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OISCLAISIERI THIS PLAN tS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR LOCAL BM=INSPECTOR OR STRUCTURAL 1NGINEER.BUILDER ACCEPTS ALL RESPONSIDILITY AND UAUIUTY. DECRS.0011 LTC,AND ASSOCIATED MUMS ACCEPT NO LIABILITY am THE USE OF THIS PLAN. DECIES.CON ILO
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MEASURE TO THE CENTER OF TOUR FOOTINGS
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DISCWYEEN THO PLAN 19 NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR LOCAL DUMDUM INSPECTOR OR STRUCTURAL DLClNEDl,BUILDER ACCEPTS AU.RESPONSIOUTY AND UABLITY, DECIQCOY U.C.AND ASSOCIATED SPONSORS ACCEPT NO LLARRETY FOR THE USE OF THIS PLAN. 00ECICS.COY LLD
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SCALE: 1/4" = 1' WHEN PRINTED ON 11x17 PAPER BASED ON THE INTERNATIONAL RESIDENTIAL CODE
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DISCtAIMEU TIM PUN 1S NOT CONSIDERED COMPLETE UNLESS 111 1 Ii�I
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APPROVED TOUR LOCAL MIMEO INSPECTOR OR STRIIOTURAL ENGINEER.
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STAIRWAY IWIMINATIONI AU.EXTERIOR STAIRWAYS �',II� 13°_g1 8 • II� • •
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DGCWYER1 THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR LOGO.BINLDINO INSPECTOR OR STRUCTURAL ENGINEER.BUILDER ACCEPTS ALL RESPONSIBILITY AND LABILITY. OECL6.COM U.C.AND ASSOCIATED SPONSORS ACCEPT NO UMAftY roll THE USE OF TITS PLAN. 0 DECICS.COM LEO
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DING PLANNING
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APSP/ICC 5 (American National Standard for Residential 2. 90 days of the date of commencement of the ;Ili
Inground Swimming Pools,2011). installation or construction of the swimming i Ii
•[NY] R326.3.2 Above-ground and on-ground pools. pool. 'I lI
Above-ground and on-ground pools shall be designed and [NY] R326.4.1.2.1 +''ep➢acement extension. Sub- ;I Ii
• constructed in conformance with ANSUAPSP/ICC 4 ject to the approval of the building official,the time
(American National Standard for Aboveground/Onground period for completion of the permanent bather may 1,
Residential Swimming Pools,2012). be extended for good cause, including, but not lira- ''ii
[NY] R326.3.3 Permanently installed spas and hot ited to, adverse weather conditions delaying con- 1?.
. tubs. Permanently installed spas and hot tubs shall be struction. 1•1I
designed and constructed in conformance with ANSI/ [NY] R326.4.2 Permanent barriers. Swimming pools ,+�tii
APSP/ICC 3 (American National Standard for Perma- shall be completely enclosed by a permanent barrier corn- �,IIII
nently Installed Residential Spas and Swim Spas,2014). plying with Sections R326.4.2.1 through R326.4.2.6. iij{
bk. [NY]R326.3.4 Portable spas and hot tubs.Portable spas {NY]R326 4 2_1-,r arrier height and clearances. The ,{till
t,. • and hot tubs shall be designed and constructed in confor- ,,, top of=the barrie shall be no less than 48 inches (1219 ICI
imi
i mance with ANSI/APSP/ICC 6 (American National Stan- 61 mm) above grade measured on the side of the barrier , 111111
fi ` dard for Residential Portable Spas and Swim Spas,2013) • that faces away from the swimming pool. The vertical , !ILll
[NY] R326.4 Barriers, application. The provisions of thi•s �-�'7 clearance between grade and the bottom of the barrier t= I;'I,i
r ;z i shall be not greater than 2 inches(51 nun)measured on , 11 ill
section shall control the design of barriers for swimming ,;.
- pools, spas and hot tubs. These design controls are intended " : the side of the barrier that faces away from the swim- {{
t- to provide protection against potential drowning and near- * •t
ming pool.Where the top of the pool structure is above ),lil.
drowning by sufficiently preventing access to swimming ? grade, the barrier may be at ground level, or mounted r +���
r on topof the ool structure. Where the barrier is I II
€ pools,spas and hot tubs by persons outside the property,per- 4 mounted on top of the pool structure, the barrier shallrfil �('
sons within the dwelling, and persons in other parts of the 4?1u 1
comply with Sections R326.4.2.2 and R326.4.2.3. t:� ,'�,'!i
-.property not contained within the pool enclosure. '.-a ;-•1 ith
€, [NY] R326.4.1 Temporary barriers. An outdoor swim- [NY]R326.4.2.2 Solid barrier surfaces.Solid barriers !,;
ming pool shall be surrounded by a temporary barrier which do not have openings shall not contain indenta- ! ,ii
Lduring installation or construction that shall remain in c J+ tions or protrusions except for normal construction tol- , r. 1I�n
place until a permanent barrier in compliance with Section ,b. eranees and tooled masonry joints. 1 _ ! ,;
R326.4.2 is provided. f.`~°i $iI
p -.. [NY] R326.4.2.3 Closely spaced horizontal mane-
4 ,1 hers.Where the barrier is composed of horizontal and ;,Ii
Exceptions: ;�
-S, vertical members and the distance between the tops of 1 i d
1. Above-ground or on-ground pools where the pool the horizontal members is less than 45 inches (1143 ; i+
structure constitutes a barrier in compliance with the horizontal members shall be located on the i� IIII!
Section R326.4.2.9. , ;:. swimming pool side of the fence.Spacing between ver- ; .{ `:I
2. Spas or hot tubs with a.safety cover which corn -1 tical members shall not exceed 13/4 inches (44 mm) in I _ I,��u
t plies with ASTM F1346, provided that such �{ width.Where there are decorative cutouts within verti- " q{�'i
safety cover is in place during the period of l cal members, spacing within the cutouts shall be not �;,u
Ai '` installation or construction of such hot tub or spa '7,,I greater than 13/4 inches(44 mm)in width. iE,-1 +I�r.
The temporary removal of a safety cover as r 3i{ a
t [NY] R326.4.2.4 Widely spaced horizontal nnem- Y u�1
required to facilitate the installation or'construe , hers.Where the.barrier is composed of horizontal and , : ''
v lion of a hot tub or spa duringperiods when at `� , �'1
P q :x vertical members and the distance between the tops of ,i
a
least one person engaged in the. installation or # the horizontal members. is 45 inches (1143 mm) or , 'J �'II!
construction is present is permitted. more, s acin between vertical members shall be not l �'
[NY]R326.4.1.1 Height.The top of the temporary bar 1, greater than 4 inches (102 mm).Where there are deco- r >1 �1{1''�
'.;z rier shall be at least 48 inches (1219 mm)above grade `T rative cutouts within vertical members, spacing within ' "_ I f:;i
measured on the side of the barrier which faces away a 1 the cutouts shall be not greater than 13/4 inches(44 mm) ; 1,;1!
fxom the swimming a in width. 11A, �'4:, coming pool. - I
IN
-'�¢ kNY] R326.4.1.2 Replacement by a permanent bar _; [NY] R326.4.2.5 Chain link dimensions. Maximum , a ,il
l
rier A temporary barrier shall be replaced by a corn- mesh size for chain link fences shall be a 2'/4 inch(57
# Flying permanent barrier within either of the following ' mm)square,unless the fence has vertical slats fastened _ I r'
. .periods: NI ;, at the top or the bottom which reduce the openings to I f
1. 90 days of the date of issuance of the buildin `. not more than 13/4 inches(44 mm). l,:+
g Y ,
} permit for the installation or construction of the r [NY] R326.4.2.6 Diagonal members. Where the bar- u
swimming pool;or , v.
k t,ti• rier is composed of diagonal members, the maximum
im •
' --' opening formed by the diagonal members shall be not ' '1''
,' greater than 13/4 inches(44 mm). ii
is
36Z[I RESIDENTIAL CODS OF NFU/vnarr crerI= lily
BUILDING PLANNING
' a 2. Other approved means of protection,such as self-
,
AR326 4:2 7 Gates Gates shall comply with the�} devices, so long as the
[ ]_ closing with self-latching
requsrements� Of-'��Sections R326 4 21 through x � degree of protection afforded is not less than the
t ..
' R326.4.2.6,and with the followmg requtrements r o protection afforded by Item 1 described above.
[NY] R326.4.2.7.1 Self-closing and opening con V ',
,,•.'� In adds 4 A [NYu R326.4.2.8.1 Alarm deactivation switch
1 iganration.All gates shall be self closing. r ,
tion,if the gate is a pedestrian access gate,the gates L� location.Where an alarm is provided,the deactiva-
k tier switch shall be located 54 inches(1372 mm)or
< a shall open outward,away. from the pool. ,
-, R326.4.2.7.2 Latching.All.gates shall be self ` more above the threshold of the door. In
dwellings
3 t [N�l required to be Accessible units,
q latching, with the latch handle located within tndy`;:;;; Type B units, the deactivation
above the threshold of
enclosureh shall be
t least4 (i.e.,inches on the 16ol side of the en de.Ine)and f` N located 48 inches(1219 mm)
``'•' at 40 (1016 mm) above grade. adds- ;J ;;t the door.
`, tion,if the latch handle is located less than 54 inches s,:,,:1,,
from grade, the latch handle shall be [NY]R326.4.2.9 Pool structure as barrier.Where an
': mm) g
located at least 3 inches (76 mm) below the top of ti _ vvhere the barrier is mounted on top of the pool struc-
ve-ground pool structure is used as a barrier, or
the gate, and neither the gate nor the barrier shall
t .
;; have any opening greater than 0.5 inch (12.7 mm) _;,rv.; ture,the structure shall be designed and constructed in
4:' of the latch handle. sr: compliance with ANSI/APSP/ICC 4 and meet the
within 18 inches(457 mm)
shall be , ,i applicable barrier requirements of Sections R326.4.2.
1
V.P'4 sec r R326k.2.7.3 Locking. All gatest :T through R326.4.2.8. Where the means of access is a
j securely locked with a key, combination or other r,,,, ladder or steps,one of the following conditions shall be
��, child-proof lock sufficient to prevent access to the �� •
met:
swimming pool through such gate when the swim c ' a
i �r u;A ;-. 1. The ladder -or steps shall be capable of being
�?; snmg pool is now use or supervised
r.A wall or secured, locked or removed to prevent access.
yRa,,2 r•wellI➢vPellisag e When the ladder or steps are secured, locked or
walls of a dwelling may serve as part of the barrier, opening not allow the
provided that the wall or walls meet the applicable bar- removed,
age o any
a -inch-n created shall mm)sphere;he
or
rier requirements of Sections R326.4.2.1 through 2 The ladder or steps shall be surrounded by a bar-
R326.4.2.6, and one of the following conditions shall
be met: rier which meets the requirements of Sections
1.�ra� Doors with direct access to the pool through R326.4.2.1 through R326.4.2.8.
�L' that wall shall be equipped with an alarm that [NY] R326.4.3 Indoor swimming pool.Walls surround-
and/or an audible warning when the doorpool shall comply with Section
i1: ing an indoor swimming
fiG. and/or its screen, if present, are opened. The R326.4.2.8.
I
alarm shall be listed.in accordance with UL
1, 2017. The audible alarm shall activate within [NY] R326.4.4 Prohibited locations. Barriers shall
all be
' 7 seconds and sound continuously for a mini- located.so as to prohibit permanent structures, equipment
� � mum of 30 seconds after the door and/or its
or similar objects from being used to climb the barrier.
,, screen, if present, are opened and be capable R326.5 Entrapment protection for swimming po®
1 of being heard throughout the house during [NY] l be designed u
f`
`. normal household activities. The alarm shall
and o spae suctio outlets.Suction outlets circulation throughout the pool or slpa. Single-outle
4' automatically reset under all conditions. Theproduce
•
;; alarm system shall be equipped with a manual systems, outlets,such sautomatic
vacuum
uu Ileaner valvesystems,
msotherwis
k;li means,such as touch pad or switch,to tempo- pie suction
if rarily deactivate the alarm for a single open- shall be protected against user entrapment.
ing. Deactivation shall last for not more than
R326.5.1 Compliance. Suction outlets shall b
— 15 seconds;and designed[
and installed in accordance with the r qu f
)' '.Operable windows in the wall or walls used as ments of CPSC 15 USC 8003 and ANSI/APSP�I
1:. a barrier shall have a latching device located where applicable.
x- ' no less than 48 inches above the floor. Open [ ] R326.6 Suction outlets. Suction outlets shall "I
Open-
ings in operable(1022dows shall not allow a 4s designed to produce circulation throughout the pool or sF
inch-diameterhou nn when sphere iso pass Single-outlet systems,such as automatic vacuum cleaner V
through the opening the window in its tems, or multiple suction outlets, whether isolated by
largest opened position;and or otherwise,shall be protected against user entrapment.
,� outli
ti Where the dwelling is wholly contained within R326.6.1 Compliance alternative. Suction N,
t provided
pooldeat everyvr door
with, alarms accessshsl tbo ma ]be designed and installed in accordance with
provided at door with direct to may
7.
.` _ the pool:or
--,*-
8:Fe '.7.-V4i1g.:';'..--IPRESCRIP.T IVE RESIDENTIALMO 0 D',DEC KiCONSTRUCTIO NGU IDE 7-173,,, -71_;i.`:i-'7'...--4*-,i_.4.,---•:4.,
Figure 8. Post-to-Beam Attachment Figure 9. Prohibited Post-to-Beam Attachm
Requirements Condition
Till
amainomatai ,
((laczer4 i
axmor , il mini l . ..,.. .
... (2)1/2"dismoterthru-
MMII_ - " boas With.Washers
Einemmizzakot. '*
• = ill ialgzternmv„liel
rirri
I.MatTi MI*OW ' Al; Ai
. i ' i
fully on 6x6 notch. imiami 1 . Filmuntmar.Azasnasuiri
fr I
6x6 trim • k\ .-
notch post to ,.
acconioctSte hissirt i
...
RIM JOIST REQUIREMENTS Figure 10.Alternate Approved Post-to-flear
Attach a continuous rim joist to the ends ofjoists as Post Cap Attachment
shown in Figure 11.Attach decking to the rim joist as . . . .
shown in Figure 11.For more decking attachment : •::•,:. ...:-•!.._,....__,Lf'..,••• •••,.:!.,.:.. ; • ; •.:', -. I3i14.01011.9,fr.: '
.:'''': -43 -0.,;.••- - Iiii.itifigiblaili-.'requirements,see DECKING REQUIREMENTS.
..::::::.•'.:::': ?:',.'..::- •• '-::. 7 '''.:1•41;""1 :•:..
. .
, ., . . . • , ,
• .- - ' . - • • ..• .. . , , . . . ... ,. . . . .
. ::!:.,..1,-• ,;; ..:,:....:::.z.:-.:, •:• -. • ,• '':::';:
. • • . . • ., . • , . •
..;i,::,-!:: ::..:i!•:,:•• :...'• , ,.. „., ..-,:.:-:' I ,•-&.".
. • • .• . • •
•
• •
:',1 •;:•,0041iii.!'--,-.:-.....2•-.,: .qt• . ••-.. .:: . :•.-
. -`f.,.:,-:":':7.77'!--..-...i.: '.•' ' •. '' I ;‘:'
WI...'' ' . •:•:
.,:i!1: ,1'.: :i.;:.:'1' ' 1'','.:'''.T'.: !'::.......':,... '',. •'2-.. :',.: '':;i:;:*
:.'•k'.: :iiWg'?.g5:'!..:.'-:-,'::,',C;'f,:'::1.';.:k.,:f."' . ' ..2. ::... ' ::. .:
'.,*•.: ii.:...,;i,'1,.;iW...;;;':.;.''.;',i'f;.,. ..'‹::!...'.. ..::• ':'' ''.'/ .',:f.:': ;''' ''::!!;]!:.-
,.... ...,-...s .... _.... ,...... , ,_ .
Figure 11. Rim Joist Connection Details
, „, .. gogurg 0:000 to top a titip loisiwith
. s --- ' -•-.', . 1.0.d filte:40.04 iii.aitk or#1 x 3*
- •: . ' - ' "':-:-..--:'- - ,:','' .. -. minimum lifoo40.-.001/§e 6"04.i.
-='-':•.•-:.•
., . • -.-• ,. ,, .-
, ,„.• - •
' • --*"."':,,,',41 -' --'21.•,•-• .0..-
_.. ..,..•,. ..
'' '*il.',••
' i- ' .40 0 0i/i .'-. : ..•.•''. -. attach rim joist to:end.of each 10.1stwith.
ka)110):11hMaderl nab:or(3)#10.x V!. .-.4,.
minimum wood screws:
Iii . .- ximpiat ..
American Wood Council
illn PRESCRIPTIVE-RESIDENTIALAWOOD:DECI CONSTRUCTION GUIDE ,. ` NV:t215'
Diagonal Bracing:Provide diagonal bracing both concrete or masonry.DO NOT ATTACH TO BRICK
parallel and perpendicular to the beam at each post as VENEERS.VERIFY THIS CONDITION IN THE
shown in Figure 22.When parallel to the beam,the FIELD PRIOR TO UTILIZING THIS METHOD.
bracing shall be bolted to the post at one end and beam Fasteners shall be 16"on center and staggered in 2 rows
at the other.When perpendicular to the beam,the for free-standing decks.Flashing over the rim joist is
bracing shall be bolted to the post at one end and a joist required and must be installed in accordance with the
or blocking between joists at the other.When a joist flashing provisions in the LEDGER ATTACHMENT
does not align with the bracing location,provide REQUIREMENTS.
blocking between the adjacent joists.Decks attached to
the house as shown.in Figure 23A do not require Deck Supported by Ledger-Attachment to House:
diagonal bracing perpendicular to the house.Diagonal Where supported by attachment to an exterior wall
bracing parallel to the house may be omitted at the beam (Figures 14, 15,or 16),decks shall be positively
adjacent to the house for a free-standing deck attached as anchored to the primary structure and designed for both
shown in Figure 23. vertical and lateral loads as applicable[R502.2.2].The
lateral load connection required shall be permitted to be
s lFree standing Deck Attachment to House:Attach in accordance with Figure 23A.Hold down tension
as'e c
the4deck_'rin;)o;ist='to the existing house exterior wall as devices shall be provided in not less than two locations
shown in Figure 23 for a free-standing deck.The wall per deck,and each device shall have an allowable stress
must be sheathed with minimum 3/8".wood structural design capacity of not less than 1,500 lb[R502.2.2.3].
panel sheathing.Use lag screws or thru-bolts when See the Commentary to this document for additional
fastening to an existing band joist or wall stud;use information on applicability of this provision.
expansion anchors or epoxy anchors when fastening to
• Figure 23A. Example of a Lateral Load Device
Figure 23.Attachment of Free-Standing Deck to for a Deck Attached to a House with a Ledger
House for Deck Stability '
id .remove skiing at rim•joist•aGotY floor sheathing nailing at
exterior sheaUifrsg hold down or similar
min.thickness•=MrWO*WO*prior to testait 6"maximum on center to ( tension device
continuousld do vn s lashing extending joist with ho
existing Wall stud,band past rim joist fasteners,
joist;or concrete or 41TMtE 1,12 �air€ le
2 in_t R?:��tl.
masonry foendationwatt I71t'1 ,
fasteners @ 16•o c. l f11 M
staggered if jt 4y`-
• floor joist Illdeckjoist
riMjoist: �"
beam Si post
Il
;,.GUARD REQUIREMENTS 24.Other methods and materials may be used for guard
`All decks greater than 30"above grade are required to construction when approved by the authority having
have a guard[R312 1]-one'example is shown in Figure jurisdiction.
Figure 24. Example Guard Detail
:.,- 4 mauimitnspaci119-----a" balusfet'6typical
4x4 pos!typlcal - 2x6 er 514 board
DO ROT NOTCH; i rap capl• z J
i Fi r■;�.:u:u u;. 111 ;Eli.k•
rninirtiunt ,, z .top and bottomi
ottaefitbrguard poet with
{11 (2 8d thteatled nails or
.S= f; . -num i el 1. , (2 Wood sorartvs'z7-'4"
tonig pn tnstde face
1/2"diiameter attach balusters•attopend bottom:
(?) c5eft'[ngshaji nbt.allotAt
thru-aplts and the passage at n " with(1)U8 wood acrecor�8d
washers; post-frame threadsd nails with
diameter sphere 0.135"nominal diameter
American Forest-&Paper Association
14 i-- 4 4 PRESCRIPTIVE RESIDENTIALLWOOD;DECK',CONSTRUCTION GUIDE -
'�`�jFREE-STANDING DECKS ,. EXISTING HOUSE FOOTING IF LOCATED
w,
�} CLOSER THAN 5'-0"TO AN EXISTING HOU`:Decks=which are free=standiog3do not utilize the exterior
wall of the ei_stingThouse to support vertical loads(see WALL(see Figure 2 and Figure 12).For houses
Figure 21);instead,an additional beam with posts is basements,a cylindrical footing(caisson)is
provided at or within L/4 of the existing house.THE recommended to minimize required excavation at
ASSOCIATED DECK POST FOOTINGS SHALL BE basement wall.Beam size is determined by Table_
PLACED AT THE SAME ELEVATION AS THE
Figure 21. Free-Standing Deck
Fin joist
rim •4stio...41NliSofr_ : �_
joist � �,..• �ti� �`.:
. � 41 joist overhang
^ � existing house
/� .foundetion wall
!� )701� team,—`�r4`
�osts .
deck.foot�rtgs:must.be At
S0010' ' joists sanle elevation as
install..lagonals existing:house footing
perNtire 22
•
DECK STABILITY
Decks greater than 2 feet above grade shall be provided
with diagonal bracing.
Figure 22. Diagonal Bracing Requirements
Ogg
11:
ptaide tlElcking nrf?
loistSdo pot align
d� ® .. with posts
beam: .
beiry "
:ram• ' joist attpos
►. ypical' �:� I8"diatateter to lions:`
thru-bottwith, .
►nrasiW%tyi.iat ttt
•
S.I OING PARALLEL TO BEAM ORAANOPEAPOSIMOVIARTO BEAM
American Wood Council
_, n: . PRESCRIP.TIVERESIDENTIAL WOODDECK CONSTRUCTION'GUIDE,1-11 `';_ .,w1 `19
STAIR FOOTING REQUIREMENTS IR4031 REQUIREMENTS),posts may terminate below the
Where the stairway meets grade,attach the stringers to bottom tread elevation.Bolts are only required if a guard
the stair guard posts as shown in Figure 34.Posts shall post is required.
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
.
_ —-i s ., ► _` cut post at b/ttan tread .. (2�J":diametur thm-balls
,T E.' elevation when 60 stair with washers.required only
r c guard is required if gcrard is•required;otherwise
E:t3 Es use(2)•#8 wood screws a3''�4'
. iC
— — r e_. 8 1 long or(2)16d threaded trails
ti® rarr Attach 2x4 bearing block usings
— handrail r x >. stair (8) #8 wood screws 3-%�"Yang
p -_ �3 stringer , ill or:(8)lad threaded nails
• :handrail:shall a r-.,.
• ;,4 t return at each ¢ x ligli„, E
. 4..
end ��� r :;.- x min E
4 •
r. . �yy` post ■1 c
_i_•
' 36"min."stair Width111E I minimum
•
seGnin. ffost.depth
•
�. . :,. l 10"x1.0"square or r , � � •
i .l 12!'dia.tooting.
t-1' , 'i
. I I: I' I.
t. T 4 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(1-1/2' 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 Li/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
li
- American Forest&Paper Association -
18 a -V(PRESCRIPTIVE RESIDENTIAL WOOD-DECICCONSTRUCI'ION GUIDE= }.a =x G•�-:-
Figure 30. Stair Guard Requirements Figure 31. Stair Stringer Attachment Detail
r4"it a itnorn rim joist or
sCair guerd is bet�reen posts outside joist
tluired.for .�...E.��
stairs with a'fetal riteor
:30 or more,see GUARD i
FtWaillai5NT$tor 1® ��
more:inforirration �10111 sloped joist hanger,
�' minimum download
capacity of 625Ibs;
8�g� see JOIST HANGERS
for more requirements
stair guard freight:- .
.......... ATTACHMENT WITH HANGERS
riff ,
from nosing.of step l
Y ip:e
Openings,for required guards Oft the ' Trianguleriopening shalt
sides of stair'treads shall not allows
not permit the passage
a spfiere4-3/8"to pass trough: of a 6":diameterepl ere
STAIR.HANDRAIL REOUIREMENTS than 6-1/4".Type II rails with a perimeter greater that
All stairs with 4 or more risers shall have a handrail on • 6-3/4"shall provide a graspable finger recess area on
. at least One side(see Figure 32A)[R311.7.7].The sides of.the profile[R311.7.7.3],All shapes shall hai
handrail height measured vertically from the sloped smooth'surface.with no sharp corners.Handrails sha]
plane adjoining the tread nosing shall be not less than 34 run:continuously from a point directly over the lower
niches and not more than 38 inches(see Figure 30) riser to a point directly over the highest riser and sha:
[R311.7.7.1].Handrails shall be graspable and shall be return to the guard at each end(see Figure 33).Hand
composed of decay-resistant and/or corrosion resistant may be interrupted by guard posts at a turn in the stai
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
ir-2a'
Fasten hOndraiN pier ina0ufaaOter regOAiti eij laBottS
1{min 1"•train, _ " 1a -2
2 max.
r"---'1 C ry
9 "min :ei E
.- i.).1
s.
0 g:, min.
a , .
"Am
b asking
7$"min. :+- 11;min. NONCIRCULAR CIRCULAR RECESSED'
[R311,7,7.3 Type Il [R311,7.7.3 Type II
0 . 04" a'farming Perimeter.4"-61„ Perimeter:>6"'
tit
Ofstaits, pic�ai ¢
wall I .'
—guard rrasio �re,sislaeit
post handrait hardware:
MOUNTED To GUARD' MOUNTED TO WAI,I,
American Wood Council
S
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•
AST-0443-202
... Rebecca
. Lee,$: ... 1571 Ridge Rd 484 sat.
,fir.
sr 9 Deck
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