AST-000470-2017 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-000470-2017 Date Issued: Wednesday, October 10, 2018
This is to certify that work requested to be done as shown by Permit Number AST-000470-2017
has been completed.
Tax Map Number: 252.48-1-31
Location: 45 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
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Direc o uilding&Co tirEnfor\-* ent
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-000470-2017
Tax Map No: 252.48-1-31
Permission is hereby granted to: Northern Enterprises General Contracting LLC
For property located at: 45 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
Tvce of Construction
Owner Name: Top of the World Homeowners Assoc. Deck $2,750.00
Owner Address: 441 Lockhart Mt.447 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 expiirr��ation date.)
Dated at the Town of eensbu / / �hurs y A ,2017
SIGNED BY: �_y�.kr'� /aJ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Onlv
- ..a ACCESSORY STRUCTURE Permit#:
PERMIT APPLICATION Permit Fee: $ JO
lcnan rd Ctuccru ry
742 Bay Road,Queensbury, NY 12804 Invoice#: 1 D
P:518-761-8256 www.aueensbury.net
Project Location: _ I( a I,UUA&
Lf'41 L CX iha rt M& r9dUA_e George, J I l
Tax Map ID#: ai5a,4 - � ' `�( � 1 45 Subdivision Name:
CONTACT INFORMATION: i
ply 3 20 7
• Applicant:
Name(s): LL
Mailing Address, C/S/Z:
Cell Phone: -( Land Line: (_5)8 ) 9
Email: 06Y-k t n4 ,o Y IcSeC /1 � 0-nim
• Prima Owner s
Name(s)�1A JQY)d 4ttw owrur.S As_So ia:Lon
MailingAddress, C/S/Z: 441 l._bc'Ahajrr I alp Qar711 NU 104
Cell Phone: (7a) 460 3 - 4Ad5 /Land Line: ( ai
Email: Y I( Iq(oa rl r(im 1Ck /11011Qh
• Contractors
Business Name. +W -r- }elnnses Ge-neraj Nr4raHinQ LLC
Contact Name(s):
Mailing Address, C/S/Z: fQ S ISN
Cell Phone: (,rJ rg ) Land Line:
Email: nOC-fJZo Ion' rn
• Architect(s)/Engineer(s):
Business Name: t
ContactName
Mailing Address, C/S/Z:
Cell Phone: �_) Land Line, )
Email: WAY)
Contact Person for Building & Code Compliance: 6,0 YnD L.0 C�t f)l�l
Cell Phone: (.SI �' )n��l�O- q7� Land Line:
Email:1 n ya� Y�I)Q(r1L1j) nam
Town of Queensbury Building&Code Enforcement Accessory 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:
2"d floor: "Jv
Total square feet: /50
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$_A 71)
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YESNO Explain:
4. Are there any easements on the property? YES NO
DECLARATION•
1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed 1, or my agents, will obtain a certificate of
occupancy.
5. 1 also understand that 1/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities priorto issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME:
SIGNATURE: DATE: at 17
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
BASE 1 �+ THEi � fi��I+ +
LE.� Condorri�h�t� g83� ° -`•
Bldg.l Bldg.J
Bldg.N
slew.904 ohm 904
ole*890 28 29 Bldg.K
Bldg.Q 24 25 28 30 31 slow.808 ,N�910
slew.890 23
33 3435 '
20 21 22 32 38 37 38
19 Bldg.Aft.
olo*91239 N
40 41
Bldg.N
plow.909
Bldg9 Bldg.B 42ale% 43 44
Bldg.C 4$ 48
ale-4933.
1 2 3 8Bldg.Q Bldg.8
7 slev.947 '
e elo*952
*4=111 12
Idg.F
13 14 15 lox 948
1
17 18 • 1
BY REVISION
NOTES:
j 1. > Should the project become delayed for any reason, and -
the time between the beginning of the project and the date r
stamped by the Engineer exceed one (1)year the plans
must be reviewed for NYS Code changes by a licensed
C
NYS Engineer or Architect prior to beginning construction.
2. .All construction shall comply with the 2015 Residential
0
"Code of New York State and the Energy Conservation co
co
Construction Code of New York State, CHECK LEDGER FASTENING
3. The contractor/owner shall comply with all laws, rules and TO HOUSE-MUST HAVEATLEAST00
ordinances of an public authority bearing on the 1)z"LAG BOLT MIN 1-1/2"INTO JOISTS MUST BE SEGURED TO LEDGER �
Y w/HANGERS-IF LESS THAN 1-1/2"BEARING
BOX BEAM @ 16-in oc ALSO SEE
performance of the work. DETAIL D2 ON SHEET A-2 f00N HANGERS THAN USE DETAIL D3-SHEET A-2 LO4. The contractor is solely responsible for all construction TFIX
means, methods, techniques, sequences and procedures �...� CO
0
and for the coordination of all portions of work. I I It 11f 11P 91 �� +� � w
5. The professional services of the Engineer do not extend to I I �" P-
or include the review or site observation of the contractor's ) z
! work or performance on this job. The Engineer is not
responsible and is to be held harmless by the owner from v z z
any claim or suit whatsoever, including all payments or REPAIR/FIX RAILING w
! costs involved arising from or alleged to have arisen from SEE DETAIL D1 SHEETA-2 ren
the contractor's work to conform to design intent.
6. .,All measurements to be job/field verified and advise �3-s"(+/ '
Engineer of any discrepancies prior to proceeding. f
w
7. . Drawings not to be scaled from for field work purposes. ►-� �
g. All Stairs: EXISTING JOISTS JOISTHANGERS i �
a. Max rise 8 X" @ 24-in oV SEE DETAIL D31A2
b. Min run 9" , RADD"MINI"LEDGER EX-2 Existing 2nd Floor Deck
P Go
TO CARRYING BEAM
c. Nose 1 1/8" SEE DETAIL D2a SHEET A-2 A-1 Scale: 1/4"=1'-0" -yj CD °
0 2 4 8 i — z -
SPECIAL NOTES: —
`; 1. Contractor to verify all pier support depths are to either
bedrock or to a minimum of 12-in BFG b digging around Fr-2 upper Deck Framing Plan
Y gg g
them and calling both the Design Engineer and the A-2 Scale: 1/4°=1'
Building Inspector to observe and verify he depths.
2 4 8
2. Any piers that do not meet the requirements of Special ° `
i
Note 1 must be repaired to Code, i.e., removed and taken
down to bedrock or a minimum of 48-in BFG.
3. .Guards/railings of all decks;greater than 30-inches above xiSTING BEAM xiSTING BEAM
grade must comply with the RCNYS requirements, and be
reaired as shown on the drawings. Decks less th0h 30-
p / 1
inches above grade may remain as they currently exist.
AGREED UPON EXCEPTIONS -
• The 2'floor carrying beam is not being exposed, i.e., the 4�° � vlq,Y 1a'_o°' � 4 °
siding on it is not being removed at the request of the
ADD 6x6 CORNER
Condo Association and the Unit 45 Owner. BRACE BOTH
• Engineering America Company is not responsible for the SIDES- SECU3ETo `~
r TOP BEAM AND POST C) .
condition of the main beam or its structural integrity. 11
,. THAT TO _
i •
Engineering America Company IS not responsible for the MIN 2-in INTO POSTAND BEAM
w/ 2)8' LAGS,
(�
f ..flashrn between the houses/units and the ledgers.
g g .
i5.
-
i - Wy
.v
c,
.Ef - X1.4• ��" -
c.
f, V
r -
C
EXISTING EXISTING n EXISTING ;
6x6 POST A 6x6 POST .. O (tf
6x6 POST 6x6 POST �,.2 .
n x' Z3
` O
x O
• U
U
�c 0
O ,� O
CtJ O ��'
O
Py
CO
- 'k -
O
TOWN OF QUEENSBURY
BUILDING DEPARTMENT O
— — Based on our limited examination,compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
I-OWN OF:
CHECK LEDGER FASTENINGBUILDING <q �;IW td: -' dW a
o
TO HOUSE-MUSTHAVE AT LEAST °°) a'
` v o" o
1� 8�#1e
JOISTS MUST BE SECURED TO LEDGER �}''`` J��,>-J�'�ta� �'`"
(1)1"LAG BOLT MIN 1-112"INTO w/HANGERS-iF LESS THAN 1-1/2"BEARING L c._
-BOX BEAM 16-in oc ALSO SEE
@ HANGERS THAN USE DETAIL D3-SHEETA 2U,DETAIL D2 ON SHEETA-2 FTOON
FIX n " `-o m c D o
i ? oWooy�o �N,�
N
S � QE
C_ L"-' -Q O'u T Q
'Z2 p�C N QCT
°Ernes sc
°4'-0"(+A) , v>°U'ov`rny �~ma2io> c�
Vjm33Ln�m 2'mmC' C,0,
�--ZJ Q o- p- v OW
{ F, O
Z� N r,
;THIS PIER DOES NOT 6x6 SUPPORT POS -,SEE DETAIL 1)9/A2 OR " \ ���� •pY'`
6x6 SUPPORTPOST �yaan'.'.,+•
EXIST-MUST BE ADDED SEE DETAIL D9/A2 EE DETAIL D9/A2.c7R
O5, D7, D7 ON A2 r o. ����
D5, D7, D70rJA2es .,�sa�e
SEE DETAILS D5, D6,D7 ON A-2 !N"
6x6 SUPPORT POST _(2) 2x1OP.T. r a SEE DETAIL/ o tV
�EE DETAIL D9/A2 OR BEAM
SE.DETAIL!„/
D5, D7, D7 ON A2 D9/A2 D9/A2 a ��
i�
EXISTING JOISTS — z
@ 24-in ac LOWER LEVEL DECK d s
NOT ABOVE 30 in AFG �, �' s + w-0 U
4 33� y THEREFORE DO NOT � �° +°a+°' � v e � -+d-,d
4 NOTE: REPAIR GUARDS THIS LEVEL, µria .. . . d � a N ar 2 ° Y d x
NO REPAIRS TO 1sf LEVEL DECK; max.
Foundation Plan r� , 3 s fi d _ i i > o f
Fdn OTHER THAN EX-1 Existing ISt Floor Deck v v m� i o a i v o
TO PROPERLY SECURE 2nd FLOOR POSTS +�c + to+� u
n_ " 4.,... N c4. i i S O v N O S v
A-2 Scale. 114 -V-0 A-1 Scale: 1/4"=1'0" F S
(2. -P u E Z U Z
)7py
p 2 4 8 p 2 4 8 DRAWN gY
Lower Deck Framing Plan �,:�OF ��� ; �`'�3Psa� DATE
®r- 'i" _
March 27, 2017
Scale: 1/4"=1'0''
PROJECT NO.
0 2 4
a " $
100% Dra wings 17-0004-U45
For Construction
' SHEET N0.
252.48-1-31 AST-000470-2017.
�Init 45 Deck Plans A'
Top of the Wor Id Homeowners Assoc-
CL
ssoc_ scale: 1/4"
43 Top of the World, Unit 45
Deck
:150 §.f.
MINIMa
i
�. w.. ,_W, „ ,.,
. „ .. BY REVISION
i 4
�1
T. 6x6 WOOD POST ATTACH WITH2"GALVANIZED 3-1/4"SPACING NOMINAL 7"
OR STAINLESS LAG SCREWS 1x3 NAILER SPACING
SHOWN-ADD AS REQUIREDOST/COLUMN
IrTAO
EXISTING FASTENERS -
SIMPSON OR EQUAL 0 0 0 - - - - - - - -
BS66 PAST BASE / 12"-1 ti
" TOP OF SONOTUBEfJ MAX TREATED 2 - 2"— o .T. 2x10 -_j •moi p 1
O
OMINAL 5"EMBED STAGGER EASTERNERS O F„
,. .� , ,`.• RADE /�f IN 2 ROWS AS SHOWN
' a' f OA-2
P-DECK LEVELy ' " , 12x12 RECTANGULAR1/SUPPORT TO BEDROCK Ledger Attach hent To HouseOR TO 48-inBFG Scale:N.T.S. a
4x4 POSTS �I
• \ \ - - - - - - - - - - - OLTED TO
\� s'^ . .'�• \/\�\� RIM
\f ATTACH WITH "GALVANIZED
OR STAINLESS LAG SCREWS p 1-1/2 x 1-1/2 SPINDELS LO�
SHOWN-ADD AS REQUIRED Existing bailing NAILED TO RIMrTAS
O EXISTING FASTENERS co v
Grade _ To of Sonotube To Grade , „ o o - A-2 Scale: l/2"=1'-0"
D-6 Top of Sonotube To D 5 pCQ
/ .,16 —�
A-2 Scale:N.T.S. A-2 Scale:N.T.S. 2" 6°—�' o T.2x6 �'
VSTAGGER EASTERNERS
IN 2 ROWS AS SHOWN
ADD 2x4 TO TOP Z
3-1/2" 2-3/4" OF POST TO POST
D-2a "Mini" Ledger Attachment To Beam � � � �
. �•xsirHvrHvr - rwvrn:vrsw rnr � g.y -
A-2 Scale:N.T.S.
- - o , 2
PINS-EQUALLY
SPACED -1*r_ M 0
[--DECK LEVEL r Z o
SONOTUBE - - r_ - - -
VERIFY POST FASTENING z
o GLUE& SCREW WITH 4 2"x 2-1/2" - _ _ _ - - MUST BE MINIMUM OF M�1
() a - - - �-(2) 3/8"LAGS FULL 1-1/2"EMBED
#4 REBAR TO STICK
— , LAGS 8-in SISTER PIECE TO - 2 1/2"LACE MT H
- � - OR REPLACE WITH �
UP INTO SONO TUBE o JOIST
() Cco
MIN. 4-in
�- a n I
ECKJOIST INFILL BETWEEN EXISTING �
1
DY
Proposed wiling Fix SPINDLES WITH 1-1/2x 1-1/2"
DRILL BEDROCK& SPINDELS TO UNDERSIDE
Scale: 1/2"=V-0"
EPDXY#4 REBAR � OF EXISTING RAILING
MIN 4-in INTO BEDROCK REMOVE EXISTING HANGER
j ADD SIMPSON OR EQUAL
GMAX LUS26-2 HANGER
FO UNDATION OR
D-� Sonotube to Bedrock Detail
i HOUSE WALL
NOTE#1:
A-2 Scale:N.T.S. _ IF EITHER END OF THE
1st OR 2nd FLOOR DECK JOISTS
ARE NOT SIMPSONCOR EQUAL GMAXURED BY RS
HANGERS SHALL BE INSTALLED.
1
OD-�3 Hanger Fi), If Joist has <- 1-1/4" Bearing on Hanger o
Scale:N.T.S.
- ,i
- NOTE#2•
� -.
"CONTRACTOR TO VISUALLY
ar- _
.. ,.. - ... .. " .. .sn .0 r+a ....-__ .- •� ..a
_
•CT'ALL J0I STMANGER
CGNNECTIONS i ; N
IF JOIST IS HAS-1-1/4"BEARING
O ,C
BACK THIS FIX MUST BE 4.4Co
INSTALLED C
t0 O (u05
C
� 4,
4.
O
EXISTING 4x4 POST
TOE NAILED,TO DECKING
ALL,
DECK BEAM T v c
c
w
v
v
, v
v
C w w`
oavvo� vv>�
/' OUNDATION c°xv� w v as rn v
NOSUPPORT�/ _v � vN`vo mc�c v
. 'Q 11 C a!-1-4 in
'W W V
OF CONSEQUENCE owa o au q).2 r-�, v v
NOE4
3 C fl. N
- - - i t Qi
., C
v
C
D-s lnside Post Existing N0
rjjn33. Nav wva am
w ovasvv c�La 'oc
A-2 , Scale:N.T.S. r-�zw a v-• -E ,v .�w
EXISTING 4x4 POST 4x4 POST 4 r
TOE NAILED TO DECKING�\ -WALL G 4t2 I 1 X
HURRICANE CUPS / HURRICANE CUPS
BOTH,SIDES
BOTH SIDES POSTQ.
l ° 7 °
DECK BEAM
EW
cc
4'x2'LAG v
4; } L4x 6x 2"x 4 0 � 0, �-p w� o
1" 4x 4x0J"x4 0l u u O� m ow
a k � � � �Ued :
(2)z"x 4"EMBEDED N'o N tl o x a N
} ANCHORS a, u °i Y e
m+1-i O O L N O
L, - OA-2
46Inside Post - Fix 3-C NajI S 4 1 i S O 0: N O S No: O d d C N 3 i 6 3 Scale:N.T.S. DRAWN gy
DATE
March 27 2017
PROJECT NO
i f00%
Drawings
1770004-U45
For Construction
SHEET NO.
Unit 45 Deck 'Repair Details
Scale: 1/4"= 1'-0" ..
S