HomeMy WebLinkAboutB16-0031_A7.10_1480363200.pdf7
8
1
A7.6
1
A7.7
2
A7.6
2
A7.7
1' - 6"
3' - 1"
3' - 11 3/8"
2" FROM STUD
3' - 8 1/8" 2' - 9" 3' - 9 3/8"
3 3/4"
3 1/8"
3 3/4"
33.2°
R 0' - 3"
2' - 7 1/8"
1' - 0"
5 1/2" 5 1/2"
15/16"
1 1/4"
3 11/16"
3 13/16"
3 13/16"
3 3/4"
1 1/4"
3' - 1"
6" 6"
1"
1"
2"
1' - 1"
SOLID ENGINEERED TREADS. PROVIDE 1/4"
WOOD VENEER TO MATCH WOOD FLOOR ON
ALL (6) SIDES.
STEEL-T TREAD SUPPORTS WELDED
TO T.O. TUBE STEEL STRINGER.
ROUTER INTO SOILD WOOD TREAD
1/2" AND SHIM AS REQUIRED.
STEEL-T ARE SHOWN 1/4" PROUD
OF B.O. WOOD TREAD RE: STRUCT.
8" LONG TIMBER-LOK SCREWS TO JOIN
TREADS TOGETHER. COUNTERSINK AND
PLUGHOLES.
APPLY 1 1/2" STRIP OF BITUTHANE BETWEEN
WOOD TREAD TO PREVENT WOOD ON
WOOD SQUEAKING
BOTTOM STRAP TO PREVENT 6" SPHERE TO
PASS THRU STAIR TRIANGLE PER CODE
1 1/2"W X 1/2"T STEEL
BOTTOM STRAP
PAINTED TO MATCH
WINDOW COLOR.
2 1/2"L X 3 1/2"W X 1/2"T STEEL PLATE
SCREWED INTO STAIR STRINGER AND
BLOCKING W/ FLUSH STAR OR SQUARE
DRIVE HEAD SCREWS FINISHED TO MATCH
STEEL PLATE.
RE: SPEC
3/8" X 3/8" SQUARE
VERTICAL PICKETS @
MAX . 4" O.C.
WOOD TOP OVER 2" X
1/2" STEEL STRAP
1 1/2"W X 1/2"T STEEL TOP
STRAP PAINTED TO MATCH
WINDOW COLOR.
3 1/2"H X 1 1/2"W X 3/8"T STEEL WELDED TO TOP
STANCHION AND BOTTOM NOTCHED OUT A 3/8" X 1
3/4" SLOT TO ACCEPT STANCHION. CUT TOP AND
BOTTOM TO MATCH STAIR ANGLE
TAPPERED 3/8"T STANCHIONS PER
DIMENSIONS SHOWN. EACH STANCHION
WELDED TO STEEL PLATE BELOW.
CUSTOM PATINA FINISH.
RE: SPEC
3/8" STEEL PLATE WELDED TO
THE T.O. STEEL STRINGER.
LASER CUT T.O. STEEL PLATE
TO FIT TO UNDERSIDE OF THE
SOLID WOOD TREADS.
1 1/2"
3"
2 1/2"
2' - 10 3/8"
1/2"
3 1/2"
7 1/2"
7 1/2"
11"
7 3/16" 3' - 1"
6"
7"
7 8
1
A7.6
1
A7.7
2
A7.6
2
A7.7
3 1/8"
2" 11" 7 3/16"
2' - 7 1/8"
3' - 8 1/8"
2' - 10 3/8"
3' - 11 3/8"
2" FROM STUD
5 1/2"
5 1/2"
1/2"
R 0' - 3"
3' - 1"
3 3/4"
3' - 1"
1 1/2"W X 1/2"T STEEL
BOTTOM STRAP
PAINTED TO MATCH
WINDOW COLOR.
2 1/2"L X 3 1/2"W X 1/2"T STEEL
PLATE SCREWED INTO STAIR
STRINGER AND BLOCKING W/
FLUSH STAR OR SQUARE
DRIVE HEAD SCREWS
FINISHED TO MATCH STEEL
PLATE. RE: SPEC
3/8" X 3/8" SQUARE
VERTICAL PICKETS @
MAX . 4" O.C.
WOOD TOP OVER 2" X
1/2" STEEL STRAP
1 1/2"W X 1/2"T STEEL TOP
STRAP PAINTED TO MATCH
WINDOW COLOR.
3 1/2"H X 1 1/2"W X 3/8"T STEEL WELDED TO TOP
STANCHION AND BOTTOM NOTCHED OUT A 3/8" X
1 3/4" SLOT TO ACCEPT STANCHION. CUT TOP
AND BOTTOM TO MATCH STAIR ANGLE
TAPPERED 3/8"T STANCHIONS PER
DIMENSIONS SHOWN. EACH STANCHION
WELDED TO STEEL PLATE BELOW.
CUSTOM PATINA FINISH.
RE: SPEC
6"
6" 33.2°
WIDTH OF STAIR BEYOND
3' - 6"
7 3/16"
2' - 8 1/2"
82.5°
97.5°
WIDTH OF STAIR BEYOND LANDING
3' - 7 1/2"
1"
1" 3 3/4"
T.O. LANDING @ 19' - 1 5/8"
T.O. LANDING @ 16' - 8 7/8"
ALIGN
FACE OF TREAD
AND
VERTICAL
HANDRAIL
SECTION
1' - 6"
5"
3 11/16"
3 5/8"
BOTTOM STRAP TO PREVENT 6" SPHERE TO
PASS THRU STAIR TRIANGLE PER CODE
(1) 4X10 BENT TUBE STEEL
STRINGER
RE: STRUCT
SOLID ENGINEERED TREADS. PROVIDE 1/4"
WOOD VENEER TO MATCH WOOD FLOOR ON
ALL (6) SIDES.
STEEL-T TREAD SUPPORTS WELDED TO T.O. TUBE
STEEL STRINGER. ROUTER INTO SOILD WOOD
TREAD 1/2" AND SHIM AS REQUIRED. STEEL-T ARE
SHOWN 1/4" PROUD OF B.O. WOOD TREAD
RE: STRUCT.
3/8" STEEL PLATE WELDED TO THE T.O. STEEL
STRINGER. LASER CUT T.O. STEEL PLATE TO FIT
TO UNDERSIDE OF THE SOLID WOOD TREADS
8" LONG TIMBER-LOK SCREWS TO JOIN
TREADS TOGETHER. COUNTERSINK AND
PLUGHOLES.
APPLY 1 1/2" STRIP OF BITUTHANE BETWEEN
WOOD TREAD TO PREVENT WOOD ON
WOOD SQUEAKING
6" 7"
PROVIDE BLOCKING AS REQ'D
FOR GWB ON ALL SIDE OF
TUBE STL. STRINGER
6"
3 1/2" 7 1/2"
1 1/4"
3 1/2"
HSS 5X5 STL. TUBE
COLUMN. RE: STRUCT.
Scale
Drawn by
Checked by
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Issue Date
REVISION
1 1/2" = 1'-0"
9/16/2016
10:38:56 AM
A7.10
STAIR
SHEET
BKW
HB
REIMERS
RESIDENCE
03/01/2016
3090
BOOTH
CREEK DR. VAIL, CO
CONSTRUCTION
DOCUMENTS
2
STAIR 6
1 1/2" = 1'-0"
3
Detail 5
1 1/2" = 1'-0"
1
Detail 4
No. Revision Date
Revision
Description
1 APRIL 26, 2016 ASI #1
5 AUGUST 12,
2016
ASI #5
11/28/16