10-16-001INTERIOR I'
STAIR HANDRAIL FRAMING PLAN
SCALE: 1/2' - 1' -0'
11/2.
SO jr) BAR 5 /e's X436 STEEL
TWO 149 WOOD SCREWS
(3V2'LONG)
ONE 149 WOOD SCREWS
V4 (3V2'LONG)
A36 if_' /4'X3�/2'0
UJOOD PLANK 2'X8'
DRYWALL FTHEE STUDS
SODURN PIN "2
31/2-0 WOOD
BLOCK FILLER
SOUTHERN PINE 02
WALL BRACKET DETAIL
SCALE: 3' - I'
STRUCTURAL NOTES
OA STEEL (C1010) A2S 21/4' DIXIE CAP W/
CHANNEL I' /4'Xl4'X'/a'
OFLORIDA BUILDING CODE 2001
P = 200 • TOP OF RAIL OR
w - 50 PLF TOP OF RAIL
GORAILING MANUFACTURER SHALL VERIFY
ALL DIMENSIONS PRIOR TO FABRICATION
11140
O
HANDRAIL ELEVATION
SCALE: 3 /4' = I' -0'
BRACKET
P.
EXTERIOR ALUM_
0 W/ LOUVERS W/ LOUVERS 6
1
BALCONY
CONCRETE EMBEDMENT DETAIL
SCALE: NOT TO SCALE
RAILING FRAMING PLAN
Scale: 1/4' =1' -0'
42' HIGH RAILING
W/ LOUVERS
I 4' -6' 4V2'[[ L L4V2' 4' -6' 4V2
METAL SCREWS I' LONG
FLAT HEAD
O
V,
RAILING FRAMING PLAN
Scale: 114' =1' -0'
4 . - - - -
COVERED TERRACE
8' -6' HIGH LOUVERS 42' HIGH RAILING V -6' HIGH LOUVERS 42' HIGH RAILING
/ LOUVERS 42' HIGH RAILINL'2'- W/ LOUVERS
W/ LOUVERS
2� -1� qi /�� i1' 41 /2.
� itl
I- 4V,i' 4' -6' 41/2' L L [411/12 � 4' -6' 02' �[41'2' 4' -6' 4vz' 02' 4' -6' 02' 02' 4' -6' 02'
RAILING FRAMING PLAN
5ca le: V4' =1' -0'
STRUCTURAL NOTES EXTERIOR RAILINGS
AO (6061 -T6) ALUMINUM TUBE 3'X3'XVa'
!� (6063 -T5) ALUMINUM TUBE 3'X3'XVa'
O (6063 -T5) ALUMINUM TUBE 3'X3'XVe'
O (6063 -T5) ALUMINUM LOUVER 4'XI'X0 .0625'
O (6063 -T5) ALUMINUM B 1/4'X3'X2' -10'
FO 160(o3 -T5) ALUMINUM 112 V4'X3'X8' -03/4'
O(6063 -T5) ALUMINUM fE 1 14'X6'XI112'
WITH TWO 1/4'0 TAFICONS
OROCKITE ANCHORING HYDRAULIC TYPE CEMENT
BY HARTLINE PRODUCTS CO., INC. WITH A
COMPRESSION STRENGTH OF 8000 1051 AT THE
END OF 1 DAYS OR APROVED EQUAL.
ORAILING MANUFACTURE TO VERIFY ALL DIMENSIONS
AND ELEVATIONS IN THE FIELD PRIOR TO FABRICATION.
O FLORIDA BUILDING CODE 2001
P - 200 • TOP OF RAIL OR
w - 50 PLF TOP OF RAIL
p = 25 P5F ON SURFACE OF PICKETS
WIND SPEED 146 MPH
RAILING ELEVATION
SCALE: V = 1' -0'
A PROVED BY-
/Z
���-
�
SCALE: V = 1' -0'
k
j �— • � 3 1 i
1 �
4
,4j'
4' -8. 4
. 4i /z. 4, -6,
41/2 .
1 \-42'
HIGH RAILING
42' HIGH RAILING
5'
0 W/ LOUVERS W/ LOUVERS 6
1
BALCONY
CONCRETE EMBEDMENT DETAIL
SCALE: NOT TO SCALE
RAILING FRAMING PLAN
Scale: 1/4' =1' -0'
42' HIGH RAILING
W/ LOUVERS
I 4' -6' 4V2'[[ L L4V2' 4' -6' 4V2
METAL SCREWS I' LONG
FLAT HEAD
O
V,
RAILING FRAMING PLAN
Scale: 114' =1' -0'
4 . - - - -
COVERED TERRACE
8' -6' HIGH LOUVERS 42' HIGH RAILING V -6' HIGH LOUVERS 42' HIGH RAILING
/ LOUVERS 42' HIGH RAILINL'2'- W/ LOUVERS
W/ LOUVERS
2� -1� qi /�� i1' 41 /2.
� itl
I- 4V,i' 4' -6' 41/2' L L [411/12 � 4' -6' 02' �[41'2' 4' -6' 4vz' 02' 4' -6' 02' 02' 4' -6' 02'
RAILING FRAMING PLAN
5ca le: V4' =1' -0'
STRUCTURAL NOTES EXTERIOR RAILINGS
AO (6061 -T6) ALUMINUM TUBE 3'X3'XVa'
!� (6063 -T5) ALUMINUM TUBE 3'X3'XVa'
O (6063 -T5) ALUMINUM TUBE 3'X3'XVe'
O (6063 -T5) ALUMINUM LOUVER 4'XI'X0 .0625'
O (6063 -T5) ALUMINUM B 1/4'X3'X2' -10'
FO 160(o3 -T5) ALUMINUM 112 V4'X3'X8' -03/4'
O(6063 -T5) ALUMINUM fE 1 14'X6'XI112'
WITH TWO 1/4'0 TAFICONS
OROCKITE ANCHORING HYDRAULIC TYPE CEMENT
BY HARTLINE PRODUCTS CO., INC. WITH A
COMPRESSION STRENGTH OF 8000 1051 AT THE
END OF 1 DAYS OR APROVED EQUAL.
ORAILING MANUFACTURE TO VERIFY ALL DIMENSIONS
AND ELEVATIONS IN THE FIELD PRIOR TO FABRICATION.
O FLORIDA BUILDING CODE 2001
P - 200 • TOP OF RAIL OR
w - 50 PLF TOP OF RAIL
p = 25 P5F ON SURFACE OF PICKETS
WIND SPEED 146 MPH
RAILING ELEVATION
SCALE: V = 1' -0'
A PROVED BY-
/Z
���-
�
SCALE: V = 1' -0'
k
j �— • � 3 1 i
1 �