AST-0199-2023(2)TOWN OF QUEENSBURY BUILDING DEPARTMENT TOWN OF QUEENSBURY
Based on our limited examination, compliance BUILDING & CO
with our comments shall not be construed as
indicating the plans and specifications are in Revlewe B
full compliance with the Building Cades of
New York State. Date: �-
RAILING TYPE T.B.D-
2x6 PT DECKING-
(2)2x10 P.T.
RIM BOARD
COVERED i CEDAR SIDING
(2)2x12 BEAM
COVERED WITH ---
CEDAR SIDING
NOTE.
IF TREX DECKING IS USED
HIDDEN FASTENERS
ARE REQUIRED
4-in STE
2x8 P.T. BLOCKING
ON CANTILEVER FLASHING
sj=OVER BEAM _ „
nJ=TA11\
HANGER
SEE DETAIL^�
SIMPSON OR
EQUAL HOLDDOWN
SEE DETAIL
2x8 P.T. DECK JOIST
@ 16-in oc
EVEN WITH BOTTOM
OF EXISTING HOUSE FJ
DECK REPLACEMENT
IS "DECK" AND
NOT "DECK ROOF"
USE APPROPRIATE
DETAILS
EXISTING 1st FLOOR
TO RI
NOTE.
SOME 1st FLOOR DECK
DECKING WILL HAVE TO
BE REMOVED TO
INSTALL NEW
SONOTUBES
Section 1
A-1 Scale: N.T.S.
0 1 2 4
� �Y��fiY•YYi.
PRI VACY WA Lb
2x8 P.T. LEDGER
FASTEN PER DETAIL
PRIVACY
CONTRACTOR TO VERIFY
POST FALLS ON P.W.
FOUNDATION -IF NOT -
CONTACT DESIGN
PROFESSIONAL
_I 2nd Floor Deck Elevation Schematic
Scale: 1/4" = V--0"
f2)2x12 P.T.
BEAM
Fr 2- Upper Deck Beam
A-1 Scale: f14" = V-0"
I °p
40
W
HSS4x 4x 114
rIr-TEEL COL
CO VER w/CEDAR 21
NOTE:
UPPER DECK IS
ECK" - NOT ROOF
SEE DETAIL
I RAILING AND POSTS f
Iul BROWN TREX
CAP BASE AND SPINDELS
ARE BLACK
Pr 2 Proposed 2nd Floor Deck
A-1 Scale: 114" = V--0"
CONTRACTOR TO VERIFY
THAT BOTH POSTS
WITHIN THE PRIVACY
WALLS FALL ON THE
FOUNDATION
NEW POST TO
NED FOUNDATION
-I U
LL
24'--2"
FIELD VERIFY
NOTE: NEW 16" SONOTUBE
III
IF THERE IS AN EXISTING PIER MIN 48- AFG, AND
IT MUST BE A MINIMUM OF 48-in BFG MIN BFG OR
OR FASTENED TO BEDROCK AND TOBEDROCK
OCK
A MINIMUM OF III AFG
SEE DETAILS FOR MITIGATION
Proposed Foundation for 2nd Flr Deck
Scale: 1/4" = V--0"
w
0
W
HSS 5x 5x J"
STEEL COL pRIVACYWALL-
EACH END OF BEAM
FASTEN TO PRIVACY
BY REVISION
SPECIAL NOTES:
1. Contractor shall walk through each unit that will be
*
Aa �� 0,
receiving a new deck(s) and observe and cracks or other
imperfections. The
�(f�
Contractor shalt be accompanied on
this walk through by the Owner's representative. Photos
V
andnoteswill be taken and made part of the Construction
Docums.
2 The Contractor, Wth the
the
shallbse a and examine existing rim btoariveds (not the
a
ledger boards) for both the First floor deck and the second
'unacceptable'
floor deck. If they are deemed by both the
Contractor the Owner's
and representative, they shall be
E%_
NOTE.
(4) SIMPSON HOLD DOWS SHAL
removed and replaced prior to beginning construction of he
decks.
L
co
BE INSTALLED SIMPSON OR EQUAL
(1) AT EACH END AND Us26 OR EQUAL
THE OTHER 2 EQUALLY SPACE
LEDGER BOARD
CONCRETE NOTE:
rr-�
O
EA
ACROSS LENGTH OF DECK CH FJ
SEE DETAIL
1. if bags of SackCrete or QuikCrete are used to pour
�
foundations, sonotubes, retaining walls, or stair pads the
co
C\2
Contractor MUST add one (1) shovel of Portland cement
DBL END JOIST
per 80-lb bag. Mix shall not exceed a 6-in slump.
LAGS INTO
PRIVACY WALL
Z
SEE DETAIL
a
General Design Criteria
WALL FOUNDATION
1.
Seismic design category - C
O
SEEDETAILS DBL END JOIST
BOTH SIDES--,
2.
Concrete weathering probability -Severe
j
Design 90
RIVACYWALL
RtVACYWALL A
4
wind speed - mph
D d
2x8 PT DJ esign group snow load - 60-psi
@16-in oc 5. Termite infestation - Slight to moderate
24'-2° 6. Decay probability - Slight to moderate
w
7. Exposure category- B
z
SIMPSON Hi 8. Wind-borne region - NO
L(2x10)2
C)CLIP
ON NEW DJ RIM Li
CS
4
ON OUTER SIDE O VER WITH General D@Sign LOadS
EVERY DJ
Ix CEDAR ON FACE
�•J
Cl
Deck Floor Load - 60- of live load lus dead load
�ci
P p 'ol
cc
Fr 2 rl-
Upper Deck Framing Plan
A-1 Scale: 1/4" = 1'-0" NOTES:
REPSIDING
ONE ALLPRIVACY
ANGLED 1. Should the project become delayed for an reason and
SIDING ON PRIVACY WALLS P / Y y
Q Q
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....................................................................
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34-inches and not more than 38-inches.
3. Handrails for stairways shall be continuous for the full
°�
length of the flight, from a point directly above the top
�
riser to a point directly above the lowest riser of the
°
• o 0; °, ° C a
flight. Handrail ends shall be returned or shall terminate
_°L
L UN _ 2— ° a
&0,,C
Cr.��L.0'
in newel posts or safety terminals.
°WN ° ° ° ° y �„ N';,
PRIVACY WALL—.,,"
. PRivacv WALLRlvacv
4. Handrail Grip:
WALL
o o'�' o ° _'` ~ N �
a a®°'
a. Type I. Circular cross section shall have an
oYr o c
24-2"
outside diameter of at least 1-1/4" but not
3
°}�o�°,N EN o �_
FIELD VERIFY
greater than 2".
bi."�;; ws a T 2 ao+
0
5. Guards shall be located on all porches, balconies,
UJ N 0 CSL a o c
0- n .. °- a ° M`''
ramps or raised floors located 30-in or more above
�C14
CONTRACTOR TO VERIFY
\ PosrFALLs oNP.w.
grade.
�%.*N OFLSS/p.��y�
\--FOUNDATION - IF NOT
6. Guard height shall be not less than 36AE
g -inches.
CONTACTDESIGN
7. Intermediate rails and spindles shall be placed so as
W
PROFESSIONAL
not to pass a sphere 4-inches or greater.
a�
_ Existing 2nd Floor Deck
Ex 2 9'
A-1 Scale: 114" =1'-0"
7-18-22
Beam - Sign Off:
m °
o, a
v
c d��w0,o
The Unit Owner recognizes and realizes that the specified beam
+10
°' C U o -a W o " v
results in a reduced headroom and reduced visibility.
U C
L m a * � o �
„
oCS
6 N �IIA, d41 NN4-' �H
.
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i O O N O
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0.0 N C +H >_ Ul Q'>.
-
+' 4- 3 -N UI +' V1
.0 4- i°. i S O N N O t N
Owner Date
►- o o.IC � U e z U +� z
DRAWN gy
DATE
July 16, 2022
100 % Drawings
PROJECT NO.
For Construction
22-0104
Typical Unit Deck Flans
SHEET NO.
A-1
252.47-1-2 AST-0199-2023 Scale: 1/4" =1'-0"
Madonna, Steven
20 Top of the World
Deck repair 151 s.f.
2x8 DECKJOIST
(3) 10d GALVANIZED ^ N
NAILS
c '
COVER w/CEDAR SIDIN
2x10 P.T.
RIM BOARD
0_,4 Rim Board to End of Joists
Scale: N.T.S.
SIMPSON ECC46
OR EQUAL
6x6 F
PO:
ATTACH WITH j" GALVANIZED
OR STAINLESS LAG SCREWS
�IF� AS SHOWN
N`� o II o 0
o 0 0
STAGGER FASTERNERS
IN 2 ROWS AS SHOWN
D_6 Ledger Attachment To House
Scale: N.T.S.
SIMPSON ECCU46
OR EQUAL
6x6 PT_ /J
I
POST
TYPICAL AT END TYPICAL OTHER THAN END NOT ALLOWED
Wood Beam to Wood Post Connection - I & 2 Ply Wood Beams
Scale: N.T.S.
USE THIS OPTION FOR
ALL FJ - BEA
CONNECTIONS
USE THIS OPTION
rOR
ALL FJ - LEDGER
CONNECTIONS
SIMPSON OR EQUALS
AILS
ADER
H1 OR H5 HURRICANE TI
SEE NOTES BELOW
NAILS
OIST
qUS28
SON OR EQUAL
HANGER
SEE NOTES
Joist to Beam/Ledger Connect Detail
Scale: N.T.S.
12-D SONOTUBE
TOP - MIN 6-in AF
R 12x12 SQUARE
TOP - MIN &in AFG TOP -MIN 6-ii
EXTENSION
2-in SC
2-in SONOTUBE
RADE
RA
(3)#6 REBAR
:ti I= I
I=T
'
III=I 1 = I 1
I =III— I
°Q
I
MIN 2-in COVER
a
_ _
MIN 3-in INTO EXTENSION
DRILL AND EPDXY MIN
-II 1T
=T1�
'd Q.
T=1T D I
1 I � (- _ —III—
d
1Ti
T
3-in INTO EXISTING
III_
�I jI
e
-
1==LIl1=
�ll1=111
I 1L
EXISTING PIER�
I1--BEDROCK
T
_97—
o
BELOW GRADE
I
(4)#4 REBAR PINS
o1T I
�—
4-in INTO SONOTUBE
o oTHE`
4
1
DRILL & EPDXY
4-in INTO BEDROCK
2-in CLEAR
NOTE:
ALL CONCRETE SHALL
BE 3500-psi MINIMUM
Extend Exist.
Foundation
rD--Ia�New Sonotube Foundation
A-2 Scale: 1/2" = 1': 0"
A-2
Scale: 1/2" = V--0"
MITERED JOINTS
DRILL & FASTEN WITH
,—CAULKED BEFORE
SELF TAPPING #10 - I" LONG
PAINTING / STAINING
@ CL @ 24-in oc
1x CEDAR
LUE & SCREW
TO STEEL POST
PREDRILL WOOD TO J" DEPTH
FILL WITH WOOD PUTTY
AFTER SCREW INSERTED
6x6 PT
WOOD COLUMN
CEDAR WRAP
TO 3-in BELOW 1s
FLOOR DECK LEVEL
SIMPSON PS66
OR EQUAL
POSTBASE
Column Connect & Wrap
D_2
A-2 Scale: 1/2" = V--0"
BY I REVISION
o
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UCC
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00
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c
0
06 .°LUN ,0=+0 (°)
NON -CORROSIVE FLASHING
Cn
oN ° �,� 0-P. r- a
MIN. 6-in ABOVE HOUSE FLOOR
°WN ° v y �' N d
„
-$" v w o�•�« o E
LEDGER -SEE DETAIL 6-A LASHING MIN. 6-in OUT FROM HOUSE
2 0 o o ° o v` o �� ®o+
SIMPSON LUS8 OR EQUAL
> o° a r o t
OR STAINLESS HANGER
o> N 00 3 a' n 0 o c
11"—GMAX
ECK JOIST
y�oa�i°��� °'a a�
W-Z 9
Z— N M
`FESSj1rbj�
A
6-SD#9x1-1/2"SCREWS`
VAp"9�h��
j
OR 8-10Dx1-1/2" NAILS
7*'1"
IMPSON DTT1Z HOLDDOWN OR EQUAL
FOUNDATION OR
HDG LAG WITH HD WASHER
NOTES:
1. Hangers shall be ZMAX hot -dipped galvanized
connectors
2. Fasteners (nails) shall be either.
- Mechanical galvanized Quick Guard, or
- Hot dipped galvanized
3. All holes in hanger must be filled
HOUSE WALL
in PENETRATION INTO SILL,
TOP PLATE, OR STUD
At Holddown Joist Locations
0
3 1114 E LC
c •twwu+r'w o
D_4 Joist Attachment to House Ledger m = o
��
O p d4 N�-I'U
Scale: N.T.S.
Ql 'F' •41 L U •Y C +' +,
N E N d �-' N N E N N
F o, u -Y d a�
0i W LA s,. o o � o�, 0
W t to +> >- e, W >-
4- 4- a ++ kn +, w
X 4- i i S 0 N N O t N
r- o a -0 -P U E Z U +° Z
DRAWN gy
DATE
July 18DrawingsPROJECT
/ oo Drawings
NO.
For Construction
22-0104
SHEET NO.
Typical Deck Details
)
A_
Scale: 1/4" = 1'-0"
BY REVISION
12-if
#4 REBAR 3-in LEG IN PAD
MIN. 6-in EXTEND INTO SONOTUBE
18-in DIA ELEPHANT FOOT
OR 16x16x10"PAD UNDER�E
SONOTUSES
�sTSonotube Detail &,44
Privacy Wall Sheathing
A-4 Scale: 1/4" =1'-0" Scale: 1/4"
(3)ROWS OFJ"x 2-112"
STAINLESS OR GALVANIZED
SCREWS @ 6-in FROM -
TOP AND BOTTOM AND
3rd IN MIDDLE
COVER OUTSIDE
EDGE M
CEDAR
(2)2x2 P. T.
TOP ANI
WOOD
(2)
BOTTOM
,—PRIVACY WALL
U
MATCH TOF
2x4 TO
OF D
OR
SCREWS
Optional Lattice Privacy Screen
Scale: N.T.S.
WALL
SIMPSON C
METAL
ONE Si
SIMPS01
MET
ONE
P-Br Privacy Wall Bracing
A9
Scale: 1/4" =1'-0"
SILICON CAULK
L/—AROUND JOIST - BEAM
INTERFACE
ADD PEAL & STICK'
FLASHING TO BOTH
SIDES OF BEAM &
ACROSS TOP OF BEAM
AT WALL PENETRATION
Typical Sealing Arm
Scale: N.T.S.
PLY/OSB SHEATHING
TO FIT WITHIN 1/8-in OF
1_7BEAM - ANYTHING LARGER
WILL BE REJECTED
SILICON CAULK BETWEEN
BEAM AND SHEATHING
2nd ROUND OF SILICON
HULK BETWEEN BEAM
AND CEDAR SIDING
ind Beam
SHINGLES TO MATCH H
15# FEL
J" PLY SHEATHING
2x6 RR - MATCH PITC
SINGLE TOP PLATE
OPTIONAL LATTICE
PRIVACY SCREEN
SEE DETAIL P-6
(1) 2x6 @ 24" oc VERTICALLY
BETWEEN STUDS
ABOVE BEAM
LOCATION OF
2nd FLOOR DECK
BEAM
TS 12x 4x J" o
(2) 1-3/4 x 24"MICROLLAM
SEE DETAIL PI-A7
i"x 10" THRU BOLT
@ 24" oc VERTICALLY
START 6-in FROM BOTTOM
TS 4x 4x Z"
SEE DETAIL 14-A-
AND DETAIL 2-A4
12-in SONOTUBE
TO MIN 48-in BFG
MATCH ROOF
PITCH
MATCH FASCIA
TO EXISTING
MATCH NOMINAL
► 56KIN
•: ♦�M*♦
AGAINSTHOUSE OPTIONAL LATTICE
►����•
SEE DETAIL P-6
♦���♦
2x6 STUD
16-in oc
LINE ►i�i�i�i�i
►���♦
OF • • "DECK
BEAK
DBL 2x6 SIDING MUST
AGAINST HOUSE BE HORIZONTAL
NAIL TO HOUSE NOT ANGLED
2x6 STUD
@ 16-in oc
LINE OF 1st FLOOR
SIMPSON HUCD610-SDS DECK_
R EQUAL GMAX OR
STAINLESS HANGER
2x6 TOP PLATE
T. 2x6 BOTTOM PLATE _
2) 2x10 BOX BEAM
SIMPSON HHE
10-SDS
OR EQUAL
OR
STAINLESS
ER
P-Fr Privacy Wall Framing
A-4 Scale: 1/4" =1-0"
6 STUD
"PLY OR OSS SHEATHING
rYVEK WRAP
4-in HORIZONTAL CEDAR
SIDING
Typical Privacy Wall Construction
Scale: N.T.S.
2x6 STU
" PLY OR OSB SHEATMN
EXTEND BACK FLASHING
TO 16-in AFD
TYVEK WRA
AULK BETWEEN FLASHINGS
4-in HORIZONTAL CEDAR
AP FLASMNG
SIDING
(_'1_DECK1NG
EXTEND BACK FLASHING
I
TO 34" BELOW DBL END JOIST
jil
P_4 Typical
Privacy Wall Flashing
Scale: N.T.S.
MATCH INSIDE
CORNER TRIM
MTH EXI STING
rp__F'r� Privacy Wall Elevation
A-4 Scale: 1/4" =1'-0"
(2) 2x6 STUD ON
NSIDE OF WALL
MATCH EDGE
TS 4x 4x I" COLUMN
" SHEATHIN
IV
N PRIVACY WALL
2x6 STUD
MATCH EDGE
WITH TS ON
ONE SIDE
DRILL OUT SHEATHING
TO FIT AROUND BOLT"
x 10" THRU BOLT
SPACE @ 24-in oc
VERTICALLY
TS - Wood Stud Connection
P_?
A-4 Scale: N. T. S.
POST PRIMED
WHERE INSIDE WALL
TS 4x 4x POST
INSIDE WALL
INSIDE WALL
SIMPSON HUCD610-SDS
2
(2) 2x6
PLAOPE R EQUAL GMAX OR
STAINLESS HANGER
OUTSIDE - (1) 2x
(2) 2x1
^ Z`
F+1 CC)
co
In
TO to
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SIMPSON HUCD610-SDS 2x6 PT BOTTOM ^►tr.,
GMAX OR STAINLESS HANGE PLATE
OR EQUAL - BOTH ENDS
y Ta 4
STEEL COLUMN PRIMED
AND PAINTED (2 COATSJ__�,4
WHERE EXPOSED
P_2 Bottom Privacy Wall Beam
A-4 Scale: N.T.S.
0
41
-00
c is W N U4�W-0U
N o o� a v c U d a
o N Ol U °'_[ Ca-Y
N N tAA 4S L O O i N 0
.�C q- L L C O N N O .L v
►- o au++ U EZU+'Z
DRAWN gy
DATE
July 18, 2022
1 00 / Drawings
PROJECT NO.
For Construction
22-0104
SHEET NO.
Privacy Wail Details
A-3
Scale: 1/4" =1'-O"
I