENGTH OF 2500 PSI IN 28 16 �`4/`/�/j�\I/.
DAYS. MIN. ��f /�\ CORE DRILL EXIST.
8. POOL BARRIERS DETAILED AND SPECIFIED ON �/ _ /\�/ \�/� LY WTH 6TH
CONC. 3 DRILL
1/2" CIA. AND
EDITION (2017) BC R 10THIS DRAWING ALSO 1.17 (RESIDENTIAL). `/ % FILL W/ QUICK-ROK OR
EQUAL
9 FENCES IN BWITH 6TH EDT IOONA 2017) FLORIDA BUILDINGRD COUNTY MUST LY j\\,���\// :o \�/f\\��% J LESS
CODE, SECTION 1616.2.1 FOR HVHZ //��\ f \ ��j J� THAN
MIN.
CONCRETE4 4 i <'
, a a //�f ` FILLED POST
ST.UCIE COUNTY
BUILDINGC\&/f\\//\�j HOLE I,.:I�
FOR COM LIA
REVIEWED B
DATE tzlqtlo
PLANS AND PER IT
MUST BE KEPT ON C
NO INSPECTION WILL. E I
THESE PLANS AND ALL PROPOSED vlonl(
A AE ti + I�tUT IiptANY
rC rlREC i 107��/�y .�qy
Kciuim-Eu B1 Fl-LH 114.'C •ai 3 ifd11 l
r aY DE NIECES;wY IN d DES iQ
,1 = s'I
r O� "RY WITH ALL APPLI �Str CODES. ,
ONCEliLED FASTENERS ORPTACHMUrS
ARE THE RESPONSIBILITY O THE
CONTR4cTOR op bE
TIMM `r r
R-1 RAILING EMBED TO SOIL
R_1 SCALE: NTS
NOTE: RESIDENTIAL POOL BARRIER TO BE
48' MIN. ABOVE GRADE. (FBC#
454.2.17.1.1). FOR GREATER THAN 60INCH
HEIGHT RAIL USE 1 INCH
PICKET OR ADDITIONAL HORIZONTAL
CHANNEL.
6' 0" MAX. POST SPACING
=SIDENTIAL POOL BARRIER)
4' 6" MAX POST SPACING
(BALCONY RAILINGS)
CAP SNAP POST
r3/4" PICKET
R-4 TYPICAL RAILING ELEVATION
R-� SCALE NTS
PICKET
OPENING
TO BE
LESS THAN
4INCHES
\_BOTTOM
CHANNEL
OPENING TO BE NOT
MORETHAN 2INCHES
R-2 RAILING EMBED TO EXISTING CONC. SLAB
R-� SCALE NTS
2.625
TOP CAP
2.413
TOP CAP SPLICE
}2.0001
0
L40.125
2'k2" VERTICAL POST
t2.000#
o
® ® 0.125
3/4" PICKET 1" PICKET BOTTOM CHANNEL
.062 .062
WELD RAIL EXTRUSIONS
SCALE: NTS
\�
TOP CAP
WALL MOUNT
BRACKET
0
BOTTOM
CHANNEL
WALL MOUNT
BRACKET
RAILING TO BUILDING MOUNT
SCALE:NTS
}2.000
P2.468
IU
�
0
1
-- ,
TOP CAP,
SNAP POST
2.000
+1.7954
SNAP CAP PLATE
SNAP POST PLATE
El 1:1
3/4" PICKET 1"PICKET
BOTTOM CHANNEL
.040 .040
MECHANICAL RAIL EXTRUSIONS
SCALE:NTS
NOTE
HEIGHT & WIDTH OF GATE TO
BE DETERMINED BY RAIL HEIGHT
co
O: Z
ly .
........
Tr
w
x 2" POST 11 z
0
ELF -CLOSING z
RAVITY HINGES W
J
Q
z
O
Ln
W
LL
W tD
z
c( C
Z
t1 N
C¢ Ln W
G V
O -'
R-3 TYPICAL GATE ELEVATION
Z ?
�
R-� SCALE: NTS
� � � � N z
a.i
= z
W d
Z
� Lu aa�y �
z
OLLI g
2.0001 F0.100
2.000� 1.750 l
60 U
5 8c
N1vv ,
IISNAP POST POST INSERT SNAP P1.624 HR� PLATE•6
HR4 Cp4n
44"HEIGHT POST
1
21" HEIGHT
POST INSERT
U) W
SHOP I
1/4" DIA. HOLE
0 W Q
WELD 114`
BASE PLATE
.J
Q
I
+--4A00�
W
(�j m F-
0.375
Z (
ELEVATION
% w z
W J
_
m CO Of
SHOP
DRAWN BY
BASE PLATE
"^' WELD
TP
SNAP POST PLATE
SNAP POST ° °
DATE DRAWN
SHOP
09/20/18
4.000
llr WELD
REVISION
POST INSERT
1 -
°
(4) 1/4" x 2 1/4"
Q _
4.000 CONCRETE
SCREWS
Q _
ALT. MOUNT TO EXIST. CONC. SLAB
SHEET NO:
SCALE: NTS
R-1
w
m
O
R
. • '
1 0 0 '
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ae
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SCHEDULE
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LIVING AREA C
13TFLOOR LTMG _ _
2�d FLOOR W WG
LOSBY
DETAIL AREA CALCULATION
1STFLOORLMNG
2T083F
2A. FLOOR LMNG
2&S6 SF
SALCONY(BDRN 4)
71 SF
BALCONY(DINING)
71 SF
BALODNY(ENF:y)
64 SF'
BALCONY (LOUNGE)
1523E
BALGONYMASTER)
121 SIPI
BONUS9TORAGFJGYMMEATRE 2024 SF
ELEVATED DECNIFOOL
1176SF
GARAGE
100&SF
LOBBY
307 SF
OUTDOOR LNMG
4 SF
111GSSF
18T FLOOR PL
SCALE: 1/4'=
RL� BY IDAM
cn
Ln�
1�
170�
Qa
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Jab No.1710110
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