AST-000472-2017 "OW TOWN 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-000472-2017 Date Issued: Wednesday, October 10, 2018
This is to certify that work requested to be done as shown by Permit Number AST-000472-2017
has been completed.
Tax Map Number: 252.48-1-29
Location: 43 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.
Unit 43 By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
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
ow 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000472-2017
Tax Map No: 252.48-1-29
Permission is hereby granted to: Northern Enterprises General Contracting LLC
For property located at: 43 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
Tyne of Construction
Owner Name: Top of the World Homeowners Assoc. Deck $2,750.00
Owner Address: 441 Lockhart Mt.947 RD Total Value $2,750.00
Lake George,NY 12845
Contractor or Builder's Name/Address Electrical Inspection Agency
Northern Enterprises General Contracting LLC
38 Saratoga AVE
South Glens Falls,NY 12803
Plans&Specifications
Deck 150 s.f.
Unit 43
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 10,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expim on date.)
/�
Dated at the Town of Qµ�nsbury; "TJ�trsd (t10, 017
SIGNED BY: 1 �I� /// for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use only
ACCESSORY STRUCTURE Permit#: 1
PERMIT APPLICATION Permit Fee:$ 5�
tuwn of(Zaeens ury
742 Bay Road,Queensbury,NY 12804 Invoice#: Z i
P:518-761-8256 www.oueensbury.net
Project Location:
Tax Map ID#: �!�� .4�- -�� Subdivision Name: l ( f
i
CONTACT INFORMATION: A!11; I' 3 2017
•
Applicant:
Name(s): U
Mailing Address, C/S/Z:
Cell Phone:-(
SIS ) - Land Line:
Email: 1 SCC(3 QYY) 1 C R 1
•
Primary Owner s :
Name(s)• Mo i lJoH(l t tayoa)ryrs f-I ssnr (q'lon
Mailing Address, C/S/Z: 04
Cell Phone: (Jaq ) 4(P 4115 Land Line:
Email: til d)9(�r�'[�J��rl (r1miCk�� )�a�ah
• Contractors):
Business Name: N IAY+Wn -►}} r- acflh LLC
Contact Name(s):
Mailing Address, C/S/Z: f2 N I a8
Cell Phone: (,1D9 ) , - Land Line: r J`r�i' ) -7
Email: 00r-('('lo 'n? ?lhrise_s/1 0rnn11 ( m
•
Architect(s)/Engineer(s):
Business Name: 1
Contact Name(s):
Mailing Address, C/S/Z: i
Cell Phone: _O Land Line: ) _
Email:
Contact Person for Building & Code Compliance: enjF 10 Ul bpi
Cell Phone: 151 �_) Land Line:
Emai1: 100YA fir) . nrrCo -0)Q(MJT nom
rown of Queensbury Building&Code Enforcement Accessory Structure Apphcanon 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:
2n floor:
Total square feet: 1 J�
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? YES gExplain:
4. Are there any easements on the property? YES
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 1, 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:IV 00el"
rI lI �7
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
RASE 1 �`+ THE r�J � Ulf
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u'I'S
Idol
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Bldg.l Bldg'J
gl H ele,4 804 ak,4 804
616,4890 27 28 29 Bldg.K Bldg.L
Bldg.0 25 2® 3D 31 616,4 808 *16%910
ela,4 890 23 24 33 34 35
20 21 22 32 36 97 38
19 elou°'91i `N
39
40 41
Bldg.N
ala,4 809
Bldg.A • 42
6Ie% 8 Bldg.B �,, ,
44
Bldg.C 45
2 3 8 ala%833
Bldg.0 Bldg.E
7 8 elev 847 Ole%862
10 11 12 ,
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13 14 16 la%948
1
17 18 1
Nea
„„ .. „„ W.,, „• ...,,. . „„,, ..,. - BY RE,VISION i
NOTES:
i
1. Should the project become delayed for any reason, and
the time between the beginning of the project and the date
stamped by the Engineer exceed one (1)year the plans —
C—
must be reviewed for NYS Code changes by a licensed
NYS Engineer or Architect prior to beginning construction.
2. All construction shall comply with the 2015 Residential Y C'
Code of New York State and the Energy Conservation CHECK LEDGER FASTENING
TO HOUSE-MUST HAVE AT LEAST
Construction Code of New York State. '
(1)J”LAG BOLT MIN 1-1/2"INTO JOISTS MUST BE SECURED TO LEDGER I
3. The contractor/owner shall comply with all laws, rules and w/HANGERS-IF LESS THAN 1 1/2"BEARING °�
BOX BEAM @ 16-in oc ALSO SEE LID,
ordinances of any public authority bearing on the DETAIL D2 ON SHEET A-2 rN HANGERS THAN USE DETAIL D3-SHEET A-2 00
performance of the work. o FIX
Q r
4. The contractor is solely responsible for all construction
means, methods, techniques, sequences and proceduresI I o
IF 11f il� 91 t--- !
and for the coordination of all portions of work. j
excel _. ..
C\1
5. The professional services of the Engineer do no
t �d to
T z
or include the review or site observation of the contractorsMd
I work or performance on this job. The Engineer is not itr�
responsible and is to be held harmless by the owner from REPAIR/FIX RAILING Z z
any claim or suit whatsoever, including all payments or SEE DETAIL D1 SHEETA 2 w
sen fr rn
costs involved arising from or alleged to have arI om
the contractor's work to conform to design intent. s-s (+/)
6. All measurements to be job/field verified and advise CD
Engineer of any discrepancies prior to proceeding. `n w
not t0 be scaled from for field work purposes. EXISTING JOISTS JOIST HANGERS a
7. DrawingsP Po 24-in oc SEE DETAIL I A2
S. All stairs: @ RADD"MINI"LEDGER Ex-2 Existing 2nd Floor Deck �-+
E-
a. Max rise 8 1a" TO CARRYING BEAM -
b. Min run 9" _
SEE DETAIL D2a SHEET A-2 � A-1 Scale: 1/4”=1'-0" � Q
0
G. Nose 1 1/8J' — 2 4 8 — C) o
°
SPECIAL NOTES: U er Deck Framing Plan
- 1. Contractor to verify all pier support depths are to either Fr-2 lnh �^
A-2 Scale: 1/4"=VI
bedrock or to a minimum of 12-in BFG by digging around
them and calling both the Design Engineer and the o 2 4 a
Building Inspector to observe and verify he depths.
2. Any piers that do not meet the requirements of Special
Note 1 must be repaired to Code, i.e., removed and taken
down to bedrock or a minimum of 48-in BFG. xlSTING BEAM srllvG BEAM
3. Guards/railings of all decks greater than 30-inches above
grade must comply with the RCNYS requirements, and be
repaired as shown on the drawings. Decks less than W- = 1
inches above grade may remain as they currently exist;
4 ;
AGREED UPON EXCEPTIONS 4° MAX 18'O"
t • The 2' floor carrying beam is not being exposed, i.e., the ADD 6x6 CORNER
siding on it is not being removed at the request of the BRACE BOTH
I SIDES- SECURE TO
Condo Association and the Unit 43 Owner. TOP BEAM AND POST
C
Engineering America Company is not responsible for the wi 2 2"LAGS THAT To
Y F
9 9 P Oe O
condition of the main beam or its structural integrity. MIN 2-in INTO POST AND BEAM
• -Engineering America Company is not responsible for the 'V
j
a flashing between the houses/units and the ledgers. 1
,�? coC �Z
�-
a,
STING
EXISTING
- h
;.. -. .. .E,,..., . .. �.... _.? EXISTf G E?QSTIIi
r�
6X6 POST
_ w
,. ._. - POST - }' 6x6 POST
r...•: ..,, 6X6 Pt.��'T< a,. ��n 6X6
1. 42
°
CF
ILE
TOWN of QUEE
N.SBURY E..
:i -BUILDING DEPARTMENT O
Based on our limited examination,compliance
— — — with our comments shall aot be construed as O"
' a indicating the plans and specifications are ln:,.- °
full compliance with the,Building Codes of ~
c;At Now York State.
T(Da t'
1}
y -11
CHECK LEDGER FASTENING sR_ a` .» i.ap r
TO HOUSE-MUST HAVE AT LEAST
t ,:
JOISTS MUST BE SECURED TO LEDGER az� �a, c o c
LAG BOLT MIN 1-1/2"INTO
z w/HANGERS-IF LESS THAN 1 1/2"BEARING v o v v
i BOX BEAM @ 16-in oc ALSO SEE . fTOON
HANGERS THAN USE DETAIL D3-SHEET A-2 _ o a�DETAIL D2 ON SHEETA 20 > _ o >v
FIX = I cviN.a �caC o
v v
oq
1.O� " �,OC C
¢ > p�-Q 0
Ou W -�N
p-C CP,n ''''OF v O •C C
.^ 3iNa�i Evva am
SEE DETAIL o^
N M
or
SEE DETAIL D9/A2anc s Q ytl•, , w
nd/or D5, D6, D7 A2 �' I. e � A �d,Q + s`
o+ - A �, �
DETAILS 15, D6,D7 ON A2 / /
SEE DETAIL . t
(2) 2X10 P.T. - T _ s • d , `
SEE DETAIL o D9/A2 and/or
SEE DETAIL D9/A2 '� � ' • � � °
BEAM SEE DETAIL D9/A2 ,/ r� r D5, D6, D7 ON A2 4
\ D9/A2 and/or
DETAILS D5, D6,D7 ON A2
DETAILS D5, D6,D7 ON A2 / 05, D6, D7 ON A2 q
#
NOTE:EXiSTINGJOTS]SJ
—
LOWER LEVEL DECK
Q)
@ 24-in oc v,
v-
i in AFG v
5
NOTABOVE 30 o ov
THEREFORE DO NOT a, +1 S u U
oa v a
U
a;
- NOTE: REPAIR GUARDS THIS LEVEL � o o d � v ,-�U d +-
NO REPAIRS TO 1st LEVEL DECK a 0� *' +' �
OTHER THAN N/HAT I$REQUIRED 5A-1'
Existing 1st Floor Deck d Q, c T <3 .2 �N ° N
Foundation Plan
OR POSTS
- -a
a, u � d ._ x
0 �
L SECIJRE 2nd FL _ > �
Fdn 0 ERY m ass i
TO PRP d s
i - Ul +' i O O i N O
. , '
Scale. 1 0 c°i 3 +° > v a 1/4 "
A-2 Scale: 1/4' -1'-0" -
A T'000472-2017
S
2 4 8 1 0 2 .- 4 8 T02 O8 he w01'ld Hol1le6whers ASsoC F- o o a +� u z v +�z
< Sp i is o a, a, os aJ
0 p
DA-2
Lower Deck Framing Plan 43 Top of the World,`,Unit 43 DRAwN gy
Scale: 1/4"=,1 0
Deck s•
DATE
2 ! February 23, 2016
0
4 8
PROJECT
N0.
100% Drawings
„ 17-0004-U43
For Construction
9 SHEET NO.
Unit,43 Deck Plans
Scale: 114"= 1'-0°
1
s 4
. ... BY REVISION
9 •
t
T. 6x6 WOOD POST ATTACH WITH "GALVANIZED
2
/ OR STAINLESS LAG SCREWS 3-1/4"SPACING NOMINAL 7"
AS SHOWN-ADDAS REQUIRED 1x3 NAILER SPACING
rT
O EXISTING FASTENERS
OST/COLUMN `'
SIMPSON OR EQUAL - - - - - -
i%% BS66 PAST BASE i '"2"—� y
TOP OF SONOTUBE fig, MAX TREATED —
2" v 2 —o o .T. 2x10 j p
MCL
----NOMINAL 5"EMBED :- STAGGER EASTERNERS a
RADE IN 2 ROWS AS SHOWN
';. 12x12 RECTANGULAR 4 /�
' ' j ::• :' D_2 Ledger Attachment T�7 House
KLEVEL
R '+: SUPPORT TO BEDROCK — —
�\
—SUPPORT
TO 48-in BFG d
A-2 Scale:N.T.S. -
4x4 POSTS
OLTED TO 00
RIMIWO
/ /�•, , ••,�••y /\�\ `-_ ATTACH WITH2"GALVANIZED 1-1/2 x 1-1/2 SPlNDELS CCC)
OR STAINLESS LAG SCREWS kn
AS SHOWN-ADD AS REQUIRED NAILED TO RIM
TO EXISTING FASTENERS D_�g Existing Railing
f onotube To Grade o o 0 A-2 '°2"=''-°" � � o -
D-6 Top of Sonotube To Grade D-5 Top o S
A-2 Scale:N.T.S, i A-2 Scale:N.T,S. 2° ' 0 6" o T.2x6
�:....� z
Y
STAGGER FASTERNERS H®�
IN 2 ROWS AS SHOWN ADD 2x4 TO TOP Z
D-2a Wini" Ledger Attachment To Beam 3"v2 � 2-3/4" �OF POST TO POST
-�. ) JV✓✓ Xt/✓XF ✓M/✓.w✓JlX/✓MI✓M/,JV!✓1W✓NLJN ♦ �
A-2 Scale:N.T.S.
- _ � _
3 #4 REBAR in W
O
PINS-EQUALLY > E-
o
U
SPACED ECK LEVEL
�- S z °
- - - - -- O
SONO TUBE ' VERIFY POST FASTENING_ IT
_ _ _ MUST BE MINIMUM OF° 1 GLUE& SCREW WITH(4) s"x 2-1/2" — 2) 3/8"LAGS FULL 1-1/2"EMBED
#4 REBAR TO STICK ° — €JAOGSST8-in SISTER PIECE TO - - — - - - - - — OR REPLACE WITH
UP INTO SONOTUBE--�\ , (2) 1/2"THRU BOLTS co
MIN, 4-in _ " ° ° ECK JOIST INFILL BETWEEN EXISTING
Z`-
QR D-2p
Proposed Failing Fix _SPINDLES WITH 1i/2x 1-1/2"
DRILL BEDROCK&EPDXY#4 REBAR OF EXELS TO UNDERSIDE
MIN 4-in INTO BEDROCK � EMOVE EXISTING HANGER Scale.'1/2"=1'-0" OF EXISTING RAILING
DD SIMPSON OR EQUAL
/ GMAX LUS26-2 HANGER ,
Sonotube to Bedrock Detail
FOUNDATIONOR�
D_7 HOUSE WALL / \
NOTE#1:
A-2 Scale:N.T,S. _ _�.�_ IF EITHER END OF THE
1st OR 2nd FLOOR DECK JOISTS
ARE NOT SECURED BY HANGERS
SIMPSON OR EQUAL GMAX
HANGERS SHALL BE INSTALLED.
4
D-2
Han � er Fix If Joist has <= 1-1/4" Bearing on Hanger
gM
Scale:N.T.S. '`' •U
,
NOTE#2:
CONTRACTOR TO VISUALLY , Co
L.
tv ,-
4
s
-
INSPECT ALL JOIST
�O.
S
... _ ;•r : .: �� -
CONNECTIONS--':
- CL
e IF JOIST 1S HAS<=1-1/4 BEARING O
l q
BACK BACK THIS FIX MUST BE
INSTALLED : C
--- i -- - U (� �
o �
-j fo
o
EXISTING 4x4 POST
i TOE NAILED TO DECKING
ALL -
'17W
" v ,
DECK BEAM" C
L
0,2 x2
x700 0 -
0),C)
OUNDATION ° ,-A-a°'' .o--c,5
' NO SUPPORT____,Z ,/ F �N u a N 0�v °
^ _ OF CONSEQUENCE / oWN`o a �m v
OE
L .-O v L Q
p �(n co C L
1 vrn o >>
CL
- - DLO°3>a oEC-°
- - c -
D:9 Inside Post - Existing °° _° _
tii.vj 3:j o ?v o o- o-
' N c C «1 N O FO,:
Ail Scale:N.T.S. i
ZIU 9 oy v`_-' o o Uw
zz- t�CN? /,�. r,
YA
J p A"J' y"� • J
, ' '` a' n
EXISTING 4x4 POST 11 n d
TOE NAILED TO DECKING, "4X4 POST
` HURRICANE CUPS ALL / m , ( ' {
i HURRICANE CUPS V `� '���,' �.� •
BOTH SIDES POST BOTH SIDES ��, t� °'�� OBJ ��•R�.,
.9p� ✓) �o
t DECK BEAM2�t OF`\ "Vvh, a44Q������
EAM
4-
4„x 2"LAG v+ v a, ai, d o,
L4x 6x 2„x 4+� _ v m W v
4"x2"LAG— 4x 6x2„x4 �°-�' U �° -u a,u°” v
- L O O d Ol -F'
ANCHORS d v o _ -N a, 5p �
(2)2"x 4"EMBEDEG �°-�'d m e o z,p o �
- - LA
v N Ul LOI+' L O O i N 0 -
Ln 41 a ._
D9 sw ° Lsovvosv
• 46 Inside Post - Fix O a-ap U E Z u -p z
9
a AF2 Scale:N.T.S. DRAWN y
„
� 9
DATE
_ . February 23, 2017
PROJECT N0.
100% Drawings
- 17-0004 U43
For Construction
t SHEET N0,
= Unit 43 Deck Repair Details
Scale: 1/4"= 1'-0"
{