AST-0461-2020(2)Igauno3 pooh ueopotuy
SIOf`wl]:•
SSN(alOs'p oM CUnwI IILu 4 If
x 0 f0.xo:s7ieu pep :p01(E):i
y;w siof yaea-Jo;pu''4 ol•;slof wu 10e14e: ._
P
a•n sin'" oa9Co'-•.-.S•Xso?4 h u7iniuiit i'ui -.
i.x Ql#ao.. Ileii:Pap0a&tfl pt1
ii!kisrr QVIo doh 01.0.0i30 apl,aar laas sleio
sllela® u®1loauuo3 lsior uiN • ,1, aan6sd
I-•-iih:.:*_,t...'-.•:''".:...!•..*•••••. .i.ii!i::-.:::i*:::*.j...;•••:••'i*.•,
weagd.Il i3inw 1,N Nallf1(M-DND Dad aas`s;uamanbaj
uaun;ou u 2un1oep aloui io3 m i1ia3 uinunnogs
SE lsiof uiu 0q1 of upioap goulld•1 I amgi3 ut UMogsluawyoelly_¢lea;sod su sIsiof jo-spua mil of Istof uiu snonu[1uoo u gouuyuueeB-of-lsod poAoiddy gleuJew•®L ain61d SIN [JAi lrloa i 1.SI®I'IAIRI
ulaaq a ppuunoaa .
x o;;sod ptou.
UIw 9x9
I l'
ihSVF,m t1530U109:uo RIITIJeag4-ttiW wadi
Iv1 ®t otwil_j
j
st:
a
ntlraawetP Zit.(t)
a. ra o ()• •
I.
gn
uoilipuo3 sluauaaalnbaa
aauayael;y uxeaS-ol-lsod pel!giyoad -g ain61 d luakuyoellv u,ea8-of-;sod "g aanfiid
2aIno,iN011'O1`1aiSNO't o3a QOPMA'v!1N3a1S3213411dF'l3S3t1dF.Q,i r,= tz'a,g
t '
r
i
z STAGGER FASTENERS
2 IN 2 ROWS
QO p 0 C 5.5'MIN.FOR 2XB' 'DISTANCE SHALL BE PERMITTED TO
5',' 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
OO O 7.5'MIN.FOR 2 X 12 ARE USED OR BOLTSPACING IS
REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2 X B LEDGERS TO 2 X 8
2'MIN, - BAND JOISTS.
LEDGER - LAG SCREW OR BOLT 3W'MIN.
1 7 8 1 VV
r-
Far SC linch=25.{Inm.
FIGURER507.2.1(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
II R507.2.4
HOLD-DOWN OR SIMILAR
TENSION DEVICE
FLOOR SHEATHING NAILING AT
6*MAXIMUM ON CENTER TO 2 locations
JOIST WITH HOLD-DOWN
fir
NMIFLOORJOIST
Iii
DECK JOIST
FIGURE 507.2.3(1)
DECK ATTACHMENT FOR LATERAL LOADS
OR
SHEATHING
NOTE: SIDING
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTS ARE I WATER
FLASHING
TGHTNESSPARALLELTODECKJOISTS.
DECKING
1!
NM= APPROVED JOIST HANGERS
2"MIN. I'1 2x LEDGER WITH FASTENERS
11illIV IN ACCORDANCE WITH TABLE R507.2
HOLD-DOWN DEVICE MIN 750 LB.CAPACITYFLOORJOISTS -I AT4 LOCATIONS,EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24"OF EACH
END OF THE LEDGER.HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
IMA2.54a.TIga , -. 7A 2- HOLD-DOWN MANUFACTURER.
4 IL
A FULLY THREADED la"DIAMETER LAG
SCREW PREDRILLED WI MIN.3"PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER.
FIGURE R507.2.3(2)
DECK ATTACHMENT FOR LATERAL LOADS
14 r < r47 API ESCRIPTIVE.ICES;IiDENT1ALIWOQD:DECWCOjVSTRi1,CTION AUIDE I: ;,
FREE-STANDING DECKS
EXISTING HOUSE FOOTING IF LOCATEDDeckswhicharefree-standing do not utilize the exterior CLOSER THAN 5'-0"TO AN EXISTING HOUSEwalloftheexistinghousetosupportverticalloads(see WALL(see Figure 2 and Figure 12).For houses wiiFigure21);instead,an additional beam with posts is basements,a cylindrical footing(caisson) isprovidedatorwithinL/4 of the existing house.THE recommended to minimize required excavation at th
basement wall.Beam size is determined by Table 3.ASSOCIATED DECK POST FOOTINGS SHALL BE
PLACED AT THE SAME ELEVATION AS THE
Figure 21. Free-Standing Deck
Hit joist .
Pm
joist -1141‘'
4N144 10", -- 4e 44000' I li-,,,,
I'11i111111111 joist overhang4existinghouse114\,/' ,
foundation wall
14:. ,, IIIf 4j1 11'.-44 •
L
S'Po
deck footings:must:be at
joists sanlaeievatiop asinstalldiagonalsextstlnghousefootingperriglire224411$011
DECK STABILITY
Decks greater than 2 feet above grade shall be provided
with diagonal bracing.
Figure 22. Diagonal Bracing Requirements
1' 1111I6 OYld£'JIOG i]'I.A?1ePIistsdonot_aligr1...
1111.31 MI id - With'posts
X
MEai®®
i
d ie;atxtaff- , • beget
cv.
twos' 1 18"rli
cilst ionattaste- loitiris•
thru-boft:With z
Iuua :ltaca,:typical o:
B DING-PARALLEL TO.BEAM OMON ?ERPEN,,D.XOI`-1,LAR T'f3 Wm-
American Wood Council
14 = PRESCRIPTIVE RESIDENTIAL-WOOD DECK CONSTRUCTION GUIDES-' - -
FREE-STANDING DECKS EXISTING HOUSE FOOTING IF LOCATED
Decks which are free-standing do not utilize the exterior CLOSER THAN 5'-O"TO AN EXISTING HOUSE
wall of the existing house to support vertical loads(see WALL(see Figure 2 and Figure 12).For houses witt
Figure 21);instead,an additional beam with posts is basements,a cylindrical footing(caisson)is
provided at or within L/4 of the existing house.THE recommended to minimize required excavation at the
ASSOCIATED DECK POST FOOTINGS SHALL BE basement wall.Beam size is determined by Table 3.
PLACED AT THE SAME ELEVATION AS THE
Figure 21. Free-Standing Deck
4.,
N11:116:
fril joist
rim
1\
1-
A1 + -
joist ®® .,„.,---- 40"
joist overhang
Nt4ik1410.44$ a existing house:
foundation wall
pl 1`411 / heam,
posts:
deck,footings,must be at
Joists same,elevation asinstalldiagonals ` existing house footingperFigure22 %,
DECK STABILITY
Decks greater than 2 feet above grade shall be provided
with diagonal bracing.
Figure 22. Diagonal Bracing Requirements
III 1111111 lofseobBioamgwer
ee e rrIIIMIN ee : With'POSIESINIIMMOMMEI
En
ebeambeam
oast at ost
1=
2x4,typical' 1)3/8"diameter- locations gthru-bolt;with
o:
washers,typical
r
T
BRACING.-PARALLEL TO BEAM BRACING PERPENDICULAR TO BEAM
American Wood Council
i
18.a :. - - :".PRESCRIPTIVE RESIDENTIAL WOOD DECK-CONSTRUCTION GUIDE E r,
Figure 30. Stair Guard Requirements Figure 31. Stair Stringer Attachment Detail '
r
6'-t1"Maximum rim joist or
between posts outside joist
stair guard is Tequired for
gi ,_stairs with a total nse of p3i?"',or mole;see GUARD mimmimi
REQIJIREME1 TS for
more information sipped joist hanger,
j• minimum download
capacity of 625 Ibs;
see JOIST HANGERS
r for more requirements
stain guard height: HANGERSg...9 ATTACHMENT WITH
44"min mieasurect e
from nosing of step.a
Openings for required guards on the Triangular opening shaft
sides of stair treads shall not allow not:permit the passage
a sphere:4-3l8"to pass through.of a 6":diameterspiere.
4.
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 t "-2a"
Fasten handrails per manufacturer recommendations
ri„_
2"
1
IX
1":min. - I ra
M
ir* 1
1.1 min
lq"min. a is" E
s min:
11
c
azm E
2xbiocking NONCIRCULAR CIRCULAR RECESSED
1i min. 11"min.R311,7.7.3 Type I] R311.7.7.3 Type II]
411) s4-38"to nosios Perimeter 4"-64"Perimeter:>6 "
I`..
of stairs,typical
Wall
rrosson-resistant
guard handrail hardware:.
post
MOUNTED TO GUARD MOUNTED TO.WALL
American Wood Council
STRESS ANALYSIS FOR LEVEL 1
CUSTOMER: RON MILLER
DATE: 08/12/20 DESIGN: FINALDECK REF: 19281151.ZP1
SALESMAN #
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 81 PSF
16" BENDING 97 PSF
SHEAR 102 PSF
COMPRESSION 265 PSF 81 PSF
BEAMS 3-2X8LM DEFLECTION 109 PSF
BENDING 87 PSF
SHEAR 81 PSF
COMPRESSION 398 PSF 81 PSF
POSTS 6X6 STABILITY - 1489 PSF
BEARING 1125 PSF 1125 PSF
TOTAL LOAD 81 PSF
DEAD LOAD 10 PSF
LIVE LOAD 71 PSF
227.9_1-5 AST-04612020 TECEMEn
Miller, Ronald
BUG 2[ O2O
107 Rockhurst Rd
Deck repairs/add &stairs 528 s.f.
TOWN F CUTGNSEL1FY
STRESS ANALYSIS FOR LEVEL 2
CUSTOMER: RON MILLER
DATE: 08/12/20 DESIGN: FINALDECK REF: 19281151.ZP1
SALESMAN #
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 3515 PSF
16" BENDING 3224 PSF
SHEAR 1468 PSF
COMPRESSION 1526 PSF 1468 PSF
BEAMS 3-2X8LM DEFLECTION 194 PSF
BENDING 191 PSF
SHEAR 205 PSF
COMPRESSION 1237 PSF 191 PSF
POSTS 6X6 STABILITY 4088 PSF
BEARING 2992 PSF 2992 PSF
TOTAL LOAD 191 PSF
DEAD LOAD 10 PSF
LIVE LOAD 181 PSF
STRINGERS 2X12 DEFLECTION 54 PSF
BENDING-104 PSF
SHEAR 178 PSF
COMPRESSION 785 PSF
TOTAL LOAD 54 PSF
DEAD LOAD 10 PSF
LIVE LOAD 44 PSF
STRINGERS 2X12 DEFLECTION 11021 PSF
BENDING 3544 PSF
SHEAR 1483 PSF
COMPRESSION 3681 PSF
TOTAL LOAD 1483 PSF
DEAD LOAD 10 PSF
LIVE LOAD 1473 PSF
i=u9I/i .aS
AN`4sIIoaSiig7IOarIVAII33a2I
OZ2I/80
L9alnog588IIa'I'IINiNOW
iagaanZsqmo. ; A=Id
sz.s.rs
C3I )W'.
1I -
02
zAUG1220205
panz-c.sN2 TOWNOFQUEElSU,Y
BU!LDING&CODFS
ri
6
e
LQ
el.9IaswH"c9"
9Z .9AI
1
27' 6"
3 1/2" 4' 3 1/2" 4' 3 1/2" 4' 3 1/2"
cos
CF.).
w
QIli 4 91*:_.. D_--_::oi v oa 0
W
ru I co
WN
II C
1 fUv
v1im
3' 9 3/4" 3' 9: 3/4" •
i
a
9
1
0
0
r
W
co
IQ
OW
u
zs
Ft
T6
t0
TL
03)-- - - --
N
r -
RI
9 ,
9
k
i
9 ,
OZ
27' 6"
4' 7 1/2"
1
4' 7 1/2" 4' 7 1/2"
1
4' 7 1/2"
r l
alb
e 0 Co tif r,. A
w
m W
6
I (
A)
W W
07
el p
w
w
Q2
wl
@Ci 1
4' 13/4 4' 13/4
10' 6°
3' 6°
Z)•0 1
10' 10„
10°
6' P1
4' 6°
Railpost Layout
Post SKU Description
O TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND
DT-TREX_COMPI TREX_COMPI
TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND
X TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND
Design: FINALDECK
Deck: 2 of 2
11111a
11111112
go
lu o
IUU
i-
MOM
4111.41111
1.---M.11.0
MEW 14
u-
II
MI1
mill
n
1•w1.0 r P.4..raw.
P .
w.q P q.V. •w.w. r .H.U.
a.
r wr %P•.A. M.W wnwY O.IP
Cut List for Level 1 Curtis Lumber
RON' MILLER . 885 Route 67
08/12/20
ReE FINALDECK Ballston Spa,NY
Scale: 1/8"=1'
3
C A A A A A A A E
li
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (7) 4' 7 1/2"C rim 4' 7 1/2"
B fascia 10' 6" 1)45 2)45 D fascia 10' 6" 1)45 2)45
B rim 10' 4 1/2" D rim 10' 4 1/2"
C fascia 5' 1)45 2)45 E fascia .5'' 1)45 2)45
Erim 4' 71/2"
Cut List for Level 2 Curtis Lumber
1 RON MILLER 885 Route 67
i RlN Ballston Spa,NY
20
Refef::FINALDECK
I Scale: 1/2"=l'
f
I II
n
co D
fn
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 8'IOV2' 2 7'5'
B 18'71/2' 4 t83/4•
Post spacing Is measured eenter-to-center.
Depth of concrete footers—48'
Beam Layout for Level 1 Curtis Lumber
RON MILLER 885 Route 67
08/12/20
Refi FINALDECK Ballston Spa,NY
Scaler 1/8"=1.
1
1' 4 1/2°
T 3
2' 3°
A
1' 4 1/2°
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 10' 4 1/2" 2 8' .II".
B 10' 4 1/2" 2 8' II"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
Ram.LMaLEfo Level 2 Lumber
885Routo 67
08/12/20
Ref:FINALDECK Ballston Spa,NY
Scale:1/2"=1' j
U0000U0000000UO
t ' o
mm7.1mmmt1;POTik 1
d W 61 61 Y W 9
i o e o i
i. S. o. i.•b. i.
rf) 40 1.Ui-Oi.UN VUNOr
m m a m o m a
Plank Layout(level 1) Curtis Lumber
RON'MII.LER 885 Route 67
08/12/20
ReE FINALDECK Ballston Spa,NY
Scale:3/16 =1'
D) 10 ' 5"
D ) 10 ' 5 "
D ) 10 ' 5 "
D ) 10 ' 5 "
D ) 10 ' 5 "
D ) 10 ' 5 "
D ) 10 ' 5 "
D ) 10 ' 5"
D ) 10 ' 5
D ) 10 ' 5 "
D ) 10 ' 5 "
Plank L ayyo u t 1 evel 2) Curtis Lumber
RON MILLER 885 Route 67
08/12/20
Ref:FINALDECK Ballston Spa,NY
Scale:3/4"=1'