FAQ

18.00
(max)
18.00
(max)
Treads - by others
Risers* - by others
*not shown for clarity
*if applicable
JS
DO NOT SCALE DRAWING
SHEET 1 OF 1
NDA
UNLESS OTHERWISE SPECIFIED:
SCALE: 1:24
REV
A
SIZE
TITLE:
NAME
DATE
MFG APPR.
ENG APPR.
LAST REV.
DRAWN
Natural
Wood
FINISH
MATERIAL
Home Depot Stair Stringer
IN181302
ANGULAR: MACH
84524
8/9/2016
FRACTIONAL
NDA
TOLERANCES:
6.
DIMENSIONS ARE IN INCHES
PROPRIETARY AND CONFIDENTIAL
THREE PLACE DECIMAL
AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF UFP IS PROHIBITED.
Job No.
DRAWING
1
Copyright 2016, UFP Moultrie, LLC
J:\GR_Engineering\80001-90000\84501-85000\84524\Solidworks Files\
8/18/2016
Dwg No.
6.75/10/2x10
UFP Moultrie, LLC
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF UFP. ANY REPRODUCTION IN PART OR
TWO PLACE DECIMAL
BEND
Notes:
Drawing provided for general review at merchant level to determine general 1.
compliance with building code requirements. Site specific design adjustments
may be required, depending on service conditions. A site specific review by a
registered design professional may be required - consult with local building
official for site specific requirements.
++ Maximum 1" average knot size in body of the stringer (below tread blocks). 2.
The continuous section is graded per SPIB grading rules for No. 1 SP.
This design was engineered and/or tested to meet the requirements of the 3.
building code and design loads stated above. Portions of this design may vary
from the guidelines shown in AWC's Prescriptive Residential Wood Deck
Construction Guide.
Retain a qualified 3rd party inspection agency to conduct required quality 4.
control inspections for pre-fabricated components.
The determination of appropriate use conditions remains the responsibility of 5.
the building designer or user/contractor.
Fastening schedule by end user/contractor/building designer.
8/18/2016
++
++
4-Step3-Step
6-Step
Cw = 1.0
++
++
++
Cd = 1.0
Stair Platform Rating
40psf uniform live load
300lbs concentrated load
Code: IBC 2012
5-Step
DRAFT - THIS DRAWING IS NOT FOR PRODUCTION OR FIELD REFERENCE UNTIL A FINAL DESIGN IS RELEASED
2x10 #1 So. Pine
See Note 2
3.66
9.25
5.75
71.83
8.01
60.00
34.02°
39.50
6.75
(typ)
(typ)
10.00
4.41
30.00
40.00
50.00