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227.17-1-34 AST-0710-2020 - �'
Evans, Scott TOWN OF QUEENSBURY
- BUILDING&CODES
`°. -• 73 Seelye Rd
Dock 665 s.f. and sundeck 560 s.f.
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18 -`' - _''-" '-PRESCRIPTIVE RESIDENTIAL'WOOD DECK CONSTRUCTION GUIDE ,..„,..,,,..-A,..:,-
:
Figure 30. Stair Guard Requirements Figure 31. Stair Stringer Attachment Detail
• 6'0"maximum rim joist or
between posts I outside joist -
stair guard is required for •�;•�••
stairs with a total'rise of �
30'or more,see GUARD ® �
REQUIREMENTS fo{
more information i sloped joist hanger,
minimum download
capacity of 62 "
see JOIST HANGERS
f. •
r for more requirements
stair guard height:'--- ,. o ATTACHMENT WITH HANGERS
34"rrtiri tteasuted .. . l. i
from nosing of step. i
Openings for required guards Onto <Triangular opening shall-
sides of stair treads shall not allow not permit the passage
a sphere:4-3/8"to pass through. of a 6"'diameter sphere.
STAIR HANDRAIL REQUIREMENTS than 6-1/4".Type II rails with a perimeter greater than -
All-stairs with 4 or more risers shall have a handrail on 6-%a"shall provide a graspable finger recess area on both..
at least one side(see Figure 32A)[R311.7.7].The sides of.the profile[R311.7.7.3].All shapes shall have a
handrail height measured vertically from the sloped smooth surface with no sharp corners. Handrails shall
plane adjoining the tread nosing shall be not less than 34 run continuously from a point directly over the lowest
inches and not more than 38 inches(see Figure 30) riser to a point directly over the highest riser and shall
[R311.7.7.1].Handrails shall be graspable and shall be return to the guard at each end(see Figure 33).Handrails
composed of decay-resistant and/or corrosion resistant may be interrupted by guard posts at a turn in the stair
material.Handrails shall be Type I,Type II,or provide [R311.7.7.2].
equivalent graspability(see Figure 32B).Type I shall
have a perimeter dimension of at least 4" and not greater
Figure 32B. Handrail Grip Size
Figure 32A. Handrail Mounting Examples fat-a,
Fasten handrails pet magus tUretreconmeodiations
ian-2n . r
14 min. i°min. 24"max. c A
►F
1110 11'min. • r 1e 5n
A m•�
• min.
liti _f"�E
1111 7xEstacking NONCIRCULAR CIRCULAR RECESSED
1?min." iz.'min. ER311.7.7.3 Type I] [R311.7.7.3 Type II].
of-sr to nosing: Perimeter:4"-64" Perimeter:>64"
ofstairsi Wool
wail.
mien-resistant
guard handrail hardware
post
MOUNTED TO GUARD' MOUNTED TO WALL
American Wood Council
-_- -t'--: `PRESCRIPTIVE RESIDENTIALTWOOD'DEC!(.CONSTRUCTION'GUIDE'�` . °= `--```19
STAIR FOOTING REQUIREMENTS IR4031 REQUIREMENTS),posts may terminate below the
bottom tread elevation.Bolts are only required if a guard
Where the stairway meets grade,attach the stringers to post is required.
the stair guard posts as shown in Figure 34.Posts shall
bear on footings. All footings shall bear on solid ground STAIR LIGHTING REQUIREMENTS iR303.61
and shall be placed at least 12 inches below the Stairways shall have a light source located at the top
undisturbed ground surface or below the frost line, landing such that all stairs and landings are illuminated.
whichever is deeper(see Figure 34). Stringers shall bear The light switch shall be operated from inside the house.
on a 2x4 bearing block attached to the post as shown. However,motion detected or timed switches are
Stringers shall not bear on new or existing concrete pads acceptable.
or patios that are not founded below this depth.When
guards are not required(see GUARD
Figure 33. Miscellaneous Stair Requirements Figure 34. Stair Footing Detail
— _ —.— cut post at bottom tread= (2)W'diameter thru bolts
ssas° T. r elevation when no stair with washers required only
.0 o. o guard is`required if guard is required;otherwise
• *IA: ' use(2)#8 wood screws: 3'/Z`
Ty al CO long or(2)16d threaded nails
sue"c
l r. r;awl Attach 2x4,bearing block:using
— handrail- stair • ` (8)#8.wood screws a3'/2"tong
stringer 1 ' ® or(8)1 6d'threaded nails
handrail shall . t �-
return at each 1iA E
-end 4x4 ®im i E
post I!
3;6".min.`stair width $�,. illminimumfrostdepth
a i .i 10'x10"square o®�.
•
1 1 , 12"diarfooting,
1. 1 1; I
L. ,1: 1-----i
FRAMING AT CHIMNEY OR BAY WINDOW 1B.Joist hangers shall each have a minimum download
All members at a chimney or bay window shall be capacity in accordance with Table 7.Bolts or lag screws
framed in accordance with Figure 35.Headers may span used to attach the hanger to the ledger shall fully extend
a maximum of 6'-0".When a chimney or bay window is through the ledger into the 2-inch nominal lumber band
wider than 6'-0",one or more 6x6 posts may be added to joist(1-'Y2" actual)or EWP rim board.Otherwise a
reduce header spans to less than 6'-0".In such cases,the freestanding deck is required.
post footing must meet the requirements in the
FOOTINGS section.Headers with a span length greater Table 7.Trimmer Joist Hanger Download
than 6'-0"require a plan submission.Headers shall be Capacity
located no more than 3'-0" from the end of the trimmer
joist. Joist Size Minimum Ca acit , lbs
Triple trimmer joists are required on each side of the 2x8 1050
header if joist spacing is 12" or 16"o.c. or if the trimmer 2x10 1380
joist span exceeds 8'-6";otherwise,double trimmer joists
are permitted.Trimmer joists may bear on the beam and 2x12 1500
extend past the beam centerline up to 14/4 as shown in
Figures lA and 2,or the trimmer joist may attach to the
side of the beam with joist hangers as shown in Figure
i
American Forest&Paper Association
1
,t ;_ . :`PRESCRIPTIVE RESIDENTIAL WOOD'DECK CONSTRUCTION GUIDE - - ' °' 17 -
_
STAIR REQUIREMENTS - the;stringer span(see provisions below).Tithe total '
Stairs,stair stringers,and stair guards shall meet the vertical height of a stairway exceeds 12'-0",then an
requirements shown in Figure 27 through Figure 34 and intermediate landing shall be required.All intermediate
Table 6 except where amended by the local jurisdiction. stair landings must be designed and constructed as a
All stringers shall be a minimum of 2x12. Stair stringers free-standing deck using the details in this document.
shall not span more than the dimensions shown in Figure Stairs shall be a minimum of 36" in width as shown in
28.If the stringer span exceeds these dimensions,then a Figure 33 [R311.7].If only cut stringers are used,a
4x4 post may be provided to support the stringer and minimum of three are required. For stairs greater than
shorten its span length.The 4x4 post shall be notched 36"in width,a combination of cut and solid stringers
and bolted to the stringer with(2)'/"diameter through- can be used,but shall be placed at a maximum spacing
bolts with washers per Figure 8.The post shall be of 18" on center(see Figure 29).The width of each
centered on a 12"diameter or 10"square,6"thick landing shall not be less than the width of the stairway.
footing.The footing shall be constructed as shown in - served.Every landing shall have a minimum dimension
Figure 34 and attached to the post as shown in Figure 12. of 36"measured in the direction of travel and no less
An intermediate landing may also be provided to shorten than the width of the stairway served[R311.7].
Figure 27.Tread and Riser Detail Figure 28. Stair Stringer Requirements
riser may be open,but -
shall notall'owthe;
passage of a 4'diameter .
sphere
...minimum
tread;widthI . ;.
7-3T4maximum-, •
riser;height shelf .
notdeviate from risers:lx material,'minimum
one another liy, is„
•
mere than 3f$
treads:see Figure 29 and Table:.6
3/4 -1=1/4 nosing,nosing
max span r-q"forsouthemRrne ------
shalFnotdeviatatromane
another by more than3/8" ma,(ow!-64'torestherTableIVOA* '-
•
GUT t3TRIN(3ER+ ,:
max:span=isWtor.soutlem pine..., -
max:s a I3'4"for:Other-Tabsp le I ecies
<S:OLID-STRINGER
i
Figure 29.Tread Connection Requirements
. lI
Attachment per tread at each stringer or ledger: .Table 6. Minimum Tread Size for Cut and Solid
2x or 5/4 treads"-(2)8d threaded nails or(2)O8 screws Z2• /2''oil9 Stringers'
3x treads (2)16d threaded netts or(2)l18:screws 3 1/2"long; Cut Solid
st"nnger-.. Species Stringer Stringer
#0.4%2k.,or,514a04r0 .it't;acts see Table..6. Southern Pine 2x4 or 5/4 2x6 �1
Douglas Fir Larch,
``� llm1 le
ma Hem-Fir,SPF?. 2x4 or 5/4 2x8 or 3x4
h . I41• c36"max Redwood,Western Cedars,
3 j
Ponderosa Pine,Red Pine 2x4 or 5/4 2x10 or 3x4
2x4 ledgers,each stde,full depth of 1.Assumes 300 lb concentrated load,U288 deflection limit,No. !j
9 tread attach with.4 lOd threaded
• stria stingers:
' � ) 2 grade,and wet service conditions.
nails or(,4)#8 wood Screws z3' long 2.Incising assumed for refractory species including Douglas fir-
CUT STRINGER SOLID:STRINGER larch,hem-fir,and spruce-pine-fir.
3.Design values based on northern species with no incising
assumed. j
American Forest&Paper Association
l