AST-000473-2017 ,0111110k
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-000473-2017 Date Issued: Wednesday, October 10, 2018
This is to certify that work requested to be done as shown by Permit Number AST-000473-2017
has been completed.
Tax Map Number: 252.48-1-28
Location: 42 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 42 By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (.1- 414P 4 4/it
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
eaw 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000473-2017
Tax Map No: 252.48.1-2
Permission is hereby granted to: Northern Enterprises General Contracting LLC
For property located at: 10 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.#47 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.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 10,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of ueensb before the a iration date
Dared at the Town Queens /J Th ugust 10,2017
SIGNED BY: V for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Onlv
ACCESSORY STRUCTURE Permit#: A5N7 —!V-3^ 201�4-
PERMIT APPLICATION Permit Fee:$ tz
%Q.
742 Bay Road,Queensbury,NY 12804 Invoice#: 2117--
P:S18-761-82S6 -www.aueensburv.net
Project Location:
�f41 1 cX h V-� mn+ l I
Tax Map IDN: 01.Sc� , g— �M irT`"L1'Z Subdivision Name: Y) nt —1: P ���id
CONTACT INFORMATION: Y �
• A licant: q AUG p 1 20 !`
Name(s): '
Mailing Address, C/S/Z: n
Cell Phone: ( .51ne:Land Li ( � ) - 74 Q
Email: i
Primary Owner s : I -
Name(s):MQ C )Jori of +1�YY ogjr rs Accy. 6(-11 ion
Mailing Address, C/S/Z: 1045
Cell Phone: ('1 a) 4(P,3 - 4Qd5 Land Line: J_)
Email: rlr 19(04 ra (-2)a iiii rom mirk ORajah
• Contractors):
Business Name: h IAY+Wh E-7t^kfe)Y-iSe� Genpernj Pnt4radjnQ 11C
Contact Name(s):
Mailing Address, C/S/Z: 50v- �S i ) M8
Cell Phone: (All ) Land Line: ( 51 L )-7(49-l
Email: r J
•
Architect(s)/Engineer(s):
Business Name: 1
Contact Name(s):
Mailing Address, C/S/Z
Cell Phone: �) Land Line: )
Email: M f
Contact Person for Building & Code Compliance: G eolQD !.._!l d- .�
Cell Phone: _) - Land Line:
Email: �✓�rt.CO n Qi710a) (nil
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: _
2nd floor: "SL)
Total square feet: Jy
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. 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 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 priorto issuance of certificate of occupancy.
I have read and agree to the above:
PRINT NAME:
SIGNATURE: DATE: �I
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
RASE 1 ( THE I
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Bldg.I Bldg.J
Bldg,H Glo%904
010%890 Z7 28 29 Bldg.K 81dg.I
Bldg.Q 25 28 30 31 o1GK 808 Grow 910
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22 32 890 23 33 34 38
38 37 38
19 20 21 Bldg* N
' 39
AO 41
Bldg.N
FLi GIOIA 909
Bldg.A � Bldg.B 43 43
GIGv 9
44
Bldg.0 45
2 3 8 oleos 933 48
Bldg.0 Bldg.B
7 8 elGv,847 GIo%952
10 11 12
13 14 15Idg.F
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NOTES: _J :_ `";- _ .
x CHECK LEDGf_R FASTEI`liNG -
y
i TO HOUSE-MUST HAVEAT LEAST '
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1. Should the ro ect become dela ed for an reason, and JOISTS MUST BE SECURED TO LEDGER 1 "LAG BOLT MIN 1-12"INTO f :;,: _ "., `r' :. 4;
w/HANGERS-IF LESS THAN 1-1/2"BEARING BOX BEAM 16-in oc ALSO SEE �;.
the Time between the be innin of the ro ect and the date @, ,1 -
g g p, J
ON HANGERS THAN USE DETAIL D3-SHEET A-2 D ON SHEET A-2 ' Vit. .
DETAIL 21.
stamped by the Engineer exceed one (�) year the plans To Flx
must be reviewed for NYS Code changes by a licensed I y-, ,, I I - L, � ', , , I � . ?. . I I
NYS Engineer or Architect prior fo beginning construction-
1. V ' �1 I� ilr ill �I
2. All construction shall comply with the 2095 Residential d-
Code of New York State and the Energy Conservation I a I - " 7 r`' ,
Construction Code of New�York State. - -4,' r�-
1�11 ' c®
3. The coi7tractorlownershaIl comply with all laws, rules and ,, �a -
ordinances of any public authority bearing on the REPAIR/FIx RAILING a'
performance of the work. 11 SEE DETAIL D1 SHEETA-2 � -
4. The contractor is solely responsible for all construction °
means, methods, techniques, sequences and procedures ^4'o°(+i) i;..,� � o
and for the coordination of all portions of work � w -
5. The professional services of the Engineer do not extend to �'' .
or include the review or site observation of the confracfor s -
'�' z
- �' JOISTHANGERS • EXISTINGJOISTS
work or performance on this job. The Engineer is not SEE DETAIL D3/A2 @ 24-in cc ~ � = 11
responsible and is to be held harmless by the owner from OR ADD"MINI"LEDGER '', F_x-2 Existing 2nd Floor Deck z
any claim or suit whatsoever, including fall payments or TO CARRYING BEAM 4 A-1 Scale: 1/4"=1'-0" �
costs involved arising from or alleged to have arisen from SEE DETAIL D2a SHEETA-2 f �
the contractors work to conform to design intent. — i — 0 2 . 4 .8
: - 6. All measurements to be job/field verified and advise '
Engineer of any discrepancies prior to proceeding. Fr-2 V� eC Deck Fl"eC111ng Plen .• �� w�
_ 7. Drawings not to be scaled from for field work purposes. A-2 scale: 1/4"=1'-0" Q
8. All stairs: '
. a. Max rise 8 X" 'o 2 4 s
1- 1 _ �
b. Min run 9" _. o
1-1,v 1. - c. Nose 9 1/8" w °
h t -
.a SPECIAL NOTES: /�EX`
STING BEAM , .
EXISTING BEAM
1. Contractor to verify all pier support depths are to either
I bedrock or to a minimum of 12-in BFG by digging around , �
them and calling both the Design Engineer and the �
- I Building Inspector to observe and verify he depths. - - w
2. Any piers that do not meet the requirements of Special 4 a 4 .
: Note 1 must be repaired to Code, i.e., removed and taken MAX i s 0
11 ' down to bedrock or a minimum of 48-in BFG. `ADD 6x6 CORNER
11 I3. Guards/railin s of ail decks neater than 30-inches above BRACEBOTH
g g SIDES- SECURE;TO
6 1 .1
grade must comply with the RCN YS requirements, and be TOP BEAM AND POST _
.. I repaired as shown on the drawings. Decks less than �0- WI(2)'I"LAGS THAT To / N
' inches above grade may remain as they currently exit; MIN 2-in INTO PojsraNDeEAM
AGREED UPON EXCEPTIONS 1 -
• The 2"d floor carrying beam isnot being exposed, i.e., the EXISTING ! EXISTING EXISTING EXISTING
11siding on it is not being removed at the request of the sxs POST sxs POST sxs POST sxs Pose
Condo Association and the Unit 42 Owner.
- q. . Engineering America Company is not responsible for the tz
condition of the main beam or its structural integrity. o
,,; Engineering America Company is not responsible far the ��
he houseslunits and the ledgers. I ,
flashing between f1 . p �'
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r I I , I I THIS PORTION OF DECK
THIS S PORTION OF DECK /�`�ASICALLY AT GRADE TOWN OF QUEENSBURY ; T
;/ NO REPAIRS AT THIS TIME BUILDING DEPARTMENT
ASICALLY AT GRADE r
- ' I I I Based on our limited examination,compli2nce �
O REPAIRS AT THIS TIME ( I
with our comments Shallnot be construed as
indicating the plans and s0fications are in � ° ;
. 11
I I t I I full compliance with the 'Building Co4es of
e -,T. � .-
New York State. , Ln °
N11 =I a)(3�C -,E �`
ooc�orn a��v
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q I I � I I i _ 1. ,. v N.�a .2:, o
IL�.�WN OF Q� J "I:'° ��� : °Wa_00) =N�°'
- CHECK LEDGER FASTENING .. — �� ¢ ,
`3f '3`' r
TO HOUSE-MUST HAVE AT LEAST BUILDING & c— v 0,T
JOISTS MUST BE SECURED T J LEDGER , L I I 1, !,� n ,= y� -°°'"-0 3�Q �,Qv- O
w/HANGERS-IF LESS THAN 1-1/2'BEARiNG � (1)z LAG BOLT MIN 1-1/2"INTO Fl,,a It.. ..d .✓ � �s v v w o E'o v �'`
I • I ON HANGERS THAN USE DETAIL D3- SHEET A-2 ' BOX BEAM @ 16-in cc ALSO SEE I I - � y °}v,o�rnN °w o' °°'
a' c
D';.,e, .
TO FIX DETAIL D2 ON SHEET A-2 I I w�'3:a`wt o v cwt 0- o c
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SEE DETAILS D5,Ds, g d
' D7 ON A-2 D8/A2 6x6 SUPPORT POST ' 0 „o�,"
VERIFY THIS �� SEE DETAIL DB/A2�.r `s'rs J��°�o,a�o®® e,°
FIX THIS PIER 4 �� �• 05-1� ��
PIER SUPPORT mF'.
SEE DETAIL D5, D6,D7/A2 -1 �'��
1. I
(2)2x10 P.T. ` — _ _ -_ [ /— — `•. � EED9/A2 �\ J
BEAMr I �., SEE D9/A2 nd/or v 0 ' a o
\ i - i N T
�--and/or - D5, D6, D7 ON A2 3 ",`'- as, m v a v
,' D5, D6, D7 ON A2 1 a '',S i e s
� ` SEE D9/A2 . .' — I I I I II m t u u a a w m
\\� o o
and/or
D5, D6, D7 ON A2 '�
p p d, N +' d+�
_01� +'+1 � 0J di C P di
NOTE: ! : o v - d +° 4) _P m`n
-0— v U 1 d x
LOWED,LEVEL DECK ° m uNi rn s o o L o�", o
\\�_EXISTING JOISTS — I W .
@ 24-in cc NOT ABOVE 30-in AFG ,n s a, C +> >- a,of>_
NOTE: � _P w 3 _P 0 P ,n
NO REPAIRS TO 1st LEVEL DECK THEREi-ORE DO NOT „ . . s 4- °s i sd o a°, v a s m
—
F-- o CL +� u e z u +�z
� OTHER THAN WHAT IS REQUIRED REPAIR GUARDS THIS LEVEL 252 48 11 2
AST 000473-2017
TO PROPERLY SECURE 2nd FLOOR POSTS TOP Ot tFl� WOrld HOtl1@OWtigPg'ASSOC. DRAWN gy
. ' � - � `10 Top of the Vllorld, Unit 42 DATE
Foundation Plan Existin est Floor Deck " i ' f r4` � o s ;a February 2s, 2016
D-2
i ry Deck 'Scale: 1/4"=1:0" I EX-1 y k.
Fr-1 LowEr Deck Framing Plan o PROJECT N0.
A-1 Scale: 1/4' =1'-0" 1.
0 2� 4 811 A-2 Scale: 1/4"=1`o" 2 4 ,/ 00/ D1 a Wnn �.7
g 17-0004-U42
. . ° ; 8 For Construction -
2 4 a
=�;
0 tin. SHEET NO.
i A_
I Unit 42 Deck Plans
Scale: 1/4"= 1'-D"
-
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e 1 - - -
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... . .,.l „ .,,...,, V.„ /: /" A:.. .: iiniu i, ii.u.u7mc-•. - ----- -u tu'�'J^ -- _ a., n. a •u _.bi ue iYaa iva ii i i i . x aur ,. ii ii , u, iu i nig
�iui iiii . iiii ii , iii i, „,•i ii,., ,i. .i „ , , u. , a ii. e u. ii ,iii„i,i„ _
, BY REVISION
—N- T. 6x6 WOOD POST ATTACH W1TH2”GALVANIZED 3-1/4”SPACING NOMINAL 7”
OR STAINLESS LAG SCREWS 1x3 NAILER
SHOWN-ADD AS REQUIRED - SPACING
OST/COLUMN
rTAOS
EXISTING FASTENERS -
SIMPSON OR EQUAL
BS66 PAST BASE
-8" % 12"-0 ° -
TOP OF SONO TUBE MAX TREATED 2" ---12" T. 200
M 4
!NOMINAL 5"EMBED R,„, .•,.•'�• ,.••,,.��r•,�:;-y � lei '/
VSTAGGERFASTERNERS N�
;t.i:` :'{,;.,'i.,;;I• RADE IN 2 ROWS AS SHOWN
12,02 RECTANGULAR I �--pECK LEVEL
SUPPORT TO BEDROCK
D-2 Ledger Attachment To House
' ••' _ • / OR TO 48-in BFG t
..•' \/\ Scale:N.T.S. d-
y� %j/T\/j��; 04 POSTS �I
• ��'• ''
OL TED TO 00
'.'.: F ...'...;• RIM o
�— ATTACH WITH2”GALVANIZED
OR STAINLESS LAG SCREWS \-1-1/2 x 1-1/2 SPINDELS � o a
"'AS SHOWN-ADD AS REQUIRED D-2e
Existing Railing NAILED TO RIMTOEXISTING FASTENERS c0 °
To of Sonotube To Grade D-5 Top of Sonotube To Grade To ° Scale: '1/2"=1'-o" � o
z
A-2 Scale:N.T.S. 2".�`-96"—� P.T.2x6
A-2 Scale:N.T.S. 10 0 0
I \ VSTAGGER FASTERNERS
". IN 2 ROWS AS SHOWN
I ADD 2x4 TO TOP r
DA2
"'ll�ir»" Ledger Attachment To Beam 3-1/2 � 2-3/4"� �OF POS! TO POST W � wP•,�Sc�le:N.T.S. J
'
(3)#4 REBAR M Q W
PINS-EQUALLY
SPACED -
F�
a DECK LEVEL Q
C)
SONOTUBE � — -�- - - - —�- - - � --�- -.�-- � . i
VERIFY POST FASTENING Z
o GLUE& SCREW WITH 4 �"x 2-1/2" _ _ _ MUST BE MINIMUM OF
— , GAGS 8-in SISTER PIECE TO - _ -' - - - - - - -' -(2) 3/8 LAGS FULL 1-112"EMBED
#4 REBAR TO STICK UP INTO SONO TUBE- ,�� o JOIST " '
MIN. BE OR REPLACE WITH
� (2) 1/2"THRU BOLTS
-� t-
o ECK JOIST p INFILL BETWEEN EXISTING
DRILL BEDROCK& Proposed Railing Fix __SPINDLES WITH 1-1/2x 1-1/2"
EPDXY#4 REBAR I ° A-2 Scale: 1/2"=1'-0" SPINDELS TO UNDERSIDE
MIN 4-in INTO BEDROCK OF EXISTING RAILING
;REMOVE EXISTING HANGER
�1DD SIMPSON OR EQUAL
GMAX LUS26-2 HANGER
D_7 Sonotube to Bedrock Detail
w FOUNDATIONOR_
HOUSE WALL NOTE#1:
IF EITHER END OF THE
A-2 Scale:N.T.S. . 1st OR 2nd FLOOR DECK JOISTS
ARE NOT SECURED BY HANGERS
f SIMPSON OR EQUAL GMAX _
I HANGERS SHALL BE INSTALLED.
OA-2
Hanger Fix if Joist has <= 1-1/4" Bearing on Hanger Scale:N.T.S. " M
NOTE#2: ( •U }.
•i :vii Tse
CONTRACTOR TO VISUALLY
GE -
LL JOS AN R
. _ S EC ! M
:.. � N P A T fCf
- -�- 1 T g
4 '-'rp
_ x
h ice."
+"tee:.' �:
"N O S- ,-
- CON ECTI N _ �j:� _
>_
" tea$ �.
} ,
q
>e•�-..,, ,. - IF JOIST I S HAS 1-114"BEARIN ,�_ • .,.
_
;... _ F
BACK T 1 S FIX MUST BE -. ` : ,: ';- i ;'�, (� -a► "'Q
INSTALLED
oatCy
-'�r- EXISTING 6x6 TO ;EXISTING 4x4 POST
TOE NAILED TO DECKING
6x6 TOE-NAILED �BE:AM j-WALL
TO DECKING
x - - NOT A CONTINUOUS �-pECK FLOOR /
COLUMN /
\\\ DECK BEAM
i
0
a _ c ,
c
0
c
i
rn �
'. F.V. SUPPORTo o rn v w ,
1�CONCRETE TO 6x6 UNDER UPPER OUNDATION w v
NO SUPPORT
BEDROCK OR 48 In BFG v I v N c c v
:OLUMN TO UNKNOWN ,/�� v
THEN INSTALL ANGLES AS OF CONSEQUENCE oWN o ai v m c
SUPPORT
INFIX#1,-E IF THERE IS NO��\ q �;;��a�'i tic's 04E
CONCRETE OR SUPPORT TO { o�
CO-5
my o v�
THEN REMOVE ALL AND FIX a a
USING FIX#2 — y ocn c v w o��
D_9 'Inside Post Existing
OT• cT7�y "N W O •t-C
f11 3: i N'+a N >'N W Q. aQr
Scale:N.T.S. a-z- v`_-' o--o (j U5
' D-sex Free Post - E=xisting
A-2 Scale:N.T.S. ��. i� 0� 1�11 ra�t�
A
EXISTING 4x4 POST m
NEW 6x6 P.T.BE/IM TOE NAILED TO DECKING 4x4 POST i C-•
" � � --�- FROM PIER TO BEAM -fir- EXISTING 6x6 TO �, a� ALL
-S
fl
BEAM C 3
U CANE CUPS
HURRI ANE CUPS
HRR/
:`Lrr - -
4x BOTH SIDES / a
L2x �s BOTH SIDES POST Uo ,,
(4) TYP� DECK FLOOR - - ry + I, »a®,U,a Q r ,
-DECK FLOOR DECK BEAM : �, pt9J� "eAA �
-� - c -----BEAM
�..,-T�
POST TO PIER CONNECTION Z' THRU BOLTS —r` Q„x 2„LAG v v v d v
SEE DETAIL ; (4) TYP Lox 6x 2a,x 4- ,
1 S : w a,
CONCRETE SUPPORT TO 4”x 2"LAG 4x 6x z x 4 m o o a -0 U a _
EDROCK OR TO
12x 12 CONCRETE-PIER 1 (2)2"x 4"EMBEDED O1 e +,41 o u d o
48-In BFG ANCHORS d Q, c m d -P Qj v,� v,
TO BEDROCK OR TO
-a� v U Y d .a Y I
�48inBFG Q) Q) ;.
OA-2
Inside Post- Fix s� iiSONNOSvr o a � +1 u Ezu +•z
Scale:N.T.S. DRAWN gy
D-Sb Free Post - FIx #2 D-sa Free Post -,Fix #1 DATE
ti_.
February 23, 2017
A-2 Scale:N.T.S. A-2 Scale:N.T.S. � '' '
.: PROJECT NO
10/ Drawings
t'
-0004-v42 .
For Construction
e 4 ! _ - r
DA-2
'Free' Pvst FixSHEET NO.
A-2
Scale:N.T.S.
Unit 42 Deck Repair Details
Scale: 1/4"= 1'-0"
,