91-815CERTIFICATE OF OCCUPANCY
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date 4%19
This is to certify that work requested to be done as shown by Permit No. 91-815
has been completed.
This structure may be occupied as a Single Family Dwelling
Location Pilot Knob Rd, darner Bay
T Owner Alice MacLean Jams
By Order Town Board
/ TOWN OF QUEENSBURY
Director of Bldg. & Code Enforcement
BUILDING PERMIT
TOWN OF QUEENSBURY
WARREN COUNTY. NEW YORK
PERMISSION is hereby granted to Alice MacLean Jams
No. 91-815
OWNER of property located at Pilot Knob Rd Warner Bay Street, Road or Ave.
in the Town of Queensbury, To Construct or place a Single 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
126 Simmons Avenue
Cohoes, NY 12047
2.
CONTRACTOR or BUILDERS Name
Robert Martin
793-0052
3.
CONTRACTOR or BUILDER'SAddress
4.
ARCHITECT'S Name
5.
ARCHITECT'SAddress
6.
TYPE of Construction — (Please indicate by X)
()Q Wood Frame 1 1 Masonry 1 1 Steel 1 1
7.
PLANS and Specifications
No. 1,554 sq ft Single Family Dwelling as per plot plan specifications
and application
8.
Proposed Use
Single Family Dwelling
$ 195.00 PERMIT FEE PAID —THIS PERMIT EXPIRES November 20, N 19 92
(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 Queensbury this
SIGNED BY
November t9 91
the Town of Queensbury
TOWN OF QUEENSBURY
4 OF
REVIEWED BY:
F`-IV i 1991
FEE PAID:
PERMIT NO.:pEp-
BUILDING PERMIT APPLICATION
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL
APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
All applicants spaces on this application MUST be completed and the signature of the
applicant MUST appear on the reverse side of this application.
********************************************
Owner of Property: N'uf I'�Fk► eA T�� Fs
P.O. Address: \`e1.ip J,mman �, Qnr�n,n CJAbQe, i, Y 1204� _PHONECS-a34oy
Property Location: C Wn - Vnq Cr ,P Tax Map No. 29/_L_/
Has there been any split of this property since October 1, 1988? Yes No L
If yes, Planning Board Review is necessary.
Subdivision Name, if applicable: Lot No.
THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS:
NATURE OF PROPOSED WORK:
Construction of new building
Addition to building
Alteration to building
(no change to exterior dimensions)
Other work (describe)
*
*
GROSS AREA OF PROPOSED STRUCTURE:
i yU
1st Floor !CIO Sq. Ft.
2nd Floor Sq. Ft.
Other Floors Sq. Ft.�,' u
(not cellar r basement ►
TOTAL FLOOR AREA: Sq. Ft.
*
Size of New Structure: i0 ft. x �j2 �b ft.
Foundation:
Pier/Slab/ aw /Partial/Full (Circle One)
No. of stories (Habitable space) ai
Height (grade to ridge) 'd,5 ft.
If residential, no. of families:
No. of rooms (excluding baths):
No. of bedrooms: 3
No. of bathrooms: A
Primary heating system: 'V-LEC_(21C�
Type of fuel:
No. of fireplaces to be installed:
Will a woodstove be installed?: O
Central Air Conditioning: Yes _ No
(OVER)
ESTIMATED MARKET VALUE OF THE
CONSTRUCTION: $ 1,15 (y D U 0
COMPLETE INFORMATION REQUIRED BELOW:
Size of Property: ft. x ft.
Existing Building Size:
5L ft. x 32-o"ft.
Proposed building - distance from
property line:
Front Yard ft. Rear yard ft.
Side Yards ft. and 5.
If on corner, setback from side street-
ft.
OCCUPANCY INFORMATION:
w One
-
One Family Dwelling
Two Family Dwelling
Multiple Dwelling/No. of Units _
Business
Industrial
Other
If addition, what will use be?
Accessory Building:
Detached Garage - One/Two Car
Attached Garage - One/Two Car
Private Storage Building
Other
BUILDING PERMIT APPLICATION CONTINUED:
BUILDING SPECIFICATIONS:
Type of construction: ood fra fire safe, etc.
Will any second-hand or ungraded lumber be used?
If so, for what? A
Foundation Wall Material: ��nGrP. Thickness:
Foundation below grade (to bottom of footing):
Will there be a cellar? Heated or Unheated? Floor Sq. Footage:
Will there be a basement? —fA D Will any portion be used as living space?
Depth of
If so, what portion? Sq. Ft. Type of Use?
Type of Roof: lope lat/Shed/Other Material of Roof
\,Vopp GiVx GSS
Size, wood studs " x �_"; spacing �(," o.c.; length
, ft.
Joists (floor beams): 1st Floor _�" x _ ID "; spacing
I (-Q " o.c.;
span ft.
Joists (floor beams): 2nd Floor 2 " x ( Q "; spacing
I(p " o.c.;
span J-Z�'ft.
Overlays (ceiling beams): _-� - " x _C_.e "; spacing _) U
" o.c.; span
V ft.
Roof rafters: 2 " x P "; spacing
o.c.; span I
Z- ft.
Roof trusses (pre-engineered): spacing o.c.; span
ft.
Exterior Wall Finish: "[7 c ;bj, \/roll of what material?
L
Interior Wall Finish:
If a garage is to be attached, describe materialsito be used for FIRE SEPARATION:
Is there to be an opening between garage and dwelling?
enclosure, self -closing device be provided? /
If so, will a Fire -Rated door,
Will a flue -lined chimney be installed? YLSL Height above roof ft.
Depth of chimney foundation below grade: ft.
Depth of fireplace hearth: ')-, ft. 103� in.
Water supply - Municipal or private well:
SEPTIC SYSTEM: Distance from any private well (including adjoining properties: ft.
(A separate application is necessary for any repair or new installation of septic system.)
NAME
OF
BUILDER
&
ADDRESS:
PHONE�5L-
NAME
OF
PLUMBER
&
ADDRESS:
PHONE
NAME OF MASON & ADDRESS:
NAME OF ELECTRICIAN & ADDRESS:
DECLARATION
PHONE
PHONE
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
3UILDING 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.
SPECIAL CONDITIONS OF THE PERMIT:
Signature �c
Owner, owner ent, architect
contractor
By:
Code Enforcement Officer
TOIL OFQUEENSBURY
Say at tla+dland PA&c , CNnonadltryr N.Y.12801-SM
APPLICATION FOR SOI -FUEL KXNING APPLIANCES AND FIREPLACES
Date
fi g v Permit No, .�
APPLICATION IS HEREBY MAQE to the Bttikiittg
D artmeat for the issuance of a Building and Permit
pursuant to the New York State Fire Pni4ttion and I"inS�40ode. The applicant or owner agrees to comply with ali
applicable laws, ordinances, regulatio all condr sans
thin are part of these requirements and also will allow all '
inspectors to enter premises for the reg4#0,inspectico.
Applicant's Name , *. n
APPLIANCE TYPE
Stove Coal Wood k
Address ba D.. ;rd
Furpoce Hot Air Boiler
Zero Clearance_. �,.- Circutatittg. Unit
y'tJ lb tug � .'j.. .e•*++Y 1 <,i:.t �` -'
Pboitc ik" } t, l . A r , y i
t
If Note -Masonry:
Owner's Name
Manufacturer
Address�`� ti
Model Outlet Size
r
_ 'l
Listed by Number
Phone' '
r , i- , . _ t -..
CHIMNEY TYPE
Masonry: Block _ Stone
Pro )i rly loca(itln construct*
_Brick
Flue: Tile Steel
gfoposed
Size;
Factory Built:
`i`—``" -f-"' Manufacturer Model Size
COPY OF MANUFACTURER SPEC ATIONS IS Height Listed By Number
REQUIRED FOR FACTORY-BULLT'MIAN44S Type: Dquhte Wall Triple Wall
AA%NND CHIMNEYS. MUST BE INSTAD Insulated
RDING TO SPECIFICATIO =_ OPY OF' Estimated Cost $
CONSTRUCTION DETAII, RE FOR �- Fee $
SONRY FIREPLACES AND CHIM S.
LA
TOWN
D nartmenl: Fire Marshal f
Code, Number Titk
A173 3389 (190) Public Safety _
A233 2655 (230) Minor Sales
Fcc Collected from or Reftnded to:
NEw YORK
Amount Collected Amount Refunded
Dated: E
WAIN- A,.,Vi M VIM.
Y.
r14
✓ F
r
L
w
'
'k
a
ENERGY CODE COMPLIANCE APPLICATION
A A - TOWN OF QUEENSBURY, WARREN COUNTY - 9000 HEATING DEGREE DAYS
Compliance Nethods: Jvvv eti C;{:,
PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings (ONLY)
PART 6 - Thermal Rating - Component Trade Offs - 1 & 2 family Dwellings; J 1,991
Multi -Family Dwellings,
(3 Stories or Less)
PART 4 - Design By Component Performance - Commercial Buildings - Hi -Rise Residential
PART 4 & 6 - Compliance Methods Require Submission of Worksheets
�(�fE1RAcL2Riu FAMV-15 -_ iAa� �c,naM �rt�9 U.9w.ne,&, LLLCie2coe_
APPLICANTS NAME PROPERTY LOCATION
PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE:
1. Gross Floor Area - 1 5- 4 Sq
2. Type of Heat - Elec ' Base Bo
3. Is Building Mechanically Cooled? YES
4. Percentage of Area of Windows and Doors
THE R-VALUES GIVEN ON THIS SHEET MUST CORRESPOND TO
THE R-VALUES SHOWN ON PLANS SUBMITMI
Ft.
Other
Over 17% Under 17%
RE UIRED
Baseboard
5. Insulation Values: Actual Shown Elec. Heat Other
A. Roof & Floors exposed to ambient temperatures R �J 33
B. Exterior Walls
C. Glazed Area R
D. Exterior Doors R 14,
7
E. Floors over unheated spaces
AY-
F. Edge of Slab on Grade (Heated Building) R A
G. Basement/Cellar Walls (Above Grade) R�
H. Basement/Cellar Walls (Below Grade) R l ik
1
I. Heating/Cooling - Ducts - Piping in Unheated Space R
6. Service (Domestic) Hot Water Heating Device
A. Conforms to minimum efficiency per code YES NO
TEMPERATURE CONTROL MIIXINUN SETTING 1400 - WILL NOT BE EXCEEDED
APPLICANT'S INA E TELEPHONE NUMBER
INSPECTOR'S REMARKS: bb6-b NOT comfDizH
Sq h►m4mprAB& Pt x=ic&.
:564- ART �v S� r3M IT'r�0 1��
5A16IAv1r=L-Z.
!,NFw PORK STATE" ENERGY CONSERVA F I ON CONS j JtUCl I -OW CODE
r PART.G COMPLIA14CE FUNH - ISuildiill; D( 81811
BUILDING ADDRESS:
3/91 GK Jr
I,y •'rhe3 mal Rating Method
BATE.:
COUNTY:
� 1'IIUNI's:
ENGINEEER: I GRURCG KUROSAKA JR., P.ii. 1
PERMIT APPLICANT: VICE J?-M
1 DBATINGaDEGREE-DAYS: _yet,
Gas -fired IUiATING;BY$TEN! Gas -fired ULl-fired IIcaC-pump
1'IIUNB:
Elee Lrlc
SUMMARY OP TOTAL 111EIMAL
RA11NG!
rnr•.nnnl. ,
AREA
U-VAlAJE
RA'C111G
A. ROOF/CEILING
• o �(O
B. m WALL
/
C. CLAZII OWlndowa
% S 5
3
—14 D7
.,
Pbivo Door*
y tt`
Entrance Doors
----
A a
Skylights
04
1)2 RASd4M/CELLAR WALLS
Perimeter Feet
Ore Ab-grJ Feet
U-Value
i U-Value
(518) 793-7190
TABLE
USED
rI
�
81D:AT10N
SAab Perimeter Feet
Inaultn R-Value - - —
N�'CO�NIROL
4xmisi0 All windows less than U.35 e0n/if operable crack
t
(1S . All req'J areas-w/LlClltrn 11,A barrier
TOTAL Till," I. I: '1' L Till," RPI
4
13EL11<kS�C l I
DUII.UIRk I 'k• CS.!,ULTAIIi
11 AR13Ul Ui URIVE
3.5Afi9 ��a cu OUEENSBURY, ILY. 11601
.yam y OF%NE S1A�F0 N.Y.S. Lic. NO. 35UG9
.Ioit,4 OF QUEENSb
ECEIVED
";b' i 3 1991
00. & CODE DEPT
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST :INSPECTION RECEIVED .� G
NAME
LOCATION
DATE L•21� l PERMIT / -
TYPE OF STRUCTURE _
RECHECK
MONOLITHIC POU
REINFORCEMENT
THE CONTRAC
FOR PROVIDIN
FREEZING FOR
THE PLACEMENT
MATERIALS FOR
FOUNDATION/WAL
REINFORCEMENT
FOUNDATION/DAM
BACKFILL APPRO
ROUGH PLUMBING
PLUMBING VENT/
PLUMBING UNDER
FRAMING:
JACK STUDS/H
BRACING/BRID
JOIST HANG
JACK POS /M
FIRESTOP NG
SATING ROUG
NSULATION:
FOUNDATION
FOUNDATION
FLOORS
WALLS
CEILING
DUCT WORK
SPACES
IN PLACE
IS RESPONSIBLE
PROTECTION FROM
HOURS FOLLOWING
F THE CONCRETE..
HIS PURPOSE ON/�
POUR r
WALLS EXTERIOR R-
ARRIVE 9' 30
DEPART 10.' YC7
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED 1�ZvC1
MANE C J2Ne,
LOCATION
DATEPERNIT #
TYPE OF STRUCTURE
RECHECK
MONOLITHIC POUR FORM
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/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING_
JOIST HANGERS
JACK POSTS/MAIN BEAM
HEATING ROUGH -IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
ARRIVE
DEPART
vff I
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED
;GI,f3
LOCATION 2j d alb
DATE- PERMIT{i q I S
TYPE OF STRUCTURE
RECHEC
MONOLITHIC POUR FORM
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/WALL POUR
REINFORCEMENT IN PLAC
FOUNDATION/DAMPROOFIN
BACKFILL APPROVAL [,i'
ROUGH PLUMBING Ir_
PLUMBING VENT/VENTS 44 PLACE
PLUMBING UNDER SL
FRAMING:
JACK STUDS/H DERS�_
BRACING/BR ING
JOIST HANPERS
JACK PO$ S/MAIN BE
HEATING ROUGH —IN
INSULATION:
FOUNDATION WALLS INTERIOR R—
FOUNDATION WALLS EXTERIOR R—
FLOORS R—
WALLS R—
CEILING R—
DUCT WORK OR PIPING IN UNHEATED
ARRIVE
DEPART
—INSPECTOR
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME icy 1 a% /
LOCATION /i /Q ,C"pe
DATEPERMIT / %/- S?/S
TYPE OF STRUCTURE
RECHECK
MONOLITHIC POUR FORM
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/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
JACK STUDS/HEA
BRACING/BRIDGI
JOIST HANGERS
JACK POSTS/MAI
HEATING ROUGH -IN
INSULATION:
FOUNDATION WALLS EXTERIOR R-
FLOORS i R-
WALLS R-
C EILING R-
DUCT WOO OR PIPING IN UNHEA
SPACES
ARRIVE
DEPART
TOWN OF QUEENSBURV
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
tEQUEST FOR INSPECTION RECEIVED
LANE
.00ATION
)ATE IT # �
TYPE OF STRUCTURE T�
RECHECK APPROVED
G N/A I YES i
40NOLITHIC POUR FORM
REINFORCEMENT IN PLACE
IHE CONTRACTOR IS RESPONSIBLE
FOR PROVIDING PROTECTION FROM
FREEZING FOR 48 HOURS FOLLOWING
THE PLACEMENT OF THE CONCRETE.
MATERIALS FOR THIS PURPOSE ON SITE
FOUNDATION/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADER
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BE
TSUHEATING ROUGH -IN
LATION:
FOUNDATION WALLS E TERIOR R--�,
FLOORS R-
WALLS R-
CEILING
DUCT WORK OR PIP NG IN UNHEATEL
ARRIVE
DEPART
INSPECTOR
TOWN OF QUEENSBURY
FIRE MARSHAL
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4424
FIRE MARSHAL INSPECTION REPORT
REQUEST FOR INSPECTION RECEIVED
NAME
�r.
LOCATION
i
APPROVED
EXITS
N/A
YES
NO
AISLE WIDTHS
EXIT SIGNS
EMERGENCY LIGHTING
FIRE EXTINGUISHERS
AUTO. EXTINGUISHING SYSTEM
HOOD INSTALLATION
AUTO. SPRINKLER SYSTEM
ALARM SYSTEM
i
s
INTERIOR FINISHES`•
STORAGE:
CLEARANCE TO SPRINKLERS
CLEARANCE TO HEATING UNITS
REQUIRED SIGNAGE
CHIMNEY r
WOODSTOVE
FIREPLACE—MAS NRY
FIREPLACE—FAgTORY BUELT
REMARKS: r v OK TO THIS DATE
1�
2/015 INSPECTOR
TOWN OF QUEENSBUO-4' �
BAY ROAD
QUEEu.;i4Y? NEW YORK 12804
TELEPHONE
(518) 745-4447
BUILDING INSPECTOR'S REPORT
FINAL INSPECTION
REQUEST FOR INSPECTION RECEIVED
NAME del
LOCATION (P �,ys� ✓� p p
DATE PERMIT# // 0
TYPE OF STRUCTURE e 2s
RECHECK
FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE)
FOOTING FOUNDATION BACKFILL FRAMING
�( ROUGH PLUMBING XFINAL ELECTRICAL SEPTIC
INSULATION _WOODSTOVE/FIREPLACE
REMARKS . " &6It.d.dll ac,P , �
N/A
CHIMNEY HEIGHT/LOCATION
B VENT/LOCATION
PLUMBING VENT
ROOFING
SIDING
DECK/PORCH/STEPS/RAILIN S
RELIEF VALVES
FURNACE/HOT WATER OPERATING
BASEMENT INSULATION/DUCTWORK
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS-
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED —�
STAIR CLEARANCE/RAILINGS
HANDICAPPED ACCESS
SMOKE DETECTORS
BATHROOM FANS/WHO EHOUSE FA
ALL PLUMBING FIXTURES OPERAT G_
GARAGE FIRE PROOFING y
DOOR CLOSERS
OTHER FIRE SEPARATION
FIRE/DEMISE WALLS
DUMPSTER
SITE PLAN/VARIANCE REQUIREMEN S
FINAL ELECTRICAL
OK TO ISSUE C/O OR C/C
�1 4 hI` of
ARRIVE
DEPART
TOWN OF QUEENSBURY
FIRE MARSHAL
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4424
FIRE MARSHAL INSPECTION REPORT
REQUEST FOR INSPECTION RECEIVED
NAME
�F�
LOCATION
DATE S // E-2- PERMIT# %/ - F/S
APPROVED
EXITS
N/A
YES
NO
AISLE WIDTHS
EXIT SIGNS
EMERGENCY LIGHTING
FIRE EXTINGUISHERS
AUTO. EXTINGUISHING SYSTEM
HOOD INSTALLATION
AUTO. SPRINKLER SYSTEM
ALARM SYSTEM
INTERIOR FINISHES
STORAGE:
CLEARANCE TO SPRINKLERS
CLEARANCE TO HEATING UNITS
REQUIRED SIGNAGE
CHIMNEY
WOODSTOVE
FIREPLACE -MASONRY
FIREPLACE -FACTORY BUILT
REMARKS: I OK TO THIS DATE
2/015
ELECTRICAL INSPECTIONS
DUPLICATE MUNICIPAL RECORD
Permit No.
Owner —
installation as itemization reverse side has been visuallyinspected pursuant toapplicablecodes.
InstallRdtb-y-
Date ✓ �(O % C N
FORM WAS EL
MIDDLE DEPARTMENT INSPECTION AGENCYINC.
900 Haddon Ave., Collingswood, NJ 08108
%t ROUGH WIRING OUTLETS
H.P. AIR CONDITIONER
OUTLETS
WIRING B CONTROLS FOR BURNER
RECEPTACLES
H.P. PUMP
FIXTURES
K.W. OVEN
SERVICE EQUIPMENT
RMP.
H.P. GARBAGE DISPOSAL UNIT
AMP. SERVICE CONDUCTORS
/ K.W. DISHWASHER
K.W. SURFACE UNIT
/ K.W. DRYER
K.W. RANGE
AMP. RECEPTACLE
K.W. WATER HEATER
FRAC. H.P. VENT FANS
bu i e-
e c 4201
MOTORS N.P. 1/20 1/12
1/10 SS SS
'h
ya
'k
'h
1%
2
3
5
7!4 10
15 20
25
30
40.
50
75
100
MARK NUMBER
OF EACH 912E
C.T. MALE ASSOCIATES, P.C.
65 Bay Street
P.O. Box 533
Glens Falls, New York 12801
(518) 793-7802
December 17, 1991
Alice MacLean James
126 Simmons Avenue
Cohoes, NY 12047
Re: Structural Analysis, Proposed Foundation
Seasonal Residence, Pilot Knob Road
Town of Queensbury, Warren County, New York
CTMA Project No. 90.2372
Dear Ms. James:
uao
ec-=I�@
As requested, C.T. Male Associates, P.C. met with Whitney Russell,
Town of Queensbury Building Department; Bob Martin, Builder and
Remodeler; and Greg Garafalo, Northern Homes; at the referenced
site on Friday, December 13, 1991, to review general site
conditions and acquire information to complete a structural
analysis of a proposed alternate foundation system.
The building plans prepared by Northern Homes and dated November
13, 1991 originally suggested a conventional residential
foundation with "concrete footings pinned to natural bedrock as
site conditions dictate." Based upon reported difficulties with
excavation dewatering, an alternate system was suggested by others
as follows:
The footings would be placed on controlled fill material at grade
(top of sea wall) and just inside the sea wall (not directly
bearing on the seawall). The fill material suggested was cobble
and crushed stone. The existing sea wall is, in general, a
concrete and cobble gravity retention structure bearing on
bedrock.
The wall measures approximately 20 inches wide at the top and
approximately 30 inches wide at the bottom, with a depth of
approximately 42 inches.
C.T. Male Associates, P.C. observed that the existing sea wall iss
in fair condition with some cracks along the concrete face
present.
Offices in Latham, NY • Gloversville, NY • Syracuse, NY • Greenfield, MA • Brattleboro, VT • Ipswich, MA • Keene, NH
' C.T. MALE ASSOCIATES, P.C.
C.T. Male Analysis of the Alternative Foundation System:
The soil parameters used in the analysis were based on a con-
trolled fill (stone, some sand, uniform gradation), as follows:
Dry Unit Weight = 132 PCF
Saturated Unit Weight = 145 PCF
Internal Friction Angle = 500
Ref: Soil Mechanics in Engineering Practice by K. Terzaghi and
R.B. Peck, Second Edition, 1967.
The loading consideration was based upon a general review of the
building plans prepared by Northern Homes and dated November 13,
1991.
Combined dead load was established by summation of building
material weights as described on the referenced building plans.
Weights of building materials considered were as suggested in the
Manual of Steel Construction, Eighth Edition, 1980.
Live loads were established from suggested occupancy and use
described on the referenced building plans and as recommended in
the State of New York Official Compilations of Codes, Rules, and
Regulations, 9 Executive (B).
Specific elements include:
Second Floor Live L
Attic, 4'6" or more
Snow Loads = Snow M
Wind Loads = 15 PSF
30 PSF
5 PSF
14 PSF
gad = 30 PSF
= 30 PSF
sp Number 50
(walls)
(eaves)
(roof -downward)
(roof -upward)
The stability analysis of the sea wall was based upon recommended
procedures described in Foundation Engineering by R.B. Peck, W.E.
Hanson and T.H. Thornburn, Second Edition, 1974.
The results of the analysis indicate that under the suggested
loading conditions, factors of safety for the foundation are
insufficient.
(Overturning factor of safety = 1.6, recommended is 2.0 minimum).
(Overturning factor of safety = 1.0, recommended is 1.75 minimum).
Based upon the observed condition of the sea wall and the results
of the analysis, the alternate foundation system is not
recommended.
Considering site conditions and economic limitations, it is
recommended that the original foundation concept be reconsidered.
NacycleG Gaper
C.T. MALE ASSOCIATES, P.C.
To address the dewatering difficulty, it is suggested that
foundation construction after the lake has frozen be considered.
Placement of a loose hay blanket over the excavation area could
minimize frost impacts until excavation is initiated.
Please note that we have not reviewed the original foundation
design for adequacy, should you desire us to do so we will be
happy to provide that service.
In addition, based upon the cursory review of the loading
conditions (only) established from the building plans, we
recommend that the building designer review the plans in detail,
especially for intended transmission of code required imposed
loads, and criteria suggested in Part 800.2 of the State of New
York Official Compilation of Codes, Rules, and Regulations, 9
Executive (B).
If you have any questions or need of further assistance, please
contact our office at (518) 793-7802.
Respectfully submitted,
C.T MALE ASS A ES, P.C.
Joseph M. Lanaro, E.I.T.
Project Engineer
Reviewe d proved b /
H. Th mas �arr tt, e
Regional Fran Manager
JML:ji
cc: Whitney Russell, Code Enforcement Officer
Bob Martin, Builder and Remodeler
Greg Garafalo, Northern Homes
Pe Ied Paper
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