HomeMy WebLinkAboutA-322 - STAIRWAY DETAILSGUARDRAIL
SEE FLOOR
PLAN FOR
WALL T/PE
1-12" MIN.
RETURN TO WALL
bbebe
2'-6"X 4'-0" ROOF HATCH
SEE SPECIFICATIONS
/
CONT.
HANDRAIL
/
\
A TYPICAL 1-1/2"
DIAMETER
BOLT STRINGER TO
STEEL TUBING
BLOCKING ANDFLOOR
I ROUND ALLCORNERS
EACH SIDE.
SIDE.
\
AND EDGES
HANDRAIL
7
/
12" TREAD W IDTH
MOUNTING
`- {
\
2
EACH SIDE
BRACKET
_ /
9" DEEP TREADS WITH
MAINTAIN 112"
ALTERNATING RISERS
CLEARANCE AROUND
N
HANDRAIL
STEEL HANDRAILS
TOE
PICKETS INSIDE ONLY
ONLY
GUARD
(TYP)
THRU BOLTS
ELEVATION DETAIL GUARDRAIL @ INTERMEDIATE
LANDING
1" = 1'-0"
is ELEVATION DETAIL HANDRAIL MOUNTED TO WALL1
3/41,= 1'-0"
1-1/2" DIAMETER GUARD RAIL
@ T-6" W/ VERTICAL PICKETS
1-1/2" DIAMETER HAND RAIL @
2'-10" AFF ATTACHED TO GUARD
RAIL (RETURN TO GUARDRAIL)
3/4" SO. PICKETS (12
GA.) @ 4" O.C.
SEALED GONG @ ALL FILLED PAN
LANDINGS & STAIR TREADS (LIGHT
BROOM FINISH)
W
m
NOTE I\
1. ALL POST RAILING & PICKETS TO BE 12GA. OR BETTER
2. GUARDRAIL SYSTEMS SHALL BE DESIGNED AND
CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LBS.
APPLIED AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF
THE GUARDRAIL.
3. THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND
CONSTRUCTED TO RESIST A 200 LB. CONCENTRATED
.,..._... `%A b% A......e-b" ,..... -_ 1Q. AREA AT ANY
RELEASED FOR CONSTRUCTION MEDIATE RAILS OR
Subject to compliance with all regulations
of State and meal Codes
City of Camel ANG
`�vmlUtlBnrJnwJ�L
1
DATE: 07/22/19
6 Stair Handrail - Section2
m 6" = 1'-0"
IIW la 4_131
W
w
K
MC12 x 10.6 STRINGER
FACE OF WALL STUD
4" 4"
5 SECTION DETAIL
3/8" = 1'-0"
2'-1 12"
NOTE:
GG. TO SUBMIT SHOP
DRAWINGS FOR ARCHITECT
REVIEW.
STAIR TREADS
CONCRETE
FILLED PANS (LIGHT
BROOM FINISH)
VINYL NOSING
WALL BEYOND
w
1-1/2" RND 12GA GUARD RAIL
w
@ T-6" AFF W/ VERTICAL
rc
PICKETS.
2"
TELESCOPING HANDRAIL -
FASTEN TO STEEL
STRINGER
EPDM ROOF SYSTEM
EXTEND OVER CURB
ROOF SLAB
SEE STRUCTURAL
ROOF SLAB
SEE STRUCTURAL
3/4- SQ. PICKETS (12GA)
1-1/2" DIAMETER GUARD
RAIL WAIERTICAL
PICKETS
1-1/2" CHANNEL
PRECAST CONCRETE STAIR LAN
PRECAST CONCRETE STAIR LANDING
METAL SLEEVE CAST INTO CONCRETE
4'-0" STAIR WIDTH (SEE PLAN) OUTSIDE FACES OF STRINGERS U
NOTE:
ALL POST RAILING & PICKETS TO BE 12GA. OR BETTER.
/ / 1 SECTION DETAIL STAIR TREAD & RISER
1 1/2" = 1'-0"
CENTERLINE OF STAIR
1 1/2" 1 1/2" 1 1/2"
CENTERLINE OF STAIR
1 1/2" RND 12 GA 1 12"
GUARD RAIL @ T-6"
W/ VERTICAL TREAD
PICKETS
1-12" RND 12GA HAND NOSE
RAIL @ 2'-10" AFF
ATTACHED TO GUARD
NOSE
1-1/2" RND 12GA HAND
RAIL @ 2'-10" AFF
TREAD ATTACHED TO GUARD
RAIL
[n
1 12"
1 112" RND 12 GA
GUARD RAIL @ T-T
W/ VERTICAL
PICKETS
NOSE
TREAD
CLIP ANGLE @ EACH NOTE:
STRINGER ALL POST RAILING & PICKETS TO BE 12GA. OR BETTER 4 12" V.I.F. 4 12"
V.I.F.
( 1 `SECTION DETAIL- BOTTOM LANDING
m 1 1/2" = 1'-01,
3 SECTION DETAIL- INTERMEDIATE LANDING
m 1 1/2" = 1'-0"
/ s PLAN DETAIL STAIR HANDRAIL 0 TOP FLOOR
am az 1 1/21,= 1'-0"
10 PLAN DETAIL STAIR HANDRAIL
1 1/21,= 1'-0"
11 ISOMETRIC HANDRAIL W/ GUARDRAIL
' 112" = 1'-0"
BAS E4
BASE4
2901 CLINT MOORE ROAD, #114
BOCA RATON, FLORIDA 33496
888.901.8008 www.base-4.com
RICARDO J. MUNIZ-GULLIET, AIA
5453 NW 106TH DR
CORAL SPRINGS, FL 33076
Seal:
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Owner:
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THE WITNESS GROUP
600 ENTERPRISES DRIVE
LEWIS CENTER,OH
513.623.9430
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SUITES BY HILTON
CARMEL,INDIANA
PROTOTYPE VERSION-V2.2 2016
REVISION: MAY 2016
DECOR PACKAGE: TRIBECA
ISSUE
NO. DELTA
I ISSUE DATE
DESCRIPTION
1
AO
12019.03.04
ISSUED FOR PEFMR
CURRENT ISSUE
ISSUED FOR PERMIT
CURRENT ISSUE DATE
2019.03,04
DRAWN BY
NP
CHECKED BY
NL
PROJECTNO.
64-134-1705
SHEET NAME
STAIRWAY DETAILS
DRAWINGS NO.
A=322