HomeMy WebLinkAboutPLANS 1r
HANDRAIL AND GUARDRAIL
SYSTEM TO BE DESIGNED AND
FABRICATED BY OTHERS)
POSTS TO BE SPACED AT
6'-6' ON CENTER MAX TYP.
EACH HANDRAIL AND GUARDRAIL
POST TO BE ATTACHED TO
WOOD FLOOR STRUCTURE V/
(4) }'x6' LAG SCREWS TYP,
STAIR CONSTRUCTION
AND LAYOUT
BY OTHERS TYP.
STRUCTURE MATERIALS
AND CONNECTIONS BY
OTHERS TYP.
SCANNED
BY
St. Lucie County
ENSURE SOLID WOOD BLOCKING
AT POST CONNECTION
LOCATIONS FOR FULL DEPTH
OF LAGS TYP.
NOTES.
1. HANDRAILS AND GUARDRAILS TO BE MANUFACTURED BY NEXAN BUILDING PRODUCTS PER
DRAWINGS DATED JULY 11, 2017 FOR VANWALL CONTRACTING CUSTOM GLASS JOB NUMBER
L202509,
2. NEXAN BUILDING PRODUCTS IS RESPONSIBLE FUR THE DESIGN AND FABRICATION OF THE
//HANDRAIL AND GUARDRAIL SYSTEM.
(1 NEXAN BUILDING PRODUCTS IS TD ENSURE HANDRAIL AND GUARDRAIL SYSTEM CGMPLIES
`rWIITH 5TH EDITION FLORIDA BUILDING CODE 2014 SECTIONS 1012 AND 1013.
,4 NEXAN BUILDING PRODUCTS TO ENSURE CONNECTION LOCATIONS @! POSTS ARE ADEQUATE
TO PROVIDE REQUIRED CONNECTION STRENGTH.
I GUARDRAIL AND HANDRAIL SYSTEM TO BE DESIGNED TO RESIST A 200N CONCENTRATED LOAD
ND A 50N LOAD OVER A SQUARE FOOT AREA APPLIED IN ANY DIRECTION.
6. CONTRACTOR TO VERIFY SOLID BLOCKING AT ATTACHMENT LOCATIONS FOR GUARDRAIL AND
HANDRAIL POSTS.
7. ATTACHMENT LOCATION FOR LAGS TO BE PRE -DRILLED TO AVOID SPLITTING WOOD FRAMING
AND BLOCKING.
B. CONTRACTOR TD ENSURE SUFFICIENT DEPTH OF SOLID WOOD BLOCKING TO PROVIDE FULL
LENGTH OF LAGS ARE EMBEDDED IN WOOD FOR FULL PULL-OUT STRENGTH.
`A THIS DESIGN INCLUDES THE STRUCTURAL ATTACHMENT OF PRE -FABRICATED GUARDRAIL
PGSTS AND HANDRAIL POSTS TO THE WOOD FLOOR STRUCTURE DESIGNED BY OTHERS.
GUARDRAIL POST ATTACHMENT
MEADOWOOD CLUB HOUSE
9425 MEADOWOOD DR.
/17
1 OF 1
2.
4.
5.
6.
TES:
PLEASE VERIFY ALL DIMENSIONS AND LOCATIONS.
RAILING TO BE BUILT BY MEASUREMENTS SHOWN
POST ARE 2" X 2" AND BASES 4" X 4".
BASES WILL BE BOLTED ONTO DECK WITH BOLTS
SPECIFIED BY CUSTOMER.
BASES ARE 1" FROM EDGE OF DECK FRAMING
UNLESS NOTED OTHERWISE.
PLEASE VERIFY HEIGHT,COLOR, AND TYPE OF RAI
ALL FASTENERS ARE STAINLESS STEEL.
ALL TOP CAP TO BE CUT ON SITE.
RAILING OVER 6' HAS NOT BEEN LOAD TESTED I
RAILING FAILS NEXAN BUILDING PRODUCTS WILL I
BE HELD LIABLE.
ALL. RAILING DESIGNED BY CUSTOMER MEASUREMENTS.
ANY CHANGES THAT EXCEED 1 HOUR ARE SUBJECT TO
$50.00 PER HOUR BACK CHARGE.
RAILING SYSTEM WILL INCLUDEt
RAIL
A-QTY
(ll-6'-4
1/2'
B.
SLATE
RAIL
RAIL
B-QTY
(1)-1'-0
15/16' B.
SLATE
RAIL
RAIL
C-QTY
(1)-4'-3
5/16'
B.
SLATE
RAIL
RAIL
D-QTY
(1)-3'-9
1/2'
B.
SLATE
RAIL
RAIL
E-QTY
(1)-3'-9
1/2'
B.
SLATE
RAIL
RAIL
F-QTY
(1)-5'-0
5/8'
B.
SLATE
RAIL
RAIL
G-QTY
(ll-5'-0
5/8'
B.
SLATE
RAIL
RAIL
H-QTY
(1)-7'-6'
B. SLATE RAIL
RAIL
I-QTY
(2)-2'-6
1/16'
B.
SLATE
RAIL
RAIL
J-QTY
(1)-2'-6
1/16'
B.
SLATE
RAIL
RAIL
K-QTY
(1)-7'-6
1/2'
B.
SLATE
RAIL
POST WILL INCLUDE,
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
A-QTY
C-QTY
D-QTY
E-QTY
F-QTY
G-QTY
H-QTY
I-QTY
J-QTY
K-QTY
L-QTY
M-QTY
N-QTY
(2)-32
(ll-32
Cll-32
(ll-32
(ll-32
(1)-32
(1)-32
Cll-32
(ll-32
(1)-32
(2)-32
(1)-32
(3)-37
1/2' B.
1/2' B.
1/2' B.
7/16' B.
3/8' B.
3/8' B.
3/8' B.
3/8' B.
3/8' B,
3/8' B,
1/2' B.
1/2' B,
1/2' B.
SLATE
DEAD END POST
SLATE
CORNER POST
SLATE
CORNER POST
SLATE
DEAD END POST
SLATE
DEAD POST
SLATE
END TO END POST
SLATE
DEAD END POST
SLATE
DEAD END POST
SLATE
END TO END POST
SLATE
DEAD END POST
SLATE
CORNER POST
SLATE
CORNER POST
SLATE
DEAD END POST
PLEASE VERIFY ALL
DIMENSIONS AND LOCATIONS.
BRONZE TINT GLASS
GRAB RAIL A
ADDITI❑NAL RAIL WILL INCLUDE;
GRAB
RAIL
A-QTY
(1)
GRAB
RAIL
B-QTY
(1)
GRAB
RAIL
C-QTY
(1)
GRAB
RAIL
D-QTY
(3)
GRAB
RAIL
E-QTY
(1)
GRAB
RAIL
F-QTY
(1)
GRAB
RAIL
G-QTY
(1)
SCANNED
BY
St. Lucie Countv
wxCUSTOMER APPRO,-
TE,
DRAWING)m
z• POST
z-s Iia• / z•-Io•
INFILL RAIL
HEIGHT
TYPICAL RAIL
2
7.
Q
TES: �
PLEASE VERIFY ALL` U21MENSIONS AND LOCATIONS.
RAILING TO BE BUILT BY MEASUREMENTS SHOWN.
POST ARE 2" X 2" AND BASES 4" X 4".
BASES WILL BE BOLTED ONTO DECK WITH BOLTS
SPECIFIED BY CUSTOMER.
BASES ARE 1" FROM EDGE OF DECK FRAMING
UNLESS NOTED OTHERWISE.
PLEASE VERIFY HEIGHT,COLOR, AND TYPE OF RAILING.
ALL FASTENERS ARE STAINLESS STEEL.
ALL TOP CAP TO BE CUT ON SITE.
RAILING OVER 6' HAS NOT BEEN LOAD TESTED IF
RAILING FAILS NEXAN BUILDING PRODUCTS WILL NOT
BE HELD LIABLE.
ALL RAILING DESIGNED BY CUSTOMER MEASUREMENTS.
ANY CHANGES THAT EXCEED 1 HOUR ARE SUBJECT TO
$50.00 PER HOUR BACK CHARGE.
RAILING SYSTEM WILL INCLUDEi
RAIL
A—QTY
(l)-6'-4
1/2'
B.
SLATE
RAIL
RAIL
B—QTY
(l)—l'-0
15/16' B.
SLATE RAIL
RAIL
C—QTY
(l)-4'-3
5/16'
B,
SLATE
RAIL
RAIL
D—QTY
Q)-3'-9
1/2'
B,
SLATE
RAIL
RAIL
E—QTY
(1)-3'-9
1/2'
B.
SLATE
RAIL
RAIL
F—QTY
(1)-5'-0
5/8'
B.
SLATE
RAIL
RAIL
G—QTY
(1)-5'-0
5/8'
B.
SLATE
RAIL
RAIL
H—QTY
(l)-7'-6'
B. SLATE
RAIL
RAIL
I—QTY
(2)-2'-6
1/16'
B.
SLATE
RAIL
RAIL
J—QTY
(1)-2'-6
1/16'
B,
SLATE
RAIL
RAIL
K—QTY
(1)-7'-6
1/2'
B.
SLATE
RAIL
POST WILL INCLUDEi
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
A—QTY
C—QTY
D—QTY
E—QTY
F—QTY
G—QTY
H—QTY
I—QTY
J—QTY
K—QTY
L—QTY
M—QTY
N—QTY
(2)-32
(1)-32
(1)-32
(l)-32
Q)-32
(1)-32
(l)-32
(l)-32
(1)-32
M-32
(2)-32
M-32
(3)-37
1/2' B.
1/2' B.
1/2' B.
7/16' B.
3/8' B.
3/8' B.
3/8' B.
3/8' B.
3/8' B.
3/8' B.
1/2' B.
1/2' B.
1/2' B.
RgtC �l .
t2• � 23•
SLATE DEAD END POST . 2, t1z-
SLATE CORNER POST GRAB RAIL D
SLATE
CORNER POST
SLATE
DEAD END POST
SLATE
DEAD POST
SLATE
END TO END POST
SLATE
DEAD END POST
SLATE
DEAD END POST
SLATE
END TO END POST
SLATE
DEAD END POST
SLATE
CORNER POST
SLATE
CORNER POST
SLATE
DEAD END POST
XXCUST❑MER APPROVE -
PLEASE VERIFY ALL SIGNE
DIMENSIONS AND LOCATIONS. DATE,
BRONZE TINT GLASS PLEASI
WILL
GRAB RAIL A DIMENS
ADDITI❑NAL RAIL WILL INCLUDEi
SCANNED
BY
St. Lucie County
GRAB RAIL D
2 "R
23' P1� l
N T7 N
tV ,\
7'-6•
RAIL
H
6'-4 1/2'
RAIL A
GRAB
RAIL
A—QTY
Q)
GRAB
RAIL
B—QTY
Q)
GRAB
RAIL
C—QTY
(1)
GRAB
RAIL
D—QTY
(3)
2' POST
GRAB
RAIL
E—QTY
(1)
z'-s 1i4' o
GRAB
RAIL
F—QTY
(1)
RAIL
INFILL HEIGHT
GRAB
RAIL
G—QTY
(1)
—1
GRAB
RAIL
H—QTY
Q)
TYPICAL RAIL