scope of work t Y
5<__ _-- N-c5cic-- .-
..
._.. �__ —1 TOWN OF QUEENSBURY
i -� •• i 'i;r(L i i Wit!- ilYLi.i r" - ; , . ,;,,,;,p)(4__i _dg- - 2.-6.6--- t 1 1/4' BUILDING DEPARTMENT
2' 5 1'-sed on our limited examination,compliance
Sr. z. --- 1 _1 i�_h,.w....�...�_._ -r with our comments shall not be construed as
�� ( indicating the plans and specifications are in
; full compliance with the Building Codes of
1 8' 3 thew York State.
20' 5 1/2'
ire _. __
7 i 2' 43/4"
i t 9' 10"
3' 101/4 • Wpm:� � 0
1 8' _ _. INN .......a___ _ 1,,8'
J
M TOWN OF QUEENSBURY
BUILDING & CODES
Reviewed EFT°
BEAM BEAM POST POST y:
LABEL LENGTH COUNT SPACING Date: Z, q
A 6' 1 1/2" 4 4 3/4" •
B 43' 5" 6 8' 4 3/4"
C 32' 1 1/2" 3 15' 4"
D 2' 8 3/4" 2 2' 3 1/4"
E 6' 1 3/4" 2 4' 8 1/4°
F 38' 1, 3/4" 5 9' 2" 297.17-1-78 AST-0235-2019
G 2' S 1/4" 3 4 3/4" Anderson, Daniel
59 Meadowview Rd
Deck 455 s.f.
-2ustom View Curtis Lumber
)an Anderson 885 Route 67
)4/19/19
te£Deck2 Ballston Spa,NY
kale:To fit
')14-6
43' 8"
k.��- ( , j 1
3-25(8Lrr BeaM —— -
v o
w
LOIN SONO TUBE cu
6x6 Post
q n ]
5, 38' 8"
Plan View Curtis Lumber
Dan Anderson 885 Route 67
04/19/19
Ref:Deck/ Ballston Spa,NY
Scale: 1/8"=
43'6'
F)12'11' 16'0)1I F) 13'8'
0) 16'7• I 0)10' I E)11'
F)12'11' I 0)10' I F) 13'8'
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0)15.7' I 0)10' I E)11'
L)42'0'
• L)-T2''6'
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A)3'5' 8)8'1'
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•
Plank Layout Curtis Lumber
Dan Anderson 885 Route 67
)4/19/19
.ef Deck2 Ballston Spa,NY
scale:3/16"= 1' 3 .
tl
FI
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1/4
Top View Curtis Lumber
Dan Anderson 04/16/19 885 Route 67
Ref:Deck2
Scale:To fit
4- Ballston Spa,NY
1,
i
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Requirements . ,
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RIM JOIST REQUIREMENTS Figure 10.Alternate Approved Post-to :earn :1-.','•.
Attach a continuous rim joist to the ends ofjoists as Post Cap Attachment 1,
shown in Figure 11.Attach decking to the rim joist as .. '.
. . h
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PRESCRIPTIVE RESIDENTIAL WOOD DECK°CONSTRUCTION GUIDE =- _ 15
fi
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
Free-standing Deck-Attachment to House: Attach in accordance with Figure 23A. Hold down tension
the deck rim joist 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
1 House for Deck Stability
exterior Sheathing remove siding at rim.joist floor sheathing trailing at
n9 , hold dawn or similar
min.thidatess:=:3t&" Cocalsotr odor to staitat�gn 6'max(mum ran Cf tfer to
tension device
wly6rtirous ttasfrlrlg extehdirig joist with bald dawn �
existing Wall stud,hand past nn#foist fastener; s
ttom�.. .. .
f joist,or concrete or
masonry foondadonmall gym, a� ��.i� two N) I liii=111
ltlltl A
fasteners Q le"o:c:. Mill MiNi
staggered
floor joist l€ deck joist
1 rim:jplat. li
beam&.post ..
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
1 4x4p
6'"ff"mar colon spacing 282 baluster,typical
t;typtcai 2i6or514hoard
DO NOT NOTCH: Tait cap �;
s
i�r� •R iE^I•s ■■ rt•r �t��
t
innitfiunt �x4 top and bo�am;
atlaoh to g iaa Post with
1 (2F th7e�:dad a o,'?
1 .fit: • NAL ■! F#3! n OereNrsa244"
' _ 'iM '
II :;-.,,...; ��n�ptj�5d�r
ii
1-1 lts a titer 1 opehngs shall not.al[o�i abash batusTers attop and bottom:
3 ru ttoitsand tild p sage of a 4" With o WWI er.MW of(gpi
wastrels dialneter.spilw a post-frentefhrerld C+aDswxtfl
1 0.135"nominal'diameter
American Forest.&Paper Association
14 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE - - 1
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 with
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
i ;'oi,, Nib.... .'-...1 ..A414114liti .
VT' ' 144144W7, ''''..,?.°9:40P, "1 -"'
,eAllil ��IIIIIII' � ill :joist overhang
con. �� ilie.. � existing house
:foundation wall
' 'lb.'s-,14 „tt 4 4 4 i 11.
4„....4-4 ITI.,,.,,,,,,, rif
``,1 . dam
1 I p3StS'
deck footings must be at
joists same;elevation as
install diagonals
-- existing house footing
per Figure.22 `
iir .
y
DECK STABILITY.
Decks greater than 2 feet above grade shall be provided
with diagonal bracing. j
Figure 22. Diagonal Bracing Requirements
_ FT _ _ p"rov de;blocklhg Mwher
! _- - - - jo 1] Flo notalign
fith��, I
I �.� 4 beam *'•:
2
' ;t l { ) $�":diamete to to"ns> .�
thru boltwith: ca
was hem:typical to-
,
4.
BRACING PARALLEL TO BEAM IMGlldO ' R rgO R V OF
American Wood Council
STRESS ANALYSIS
CUSTOMER: DAN ANDERSON
DATE: 04/19/19 DESIGN: DECK2 REF: 19108140. ZP1
SALESMAN # TOM KELLER
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 53 PSF
16" BENDING 70 PSF
SHEAR 85 PSF
COMPRESSION 224 PSF 53 PSF
BEAMS 3-2X8LM DEFLECTION 80 PSF
BENDING 74 PSF
SHEAR 76 PSF
COMPRESSION 249 PSF 74 PSF
POSTS 6X6 STABILITY 813 PSF
BEARING 557 PSF 557 PSF
TOTAL LOAD 53 PSF
DEAD LOAD 10 PSF
LIVE LOAD 43 PSF