2003-098 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE. 0F .0CCUPAN.I%r.'.','v_L
Permit Number: . =P20030098Date Issued: Thursday,,May 01, 2003
This.is.to certify that work requested.to be done as shown.by-Termit Number P2003009& -
has been completed.
Tax Map Number: 523400-290-014-0001-023-000-0000
Location: 10 MARTELL Rd
Owner: WYCKOFF & RJNE JOHNSON
Applicant: WYCKOFF & JUNE JOHNSON
This structure may be occupied as a:
By Order of Town Board
Residential Addition TOWN OF QUEENSBURY
Director of Building&Code Enforc ent
1�
;F
Residential Plan Review: One&Two Family Dwellings
Check
Y/N/N/A/ to
(2)Full sets of plans
Over 1,500 sq. ft.-stamped
Design loads on plans: 90 wind Floor Loads 40 psf
70 ground snow load Sleeping areas and Attics 30 psf
Calculations:
Window Schedule with glass size
Door Schedule/Main Entrance 36"Door
Emergency escape for Bedrooms and Habitable Space
Above/Below grade, 5.7 sq.ft.
Grade, 5.0 sq. ft.
24"(h)x 20"(w)min.
44"Max.Height above floor
Residential Check paperwork compliance and inspectors checklist: OK
Vertical Rebar as required by code/Anchor Bolts %2 x 7 6' O.C.
Dampproofing/Waterproofing materials on plans
Foundation Drainage on plans,if required
6"Drop in 10' Exterior Grade
Framing cross section for each roof line,Vertical Fire Stopping every 10' where required
Ice and Snow shield 24"inside exterior wall/Proper Vent,Attic Vent
Platforms at exterior doors
Stairway headroom 6 ft. 8 in. all stairs 36"Width
M- Stair run and rise
Winder run and rise
Spiral not allowed from 2°d story
Smoke detectors battery backup and proper location
Bathroom Fixtures proper clearance
Hall width, 36"min.
J Handrails more than one riser on open sides
Railing and Guards>30"/Basement Stairs included/Closed Risers more than 4"in height
.40
Safety Glazing Notes for required areas
Garage Fire Separation
Garage Floor Sloped
Attic Access
Roof over 30"-22"x 30"
Crawl Spaces 18"x 24"Access
Carbon Monoxide Detector lowest sleeping level
Soil Test Results,if required
Septic to well or water line separation
All paperwork signed
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20030098 Application Number: A20030098
Tax Map No: 523400-290-014-0001-023-000-0000
Permission is hereby granted to: WYCKOFF & JUNE JOHNSON
For property located at: 10 MARTELL Rd
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: WYCKOFF & JUNE JOHNSON
10 MARTELL Rd Residential Addition $13,400.00
QUEENSBURY,NY 12804 Total Value $13,400.00
Contractor or Builder's Name/Address Electrical Inspection Agency
SHERIDAN HAMMOND
518-494-3370
CHESTERTOWN.NY 12817-0000
Plans&Specifications
2003-098
224 SQ FT RESIDENTIAL ADDITION (LIVING ROOM)AS PER PLOT PLAN SPECIFICATIONS
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,March 27,2004
(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 rB
own of eensbury; Thursday,March 27,2003
SIGNE for the Town of Queensbury.
Director of B ding Code Enforcement
Building Permit Application
Town of Queensbury Department of Community Development,742 Bay Rd.,Queensbury,NY 12804
(518) 761-8256 Q
A permit must be obtained before beginning construction. Permit No.:
No inspection will be made until applicant has received a Fee Paid: —7
valid building permit. Form must be completed. Rec.Fee Paid:
Reviewed By:
Applicant: F Nso Owner:
Address: O _ ' Address: •
f S
hone#:
Tax Map Number: 42110. ( q — 3
Subdivision Name:
(if applicable)
Lot Number: /House Number: 10 /Street Name A LZ T'E LL
OR
Property Location:
❑ New Building: Residential/Commercial Estimated Market Value of Construction
Addition: esi enti Commercial If an Addition,what will use of addition be?
❑ Alteration: Residential/Commercial I_i V I N Lh 200(jt e--Y-TE1-)5(04
❑ No change to
Exterior size: Residential/Commercial
❑ Other work: (describe )
Check Below Occupancy Info 1"floor sq.ft. 2`1 floor sq.ft. Other floor sq.ft. Total Sq,Ft.
Single Family Dwelling
Two Family Dwelling
Townhouse
Multifamily Dwelling
#of units
Office
Mercantile TOWN OF QUE NSBURY
Manufacturing
1 car detached garage
2 car detached garage
3 car detached garage
1 car attached garage I
2 car attached garage
3 car attached garage
Storage Bldg.,Comm. i
i
Storage Bldg.,Res.
Other 1 111 i N G 92(�04 fl
What is the proposed height of the structure: -feet O inches
Will any second-hand or ungraded lumber be used? If so,for what? Alt)
No. of F irenlaces to be installed:
No. of Woodstoves to be installed: .�
List below the person(s)responsible for supervision of work in regards to Building Codes:
Names — Address Phone No.
Builder Sh i at) yiAmtw Po zox 419 C e er-4buj,u 12_ r 424-_ 70
Plumber A/d�--& '
Mason VheedAu 14AM'
mo U )( 41 q C P y 12Vi 7 j49 r/-337o
Electrician ES y P4 23 , Pg 11rnapiQ AL Y,
Declaration: Please sign below after you have carefully read the statement: -
To the best of my knowledge the statements• contained in this application, together with the plans and
specifications submitted,.are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to
the proposed work shall be complied with, whether specified or noted, and that such work is authorized by
the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate
of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes,an
As Built Survev by a licen d s ry or;drawn to scale, showing actual location of all new construction.
Signature: / / (circle on • owner)wner's agent,architect,contractor)
r
Residential Final Inspection i I
Office No. (518) 761-8256 Date Inspection request received: r
Queensbury Building& Code Enforcement Arrive: am/1 epa am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: V
NAME: PERMIT
LOCATION: DATE: 5
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof
Roof Complete
Guard 30 in. or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in. or more / JI 0/;L
Exterior Finish Complete 1vE
Interior/Exterior Railings 34 in. to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Grade away from foundation 6 in,with 10 ft.
Handrail Termination at Newell Post or Wall
8 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut'-off boiler
Relief Valve s)installed
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazin
Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor tniss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
%hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents
Building No./AddrWj visi le from road
Final Electrical o- ,
Site Plan /Varianigrequiled
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification,if required
Okay to issue C/C(Cert.Of Compliance)
Okay to issue Temporary C/O(Cert. Of Occupancy)
Okay to issue Permanent C/O(Cert. Of Occupancy
L:\SueHBmingway\Building.Codes.Inspection.FORMS\Res.Final Insp.forffi 2.doc edited January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518)761-8256 Date Inspection request received: T .17
Queensbury Building&Code Enforcement Arrive: am/ m Depart: pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:1
1 /
�J ^^,, DIE
NAME: `PERMIT`- #: V
LOCATION: G, INSPECT ON: e
TYPE OF STRUCTURE: -r
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Venus
Cast Iron, Copper Drain/Vent/Colnm.
Plumbing Vent/Vents in Place /
Rough Plumbing/Nail Plates
Head or Air Supply Tess, J
Drain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
�� L��
Water Supply Piping r\ J
Copper ommercial
CopKr, CPVC,Pex One &Two Family Z/
ul ion/Residential Check/Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:_-
L:\,SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003
r�
Framing / Firestopping Inspection Report 0e
Office No. (518) 761-8256 Date Inspection request received: ' a
Queensbury Building& Code Enforcement Arrive: am/pm` n. part: rM/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _
NAME: PERMIT PERMIT#:
LOCATION: yl . LPL INSPECT ON:
TYPE OF STRUCTURE:
_ Y N N/ANow COMMENTS
Framing —�
Jack Studs/Headers
Bracing/Bridging ,Q
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2 (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 snow shield 24 inches from wall
ve separation 1, 2, 3 hour
ire wall 2, 3, 4 hour
vres to_ping
VA'Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/2 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
LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: ,
Queensbury Building&Code Enforcement Arrive: am/pm Depart.f m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: C,�s) y Co +r PERMIT#:
LOCATION: eo INSPECT ON: o�
TYPE OF STRUCTURE:
Comments
Y N N/A
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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/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
C/Cast/Copper
Foundation Insulation Interior/Exterior f 2
Rough Grade 6 inch drop within 10 ft.
Ilan
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart: - am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: CO 6="F PERMIT#: ' p
LOCATION: INSPECT ON: d
` TYPE OF STRUCTURE:
Comments
Y N N/A
f
Footings
Piers
f
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete-;-I;,----,
Mate r al's_�for El' p' ose on site.
V Aid"ndation/Wallpour r� e2
einforcementin Place
Foundation Dampproofmg
Foundation/Waterproofing
Type of Dampproofmg/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 ,.,sulgtion InteXior Exteq*or
Rough Grade 6 inch drop within 10 ft.
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm j' Depart.0 a pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials-
NAME:
NAME: PERMIT#: '�`"�� U�
LOCATION: J INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y IN N/A
F otings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is resil8nsible for
providing protection from freezin
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
•
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofng/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Bacicfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
MAQT"ELL
RECEIVED
MAR 2 6 2003
m � � '� �QUEENSBURyCo®�
:- �t I � �ANp
nj
rR �.
b
TNOTICE
ULATION MUST BE COVERF-D
MINUTE THERMAL BARR,� ;
�ApER It�SVtAT10NB�BN
KRA� C®�gUST1
COVER® BY N®N.
i -
c
y. OF Q.HNSBURY BUILDING DEPARTMENT
Rat on our limited examination,
n
� rapliance�rith our comments shall 13
�. ..z Put be construed as Ong the M
�� m m � pans and specifications are in tut N
70
W mmpiance with the code.
z d �
W =
1 I
i
BUILDING C S ITT
pRFVrFWFD BY
DATE c,
2LAO# 541 NGLI=5
ICE f WATER COM PLETt; IWCOF � J- 'L.
''f"•PLY WOO ID 5 HEATW 1"
;2 jl2aait;t cT2 Wfe B
PfZOP R �IENT 2" W Fcx�n�t R-ty
�.38 i�SULA'[tdt./ Yy` DrQV.LWALL
'�'- X(c "DeL TOP
2-"SCFF 1T V F'N T
2XI(� sOLtO i-l��T�i=25
2,21 CLASS INS,
'/V N12 Fc3lAm S,b
Jyt(y 'R,S, 17r jtAE StD)13C
Y
TYVEK WS`AP Z ��Yttl(�LL
-1 I le' W WEP—'ZOAlRIV
2-c[, 5TODS 11.5"OC.
2x4� 'P,i. StL�-
2 Rows C A 01-
I<i ra ct
PtrvlsE�7 3•zL•c�3
r
4"
-POLY F/t,A
a FOAM (Its
GJZCUAO LEVEL _
2. NRiZONTAL (KCF3
Y2'*1ZEbAR YIERTICAL-
2- lzoW5
oUNUP .ic�nj.. �N�tEa
_ 1JEW 8x16,_ FOOT(Ac- 'PENa1ED TU EX(sTsn»�
Og/2 6103 FLED 11:23 FAX 1 800 222 7964 4�I�65�1� CO�SAL4tlh
Af ide�rsen�
Center of siacs Performance Data
wu mns pair V111" f UeNalur '1G1l8 ®b
(Ail filled-) LhW Iic, slow -Rilti' Tur' Tdwa _ (00' OQw~ t
CawnwVAuridnZ 711-WasN,
W4,Wwrloef,j#egW , rMsioo 83%- 0.92 0.79 191 62% 64% 0.50 41% 45°F
fltsd lFiCttre Wirdawa) 82% 0.90 0.77 187 57% 60% ..0.49' 41% 48°F
cyrtl.t..� 83% 0.92 0.79 191 62% 65% 0;49 41 °
Fw Mlrld° ° won•Perfo,maiiet'iota Lo.-El sod
> it9� '�GHdig pays Ow82% 0,$7 0.25 181 549b 5$% 0.49 2% 46 F N'gn•Pe iomtente 5e:'txp sun)are
fM�tihanla� gp 80% 0.82 0.11 172 47% 5396 OAS42% 46°F anaeRtn utictmetkt my"litinz etas,
• - idled an NFNC testhL'?aimutarma cond2fae
u51ng Wlnaoa11,1 ar.t NFRC Yaiideled sou
. - / at1,d°F arri+da wnpr nAne..7(t'F iaiiee W
__ - _ � etun era a 1E rrdrt!gird.
dam
-- - 11f�'elfrDtrair-' memo F� 1 YISitYe AartSrrittanrn IVtI melcures ndy
U•Vrlw 4S11R 4hlr GgM cameo unat, the Wa,a 71a higna,
3 SiH81C1 Rf4G4 lid` T ta�{Y .. "toot• ]Igeitpa
.. valw.Iran o to,,its more d►yupane
, � lets w-Ytslhle tranonvitterce is rat.aaerec
%� 0:50 OA3 W4 1T% 34 „0.28 60'% 55°F the MID 160nar itnaerpartial uffh aotu spectral".
!'iasg}ram IF191111111 mmsz 2 shading theantiehtt,deficit Ina roam
iy,�0r F1olure 73% 0,49 0.43 102 16% 33% .28 60% 58 f neetgalnsh,ougl,u,:t p►1►tamparelu
III WkWM 1400 664af T3% 0,50 0.43 104 17% 34% 0.28 60% 56•F 340 Cite of civil I,s^is Mal'[teas
ClrOk!trot Ehij11141 TM Cif o,Oval •73% 0.50 0.43 104 17%, 34% 0.28 60% 56°F Shier treat"a Cal"'dent(WGCI d*
111111;ikllldalt atv ` >ti eactton of tale.adUtton admxtat
pep j e poor 72% 0.49 0,42 101 16% 32% 0.27 60% 66oF wmupn fre 11613°°•nehy°tty trim"
...__,,. •• •• and abaotaed and sLaseauitm A4a,s
FtttrdMraw•INttp4,Oupa its,Mpg 72% 0,49 0.42 101 ' 15%+ t32% 0.28 60% 56'� ihn►ard the tofear Wa wlui the lea hu
11a t flrcltWMdowq,t;Aitti�ir" 71%' 0.47 0.4L 98 14% 31% 0,27 61% 660F transnitted through III gae1.
lied mdwVSI wft jttrrpttradl 73% 0.49 0.43 102 - 16% 33% 0.28 60% 56°F 4 Ryiens Rest ems is calculated undert
ltrtbrArd IeR Kndstatal 71% 0:49 0.42 101 2% 25% Q.2a 00% 58aF dit;Neel Set of 855JnVJtiact than IM/m
. padormanee.
5 Tranamission WIN NK et Energa(t0V).n
Vantmse(°r,of tlrort care Irowu Atho
380 nanonIDlo portion of IAa Toler War
efannMW � h the ena!gy on caaib abM faiing•
H10-Loww.I Was VbWr . fit" ,U-1011to�' %RR Glen s vansmustda wmep lamas"howl.To
' �= RtCa 7�' ' r 'arils• r uansm ldoa at axda Rae enaph is Ike
(QeYI falte.INrYad loar•Er tr4nn blend tilled) , Boo nandtnata pillion of tit WSJ
C Mir � "Wa�ir The vttde n dAtol toot-the UV and rctt
40% 036 0,31 76 16% 24% 0,31 68% 54'F tight energy tnet tun ptvna Mile t,efing
•-� fhb rash h►5 Oka detn relerranit°ts'
Mf;lltra U�le q,NA,DNP .40% 0.35 0.30 74 15% 23% 0.30 57% 54'F kraart,ca n ohmage Function
O ;Wildrrts 40% 0.36 0.31 75 16% 2494 0.30 57% Sd°F 7 u-Factot is a measure:t the heat itlp
gteb 1�p"�( T PltgMr 0►il .40% 0.36 0.31 T5„ fft 24% 0.30 67% 54'F through ma etaas in awordasF s4.h
'r t - •- ° 8 percant ralatWa hum(Gr•both"moan
pi gips. pip pfhor 39%r 0,34 0.30 73 r 14% 22% 0.30 56% 54 F. attars at the ca.ta or r;iacl,farm adr
FtsatpMypo/°Ylrj�d,}UUldHii 39%.,. 0.35 0,30 73 14%• 22% 030 58% .54°F center m glass temperature.
MYttgrtlM;!;lei tflilalm+, u
3896 0.33 029..., 71 13% 21% 0.30 58% 55`F 9Inside glass surwe temneratYre are tot
-F
. ..._,,. .. ..._. ,. ....-.. ... the center of glass.
Rod WittMeaalbq b jkmpg0d) 39%• 0.34 0.30, 73 14% 22% 0,30 58% 54
j ry /{i�pnirt b) 39% 0,35 0.30 73 2% 16% 0.30 58% 55•F
This dais t:n►utatt as of A9ptst 6,2002.hue to on0og posdhetchangas,updated teat res Jg,Of now Adusar swath ds,this data may 06ACE over e'me.
Conedinn Product Pedarmsnee Ratings
Tested to;CAPS/CSA A440•A190
fie Mttrlvn+vas tested and the deflection was vritnio the wiminum etlartable of V 1-75 at pasitiee and negstrotll0ad5 of 260E Pa.
Vlk&W Rtdtitil wo. Vftdtttad I11erigi R
Oalb i Ail Wakr RNlrtam 110[tt c6d 901W All Wabr Ibrfaittncr is Fo�Afl1; .
a.ad t tlatirarr VAN" . NJ wow-019 +star 11eried nRlmtwi Tolrie . tad b M44 �7,
CW16 _ A-3 8-1 C•4 ;. .. Pass Fr,.12050 Fixed 8.7 C 4 Nit:A ipp jubl
I V B-5 C•5 NotApp "
P8050 licabls AF-608 R"d, 0-7 C-5 No,Appllcebl
..,...•Fbred.. ,
AP421V A-3 5.4 C-2. Pass SP-A02 Fixed .. 8-7 C-5 Not Al 1p li bi
A3536 A 3 6.3 C-3 Pass FWH6080AP A-3 8-3 C•3 4!D--
1W3862 A•2 9-3 C-2 Pass 9080SASR A-3 9.4 C-3 Pass
NL3862 A-3. 8.3 C-4 Pass FW06080AP A-3 B-2 C-3 Not ApAllt:ab
DNP5662 fbcs0, 8.3 0-3 Not Applicable 3180 A 3 5-4 C-3 Not 7ppGdah
Ge5 A-3. 8.3 C-3 Pass FWG8080 A-3 3.3 C-1 Fass
Ctr[Ovl 3048 Flttpd. 8-7 C-5 Not App ifble 160611 A_3_ 84 C-2 Pass _
Fired•_._ 8-7 ..Not ippffcrible P5G8080 - !+-3 --
244
i
Town of Quee+ .,,-.;.pry
Table 4: Summary of Olmensfon lMulk Requirements
Page 1 of 2 r'>
District Symbol Minimum Minimum Setback n feet Minimum Maximum I Notes
l�l �_ Floor ��-- ' Building
Lot Width Depth Area for G 1=1�tom, t�l Percent Area
Lot Size (test) (feet) Clustering Front� Slt!t; Raar� Shoreline Permeable (fee)t Ratio
FAR
Land Conservation LC-42A 42 acres .
400 210 acres 100 100 100 100 95% 40t35 f'I
LC-1A 1 acre 400 5 acres 100 100 100 100 950/0 40/351a1
Parkland PR-42A 42 acres
Recreation 800 800 210 acres 100 100 100 100 900/0 40/35 t'1
PR-10A 10 acres 400 400 60 acres 100 100'r 100 100 80% 40/31S I't
Rural Residential RR-5A 5 acres 200 25 acres 50 30 30 75 75% 40t35 t'1
RR-3A 3 some 200 15 acres 60 30 30 75 750/6 40/3501
Waterfront WR-3A 3acres
Realdentlal 30 It.front 25,20,15, 25,20,15,
Principal
yard at road, 12;varies 12;varies structure:
76 it.® with lot vfidth with lot width 28 Garage:
160 16 acres shoreline $ f°l 75 4 85% 18 0.22
WR-tA 1 acre
30 ft.front 25,20,15, 25,20,15, Principal
yard at road, 12 varies 12 varies structure:
50 fl, ® with lot width with lot width 28 Qarage:
150 10 crea shoreline t°I j°I 60 4 66% 16 0.22 O
Urban Realdentlal UR-1A 1 acre 10 min.
150 5 acres 30 Sum 30 20 75 50% 40
UR-10 10,000 sq,It. 75 10 min. -. - --
50 000 a .It, 30 Sum 30 10 75 30% 40 O
Multifamily MR-6 6,000 sq.It.Residential 80 25.000 so.It. 30 10 10 76 30% 40 CO
��
Mixed Use Mu 20,000 sq.ft. 30 QXC
plus 5,000 100,000 sq.ft. n Permeable
sq.ft.per 4Y f 4,14 tArea/Mt.
'dwelling unit 100 120 20(*) 20(*) 75 30% 50 Control density
Professional Office PO 20,000 sq.ft.
plus 6,000 100,000 eq.ft.
sq.ft.per 1 Principal
dwelling unit 80 60 20 20 75 3055 40 1 BldcV20,000 ft.2
Suburban SR-IA 7--'1`acr&-- T —--10 min;- —
Residential.— —---- 150 �--- 10.000 so.ft. 30 sum 30 20 75 50%
3R•20 20,000 sq.ft, - -
plus 6,000
sq,ft.per 10 min;
dwelling unit 100 NA 30 surD 30 10 75 30% 40
SR-1 15,000 sq.ft. 10 tnin:
75 NA 30 sum 30 10 75 30% 40
Single-Famlly SFR-IA 1 acre
Residential 160 NA 30 .20 20 75 65% 40
SFR-20 20,000 sq.ft, 15 min;
100 NA .30 sum 40 20 75 30•/. 40
C 1
D�;f1E� L�4Nvf o�
MAP REFERENCE
HAVILAND ACRES SUBDiVISION
BY JOHN B. VANDUSEN
FEB. 24 1976
f /V Sr
`-
1h 1� T lrfRENt CFP'if v Tu
SCOIT Ell. AN[) CYY THIA
` GLENS FA lL`, NATIONa;. aAtil: 11NC fRl T fpMPSINI
C IHAI 71ill, 14,14 wa, htAC`.-
Q1�' THF�S�EI 82Gp♦►, •f+'>ECXD OESCTUPTIf1:,6 Am)
tA11 ((c//R'' FiES ANO :4-"OVENCNTS
Q ENCROAC
t
N � M. .st' ' •
+ D ►;� NOI{K NT'
L 1 19 • M
JuoTTa SON( lie ., sla . : V
•
` ' • � O't,emtnrixd atruar;on«sdda;on t a:o a r>'ty
j L)v(nl G E'� n N le_n ( '•.F Of iv% y 01 i k a l.erlscd ,,',sc:i is a
•• • :idraan o.':<ulm 71M.vlyd;visicn !rl Z,ox
••
- 0•• tkw Yolk La..-
j "Cr:y copies fmm cc ork:mJ of eis A-wy .
MutV-uati an...:^:nal cf she;a+d sur eror f
VI
- vl Sled k c=zwad talc rj;u,^r
••Cc C.'c t ns;ndiocd hcrran sre ify L%w This V,
su—y—%preparod in atCOnLirom%yir.l do u-
O isrin code cf Pr:e:a for LAM Sum<3 adoprcd 1
f by UK tkr York Sute Avoria::an cf I'-rfr:.ionw
• Land L.,V/ors.Said ccscifiarims sioA mu on:y
f\ S rc de Issue f«.tcm do svrcy is f mpared, \j
Lid an h;s belutf to sir.tide avoiany.
(\ a{:-my and kne nC Lmurmm LaW Wy ,:»
dle azirnru of ds knL4 iraien;on
Q 0.696 A CRES+
a
�1
i
MAP OF A SURVEY MADE FOR
SCO T T B. & CYNTHIA A. WILLIAMS
TOWN OF QUEENSBURY WARREN COUNTY NEW YORK
Al
SCALE_ I" = 40' DATE APRIL 24 !987
_ yAVIL
AND
— ROAD VonDusen & Steves
----__ LAND SURVEYORS , GLENS FALLS , NEW YORK.
N. Y. STATE LIC. NO. 356'7
t E 0 (v 7 c S.�o�✓
Go�� IA