HomeMy WebLinkAboutPROJECT INFORMATIOND ETA L
2--X 2 X 1/t$ ANULL-W/ - -- - 2" X 3" X 1/8" ANGLE W/
X 2" X 1/8" ANGLE W/ (3) #14 S.M.S. EA. FACE e . (3) #14 S.M.S. TO TOP CAP
#14 S.M.S. EA. FACE ,
/8" ANGLE W/
(3) #14 S.M.S. EA. FACE
D ETAI L
TOP CAP
2X2X.093
ALUM. POST
�I � 3/4" PICKET
BOTTOM CHANNEL
TOP MOUNTING
N SURFACE (IYP.)
SECTION A -A
V 2X2X.093
ALUM. POST
3.5" DIA. CORE DRILL.
3" POST TO BE SET W/
MIN "HARD -ROC" OR
EQUIVALENT.
,�— EXIST. CONC.
ELEVATION
( IN -DECK OPTION)
By
99G'.opFAMW
(2)-1/4" X 1 3/4" TAPCONS
W/1 1/2" MIN. SEPERATION TO
CONC. -OR- (2)-#12 X 2"
LG. SCREWS TO WOOD
DETAIL Q
DETAIL D
2.0
2.625
188 D
.093 0
CV
N
.06
AOPENING BETWEEN 3/4" TOP CAP
PICKETS MUST REJECT
A A 4" DIA. BALL (TYP.)
00
TOP CAP z C 2.0ci
CD
0
0 0 o SNAP CAP PLATE
z
X X N 0
X X X
N N 1.75
a
N
05
� DIP..
4'-0' 'MAX. V-0" MAX. 4'-0" MAx. BOTTOM CHANNEL
3"MIN.
A
2X2X.093
4"X4"X7/4" THICK
ALUM. POST
ALUM. SIDE PLATE W/ 1/4"
(2)-3/8" X 2 1/2"
LG. TAPCONS TO CONC.
c,.
N
M..
2" MIN. FROM
EXIST. CONC.
EDGE TO BOLT
I 4"' • 1
PLAN
SIDE -MOUNT OPTION
4"X4"X1/4" THICK —
ALUM. SIDE PLATE W/
(2)-3/8" X 2 1/2-
LG. TAPCONS TO CONC.
5"X5"X1/4" THICK
ALUM. BASE PLATE W/
(4)-1/4" X 1 3/4" =
LG. TAPCONS TO CONC. (o ® 2X2X.093
s ALUM. POST
1 /4"
EXIST. CONC. �`.: ., �' z•'
3" MIN. FROM
EDGE TO BOLT
PLAN
( SURFACE -MOUNT OPTION)
2X2X.093
r- 2X2X.093 5"X5"X1/4" THICK ALUM. POST
ALUM. POST ALUM. BASE PLATE W/
1 v LG) TAPCONSITO/CONC.
2" MIN. FROM
=N ? EDGE TO BOLT
1• — EXIST. CONC.
4:
ELEVATION
SIDE -MOUNT OPTION
3" MIN. FROM
EDGE TO BOLT EXIST. CONC.
ELEVATION
( SURFACE -MOUNT OPTION)
SNAP POST
1.8
.,se Du
SNAP POST PLATE
0; "
o� M062
PICKET
NOTE:
GUARDRAIL IS DESIGNED TO RESIST A LOAD
OF 50PLF OR 200LB CONCENTRATED LOAD
APPLIED IN ANY DIRECTION AT THE TOP RAIL
AS PER FBC 1618.4.6.1 AND 1618.4.6.2
GENERAL NOTES:
1. THIS GUARD RAIL IS DESIGNED TO COMPLY W/ THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE 2017 EDITION AND IS DESIGNED FOR USE
UP TO 150 FEET UP ABOVE GRADE.
2. IT SHALL BE DETERMINED THAT THE EXIST. STRUCTURE CAN SAFELY
SUPPORT A LOAD.
3. CONC. SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 2500
P.S.I. IN 28 DAYS
4. ALL ALUM. EXTRUSIONS SHALL BE OF ALLOY 6063 TEMPER T-6
UNLESS OTHERWISE NOTED.
5. ALL CONNECTIONS SHALL BE MADE W/ # 10 SHEET METAL SCREWS
1 1/2" LONG UNLES OTHERWISE NOTED
6. ALL UNSPECIFIED CONNECTIONS TO BE 1/4" FILLET WELD ALL AROUND.
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