AST-000471-2017 as �lG d TO W OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-000471-2017 Date Issued: Wednesday, October 10, 2018
This is to certify that work requested to be done as shown by Permit Number AST-000471-2017
has been completed.
Tax Map Number: 252.48-1-30
Location: 44 TOP OF THE WORLD
Owner: Top of the World Homeowners Assoc.
Applicant: Northern Enterprises General Contracting LLC
This structure may be occupied as a: Deck 150 s.f.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (.:. .0.40 4 ‘tect
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000471-2017
Tax Map No: 252.48-1-30
Permission is hereby granted to: Northern Enterprises General Contracting LLC
For property located at: 44 TOP OF THE WORLD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Top of the World Homeowners Assoc. Deck $2,750.00
Owner Address: 441 Lockhart Mt.#47 RD Total Value $2,750.00
Lake George,NY 12845
Contractor or Builders Name/Address Electrical Inspection Agency
Northern Enterprises General Contracting LLC
38 Saratoga AVE
South Glens Falls,NY 12803
Plans&Specifications
Deck 150 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 10,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the ex/p. lion
gdate.)
Dated at the Town of umnsb { / /A'hur ust 10,2017
SIGNED BY: (,�1.'YKV �•VJ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE Permit#: 85T —Ali 20 01
WQ_ PERMIT APPLICATION Permit Fee:$ �
742 Bay Road,Queensbury, NY 12804 Invoice#: 2 1 i 0
P:518-761-8256 www.ctueensbury.net
Project Location: I 0
�q I [.X hcvMr/i+' �-rIL� C7ed'
Tax Map ID #: o7rc�•4�'- I - �) LL if 44_ Subdivision Name: 1/)YJ of P LCJ�>r�[l
CONTACT INFORMATION:
•
Applicant: AUG3 201LL
Name(s):
Mailing Address, C/S/Z: '_ JJ
Cell Phone:-( Land Lin - Q
Email: 00cI PfJoe T0_(3m
Primary Owner s : , II `` n
Names) � ( ��UY 61 f t�Y} 1P U! l)11Pf S / 1t4SUC1(khnn
Mailing Address, C/S/Z: L2945
Cell Phone: ( 7x)4(0 3 - µ Jr Land Line: (
Email: (iC 19602 (cl���rrn;! trim iCk ��,)oillah
• Contractors):
Business Name: I h LLC
Contact Nam
.(s
Mailing Address, C/S/Z: y) (41er)STIOIN I LV
Cell Phone: (519 ) - Land
Email: j]n /YIP Qrnr 'So nrnn � l (�}m
• Architect(s)/Engineer(s):
Business Name. Er6trieo_rmn An-p-fira Comlianq
Contact Narrl
Mailing Address, C/S/Z: Q
Cell Phone: J Land Line: )
Email: /Y)
Contact Person for Building & Code Compliance: GreI
Cell Phone: LSI J ) Land Line:
Email:0!)yJ+t[` ✓nr'i.y n C4I)')
Town of Queensbury Building&Code Enforcement Accessary Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial Residential
WORK CLASS:
✓Deck,Open Porch —Solar Panels(w/o rafter upgrades) _Carport Cell Tower
Shed _Pavilion, Pole Barn, Canopy _Dock Gazebo
Detached Garage _Boathouse(with or w/o sundeck) _3-Season Porch
_Other(description: )
SQUARE FOOTAGE OF STRUCTURE:
1st floor: _
2nd floor: /Ou
Total square feet: 150
ADDITIONAL PROJECT INFORMATION`
1. Estimated Cost of Construction:$ a 7 1)
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YESNO Explain:
4. Are there any easements on the property? YES NO
DECLARATION:
1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME:
SIGNATURE: DATE: q .SLI 17
V - Z �
Town of Queensbury Building&Code Enforcement Accessory structure Application Revised April 2017
BASE 1 4�+ THE
U�,�S • y 1
Bide.J �:: •b, �
Bide.H ela'
clew 890 27 28 29 Bldg.K Bldg.L
Bldg.G 26 28 30 31 slew 808 Glow 910
clew 890 23 24
20 22 32 33 35 38 87 38
19 21 clot 912 N
39
40 41
Bldg.N
elew 909
Bldg,A Bldg.B 42 43
clew 9
Bldg.C 44 45 46
2 3 8 stew 833
Bldg,D Bldg, E
7 8 847 clew 9S2
10 11 12
13
Idg.F
14 18 Iew.948
1
17 19 I
low
IMAO
d �M
i
BY REVISION
I
NOTES:
1. Should the project become delayed for any reason, and
the time between the beginning of the project and the date 1
stamped by the Engineer exceed one (1)year the plans CHECK LEDGER FASTENING
must be reviewed for NYS Code changes b a licensed TO HOUSE-MUST HAVE AT LEAST
g y 1)2"LAG BOLT MIN 1-1/2"INTO JOISTS MUST BE SECURED TO LEDGER
NYS Engineer or Architect prior to beginning construction. BOX BEAM @ 16-in oc ALSO SEE W/HANGERS-IF LESS THAN 1-1/2"BEARING
rN HANGERS THAN USE DETAIL D3-SHEET A-2a2. All construction shall comply with the 2015 Residential DETAIL D2 ON SHEET A-2 O FIX
Code of New York State and the Energy Conservaco
tion
Construction Code of New York State.
co
ner s comply with all laws rules and
_ 3. The contractor/ow hall c p y I i , I �� ��f j I� j I C 1 �� "'
ordinances of any public authority bearing on the '
n
performance of the work. �--
°
4. The contractor is solely responsible for all construction
co °
means, methods, techniques, sequences and procedures * � o
and for the coordination of all portions of work.
5. The professional services of the Engineer do not extend to , REPAIR/F!,`C RAILING
SEE DETAIL D1 SHEET A-2 z
or include the review or site observation of the contractors
work or performance on this job. The Engineer is not
responsible and is to be held harmless by the owner from i ' l z
I p z z
any claim or suit whatsoever, including all payments or w P-4
w
2 costs involved arising from or alleged to have arisen from U'
the contractor's work to conform to design intent. EXISTING JOISTS JOIST HANGERS ch
' 6. All measurements to be jobJ field verified and advise @ SEE DETAIL D31A2
24-in cc
Engineer of any discrepancies prior to proceeding. R ADD "MINI"LEDGER DA-
7.
Existing 2nd Floor Deck
- Drawings not to be scaled from for field work purposes. To CARRYING BEAMSEE DETAIL D2a SHEET A-2 Scale: 1/4"= 1'-0" p
8. All stairs: -
_: a. Max rise 8 %" d — —
p 2 4 8 p
b. Min run 9" z °
c. Nose 1 1/8" Fr 2 Upper Deck Framing Plan H °
t A-2 Scale: 1/4"= 1'-0"
z
SPECIAL NOTES:
1. Contractor to verify all pier support depths are to either
.bedrock or to a minimum of 12-in BFG by digging around o 2 4 a
them and calling both the Design Engineer and the
BuildingInspector to observe and verify he depths. w
p q .
f
2. Any piers that do not meet the requirements of Special I
Note 1 must be repaired to Code, i.e., removed and taken EXISTING BEAM i EXISTING BEAM
i h down to bedrock or a minimum of 48-in BFG. i
{ 3. Guards/railings of all decks greater than 30-inches above
grade must comply with the RCNYS requirements, and be
„v.
repaired as shown on the drawings, Decks less than 30- wh„. .
inches above grade may remain as they currently exist. h y
4 S
4 °
MAX 18'-0”
AGREED UPON EXCEPTIONS
ADD 6x6 CORNER
• The 21 floor carrying beam is not being exposed, i.e., the BRACE BOTH
siding on'it is not being removed at the request of the SIDES-SECURE TO :
Condo Association and the Unit 44 Owner.
TOP BEAM AND POST
_.: • w/(2)8"LAGS THAT TO C
_ Engineering America Company is not responsible for the �.
condition of the main beam or its structural integrity. MIN 2 in INTO POST AND BEAM
I
_ cv
• Engineering America Company isnot responsible for the - `}
'�
flashing between the houses/units and the ledgers. ,
L
0) �Z
EXISTING EXISTING 0)
OST
ti- 6x6 6x6 POST .,
EXlS7/NG. ,- ' '�; EXISTING ' - R3
-OST - 6x6 POST - �...
- 6x6 P
tiU
a
tC3
-
m
`
j ter
4 O
1
J
O
— TOWN OF QUEEN5BURY
BUILDING DEPARTMENT liance
- t Bated on our
limited e) be con�Uued as
s ndicating the plans and 5u ding, Codes of
full compplance with the
New York State '
CHECK!_EDGER FASTENING r-•,-. cau- # _° °
TO HOUSE MUST HAVE AT LEAST ���� } { J °
1 JOISTS MUST BE SECURED TO LEDGER ' � o' 7 v °
1 LAG BOLT MIN 1-1/2 INTO �w '" f " a
2 w/HANGERS-IF LESS THAN 1-1/2 BEARING �. 3 �o .0-t, �. �.� U
BOX BEAM @ 16-in oc ALSO SEE
FON HANGERS THAN USE DETAIL D3-SHEET A-2Jti1` If ' + lj _�=`i"�`o '13°- °
DETAIL D2 ON SHEET A-2 TO FIX 'lq�) C �o v '3 °
3E
# + w OVICO°,q�jO �°yT
° Nam° Orn
1 ' _ I '-• - -- O�-�O�Orin-'-.tw N W O •�C
-
m33� n y - a°-Orn
F-.«�Z
„
` 00
SEE DETAIL D9/A2 �a��a® +j �t�lU.��=. ! '
nd%rte ri�o'�\� YA;
i DETAILS D5, D6, D7 ON A2 4
r � -
h- SEE DETAIL `i SEE DETAIL D9/A2 ��, ,a'�®a
SEE DETAIL SEE DETAIL mss° �� DEQ ,•
SEE DETAIL D9/A2 D9/A2 and/or� EXISTING JOISTS
D9/A2 and/or D9/A2 and/or _ s� 9 �a
0
D5, D6, D7 ON A2 nd/or D5, D6, D7 ON A2 �� ��
nd/ r DETAILS D5 D6 D7 ON A2 :
2 D T
ON A oc
D5 D6 D7 24-in
qA-
, +W U
DETAILS D5, D6, D7 ON A2 - — ;; 41 0
S
- — NOTE:
NO REPAIRS TO 1st LEVEL DECKQJ
u ° °
OTHER THAN WHAT IS REQUIRED NOTE. " o o_P a e�' a o
QI d C U +' 0 C+'
j m � d ._ XVI._ to
TO PROPERLY SECURE 2nd FLOOR POSTS d v •_ v
LOWER LEVEL DEGK ' � '- d o o �
NOT ABOVE 30 in AFG a o a U _y d :a s
- N Ul 0 S 3 L i > Ili i
FO Un d a t�O%n Plan THEREFORE DO NOT N s �+, L ° r kn
w >QJ °
Fdn REPAIR GUARDS THIS LEVEL a, o 3::+, v
. - i i S O Ui N O S v
A-2 Scale: 1/4"= 1'-0°
. Y .
Ex-1 Existing 1st Floor Deck ~ ° a� £ Z Z
" Fr Lower Deck Framing Plan DRAWN gy
0 2 ; 4 8 A-1 Scale: 1/4"= 1'-0" DATE
A-2 Scale: 1/4"= 1'-0"
0 2 .4 8
March 27, 2017
0 2 4 d PROJECT NO.
q
I II
-
-
., 11111.,..,. ,..d .— s .
1..11,,, z-. �,,
BY.[ REVISION
- --I\F` T. 6x6 WOOD POST ATTACH WITH "GALVANIZED
OR STAINLESS LAG SCREWS 3-1/4"SPACING
NOMINAL 7"
! I SHOWN-ADD AS REQUIRED 1x3 N/1 ,FR SPACINGOST/COLUMN I wts,:.cy rTAOS
EXISTING FASTENERS - � -
SIMPSON OR EQUAL
I
, 8566 PAST BASE a 0 o -_ _ _ _
TOP OF SONOTUBE `� MAX TREATED 2„ --2- 2 --f I
:j/ _ o a 0 �.T. 2x10 -_L — - (0
/// ��' O
° j'•• •,I.'e '•' .� -I -�"NOM/NAL 5"EMBED .I `N~ -T
.:;Y.';•:.{'• ; :�:-'.•" C RADE �/, / " STAGGER EASTERNERS Bio a m q-
IN 2 ROWS AS SHOWN iv
O
j ; •`' ? / 12x12 RECTANGULAR Oh
? ,,---SUPPORT TO BEDROCK n t / I
/ \ \.� .. �`yx.". ~:" l / ' / OR TO 48-in D-2 Ledgerl�ttc c/�C ent To 11®arse ECKLEVEL -
A-2 - —
�\\ �s• "'' 'i' \/\\ \ Scale:N.T.S. —
/\i�\h- " • ' F.\r " •.�\//�\/r,// ' ,. - 4x4 POSTS -
_ _ I
OL TED TO
ATTACH WITH 2"GALVANIZED RIM c
i OR STAINLESS LAG SCREWS
/ \—I-1/2 x 1-1/2 SPINDELS
SHOWN-ADD AS REQUIRED �Xrstrn Re�rl rn NAILED TO RIM1 rTAOS
EXISTING FASTENERS ®-�@4L � g g 0
D-s Top of Sonofiube To Grade D-g Top of Sonotube To Grade V-4
.�0 16°-0 a A-2 Scale: 1/2"=1'-0" C o
A-2 Scale:N.T.S. 2„ 6„_� .--I �l
A-2 Scale:N.T.S. �,T.2x6
1 0 0 �J-� � �III ei 1 -
.STAGGER FASTERNERS C...;) Z
. ” IN 2 ROWS AS SHOWN - 1—� C � a
ADD 2x4 TO TOP ) � I�'. :,
D-2a .11
"Mir�r" Ledger Attachment To Beam 3.1/2" 2.3/4" of POST TO POST � � W
r rwvrn vrNvrx�w� I I � I I I � (! ) , co i
. A-2 Scale:N.T.S. °-'5 fi
. - . f -f- , - I -i - -V- -A- - ',I,, rI . - . i I 4 - -- .-- - !� �
I �
1 �
A
3 #4 REBAR I I -°-- ' - a d w
PINS-EQUALLY' ! � ��,, �.
SPACED ry - v
- 5, 5 � m-® � W
-�- .1 1 � p 5 5 � , 5 -DECK p
j 1� SONOTUBE--_, �I � I �I � �- � � . I � , 5, 1 j , 1 ,5 5. � , f- ]
r - Y �; o -
0
#4 REBAR TO STICK GLUE& SCREW WITH(4) 8"x 2-1/2" _ _ _ _ � MUST BE MINIMUM OF
— AGS 8-in SISTER PIECE TO 1 - -y - \ -(2)3/8' LAGS FULL 1-1/2"EMBEDUP INTO SONOTUBE 0 JOIST OR REPLACE WITHMIN. 4 in�` - -
-T--.
- C . . .
K I (2) 1/2"THRU BOLTS
I DRILL BEDROCK& o fn ECKJDIST
INFILL BETWEEN EXISTING
t,
/� D_11 . p Pr®p®sed �arlrng FIX SPINDLES WITH 1-1/2x 1-1/2"
{ EPDXY#4 REBAR o
_ „_ SPINDELS TO UNDERSIDE
MIN 4 in INTO BEDROCK I A 2 Scale: 1/2 -1 -0 OF EXISTING RAILING
REMOVE EXISTING HANGER (d , , r
ADD SIMPSON OR EQUAL
, GMAX LUS26-2 HANGER
.
f D-7 Sonotube to Bedrock Detail FouNDATION oR�
\6-,
i - ` ti HOUSE WALL -# - -
A-2 Scale:N.T.S. " i_ NOTE#1: l 1
� .
—rte-- 1F EITHER END OF THE
. 1sf OR 2nd FLOOR DECK JOISTS -
; ARE NOT SECURED BY HANGERS
SlMPSON OR EQUAL GMAX
I 11
j -
- HANGERS SHALL BE INSTALLED. . .
9 - - - I - - '
,j
- OA-2
- baner Fi If Joist has <= 1-1/4" Bearing on Manger - 1z Scale:N.T.S.
• I,
. . .
.$ .v ;
NOTE#2:
. - .
, ,. ,,t
.,a
- _ -
,
. ic —.,_ - .�
CONTRACTOR TO VISUALLY
I 1
_ INSPECT ALL JOISTMANGER �3�
. � CONNEC IONS_11-�'y9 -: _ "
_ - T a� ;Y..• - _ 'aea`s v sty _ /�
.,F - - _ _ r� J \V
- -
�••4 T - - - .- ..
e;•�c _ t . -1-
,
,;to., -
r
-� $ .. IF JOI S T I S HAS<- 1 1/4 BEARING . . ,1.,-; " � - q
�,-r - .�- -- - ,...,. :rte'' �.?= - '^i- ;:- .�,, _
-.- - _ - _ s
10T1. ti 8 C S
, - ,�
A K THIS FIX MUST BE N .
a_• - O i
INSTALLED 3•
R3
'� -+►,
iat
a
I � 1. I � -. - T - � I � I . I I ,- � ' � 0 :CZ z
il, i
„ .
:f, 4 Q � `tor 1
it Z;
.�
. _ .
11 Io �
- o
- I 1
o
. .
• - EXISTING 4x4 POST I
TOE NAILED TO DECKINGI. ,
I 1, �---WAj1
.� i //
- ,
- - , -
DECK BEAM a
I
_ -
;y i i v
3 i � 11'' �'. v Dov a D
O,!
:. 1. . OU ATII .1I . vaoE�o'v o..-
_ t %: . ' INO SUPPORT_ ND ) �UN�'-' o�& v
r 4 OF CONSEQUENCE a'a N 0 E: I u°-
{ OWQ Oa),.q - C:(n -fqc
_ - - _
.. O i .
r - - ,
- D
Inside Post - Existing v a= a _•�.
. I i &;.N33�m1,SC: > a av
A-2 -av
Sc 1 .
a e: -
N.T S. v
U C1
O C
W C
- - ..
z
. I z
Z�
M
.. - - ,�•sav9Y .-
v,;
I ��
hy, ®�yi9f10760® 'O" 6
i, I 11 .� � I . I i � �-�� i �, I
A
' =
EXISTING 4x4 POST " . G}, Y1� 1 . I W ,
%' � .
TOE NAILED TO DECKING� x4 POST I�
ALL <, _ a 11
HU
RRI CANE CLI
P5+
0 I
s
HURRICANE �
E
CUPS11 I .r
Y
•3�
- ° �� r " -
80TH SIDES POST BOTH SIDES ;, -k �a. �,�a' �;.
- } DECKBEAM�. �'9®a ,�11--oo�.eoo' .�
\ _ EAM ��d N ���'4
4"X 2 LAG 3 ' ,n c� C i C
L4x6xz„x4' - +� v . ..£ vvdv
, ' 4'x2"LAG 4x 6x2„x4 + us �+�w�U
- -2 � u o a v a v
(2)i x 4”EMBEDED 'a _a)- 4,. u +`>�d
ANCHORS °.a�, t".d.2 x o+, m`i'
o
, ' v a, 61 m+ i o.o i o, o
- - _! I � - _ r. - - - VIS N C i' r 0j 0K T•,
461nsidePost - Fix v odds 3iN3e
_ - 0-29 S i is oo, o osa
- } - „
�- o CL N u zu +"z
I. Scale:N.T.S. DRAWN gy
_ ! 1 DATE -
. 4 :11 March 27, 2097 _
-wry�”` - -
.
O PROJECT N0.
00 D
r^ wi
a n
s
- _ g 7-0004-U44
''
-
or oris ructron
3 - SHEET N0. , ,
I 11
. : Unit 44 'Deck Re� air Details A-2
p
Scale: 1/4"= 1,0„
r.
. . - - • -
J ,
-____