1988-262 CERTIFICATE OF OCCUPANCY
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date April 20 19 90
()30 I ),(13 •
This is to certify that work requested to be done as shown by Permit No. 88-262
has been completed.
This structure may be occupied as a 1 of two family dwelling
Ioration R oneen Anne Court - Model J - Ouuen Victoria's Grant
Owner Guyer Builders, Inc.
By Order Town Board •
TOWN OF QUEENSBURY
J)
Building &j Zoning inspector
BUILDING PERMIT
54
TOWN OF QUEENSBURY
No. 88-262 'zs
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to Guyer Builders, Inc.
OWNER of property located at 8 Queen Anne Court — Queen Victoria's Gra Street, Road or Ave.
rn
in the Town of Queensbury,To Construct or place a 4 of two family dwelling
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
119 Dunning St. m
Ballston Spa, N.Y. 12020
0
2. CONTRACTOR or BUILDER'S Name n'
Same ti
to
3. CONTRACTOR or BUILDER'S Address
IL
Same
rt
4. ARCHITECT'S Name
to
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
(X)Wood Frame ( ) Masonry ( ) Steel ( ) n-
7. PLANS and Specifications
F'h
No. 32' X 48' as per plot plan, specifications and application
rr
including septic system and one—car attached garage — Model J •
8. Proposed Use
W
3/4 of two family dwelling
ti
5.00 C/O
$ 89.00 PERMIT FEE PAID —THIS PERMIT EXPIRES December 1 19 88
ti
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbur his 23rd Day of May 1988
SIGNED BY for the Town of Queensbury
Building and Zdning Inspector
. -Ay bb LvArlit.wiU tit 3Luv. saLe i. •
I/ Application No. _r owN OF QUEENS .I
o win of Queenibury Permit Issued 19 Q -.1i M -.I 1 iP .{J -
I j
BUILDING and ZONING DEPARTMENT Permit Expires 19 •
Pay and Haviland Road, R.D. 1 Box 98 Zoning Designation 2 198(�v
Oueensbury, New York 12801 Variance No. .
�1, Site P d ew No. BUILDING a- CODE DEPT.
�, �� Appao b •
9 y :^c-'l �C
PPLICATION FOR
BUILDING- AND ZONING PERMIT •- -zAwa
* *• * * *• * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *::*
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. ANSWER ALL OF THE FOLLOWING.
The undersigned hereby applies for a Building Permit to do the following work which will
be done in accordance with the description, plans and specifications submitted, and such
special conditions as may be indicated: on the Permit. " •4 _
The owner of this property is: Guyer Builders, Inc.
P.O. Address 119 Dunning. Street Ballston Spa, New York 12020 •Tel. (518) •899-9161•
Property Location: 8 Queen Anne Court Tax Map No.121 / 4 / 2
Street number or building lot number
Subdivision name (if applicable) Queen Victoria's Grant
THE PERSON RESPONSIBLE FOR SUPERVISION OF- WORK AS REGARDS BUILDING CODES -IS: - •
•
Richard H. Guyer III • (518) 899-9161
Name P.O. Address Tel. No. •
'Name of builder •Guyer Builders, Inc.Address 119 Dunning -Street . Tel. (518) 899-9161
Name of plumber Guyer Builders, lnc.Address 119 Dunning Street Tel. (518) 899-9161
Name of mason Guyer Builders, 1nc.Address 119 Dunning Street - Tel. (518) 899-9161
NATURE OF PROPOSED WORK: • ' * ZONING INFORMATION:
•
X Construction of a new building * A PLOT PLAN MUST BE PREPARED AND SUBMITTED,
Addition to a building *- drawn reasonably to scale and attached hereto,
--Alteration to a building *
A showing clearly and distinctly all buildings,
(no change to exterior dimensions) * whether existing or proposed and indicate all
Other work -(describe) * set-back dimensions from property lines. Give
* street and number or lot number and indicate
FOR DEMOLITION PERMIT, STATE SIZE AND . - •* whether interior or corner lot. Show location
of water supply and location and configuration
LOCATION OF STRUCTURES AFFECTED. * of septic disposal area.
.
*:COMPLETE-INFORMATION REQUIRED B��-' OW. .
. *. ..:• ::,". 100± pganplgt X 120 ft.
Size 'of property •
* Existing building(s) Size N/A ft X N/A ft.
Model 1�J * .., -
PROPOSED BUILDING AND USE: Existing building(s) Use " N/A
Size of new struc e 32 ft X 48 ft *" " "
Foundation-pier slab crawl/partial/full * Proposed building, distance from property line
circle one) * see plot plan
* Front yard 30+ ft Rear yard
No. of stories (habitable space) 1 ar ft.
Higlu (grade to ridge) 1y 6 ft. * Side yards 15+ ft and 15# ft .
I residential, no. of families l of 2 * If on corner, setback from side street 30+ ft
lip. of rooms(excluding baths) "1"'-- * OCCUPANCY INFORMATION
No. of bedrooms 2 *
* PRIMARY BUILDING - •
No. of bathrooms 2 One family dwelling This ei for
Primary heating system Baseboard electric* — Two family dwelling one stile of miming.
Type of fuel Electricity * Multiple dwelling / Number of units
No. of fireplaces to be installed permanent occupancy
Will .a wood stove be installed? No * •
Transient occupancy
Central Air conditioning? No *
* Business
BUILDING STYLE, PRIMARY STRUCTURE * Industrial
* Other
Ranch Contemporary La. cabin * If addition, what will use- be?
Raised ranch Mansion Duplex . . .
Split level Old style Bungalow *
Cape Cod Cottage Other * ACCESSORY BUILDING- .,..•:" •
Colonial Row Town House * Detached garage/one car/ two 'car/ car
( CIRCLE ONE PLEASE ) * )( Attached garage/one car/ two car/ one car
•
* * * * * * * * * * * * * * * * * * ' Private storage building
ESTIMATED MARKET VALUE OF * Other • • •
CONSTRUCTION $ (115CD _ *
INFORMATION ON •BUILDING SPECIFICATIONS, ON REVERSE SIDE OF THIS SHEET, TO BE COMPLETED! _
Form BPA 4/86 and-vl •
BUILDING PERMIT APPLICATION CONTINUED -
BUILDING SPECIFICATIONS: .
Type of construction, wood frame, fire safe,etc. wood frame
Will any second-hand or ungraded lumber be used? If so, for what? no
Foundation wall material concrete block Thickness 8"
Depth of foundation below grade (to bottom of footing) 48" minimum .
' Will there be a cellar? 'no Heated or unheated? Floor sq. footage sq ft ..
Will there be a basement? no Will any portion be used as living space?
(If so, what port? sq.ft. - - Type of use?
Type of roof -(iloped)flat/shed/other Material of roof Fiberglass shingles
Size, wood studs 2 "X 6 " spacing 24 "o.c. length 8 ft. exterior walls .
Joists(floor beams) 1st. floor N/A'"x " spacing_ _"o.c. span N/A ft. .
Joists (floor beams) 2nd. floor - "x - '' spacing ) 'o.c. span N A ft. •
Overlays(ceiling beams) "X " spacing 24 "o.c. span N/A ft. •
Roof rafters 2 "x 10" spacing 24 o.c. span 14 ft. .
Roof trusses(pre-engineered) spacing 24 "o.c. span 42'ft.
Exterior wall finish stained Of what material? 5/8" x 4' x 8' texture 111
Interior wall finish paint 1/2" sheetrock
If a garage is to be attached, describe materials to be used for FIRE SEPARATION:
1/2" type "X" sheetrock
Is there to be an opening between garage}and dwelling? yes If so will a Fire-rated
door, enclosure, and self-closing device be provided? yes
Will a flue-lined chimney be installed? No Height above roof N/A ft.
Depth of chimney foundation below grade N Aft
Depth of fireplace hearth N/A ft. in.
Water supply - Municipal or private well municipal
SEPTIC SYSTEM _ Distance from ANY private well(including adjoining properties N/A , ft.
(A separate application is necessary for any repair or new installation of septic system)
See S.P.E.D.S. permit # 0202525
Town of Queensbury AFFIDAVIT
County of Warren STATE OF NEW YORK
•
I swear that to the best of my knowledge and belief 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 not, and that such work is
authorized by the 'owner.
SWORN TO BEFORE ME THIS signature •
clit. l _ �L_
Owner, owner's a nt,architect,contractor
/1,�IS— day of / 19 �� ARN,' NotaryD PublicIENNE,StatJ.ePl ofDER 1J ,York
Atitia_-. /. LLB Qualified in Saratoga County
No.4907592
Notary Public, County, N.Y. Commission Expires Oct. 13, 192Q
* * * * * * * * *_ * */' * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * , *
SPECIAL CONDITIONS OF THE PERMIT:
;=�� ._1. . square feet
s'4'1n 1123stall
, f-t gara
e
— one.
.;..N:., 240are .
1363 @ $7.001100or Part of
Ir.
5.00 O� stall �e
�— .00 c/o permit , . .
Total ... .
• By
TOWN OF QUEENSBURY
nju
WARREN COUNTY, NEW YORK
Application for: . BUILDING PERMIT IN COMPLIANCE WITH THE NEW YORK
STATE ENERGY CONSERVATION CODE . . •
A permit must be obtained before beginning work:
• ANSWER ALL of the following;
Gross floor area 1123 S.F.
•
2. Type of heat Baseboard electric
3. Is the building mechanically cooled? No
4. Percentage of area of windows and doors • 11.8%
A. Over 16% Only
1. Uo value of gross area of walls , roof/ceiling and floors
exposed to ambient conditions
2. Floor over heated spaces YES NO
a. Are foundation walls insulated? YES NO
• • 1. If YES, what is the R value?
3. Slab on grade YES Ng
a. If YES, what is the R value of insulation around
perimeter of floor?
•
•
4. Is basement heated? YES NO
a. R value of insulation
5. Type of insulation
8. Under 16% Only
1. R value of roof and floors exposed to ambient conditions•
R-38
2. R value of exterior walls R-23.5 (U.=0.04+) •
3. R value of glazed area U.=0.30
•
4. R value of doors R-14.9 (U.=0.06)
•
5. R value of floors over unheated spaces NXYNX R-30
6. R value of slab edge insulation - unheated slab N/A
7. R value of slab insulation - heated slab 12.5
8. R value of heated basement/cellar walls (above grade) N/A
9. R value of heated basement/cellar walls (below grade) N/A
10. Type of insulation Fiberglass
C. Controls
1. Thermostat maximum heat setting •
D. Duct Systems N/A
1. Is duct system installed in unheated spaces? YES NO
a. If YES, R value of/duct installation
b. R value of duct in other areas
E. Piping Insulation N/A
1. Size of hot water or cooling carrying agent pipe
2. R value of pipe insulation
F. Service Water Heating
1. Performance efficiency N/A
2. Temperature control setting maximum
G. For Swimming Pool Only
1. Maximum heating N/A
". . Telephone No. (518) 899-9161
(applicant ' signature)
OW% o Quem4p
J
APPLICATION FOR SEPTIC DISPOSAL PERMIT
Ref: S.P.E.D.S.
DATE 10-16-87 / permit #New York - 0202525
MODEL J of I/J
LOCATION OF PROPERTY FOR INSTALLATION 8. Queen AnneCourt
Owner's-Name: Guyer Builders, Inc. • Telephone: (518) 899-9161
Address: 119 Dunning Street, Ballston Spa, New York 12020
Installer's Name: Guyer. Builders, Inc .- Telephone: (518) 899-9161
2 A, C, E, I, J, K, L, M
Number of bedrooms (residential only) 2 3 F, G, H
Total daily flow (compute @. 150 gal per bedroom). 300
•
Topography: circle one: GM Rolling Steep Slope %-of slope
Soil Nature: circle one: Sand Loam Clay Other / Depth: . 8' feet +
Ground Water: At what depth? known 8 feet +
Bedrock or Impervious Material: At what depth? unknown feet
Percolation test: circle one: 16-ot require required / rate min. inch.
Domestic water supply: circle one: . Municipal Well Other
IF domestic water supply is a Well:
Separation: Watersupply from Septic absorption _ N/A feet,
* PROPOSED SYSTEM: Septic Tank gal. (minimum size: 1,000 gal.) . •
TILE FIELD: Each Trench N/A feet / Total system length N/A feet •
* SEEPAGE PIT(S): Number of / Size each feet by feet'
* Size of stone to be used.# / Depth or Thickness feet
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
IMPORTANT * See S.P.E.D.S.
...Please...LIST NEW EQUIPMENT TO BE INSTALLED permit & attached
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *- map.
(over)
Section II Septic System Inspections:
A. All applications for septic system installation, alteration or repair, as
required by the Town of Queensbury Sanitary Sewage Ordinance,shall
• be submitted to the Building Department at least 24 hours before start .
of construction and shall include a plot plan showing:
1.) the proposed,location of the system
2.) location and distance to lot lines
3.) location and distance to structures
4.) location and distance to anywater supply
5.) size and dimensions of all tanks, distribution
boxes, tile fields and/or drywells
B. No system shall be covered before inspection and approval by the building_.
Inspector. Failure to comply with this requirement may result in the
uncovering of the system by the installer and a fine of up to $250.00.
C. An approved copy of the plot plan shall be available on the construction
site. Failure to produce said plot plan at time of inspection may result in an immediate work stoppage.
D. Should unforeseen problems during construction prevent proper installation,
alteration or repair of an approved system, a new proposal must.be submitted
to the Queensbury Building Department before further construction.
I have read the regulations above and agree to abide by these and all requirements
of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Signature of.responsible person:
•
Date: •
Town of Queensbury
Building and Code Department
Bay at Haviland Road
Queensbury, New York 12801
(518) 792-5832
•
•
SETTLFr 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD.PLACE TO LIVE
INTERIM BUILDING PERMIT .
PERMIT. APPLICANT y ,e2 ER , c ,"/Je e S'
Qa-cesi ayrn,c
CONSTRUCTION LOCATION aJ y, 6 $< eo is , .N/./6 - s ao; .aa as,
EFFECTIVE DATE /:f02.1 02 /9 P
APPROVED BY
SPECIAL CONDITIONS :
•
This will certify that all submittals for a Building
Permit have been received and fee has been paid .
During the processing of the Permit , the above named
may begin construction per plans submitted . It is the
responsibility of the applicant to obtain the Permit
from the Building Department, following processing .
POST TIIIS INTERIM PERMIT IN A CONSPICUOUS OCATION ! !
Z(/
Building & Codes Department
. TOWN OF QUEENSBURY
' O
•
• �° D • I, MIDDLE DEPARTMENT INSPECTION AGENCY., INC. -7
�...m�. National Headquarters
900 Haddon Ave., Collingswood, N.J.08108
APPLICANT COMPLETES THIS SECTION Date: 542-88
Ci Z; Town or2 t Queensbury County r Warren State `'
Location/Address 8 queen .s aT tie Court -
(If Located in Rural Area-Please Attach Directions) Pole # -
Owner erryer Winders Inc. Permit # P) ' 2---
Occupied As r'c r Vv7r ( Building: New Old❑
J
Occupant - - -
. Work Area in Building (Floor #,etc.):
App. for: Wiring 111-11 Service[l or: • Ready for Inspection:
Fee Remitted-$ - - Cash❑ Check n M.O. n Make Payable To: M.D.I.A.
500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000
Number of Rough Wiring Outlets Elect. Heat -,
Switches
Lighting Amp. Service Surface Unit Dishwasher Range
Receptacles Water Heater Air Conditioner Dryer - Pump
Number of Fixtures . Oven Garbage Disposal Wiring and Controls for Burner
- Amp. Receptacles Fractional H.P. Vent Fans
Other Equipment: -
MOTORS H.P. 1/201/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 11/2 2 3 5 71/2 10 15 20 25 30 040 50 75 100
Mark Number. - •
of Each Size 0
Applicant's .
Signature License # Permit #
T/A Guyer Builders Inc. Utility: 'iV •!/ ) •65 f -"' / c 7/
Applicant's Address: 119 Diming Street (NAME) (OFFICE LOCATION)
(City) B141.1P,1:031 t " (State) IN (Zip)' T2020. Service Request # 0
Phone'# 61. Electrician: Guyer Builders Inc.
MDIA USE ONLY DATE RECEIVED: �' " G ? DATE INSPECTED: u� 2- c)
Correct-Location: Same as Above? or: -
Red Notice Label n - .
Rough Wiring Outlets Surface Unit t Oven
/ ,Switches ( Range / Garbage Disposal
. 0 Receptacles / Water Heater / Dishwasher
c) Fixtures Air Conditioner ' if Dryer
,j 12-t=.Amp. Service Equipment Burner,Wiring&Controls for Amp. Receptacle
Amp. Service Conductors Pump ,t.-er'-- Vent Fans
MOTORS H.P. 1/20 1/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 11/2 2 ` 3 5 71/2 10 15 20 25 30 40 -50'' 75 100
Mark Number -
of Each Size
500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000
Elect. Heat -
•
CERTIFICATIONS USE FOR INITIAL VISIT ONLY NOTIFIED DATE CORRECTFEE FEE PAID
❑ RW Progress: Inc.[(J- LKD❑ Contractor _,
f"
El CFT CFT Violation:• Work Comp.❑ Inc. °' ' J�
n L/A - Owner CASH El
E L/A _ Fee • CHK #
. Due MO # •
n IPA Municipal
INV #
Date: - - Other Side El Utility` r ( Applicant` ❑❑
- . _
`- __ Owner
Cut in Card r '
n Temp # Date /1 ,�; � �J/!�/;
FOrrinaI # (, (u 3 57 Date ks' .- ? r , INSPECTORS SIGNATURE
APPLICATION FORM NO.250 EL 11/86 - -
Ife.,1vJNw v %.J VJ4.vJ,,V.vJ.4"ve1 vJ ver v v '‘,er4+vel4Wvei vei X,c/48\3LiAl vcl+ �vc1 N.:
(� MIDDLE DEPARTMENT INSPECTION AGENCY, INC. 'J
900 HaddQn'Avenue,CollingpwoNock J'08108 qi
C ,f.1 1 a g^ ��� Date April 9, 1990 C�
'L ertlf leg that the eJectrical,equipment listed has been examined and`is approved as being in accord i
with the National Electrical/Code,rapplicable governmental utility and,Agency rules. C`
( r f )
Owner: z ` J ' • D ae,11i1 g k,
Guyer Luilders :Tnc;�� / � '�� t � � � ,,, O� c� pancy� � � ;
( p Single I.amilyi `e j \ I f ;` , )
Occupant: d {.-. � � �,. �fi, a��t�,,, ' �"� � �_;_
8 c ueen Anne Co}trt ueensbr'u ' (eWa>~ren Coy)/ NY a„ e rr-1 C
(� Location: 2 I t .? This-certificate cover, the�electncal equipment and installation inspected this 4)
,,,., : date. If additional equipment((should be introduced or alterations made to
..5. , existing system this'cartljicatB shall'be null and void, and application for C
3 O' P" ( _inspection should he submitted promptly to this Agency.
(' Equipment: 70 Outlets•, _ Receptacles; '20. Fig t ,des; [
} �, 21 G '1 t;.J P i 'tHolder of this certificate sha6ld,present same to his property insurance carrier
150 Amp Service:;._;,6\Appliances; Vent a�is (agent or company)asevidpnceofcertificationofelectricalequipmentapproved
Fr,, , \� as specified.f.' ..i e
\'`'fa \� .`
f C
r T
Guyer Bui].deis<In`c `` • ' . .,
( Applicant: 1.19 Dunning S Lreet -- 4-v Jl 1.a 41""� t N
~— _._---- �`No. 15-032490
Ballston Spa, NY 120 20_ ;y v '°` f C`
L. 1_„`y.: » J
.�ck l+n.r �g>,'zz / v �1.Mra�t «M�1., "-fz �„,k `, s
Form No.703 EL 1-83 .
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12804-
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INS ECTION RECEIVED 41Z� 0Q
NAME 4er_ 4�� �
LOCATION 1,4a4e, ,d,t,,,,_ 6.7..m,y_
DATE 1 G PERMIT # f f— z
t
PPROVED
_4 , 10/Y11:14
ES NO
FOOT NG/PIERS I
MONOLITHIC POUR FORMS
I//
•
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
FRAMING
ELECTRICAL ROUGH-IN I
INSULATION: (1 I.
FOUNDATION h i
FLOORS , I •
WALLS j
CEILING is. I •
lx FINAL INSPECTION: r
CHIMNEY HEIGHT .. ��
ROOFING ✓SIDING 1 d ✓
EXTERNAL PORCHES/STEPS I
STAIRS-CLEARANCE & RAILS i 4
PLUMBING FIXTURES/REIiIEF VALVE
INTERIOR TRIM/PRIVACY`;DOOS ✓
FINISHED FLOORS i ✓/
GARAGE FIREPROOFING `' #
DOOR CLOSER(S) \/ ,✓
SMOKE DETECTORS j;. 1/
FINAL ELECTRICAL INSPECTI;ONE •
✓
K FINAL APPROVAL OF CONSTRUCTION
`,t
1
A SIGNED CERTIFICATE OF OCCUPAtNCY MUST BE
OBTAINED FROM THE BUILD NG DEPARTMENT BEFORE
THESE PREMISES ARE OCCU IED!
REMARKS:
"E
} •
1
,7
1
1� . \ .
1
• IL
INSPECTOR
' \ ;\\'
_MIDDLE DEPARTMENT INSPECTION
AGENCY
INC.Electrical-Building-Plumbing-Fire Inspections
Qfi
Date :�F f
,.- tatRillia 11°.
cto11)- 4.1
T� " constitutes
above installation,itconstitutes
Certification that the
ment itself,has ben visually insp but not the ected
as of this date pursuant to the A g ted able codes. if additional e
should be introduced applic-
- madeable to theexistingalterations
or alterations
'j ture, application for inspection
or should
be submitted Aection n
-� promptly to this Agency,
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12801-
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FO INSPECTION RECEIVED /'� f C� N4
NAME t / l. /� bVJtLLOCATION It ftALP At nA
DATE + flO lY!PERMIT # P,/! D—
APPROVED
•
YES NO
FOOTING/PIERS ,
MONOLITHIC POUR FORMS '
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL ;
aROUGH PLUMBING 4//
_'FRAMING
ELECTRICAL ROUGH-IN
INSULATION: '
FOUNDATION
FLOORS i „
WALLS tt
CEILING k,,
FINAL INSPECTION: Y
CHIMNEY HEIGHT ;t
ROOFING •
' SIDING ri,d
EXTERNAL PORCHES/STEPS
STAIRS-CLEARANCE & RAIILS
PLUMBING FIXTURES/RELIEF VALVE
INTERIOR TRIM/PRIVACY DOORS
FINISHED FLOORS .v i
GARAGE FIREPROOFING
DOOR CLOSER(S) 'v
SMOKE DETECTORS I
FINAL ELECTRICAL 4SPECTIOI16
FINAL APPROVAL OF JCONSTRUCTION •
}
/ '
A SIGNED CERTIFICATE OF OCCUPANCY MUST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIED!
REMARKS: r
!' /
. 7/
i���/ ice /
p ji/ I;'
Y'zi
,i;j ,� is
/ INSPECTOR
/41,
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12804.
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FO; INSPECTION(RECEIVED
NAME
LOCATION / �/ '.rile_ `�L 1
DATE c ;-?-/U P(RMIT # f -
/ APPROVED
4 /
i ! YES NO
FOOTING/PIERS I i!
MONOLITHIC POUR FORMS •
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL
ROUGH PLUMBING /
FRAMING S
ELECTRICAL ROUGH-IN
(.NSULATION:
FOUNDATION '
FLOORS �s,
WALLS JI! y�
./
CEILING i 6
FINAL INSPECTION: y
CHIMNEY HEIGHT //
ROOFING 1
SIDING 1
EXTERNAL PORCHES/STEPS
STAIRS-CLEARANCE & RAILS
PLUMBING FIXTURES/RELIEF VALVE
INTERIOR TRIM/PRIVACY DOORS
FINISHED FLOORS
GARAGE FIRf'PROOFING '
DOOR CLOSER(S)
SMOKE DETECTORS
FINAL ELEC,gRICAL INSPECTION
FINAL APPROVAL OF CONSTRUCTION '
it
A SIGNED CERTIFICATE OF OCCUPANCY MUST BE
OBTAINED FROM THE BUILDING';DEPARTMENT BEFORE
THESE/PREMISES ARE OCCUPIED!'
REMARKS:
•
$11/
NOP-
SPECTOR
TOWN OF QUEENSBURY �ULI
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12801-
TELEPHONE (518) 792-5832 i � 15
BUILDING INSPECTOR'S REPORT I
fb`L`'(
REQUEST FOR INSPECTION RECEIVED
NAME i ( A_>O
LOCATION Li Q e
DATE _",�'� PERMIT #
�—► APPROVED
YES NO
FOOTING/PIERS ;.
MONOLITHIC POUR FORMS
FOUNDATION/DAMP,.PROOFING
BACKFILL APPROVAL 17
ROUGH PLUMBING
XFRAMING }'
ELECTRICAL ROUGH-IN
INSULATION:
FOUNDATION
FLOORS
WALLS
CEILING
FINAL INSPECTION: }'
CHIMNEY HEIGHT
ROOFING
SIDING ,y
EXTERNAL PORCHES/STEPS \
STAIRS-CLEARANCE, & RAILS\
PLUMBING FIXTURSS/RELIEF \.VALVE
INTERIOR TRIM/PRIVACY DOORS
FINISHED FLOORS
GARAGE FIREPROOFING
DOOR CLOSER(S)
SMOKE DETECTORS
FINAL ELECTRICAL INSPECTION t
FINAL APPROVAL/OF CONSTRUCTION ‘
A SIGNED CERTIFICATE OF OCCUPANCYtMUST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIED! e"
REMARKS:
INSPECTOR
cc�77 /as q rl�+r i
Jown o Queenihurcy
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801 42:93-
t. '03
•
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME A pe,„2
LOCATION 77'/ 92.
DATE A/a�/0 7.: PERMIT NO. k) `.Z/
SOIL TYPE Loam -
Percolation Required? YES - NO
Percolation rate - Min/Inch/
1-
TYPE of SYSTEM: '
Absorption field, total length
Length of each trench
Depth of trenches ' '
Size of gravel ,SEEPAGE PITS4Nuinber of) %' /
Size- E ft. X ' ft. p �'
Gravel size' Ar #`3
PIPING: Size Type
Bldg. to tank y G ' 50,e -a a Pvc--
Tank to dist. box 6 `T
Dist. box to field/r 41 "
Openings sealed? NO Partial
LOCATION/SEPARATIONS:
7 .
Foundation to tank . ft.
Foundation to absorption t-
Absorption to lot line f
Separation of pits ' t.
LOCATION OF EM ERTY(circle one)
Front - R r -,'Left side - Right side -
COMMENTS
(I Pi/4, a )/
i
. ji
SYSTEM USE APPROVED
Bui d I spector
01/86 and vl
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12801-
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RE IVED
NAME ✓!` // 1�/-i
LOCATION `'l', `, !/'/
DATE c - (I-0 PERMIT #
APPROVED
YES NO
FOOTING/PIERS
MONOLITHIC POUR FORMS
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL /
LROUGH PLUMBING jy �9.��k- 1��A
FRAMING
ELECTRICAL ROUGH-IN ,
INSULATION:
FOUNDATION
FLOORS ,
WALLS
CEILING
FINAL INSPECTION: 1
CHIMNEY HEIGHT \
ROOFING
SIDING
EXTERNAL PORCHES/STEPS
STAIRS-CLEARANCE & RAILS
PLUMBING FIXTURES/RELIEF VANE
INTERIOR TRIM/PRIVACY DOORS \
FINISHED FLOORS
GARAGE FIREPROOFING
DOOR CLOSER(S) ;
SMOKE DETECTORS
FINAL ELECTRICAL INSPECTION
FINAL APPROVAL OF CONSTRUCTION
A SIGNED CERTIFICATE OF OCCUPANCY UST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIED!
REMARKS:
TT;
•
•
///
.tzt(ki
INSPECTOR
awn of Queenitur,
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR' S REPORT
NAME
LOCATION � , CI
Date / / �(� Permit No. '. (o 2
* * * * * * * * * * * * * * * * * * * * * * *
✓ = APPROVED - YES / NO
Footing/Pier Forms
Foundation
Waterproofing
Backfill
Framing
Roofing
Siding
Masonry Veneer
Rough Plumbing
Relief Valves
Ext. Porches ,, -/
Finished Floors
Interior Trim
Stairs & Railings
Cellar Drain Tile
Concrete Floors
Plbg. Fixtures
Gar. Fireproofing
Door Closers
Smoke Detectors
Chimney
INSULATION:
Foundation
Floors
Walls
Ceiling
FINAL ELECTRI INSPECTION
DRIVEWAY APP• JVAL
Final Builds g Survey
Next scheduled inspection (call when ready)
Remarks- pp 7 /� , /5,4 tieye
/V
uilding Inspector
6/86 and-vl
Jouin of Quecniiur1
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR ' S REPORT
NAME e W. 4
LOCATION 6 7, g2
Date 5/5". / Permit No. FlC!'�n1%L
= APPROVED - YES / NO
Footing/Pier Forms
Foundation
Waterproofing
Backfill
Framing
Roofing
Siding
Masonry Veneer
Rough Plumbing
Relief Valves
Ext. Porches
Finished Floors
Interior Trim
Stairs & Railing:
• • Cellar Drain Ti e
Concrete Floor
Plbg. Fixture-
Gar. Fireproo. ing
Door Closers
Smoke DetectGrs
Chimney
INSULATION:
Foundation
Floors
Walls
Ceiling
FINAL ELECTRICAL INSPECTION
DRIVEWAY APPROVAL
Final Building Survey
Next scheduled inspection (call when ready)
Remarks-
Building I rotor
6/86 and-vl
IMPORTANT:
Road all Notes on This Sheet
•
A copy of this drawing Is to be given to the building •
designer(architect/engineer)&erecting contractor. '
This design is valid for Mayors trom tint design date. DESIGN LOAD MBR LEN FORCE MBR LEN FORCE MBR FORCE MBR FORCE
DESIGN INFORMATION TOP LL= 50. 3SF 1- 2 6.84 -4824 7- 8 10.48 4202 2-10 -664 '4- 9 2040 LUMBER SOLUTION
TOP pL 1 SF3 2- 3 6.82 -4287 8- 9 10.23 3454 3-10 779 5- 9 -1227
The information shown on this sheet has been prepared to be 80T LL= 0. 3SF 3- 4 6.82 -3001 TOP 2X6 #2KD SYP
_- used by an experienced woad truss fabricator.This truss has 4- 5 6.82 -3001 9-10 10.23 3454 3- 9 -1227 5- 8 779
BOT DL= ' 10 PSF BOT. 2X4 #10KDSYP
been designed to support loads in plane parallel to thetruss.ina OUR pF LOAD INC 1 15 5- 6 6.82 4207 10 1 10.48 4202 6- 8 -664
- • straight and vertical postion based on information provided by SPACING 24.0 IN O/C 6- 7 6.84 -4824 WEB 2X4 #3KD SYP
the client.The designer disclaims any responsibility for
damages as a result of incorrect information specifications NON—STANDARD LOAD
and/or designs furnished to the designer by the client as it May JT LBS SECTION PLF For the condition where @ jt.10 a 5x5 plate is used instead of
• relate to a specific project and or failure of materials specified NONE NONE I rr
• herein to meet with structural properties published by their 3x4, a in gap is allowed between webs 2-10 & 3-10. AEC CMB= 0.52• AT 9
manufacturers and accepts no responsibility or exercises no JT REACT MIN BIN
control with regard to fabrication.handling,shipment and 1 2899 3.50
installation of trusses.The truss has been designed as an 7 2899 3.50°
individual building component in accordance with latest
revisions of WI and NOS.to be incorporated as part of the
building design by a:building designer.When reviewed for . FEBRUARY 15, 1990
approval by the building designer,the design loadings shown
must be checked to be sure that the data shown are in
agreement with the local building codes,local climatic records THIS DOCUMENT HAS BEEN SUBMITTED AS PROOF THAT THE FACTORY MADE '
for wind or snow loads,project specifications or special applied
loads.The design assumes compression chords(top or bottom) REPAIR OF THE TRUSSES MEETS GENERALLY ACCEPTED STANDARDS. WE
are continuously braced by rigid sheathing.Where bottom
_ _chords in tension are not Tully houlbraced laterally y a properly ACCEPT THIS WITH THE UNDERSTANDING THAT THE RESPONSIBILITY FOR
— - applied-rigid-ceilirg,they should be braced at a maximum
spacing of10II.o.c...Provide cantinous lateral bracing onwebs , ANY PROBLEMS IN THE F. RE ARE SOLELY ON THE ENGINEER AND and/or chords indicated to prevent buckling failure.Braces t .
should be nailed to truss members as indicated.Restrain lateral GUYER BUI ,OERS
bracing at ends and at intervals specified by the building
designer.Provide a minimum of 3.5 inch wood bearing and i /'
adequate anchorage to resist uplift at supports,.Design assumes �'
that adequate dmmage is preventpandisg is to be provided by
others.Design live load deflection limit span/240
FABRICATION.NOTES 4 /j�s \`ltltit[tff/
Prior to fabrication,the fabricator shall review this drawing to �L � " \\` r /r
verify that this drawing is in conformance with the fabricator's /'' • �Y R SELL \��`\` 0 r N E 1 1f7�!
plans and to realize a continuing responsibility for such 6 �� ,• �� •`!f
verification.Anydiscrepencies are to be put in writingto 3 ��P' •• • '''••, Jam!!
designer for corectionbefforecutting orfabriation.Connetor Code Enforcement Officer ,,��
plates shall be manufactured by a single manufacturer specified a a ti ,\' G�,' .p r
on this sheet from 20.18,or 16 gauge ASTM A446 grade A or AH aI +CO ;CO G'••
better hot dipped galvanized steel(G60 or G90)•and shall meet 2 6 0 6 ;G+ w ry�� 7.: ,-
or exceed plate values specified on this sheet or published. 12 n� n� 12 _ •--. P7 : vir :~?=
Plates shall not be installed over knotholes,knots or distorted 6.50 p 0.a a Q 6.50 ^r f�s ` :c-
grain.Members shall be cut for tight fitting(wood to wood cz 1 *�- �1
bearing).Connector plates shall be located on both faces of the• 1 7 • =• 1• = -.; ,.. :�r�
truss with teeth fully embedded straight in (90 degrees)
according to manufacturers specifications and shall be ��� so ,'J',�, � Lam,•'C�
symmetrical around the joint.A5x4 plate is5"wide and 4•long. 6 61 �i�J • 0(i1L' �' .`
.Slots(holes)run parallel to the ...
plate le length
spesec The Ilet ngthof the
plate
le web Jeshots,andrun
cphawns i cur.n A e a v J!!!,/4/'v1 J11111e �\•`'\
parallel to the web member.Locate"in panel'splices at 1/4 0 9� f.1 .t. o
point of the panel length•9 at locations shown on the truss 60 60
drawing.Consider oversaing the plates for handling.Lumber
must bear a grade mark f rem an inspection and grading agency
approved by American Lumber Standards committee.and must 10 9 8
be of the size.grade and species shown on the drawing.The .
lumber moisture content to be 19%or less at the time of rev.2/6/90
-- _. . fabrication.Double cuts on web members shall meet at the 0/A SPAN 42— 0— 0 (FT. INCHES, 16THS) SCALE= 0.112/1.0 DATE 4/ 5/GB
- centroid of the webs.This truss is not to be fabricated with fire retardant or chemically treated wood.For additional information JOB ID GUYt R.AJ
on quality control refer to the TPI Quality Control Manual&TPI QCONT iX 4 LAT BRCS NAIL W/2— Bd COM SHEETS OF 8
Recommended Code of Standard Practice.This truss not to be
used in a chemical or humid environment. which would Job No. 1286
adversely effect the connector plates and/or lumber,.
PRECAUTIONARY NOTES
Trusses are to be handled with particular care during fabrication.
bundling,storage,delivery and installation to avoid damage. ,
Temporary and permanent bracing for holding trusses in a •
straight and vertical position and for resisting lateral forces shall
be designed and installed by others. Careful handling is •
essential.Erection bracing is always required during installation
to avoid toppling and dominoing.The supervision of the erection
or trusses shall be under the control of a licensed contractor
experienced in the installation of trusses.Professional advice
shall be sought if needed.No loads shall be applied to trusses '
until after all fastening and bracing is completed.Concentration
of construction loads greater than the design loads shall not be • • •
applied to trusses at any time. Refer to HET-60 for TPI
recommendations on handling&erection of trusses. ..___
BRACING NOTES . TEE-LOK(BOCA,SBCCu,FHA & MISC)
Bracing shown on this drawing is not erection bracing.wind CONNECTOR PLATE VALU ESt Fy'40k
bracing or similar bracing which is part of the building design PSI OR PLI PER PLATE (GROSS,
and which must be considered by the building desinger.Bracing A�+ LAT.SHE.TEN. LAT.SHE.TEN.
shown is to reduce buckling length of truss members only. G11i7AN ENGINEERING GINEERING T-GIG 20ga. TL-ST 20ga.
Additional bracing of overall structure may be required.For 339 S.W. 18th TERRACE MAX. 230 426 419 224 419 461
specific truss bracing requirements contact building designer. MIN. 159 248 403 172 236 344
Refer to BWT=76 for TPI recommendations on bracing.(Truss E-GIG 18ga. T-L-S 16ga.
Plate Institute.TPI is located at 583 D'Onoforio Drive suite 200. MIAMI, FLORIDA 33129 . MAX. 230 602 558 200 623 894
• Madison Wisconsin 53719)
MIN. 159 272 537 136 428 449
Any exceptions to the above are noted on this drawing. TLK neL.TPI
Copyright®1986 by lqbal Gagan.P.E.
QUEEN VICTORIA' S GRANT
QUEENSBURY, NY
C.O.T. G.
M
REFERENCE DRAWINGS
5A SITE UTILITIES
SEPTIC 4 WATER
VanDUSEN 4 STEVES
SURVEY PLAN
6'-0 DIAMETER
9'- 0 DEPTH
2000911 u
142.94
C O.TG.
(C
TO GRADE)
LEAN OUT
1
PLOT PLAN 4 SEPTIC SYSTEM
GUYER BUILDERS, INC QV-22
DWN ; kW 12-15-07 Scale 1"20' 0