2014-512 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 128045902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140512 Application Number: A20140512
Tax Map No: 523400-278-000-0001-043-000-0000
Permission is hereby granted to: ANDREW&DAWN PLISCOFSKY
For property located at: 631 STATE ROUTE 149
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 Value
Owner Address: ANDREW & DAWN PLISCOFSKY Residential Addition $30,000.00
631 STATE ROUTE 149 Total Value
LAKE GEORGE,NY 12845 $30,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2014-512
Res. Addition 250 sq.11.
Cross Ref. AV 42-2014 Approved 5/28/2014
$100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,October 24,2015
(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 expiration date.)
Dated at the Toof Qu nsb /f F a O ber 24,2014
SIGNED BY �VJ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Town of Queensbury Building & Codes
Received:
PRINCIPAL STRUCTURE APPLICATION ` Tax Map Permit No..:: -!
A permit must be obtained before beginning construction Permit Fee: $ 61)
Please read: 'TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling 'Rec Fee: $
units, including single-family dwellings,duplexes or two-family dwellings,multiple family Site Plan No.:
dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No
homes,but not including mobile homes. This is in addition to the permit fee.
Date o I g 1 Applicant I Q C T5k U
Tax Map ID _ 371.?, —1- 43 Addre � � J
Zoning p� l Gi IGL cpt Q Z N
LF 'o_ne/E _11M
ab �gy�Do
W
Property Owner Contractor ent T ( y J o h n 5
Address - Address
Phone/E-mail Phone I E-mail - '`+
Contact Person for Building&Code Compliance: Day Phone:
Building Street Address: (o31 4�_ 1L.6-L Lf
Subdivision Name: Lot#: Historic Site: _Yes No
Estimated cost of construction: $
Type of Construction:
Check all that apply Please indicate measurements as required below:
C Q
m � � 1st Floor 2nd Floor Other Total Height
Single Family
Two-Family
Multi-Family(#of
units_)
Townhouse
Business Office
Retail-Mercantile
Factory-Industrial
Attached Garages(#_)
Other
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
If commercial or industrial indicate name of business p
Proposed use of building or addition
Source of heat(circle one) Gas Oil ro ane Solar Other
Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes ✓ No
Are there structures not shown on plot plan? n O
Are their easements on the property? n J
Site Information
a. Dimensions or acreage of lot
4 4S" a.cra,5
b. Is this a comer lot? y1t 0
c. Will the grade be changed as a result of construction: Yes /No
d. Public water or Private well llj L
e. Sewer or Private Septic System 52Q�i e—
Value of all work to be performed(labor and materials) $ 2,J O J 0
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval. I certify that the application, plans,and supporting materials are a true and complete statement/descripfion of the
work proposed,that all work will be performed in accordance with the NY State Building Codes,local building laws and ordinances,and
in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a
certificate of occupancy. I 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: d -4�k\ QL�.s. .(io F' Se U
Signature: ✓ �7I r l � c� 1 Date: j v t v I
V 1.11
FOR OFFICE USE ONLY:
Operating Permit Issued: _Yes _No
Occupancy Type:
Construction Classification:
Assembly Occupancy Limit:
Special Conditions:
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
,1u6 Truss-- -- - Truss TYPe ... ---Qty-- 1PIY qO-jO -..
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_____
______..T-- _--_- �
44.5 4-0.13 4-0-13 4-0-13 4013 44-5
Plus Offsets(X,Y)-.(2:0.0a,0-2.10L18_0-0=3 U2-10),[11:OJ-00-0-021114:0-J-O 043•121 _ 1
LOADING ft sn SPACING 2 0.0 ' CSI. DEFL. In (loc) /deo L/d PLATES GRIP
T'CLL 46 3 Plate Grip DOL 1 15 TC 0.71 Verl(LL) .0.24 13.14 >999 240 MT20 197/144
IGrountl Snow=60.0) Lumber DOL 1.15 BC 0.79 Verl(TL) -0.4013.14 >759 180
CLL fCDL 10.0 Rep Stress lncr NO WS 0.55 Hol0.09 8 me me
lU1CDL 10.0 Code IRC2006ITP12002 (Matri Wind(LL) 0.08 13-14 >999 360 Weight:327 to FT=4%
LUMBER. BRACING.
TOP CHORD 2.4 SPF 210OF 1.8E TOP CHORD Structural mod sheathing directly applied or 3.7-11 oc purlins.
GOT CHORD 2x8 SP DSS SOTCHORD Rigid telling directly applied lir 10.0.8 oc bracing.
WEBS 2x4 SPF NO2'Except' 1 ,
W5:2x4 SPF 2100f i.BE
WC-BGE
Left:2x8 SP DSS,Right:2x8 SP DSS
REACTIONS. (Iblsize) 2=921810.5.8 (neq.0-5-14),8=9218/0.5.8 (req.0-5-ib) �� x
Max Hoa 2=l8)
Max Uplift2= 7),8=467(LC e)
FORCES 0b)-Max.Com dMax.Ten.-All forces 250(lb)or less except when Shown. Pao L4
TOPCHORD 2-3=137341667,3-22=42528/614,4-22=42415/626,4.5=-9857/527,56=-9857/527, /`/Y1
6-23=424151626,7.23=-12528/614,7.8=.13734/668
BOTCHORD 2-15== 12145,14.15=-596112145,1344=-504111155,1243=456/11165,11.12=-d5fi/11155, ��
1229/12145,8.10=-529/12145
W5.13=405/8272,6.13=.38441247,
EBS .56-1 i=448/3462,7-71=41861112,7-10=-37/949,
443=-3844/248,4-14=148/3462,3-14=.1186/111,345=-36/949
NOTE$- l
q T ply truss Ip n connected llows:2r with rod at 31"x3")nails as follows:
Top chords connectedastallows:2x: x row,at s staggered
oc.
WebsBottoconnected
da as
follows:2x t0.rows staggered a10-9.0 oc.
Webs connected id follows:2x4-1 row to all pl oc.
21 All loads are considered equally to distribute
to all plies,except if noted as from IFI or back(B)face In the LOAD CASSIS)section.Ply to ply
connections have been provided todistributeonly loads 24ft; at(F)ort BI,unlessotherwise indicated.
])Wind:ASCE 7.05;90mph;TCft and righ expo=exposed;Lu,ber D Cat.8;Ezp B;enclosed;MWFRS(low-rise)gable entl xpne;cantilever le8 and
right exposed;end g=60.F Felt and right now); fLumber DOLroofs plate grip DOL=1.80
4)TCLL:ASCE]-05;Pg=fi0.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1 '
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof Five load of 16.0 psf or 2.00 times flat roof load of 46.2 Pat on overhangs non-concurrent
with other live loads.
!)This truss has been designed for a 10.0 pal bottom Chord live load nonconcurrent with any other live loads. ss4Fps1f1444gyx
8) This truss has been designer for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit .`xw f rtF N C� Y4v
between the bottom chord slid any other members. •`' .(T-VV= C p/9"y4
91 WARNING:Required bearing size at joint(s)2,8 greater than Input bearing size. '� .' AL f• s V,'r�
10)Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joings)except 01=1b)2=463, j aF. r•T4xN"14% "p
8=463.
11)This truss is designed In accordance with the 2006 International Residential Code sections R502A1.1 and R802.10.2 and referenced standard .L t+:U~ I IS yd•:
ANSI/TPI 1. W',re
12)"Semi-rigid pilchbreaks Including heels"Member and fixity model was used In the analysis and design of this truss. V Ye+a-J ni :1•'J �.
LOADCASSIS) StandardV
i)Dead.Snow(balanced);Lumber Increase=1.15,Plate Increase=1.15
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LOAD CASE(S) Standard
Unilnnn Loads(plo
Vert:1.5=-112,5.9=112,16.19=-617(F=-597)
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-0-10-8 6.4-12 12-6.0 18.7 __- 25-0.0 2540.8
040-ii 64.12 ------- --_--- 644 6.1-0 66.442 6
Scale=1:47.1,
4x6=
5
6.00112
2x421 22 26X4
a2i Y�2\ L�
4x6 .1� // 4x6
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Plate Oilsets(X,Y)- (2:0.6.9,Edge),)B_0.6_9,E gel __-______
JG(ps0
TCLL 46.2 SPACING. 20-0 CSI. DEFL. In (loc) /deft L/d PLATES GRIP
TGLL Plate Grip DOL 1.15 TC 0.70 Ved(LL) .0.34 10.12 >895 240 MT20 197/1
(Ground Snov�610.0 44
Lumber DOL 1.15 BC 0.56 Vert(Tly .0.5110.12 >589 180
TCDL 10.0 Rep Stress her YES WB 0.22 Hou(TL) 0.10 8 Na n/a
,CLL 0.0Code IRC2006ITP12002 (Matrix-M) Wind(LL) 0.041042 >999 360 Weight:991b FT=4%
SCOL 10.0
LUMBER. BRACING.
TOPCHORD 2x4 SPF 210OF 1.8E TOPCHORD Structural wood sheathing directly applied or3.8-2 ac purlins.
BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing.
WEBS 2.4 SPF No.2
SLIDER Left 2x6 SPF No.2 2.6-0,Right 2x6 SPF No.2 2.6-0 1
REACTIONS. (IWsize) 2=181910.5.8,8=181810-5.8
Max Hoa 2=.70(LC 9)
Max Uplift2=.75(LC 8),8=.75(LC 9)
FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD 2-3=-52010.3-0=.2655/237,4.21=-2417/235,5.21=-2264/265,5.22=.2261/265,6.22=.2414/235,
6-7=-2652237,7.8=-520/0
BOTCHORD 242=4332266,12.23=.611623,11-23=-6/1623,1041=-611623,840=42212263 .
WEBS 5-10=561906,640=.644/167,642=.561911,442=-644/167
NOTES.
1)Wind:ASCE 7.05;90mph;TCDL=6,Opsf;BCDL=6.Opsf;h=24h;Cat.It;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)
zone;cantilever left and right exposed;end vertical left and right exposed;C-C formembers and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7.05;Pg=60.0 psf(ground snow);Pf=46.2 psf(net roof snow);Category ll;Exp B;Partially Exp.;C1=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent
with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.OpsL
7)Prov ule mechanical connection(by others)of truss to bearing plate capable of withstanding 100 to uplift at joint(s)2,S.
a)This truss Is designed in accords nee with the 20061 eternatlanal Residential Code sections R502.11.1 and R802d0.2 and referenced standard
ANSIT'PI 1.
9)"Sem6rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss.
LOAD CASES) Standard
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15053125J T01GE iGABLE 1 1
Job Reference(optional)
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0-10-8 12-6.0 .12-0-0 -10
Scale=1:47.3
40=
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6 - 10
30 ,� '.. A 31 11
4 / / ST6 \ r. 12
STS ST5
-. ST4 ST4 13
3 �/ ST3 S.1+,3
T1 ST2 S
12 I
2
p 1 W 1
p
1\5 0
T7 1E 101
29 28 27 26 25 24 23 2221 20 19 18 17 16
3x4=
25-0-0
25-0-0
LOADING oosO SPACING- 2.0.0 Si.CDEFL. In (lo c) Udell Uri PLATES GRIP
]CLL 46.2 plate Grip DOL 7.75 TC 0.26 Vert(LL) .0.02 16 nlr 180 MT20 197/744
(Ground Snow=-60.0) Lumber DOL 175 SC 0.04 Ven(TL) -0.02 15 fir 80
TCDL 10.0 Rep Stress lncr YES WB 0.20 Horz(TL) 0.00 i6 n/a me
BCLL OX Code IRC30067TPI2002 (Matrix) j i Weight:11211, FT=4•b
SCOL 10.0
LUMBER BRACING-
T'OPCHORD 2x4 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except end
BOT CI10RD 2x4 SPF No.2 verticals.
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 64-0 oc bracing.
UTHERS 2x4 SPF No.2
REACTIONS. All bearings 25.0.0.
lb)- Max Horz 29=-75(LC 6)
Max Upli t All uplift 1001b or less at joint(s)29,16,24,25,26,27,28,21,20,19,18,17
Man Grav All reactions 2501b or less al Jolnl(s)23 except 29=282(LC 1),16=282(LC 1),24--377(LC 2),25=351(LC 2),
26=291(LC 2),27=258(LC 7),28=289(LC 2),21=377(LC 3),20=351(LC 3),19=291(LC 3),18=258(LC 1),17=289(LC 3)
FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-29=260168,14-16=460168
WEBS 7-24=-337157,6.25=.312/63,5-26=.250161.9-21=.337157,10.20=.312163,11.19=-250/61
NOTES.
1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;8CDL=6.0psf;h=248;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C Exterlor(2)
zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Trus designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable
End Derails as applicable,or consult qualified building designates per ANSI7TPI 1.
3)TCLI..ASCE 7-05;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=7.1
4)Unbala,lced snow loads have been considered for this design.
5)This truss has been designed for greaterof min roof live load of 16.0 psf or 2.00 limes flat roof load of46.2 psf an overhangs non-concurrent
with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chard bearing,
8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
9)Gable studs spaced at 2.0.0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
111'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will 0t
between the bottom chord and any other members.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)29,16,24,25,26,27,28,
21,20,19,18,77. xNxsHl4ubylHyr s
13)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSIlT'PI 1.
14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this Wss. A L
LOAD CASES) Standard
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Town of Queensbury Building & Code Enforcement
Office No. (518) 761-8256
Framing 1 Firestopping Inspection Report
Inspection request eceived: l�
Name: , Inspected on:
Location: rz�[^ M Arrive: 12 l �S— a.m.N
Permit No.: IT-Q— Inspector's Initials: 4LY AAF)
TYPE OF STRUCTURE: n
Y N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers � `�
*,russ Specification Provided
Bracing/Bridging
Joist hangers v N
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/3(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2, 3,4 hour W
Firestopping
Penetration sealede�
16 inch insulation in cavity min.
Garage Fire Separation
House side%,inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing /Firestopping Inspection Report
Rough Plumbing I Insulation Inspection Repoli
Inspection request received g ?ply(ZlS
Name 1 S Inspected on Ill ZQ�S
Location Arrive
Permit No. I . 51 y Inspector's Initials
Type of Structure , .
COMMENTS
Y N NA
Plumbing under slab
Rough Plumbing /Nail Plates
Plumbing Vent /Vents in Place
1 Vz inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/ change of direction
Pressure Test
Drain /Vent
Air/ Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping 1/�J,�`
Air/ Head
50 P.S.I for 15 minutes
Insulation / Residential Check/ Commercial Check
Window Sealing
Tyvek or Similar Exterior Sealant
Proper Vent,Attic Vent
Door/Window Sealed (No Insulation)
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly /No duct tape
Blower Door Test
Air Sealing
Town of Queensbury Building & Code Enforcement Office No.(518) 761-8256 T
_R"
Town of Queensbury Building &Code Enforcement -l(0
Office No.(518) 761-8256
Framing 1 Firestopping Inspection Report
Inspection request received: 8 20 2QbS
Name: PVK,( Q_R'140 Inspected on: 2t Zf1
Location: t 5N s Arrive: a.m.l p.m.
Permit No.: 11'517. Inspector's Initials:
TYPE OF STRUCTURE: ll d
Y N NIA COMMENTS:
raming
Attic Access 22"x 30"minimum
Jack Studs I Headers 2 (Op C
Truss Specification Provide
Bracing I Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches I Holes I Bearing Walls
Metal Strapping for Notches Top Plate
1 Y2(w)16 gauge(8)16D nails each side
Draft stopping 1,000 sq.ft floor trusses
Anchor Bolts 6 ft or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side Y2 inch or 518 inch Type X
Garage side 518 inch Type X
Ceilinglwall
Windows Habitable Space I Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above I below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing/Firestopping Inspection Report
Town of Queensbury Building &Code Enforcement I
Office No. (518)761-8256 2
Framing / Firestopping Inspection Report
Inspection request received: xA16 11S
Name: Q�SC o�$t<�a Inspected on: -"Alz,�2,oA5
Location: 1¢ Arrive: a.m.l p.m.
Permit No.: Y�-�1� Inspector's Initials:
TYPE OF STRUCTURE: U _ Aid,..
Y N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers �l
Truss Specification Provided
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed property
12"O.C.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %(w) 16 gauge(8)16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 518 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing/Firestopping Inspection Report
Mon
c„r, rrtR
Foundation Inspection Report a
7 �zp
Office No. (518)761-8256 Date Inspection request received: (2-2-115
Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials
NAME: Fk\Sc slut PERMIT#: 1,51z-
LOCATION:
y,51z.LOCATION: 1.�>l � 4-Owe# LLn INSPECT ON: 1,(2-Z1"A`--�
TYPE OF STRUCTURE: hc-- ' OaLkn .tom
Comments
Y /A 1 jla -/P5Z-1
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
ru
R-
gh Grade 6 inch drop within 10 ft.
L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
r
LANDS N/F OF
ELIZABETH D. BECKER
I �
LANDS N/F OF
PILOT KNOB MARINA INC.
1 S1 7�0
728 p0
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1
S 13050'00" W
CO C\4 � 19.001 +
SHED
Q) AREA
LAN193975.4 Sq. Feet
STANLEYA / LACKEY 4.45 Acres
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ECK
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FFAME HOU-9EEGI"F J
rGE �� DILCO
LLJ1 DOOR }(
PROPOSED �x
S 6704410511 W p ADDITION
38.46'~I �� \ MAP REFERENCE
Ccs} ............... °' }
` MAP OFA SURVEY MADE FOR �
419, 161, S 40032' 11" W ANDREW W. & DAWN'M. PLISCOFSKY 1
25.64' DATED OCTOBER 19, 1988
N 82037'_00 Gy BY VAN DUSEN & STEVES
S 55033'57" WI
10.00'* DEED REFERENCES
ee¢
P LAWRENCE L. ALLEN & 'CHISTINE M. ALLEN 1
LANDS N/F OF ! T0.'
DENSIS FEE ANDREW W. PLISCOFSKY & DAWN M. PLISCOFSKY
DATED NOVEMBER 18, 1988
C. 8:734 P:50
am
ANDREW W. PLISCOFSKY
(P - - TO'
{J�JI ,YDR STATE DEPARTMENT OF
IT11. 1.'
SnPo ?TATION
LEGEND I 1 L I
' �PE2S0�!ALL Y MC�a�aiJrR-bA'TED'iAPf? L 17 12008
M THE PROP <i-`r LIE'"&—,:(352 'P:266 1,))
! '
UTILITY POLE S 'h�C7`r'OSC f' �TFZUC:TUR (J)OR;DIGN(3�' �
O = PROPERTY CORNER til iD 10 2014
IGNATURE
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........... .. ... ..... . .. ...............W . . . ...,.. , ....,., , ,... .:...., ........ ..�....�. ,_ .._......... . ,. ... ...... .�........ .... ,....u....... ...__. ... __......,...... ........ ..,_... ..... „_.,_..�.._.....�.�.._�wW..�.,.�._ .. arc Z0,-�� ._w.� ;
� v�D M h,` 14
"UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Map of a Survey made for _ C a e .,„ ,, .. „...,..... ...r............. .�..
dd/NNft6L6 iN 60 3
- MAP BEARING A LICENSED LAND SURVEYORS SEAL ISA - _
n SOLATION OF SECTION 7209,5UB-DiN510N 2,OF THE - -
IXJCP. NEW YORK STATB LOUCATION LAW.'
3
ONLY
' COPIES ORTHE ORIGINAL OF THIS SURVEY - - -
MARKEDRKED I WITH AN ORIGINAL OF THE LAND SURVEYORS
SEAL SHALL BE C01451DERED TO BE VAID TRUE COPIES.-
S
'CERTIFICATIOt{R INDICATED HEREON SIGNIFY THATD awn - -
THIS SURVEY WA5 PREPARED IN ACCORDANCE WITH THE - Andrew Y I e
EMSTING CODE QF PRACTICE FOR LAND SURVEYORS ADOPTED - - - -
BY THE NEW
STATE
ONAL
s LAND SURVEYOR%T SAID CERIIFlC�ATIONS SHALATION OF L RUO(ONLY - -
TO THE PERSON FUR WHOM THE SURVEY IS PREPARED,AND i -
S ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL
169 Haviland Road Queensbury, T�7 g AGENCY AND IEj1UNG INSTITUTION LISTED HEREON,AND Town of Queensbury, Warren County, New York 04/08/14 PROPOSED ADDITION
bur New York 1250`$ - TO THE ASSIGNEE]OF THE LENDING INSTITUTION.' 1
lleensPU5COf5KY
(518) 792-6474 New York Lie. No. 50135 w... _W� .. _.�...w..W. ....
�.W.U. ._ _ ..._..m ... W,
NO DATE DESCRIPTION
DWG NO 88 431
278-I-43 I
i
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
zb° � 29147
Permit No........�................?.J.a...��...Cert. N® Cut-in Card No.....................................
Owner....... ..... .�.J.Cd �� x........................................
Location.....tR. .f........?. ,rte�.fS��..�l���i. .T.1............................................. .Ll��. ........
Installation Consisting �........... .........................................%0.......
............4�...,1......0........................................................
....................................................................................................................................................................................
InstalledBy........... �. /j ....................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege makin ms ections at any time, and if its
rules are
, ..
violated,/the Company shall have the right t r o e this icate
Date...../.vi... 5 .1.. ..................... INSPECTOR. ........ ........ ...........................................................
Member N.F.P.A.,1.A.E.1.
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No.k-QQ•...... ......i�S....Cert. N 0 2 917 9 Cut-in Card No.....................................
...
Owner......................IpL...f 5. !
_ ......
.................................................
Location.......!�31.....s.. ... ..:.... ..(.. ............................................................. .......
Installati Consisting of.` .rg ...Z ..2 ..z2-&-aT j ,,,,,,,,
�D 4U�...4... �. .............................................................................................................
..........................
....................................................................................................................................................................................
InstalledBy...............s12 ..................................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making inspections at any time, and if its
rules are violated,the Company shall have the right to vo thi rticatee..j�
Date......�� .Z� ......... INSPECTOR...... ... ...... ..:"z` ................. . ...
Member N.F.P.A.,I.A.E.I.