2002-062 TOWN OF QUEENSBURY 1�4i,
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142 Bap Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20020062 Date Issued: Monday,July 22,2002
This is to certify that work requested to be done as shown by Permit Number P20020062
has been completed.
Tax Map Number: 523400-290-000-0001-021.004.0000
Location: RIDGE Rd
Owner: CES HOLDINGS,L.L.C.
Applicant: HAYES&HAYES A NEW YORK PARTNERSHIP
This structure may be occupied as a:
By Order of Town Board
Garage Attached TOWN OF QUEENSBURY
Townhouse
(' Director of Building&Code Enforcement
jl
it
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TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20020062 Application Number: a20020062
Tax Map No: 523400-290-000-0001-021-004-0000
Permission is hereby granted to: HAYES & HAYES ANEW YORK PARTNERSHIP
For property located at RIDGE 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: HAYES & HAYES A NEW YORK P, Townhouse 200,000.00
PO BOX 109 Garage Attached
GLENS FALLS,NY 12801-0000 Total Value 200,000.00
Contractor or Builder's Name Address Electrical Inspection Agency
COMMONWEALTH ELECTRICAL A(
PO BOX 706
HAGUE.NY
Plans &Specifications
2002-062 4 UNIT TOWNHOUSE BLDG. 5 LOT#4
3968 SQ FT 4 UNIT TOWNHOUSE WITH (2) 1-CAR ATTACHED GARAGES AS PER PLOT PLAN
SPECIFICATION
$613.12 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday,February 08,2003
(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 Town of Queensbury; Friday,February 08,2002
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Application for Permit—Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
,�-� Office Use
Location � C
of installation:- : l e j0o c�d ,
File Permit No.
Tax Map No. t15
Fee Paid _
Owner's Name:
T d'S L -
-Address:
2. INSTALLER'S NAME �� � G► �-- PHONE NO.�3,= `7 c1-7
3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s)and multiply# of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No of Bedrooms x Computation = Total Daily Flow
1980 or older x 150 gal/bdrm
19 0—1991 x 130 galfbdrm =
LO1—presee 't�� �a x 110 gal/bdrm = �r,tea
Garbage Grindei Installed yes— / no
Spa or Whirlpool Installed yes_ / no
4. PARCEL INFORMATION: (circle applicable information Ft indicate measurements)
Topo¢ravhv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supoly-
�F7a sand at what depth at what depth mumcipal
Rolling . hram `'— feet feet well
Steep slope clay }e-' f�j t;,n .-
if well;water supply
%slope other 1 from any septic-system
0
depth: to absorption.is�.
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: /l.� minute per inch M&X- '_ j4 " ;
r eccC �c f5wt ,
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub.
Septic Tank: gallon(min.size 1,000 gal) 7— .'T �� 1 Z 5o
Total System Len !9Q c>
Tile Field: each trench �'e9 G� fr Y
Seepage Pit(s) �
number of - ^ size of each: f2 by
Size of Stone to be used: # / depth or thickness feet
Bed System Size:. x
Alternative System: length and/or size
i
6. HOLDING TANK SYSTEM: (if required)
Number o£tanks: / Size of each: gallons /TOTAL Capacity: ' gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE; &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your proteation,please note that pursuant to Section I36-29 of the Code,of the Town
of Queensbury,any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the regulations with respect to this application and agree to abide by these and all
requirements ofthe Town.of Queensbury Sanitary Sewage Disposal Ordinance.
Date
�--
Signature of responsible person
7
on
��
ENERGY CODE
OMPLIANCE APPLICATION
IOWN OF QUE SBUPY, WARREN COUNTY ��Cz
9000 HEATING DEGREE DAYS
so
Comr)liance Methods: P;URT 5 Accept-able Practice Metho zowiv 1&2 Family Dwellings "(onilN, UIL�0 F 2*
• z4zlvsPART 6 Thermal Rating — Component Tf—INR , QQq
j)uR
y
1&2 Fdally Dwellings; YL1tj_pami_v E
Dwellings (3 stories or less)
4*. -* Design by ' Coiiaponent Per'
ZOrM- ance
Commercial Buildings-Ki Rise Residential
*Requires submis * ion of worksheets,
APPLICA01T S NAME: PROPERTY LOCATION:
PART 5 ME TIETOD OF COMPLIANCE BYACCEPTABLE P.13CTICZ
1 . Grross Floor Area scTua--r-e feet
2 . rye or Heat - E 1 e ct=-i C 041
as 0 ch a r
3 . ls building mec'_:,a:uda1',r cooled? Yes IN,0
4 . Pe_—C'e:.11ta(=e or. area 0-7 wl_ncows ancL a0.o_,!,_s Over 17% Under 17%
5 . R—TrALUES FOR INSUlUfTON GTV-_-N BET.OW UST COR S?O.. .MUST RE N7D T !-.UE S AS
OR PA
ON PLANS SU-MMTTTz'D:
a . R o 0"=r
b . X;_e__- or wa 11 s R
C Glazed areas R
d . doors R
e . Floors over unheated soaces - R
=dae or siab or. grade (heated building) R
g. Bas e=ie n4C./ce_7_,aZ- wallis (above grade) R
h . Base.rnent/ce_'!_,a_ ural-IS -(below grade)
meat i n a/cool inc-ducts-pipi ng in unheated space IR
6 . S e r_.'r ic e 1 (domestic) hot w=V_-e_,? heat-Incr device
Conforms to ez-fl!X-Jency per code Yes
4. �7URE COM!"M M-U-IMUM SETTING .1400 WILL No:. B7 EXCEEDED
D a,"S
A
S
4 BLDG. PERMIT NO.("> WQ
APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY
A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property
located at, vT'
for the followings
s: f
_..
� l
DAT /SICf TURE OF AP LIC.ANT
TEMPORARY CERTIFICATE OF OCCUPANCY
The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby PROVED
( )DISAPPROVED
with the following conditions:
TEMPORARY CERTIFICATE OF OCCUPANCY E 0.0 0SW00
receiv
ed on
Date of ssuance Director of Bldg. & Code Enforcement
TnIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES r DAYS
FROM THE DATE OF ISSUANCE.
NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code
Enforcement or his designee.
a o..
Suite` �' Permit ApplicationLq- �6,
Town of Queensbury—Dept of :i int!!iity Development, 742 Bay Road, Queensbury,NY
(518)761-8256
A permit must be obtained before beginning constrc c le No.
No inspection will be made until applicant has received a �Fedi $
valid building permit. All applicants' spaces on this AN 9 3 fee Paid $ �EC
application must be completed and must appear on the Reviewed By cry
application form. TOWN O grill)
C�IJ •� s c>- v / -
E3lJl�®IfZlCa fi�,Pdi7 �r� p 4 �' e,
Applicant: Owner: -e
Address: - Address; 3q
--.-
LrY'o.S _ C 5-pa
Phone# Phone#(5, te) 74 - • `
f
Property Location: Lot N� er /� '`use Number
Subdivision Name: en a Tax Map Nuiiibr . ' Fx
New
Building: residence /commercial Estimated Market Value'of.Construction:$�-�Z ARCddition: residence/ commercial J-f an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial
o No change to exterior size: residence I com'l
❑ Other work(describe )
Check OccupancyInformation 1"Floor 20d Floor Other floor -Total
Below sq.ft. sq.ft. sq.ft. Square Feet
❑ Single family dwelling
❑ Two family dwellm*
❑ Townhouse
ultifamily dwelli g / y
#of units C�%a L vz� l �
❑ Office
❑ Mercantile
❑ Manufacturin
❑ 1 car detached garage
5 ❑ 2 car detached garage
❑ 3 car detached garage
❑ 1 car attached garage y s
- ❑ 2 car attached garage
❑ 3 car attached garage
❑ Storage building-
r commercial
❑ Storage building-
residential
❑ Other
What is the proposed height of the structure c feet inches
Will any second-hand or ungraded lumber be used? If so,for what?
Type of Heating System: electric/ oil gas wood. / arced ho�* baseboard/other:
Number of Fireplaces to be installed I1 f4 Number of Moodstoves to-be installed��
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder
Plumber
Mason
Electrician
Declaration: please sign below after you have carefully read the statement:
To the best of raj 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 Uwe shall
! submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or 11' for o Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual
location of a one ons ction.
Signafur . owner,owner's agent,architect,contractor
a do . - oo
� a
ago - oo - i - aia
� 3
ao o
FINAL - COMMERCIAL INSPECTION REPORT
Request received.
r Office Uie
Town of Queensbury (S18) 761-8256 ARRIVE O /pnz. DEPART r5V a pm
742 Bay Road Ready at time:
Queensbury, NY 12804 Inspector's Initial
,�/ /I 2t9t1211 6 Z Meet:
NAME ,e5 f- //A e s � l ' es PERMIT# _ At time:
,LOCATION + f� 0�
TYPE OF STRUC SF e�ctS INSPECT ON(date): 1l Notes:
_ NIA YES NO
Chimney/"B"Vent/Direct Vent location 30 f_ Rol
Plumbing Vent '�
Roof Complete COMMENTS
Exterior finish grade complete ��� �`GOTiI
f Interior/exterior guardrails 42 in.platform/decks �r
Interior/exterior balusters 4 in.spacing platform/decks
Stair handrail 34 in.-38 in.
Step risers 7%in. t
Main door 44 in.
All others 36 in.
Lever handles
Exits at grade or platform
Canopy to cover req.exit doors
Gas valve shut-off exposed®ulator(18 in. above grade
Floor bathroom watertight
Other floors okay
Hot water relief valve.
Boiler/furnace enclosure
<250,000 BTU NI N ,
250,000 BTU to;1,000,000 BTU's{1 hour}
>1,000,000 BTU's(2 hour)
Gas furnace shut off within 30 ft.or within line of site
Oil furnace shut off at entrance to furnace area
Stockroom enclosure(1 hour),%hour door
Storage/receiving/shipping room(2 hour), 1 %doors
1 %hour doors and closers
%hour corridor doors and closers
Firewalls/fire separation,2 hour,3-hour complete
Fire dampers,2-hour fire walUseparation or greater
Fire door/shutters 1 Y2 hour,3 hour
Ceiling fire stopping'3,000/5,000 sq.ft.
Fan shutdown,smoke vents or fan
Exit door/panic bars assembly hardware
Elevators
Elevator signage
Handicapped bathroom grab'bars/sinks/toilets
.Handicapped bath/parking lot signage
Handicapped service counters 34 in.,checkout 36 in.
Handicapped ramp/handrails continuous/12 in.beyond
Active listening system and signage assembly space
Final Electrical
Site Plan/Variance required
Final Survey,new structures
As-built septic system layout required
Okay to issue TEMPORARY C/O—Certificate of Occupancy yes no
Okay to issue PERMANENT C/O—Certificate of Occupancy yes )Z' no
Okay to issue C/C—Certificate of Compliance yes no
RESIDENTIAL FINAL INSPECTION REPORT[` "•�"�
Office No.(518)761-8256 Date inspection request received:
Building&Code Enforcement f
Dept.of Community Development Arrive am/pm Depart ' l
Town of Queensbury Inspector's Initials
742 Bay Road
Queensbury,New York 129/04
NAME PERMIT#a700A `0'
LOCATION 0 !l s.a n' /11' DATE �--
TYPE OF STRUCTURE
N/A YES NO COMMENTS
Chimney Heightf B"Vent/Direct Vent Location
Fresh Air hitake
Plumb Vent through roof
Roof Complete
Exterior Finish Complete
Interior/Exterior Railings 30"to 36"
Exterior Handrails,balconies,landing 18 in.or more
Interior Handrails stairs both sides 3 or more risers
Grade 2%away from foundation
8"clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above ode
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Relief Valve(s)installed
Headroom,6 ft.6 in.on stairs
Basement stairs,6 ft.4 in.
Handrail exterior stairs both sides more than 3 risers_
Interior privacy/trim/doors/main entrance 36"
Floor Finish
Bathroom/Kitchen watertight
Interior Handrails Balconies/Landing 18 in.or more
Railing across window in stairwells
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18"or less from floor
Fjstal Electrical /f
mite Plan/Variance required
v/Fixxal Survey Plot Plan ��
,<s Built Septic System layout required 07.E
Okay to issue C/C(Certif.of Compliance
Okay to issue temp.C/O(Certif of Occupancy)_
Okay to issue permanent C/O(Certif.of Occupancy}
JUL 03 2002 9: 29RM IMP LASERJ.ET 3200" '', p. 2
NACE ENGINEERING, P.C.
169 Haviland Road, Queensbury,NY 12804
Phone-5.18-745-4400 Fax -518-792-8511
June 21,2002
pb
Mr.David Hahn VIA FAX--745.4437 JUL 0 3 2002
Town of Queensbury TOWN OF QUEENSBURY
754 Bay Road BUILDING LND CODE
Queensbury,NY 12804
Re: SP 30-2001 &Sub. 4-2001—Michael Hayes—Ridge Road Apartments
Gentlemen:
j
This is a follow-up to my previous letters regarding the construction of the septic systems at the
referent project.
At this time the remaining three septic systems have been completed. These systems are
constructed in conformance with the approved site plans and are ready for use. I made my final
inspections of these remaining systems on Thursday June 20a`.
Thomas W.Nace,P.E.
cc: Mickey Hayes—fax 792-9162
1 "
RESIDENTIAL FINAL INSPECTION REPORT `_L
Office No.(518)761-8256 Date inspection request received:
Building&Code Enforcement
Dept.of Community Development Arrive am/pm Depart, pm
Town of Queensbury Inspector's Initials
742 Bay Road
Queensbury,.New York'12804
NAME N �� N SJ PER II.T#
LOCATION `C DATE TYPE OF OF STRUCTURE ( f
N/A YES NO COMMENTS
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
Plumb Vent through roof
Roof Complete
Exterior Finish Complete
Interior/Exterior Railings 30"to 36"
Exterior Handrails,balconies,landing 18 in.or more
Interior Handrails stairs both sides 3 or more risers
Grade 2%away from foundation
8"clearance to sill plate
J Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 34 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Relief Valve(s)installed
Headroom,6 ft.6 in.on stairs
Basement stairs,6 ft.4 in.
Handrail exterior stairs both sides more than 3 risers
Interior privacy/trim/doors/main entrance 36"
Floor Finish
Bathroom/Kitchen watertight
Interior Handrails Balconies/Landing 18 in.or more
Railing across window in stairwells
Smoke Detectors:
every level I (�
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18"or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As Built Septic System layout required
Okay to issue C/C(Certif.of Compliance)
.Okay to issue temp.C/O(Certif.of Occupancy)
Okay to issue permanent C/O(Certif.of Occupancy)
�
lf�
MULTIP WELLING,MOTEL,MOTEL,APARTMENT
FINAL INSPECTION REPORT
Office No.(518)761-8256
Building&Code Enforcement Date inspection request received: � j� .;11
Dept.of Community Development
Town of Queensbury Arrive am/pm Depart m
742 Bay Road Inspector's Initials
Queensbury,NY 12804
NAME PERMIT#
LOCATION DATE
TYPE F STRUC /t
N/A YES NO COMMENTS
JJ Cf
Chimney Heright T' 'VenUDirect Vent Location L
Fresh Intake V v( 1
L Plumb Vent through roof
Roof complete
"�
Exterior finishh ,�,,J complete
Interior/exterior railings 34 in.to 38 in. a2ml
Exterior handrails,balconies,landing 18 in.or more ,.,
Interior handrails stairs both sides 3 or more risers
Guardrails 42 in.
Ballisters 4 in.spacing-
Doorsf}
36 in.
Headroom 7 ft.on stairs j�
Handrail exterior stairs both sides more than 3 risers
Floor finish
Bathroom/kitchen watertight
Interior handrails balconies/landing 18 in.or more_
Railing across window in stairwells
Smoke detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
Fire separation Y4,1,2 hour
Fire walls 1,2,3,hour
Fire doors 3/4,1'/x,2 hour
Handicapped Accessibility.
Handicapped parkin
Handicapped sigaage
Finish grade
Gas valve shut-off exposed/regulator 18 in.above glade
Gas furnace shut-offwithin 30 ft,or within line of site
Oil furnace shut-off at entranceto furnace area
FurnacAot water heater operatin
Reliefvalve(s)installed
Garage fireproofing
Garagepenetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18 in.or less from floor
F' al Electrical
PlanNariance required
I Survey Plot Plan
built septic system layout required
Okay to issuetemp C/O
Okayto issuepermarrent C/O(Certi£of Occupancy)
Okay to issue C/C(Ced .of Compliance)
r
RESIDENTIAL FINAL INSPECTION REPORT
Office No.(518)761-8256 Date inspection request received: C
Building&Code Enforcement
Dept.of Community Development Arrive am/pm Depart ' m
Town of Queensbury Inspector's Initials
742 Bay Road
Queensbury,New Yo"rk�'12804
NAME I+i" PERMIT#
LOCATION Y6-<p 6 .3 DATE
TYPE OF STRUCTURE
-A (� , YES NO COMMENTS
Chimney HeightP'W'Vent/Direct Vent Location
Fresh Air Intake
Plumb Vent through roof
Roof Complete 1 r `'f`'�,�L— IJ 1 p 1�&
Exterior Finish Complete C. � t
Interior/Exterior Railings 30"to 36"
erior Handrails,balconies,Ianding 18 in.or more ` e-&U `' ��'�� Y`410
*,4nte
rior Handrails stairs both sides 3 or more risers
Grade 2°lo away from foundation R
8"clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater opera i
Relief Valve(s)installed
Headroom,6 ft.6 in.on stairs
4asement stairs,,6 ft.4 M.
droll exterior stairs both sides more than 3 risers.
Interior privacy/trimldaors/main entrance 36"
Floor Finish
Bathroom/Kitchen watertight
Interior.Handrails BalconiedLanding 18 in.or more
Railing across window in stairwells
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room 16/
Safety glazinO 8"or less from floor
at Electrical /{�
E
APlan/Variance required ''"Survey Plot Planuilt Septic System layout required
Okay to issue C/C(Certif,of Compliance)
Okay to issue temp.C/O(Certif.of Occupancy
Okay to issue permanent C/O(Certif.of Occupancy)
r
Office Use
GENERAL INSPECTION REPORT Inspector:
Toivh-of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building chi Code Enforcement At time:
742 Bay.Road ,-'
Queensbury, NY 12804 ARRIVE am%pm: DEPART ' am/pm Notes:
(518) 761-8256 Inspector's Initials V
NAME: '�qt! PERMIT# 0 Z—dee
LOCATION: Rt-p,-
0(r INSPECT ON(date):
TYPE OF STRUCTURE:
RECH CK .
N/A YE O COMMENTS ,
Footing /Piers
Monolit 'c ur 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/Wallpour -
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls Interior R
Foundation Walls Exterior R-
Floors R
Walls R
Ceiling R-
Duct work or piping mi
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
BracingBridging
Joist Hangers t
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestoppmg
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
Office Use
GENERAL, INSPECTION REPdRT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code,Enforeement At time:
742 Bay Road , A
Queensbury, NY 12804 ARRIVE am/pm: DEPART Z am/pm Notes '
(518) 761-8256 Inspector's InitialsV
NAME: PERMIT#
LOCATION: INSPECT ON(date): � Z� '
TYPE OF STRUCTURE:
RECHECK "
N/A YES NO OMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place i
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/Dampproofmg '
Backfill Approval
Plumbing Under Slab Ile
P Ong Venn in Place
ougl Y'Ie mb G--
eating Roug n
a a ion
F un atian Walls Interior R
Foundation Walls Exterior R-
Floors R
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
iCJI
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbuiy Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE--am/pm: DEPART ;,amIpm Notes--
(518) 761-8256 Inspector's Initials
NAME: PERMIT# ()0— Ott Z—
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
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
FoundationiWallpour
Reinforcement in Place
Foundation/Dampproofmg_,_
Backfill Approval
PWbing Under Slab
ent/Vents in Place
. ..... .... ...I in V/
e tiDg Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
�FamiP pper Vent,Attic Vent
0
J�-aciing,
g,,,-
J c1c
lcS ds/Headers
Bracing/Bridging,
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Iration Sealed
Wall2 3,
4 hour__
t
-Vilree PP_jj __ V
L:\SueHemingway\Btiilding.Codes.Inspcetion.FORMS\GFNERAT,INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm; DEPART am/pm Notes-
(518) 761-8256 Inspector's Initials.
NAME: PERMIT# - (9 2 OtQ2--
LOCATION: o INSPECT ON(date):TYPE OF STRUCTURE:
RECHECK
N/A YE NO COMMENTS
Footings/Piers
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/Wallpour
Reinforcement in Place
Foundation/Dampproofmg_
Backfill Approval
Plu ing Under Slab
ing Vent/Vents in Place
eathig,Roughn Insu Lion J um�—�2/ � /�"✓
ails Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Franu'ng_
Jack Studs/Headers
Bracing/Bridgig—
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Scaled
Fire Wall 2,3,4 hour
Firesto in
ppmg—
L:\Sueffemingway\Btiilding.Codes.Inspection.FORMS\GENERAI,INSPECTION REPORTAce
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE—amlpm: DEPART Z-1'0am1pm Notes:
i*100
(518) 761-8256 Inspector's Initials
NAME: ---- rt -� PERMIT#
LOCATION: G' INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is resp ible fo
providing protection fftr m freez'
for 48 hours following e place ent
of the concrete.
Materials for this purpose n site
Foundation/Wallpour Ible
i fo
m f reez
he place -n ce se n site
Reinforcement in Place
Foundation/Damp roofing
Backfill Approval
Plt�xnbing Under Slab
iumbMg Vents in Plac
ea I g ough-In***-'f'
Insulation
Foundation Walls Interior Foundation Walls Exterior
Floors R-
Walls R-1
Ceiling R-,Duct work or piping in
unheated spaces R-
2o er Vent,Attic Vent
_V11
Jack Stifd'VHeaders
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2, 3,hour
Pe titration Sealed
3,4 hour
z,
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
7—
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury
Ready at time.*4/-6j)t
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road o,
Queensbury, AT 12804 ARRIVE amlpm: DEPAR7 �f �amlpm e�
(518) 761-8256 Inspector's Initials
NAME: PERMIT# �✓��
LOCATION: 'L( INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
— /)
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/Wallpour
Reinforcement in Place
Foundation/D amppro ofmg
Backfill Approval
Plumb' g Under Slab
PI in Place
ougb PI• Bing J" /� ��tl��t�-G-C_. 1//�G" !G-',�
eating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated.spaces R-
P Opew li ent,Attic Vent
Jack StudslHeaders
Bracing/Bridging C*k
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separ on 1,2, 3,hour
Penetra' n Sealed.
Fire 112,3,4 hour
L:\.SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at tirnek�'/) er�'
Dept. of Community Development Request received. Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE amIpT: DEPART �mlpm Notes.
4
(518) 761-8256 Inspector's Initials
NAME: U. PERMIT# 0(9
LOCATION: P�l )�Ll INSPECT ON{date):, /--S—00-,,
TYPE OF STRUCTURE: I.Cnr �P
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Forni
Reinforcement in Place
The contractor is r sponsi le for
p milef,
providing protection from zin
for 48 hours following the la cc ern it
of the concrete. 1.
Materials for this purpose on site
Foundation/Wallpour
Reinforcement in Place
Foundat' am roof
� ill Approval Plumbing Under Slab
hunbin Vent/Vents in Place-1
Rough IRT
eating Rough-In
Insulation
Foundation Walls R-
Int=r P ti
Foundation Walls Ex
Floors R-
JeR-
r
Interior
Exterior
R
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
P per Vent,Attic Vent
`40'30SM'd—sffleaders
Bracing/Bridging—
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
j'ire.Wmll '45hour i
e L l r
t0pin p
,. _
L:\SueHemingway\Bui)ding.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town o,f`Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm Notes:
(518) 761-8256 Inspector's Initials
NAME: G7 PERMIT#
LOCATION: { L i Q C> INSPECT ON(date): CS TYPE OF OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Pie
Monolithic Po r Form
Reinforcement i Plac
The contractor j respo ible for
providing protects n fro freezing
for 48 hours follow g th placement
of the concrete.
Materials for this purpo o site
Foundation/W allpour
Reinforcement in Place
Foundation/Dampproo ng
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbin
g g t V ( N��
ating Ro -
Insulation
Foundation Walls Interior R
Foundation Walls Exterior R
Floors R-
Walls R- 1
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Tack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hotu
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAI.INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road ,
Queensbury, NY 12804 ARRIVE am/pm: DEPART��` am/pna i Note00M P
(518) 761-8256 Inspector's Initials -
�,�
NAME: PERMIT#
LOCATION: r —�C-��o ,..J �'1 I,�Cc lv'-� ��, INSPECT ON(date): �
TYPE OF STRUCTURE:
RECHECK
NIA YES NO COMMENTS
Footings/Piers
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/Wallpour _
Reinforcement in Place
Foundation/Dampproofing
Bac ill Approval
Pl bing Under Slab -72
P um 'n en en s in Place
oug bin
ating Rough-In 4
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers _
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
P etratian Sealed
e W+il`Ii 2 3,-hour
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT.INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury • Ready at time:
Dept. of Community Development Request received: 4&162=� Meet:
Building& Code Enforcement At time:
742 Bay Road
e
Queensbury, NY 12804 ARRIVE amIpm: DEPART 8112m1lp' m Nois:oo
(518) 761-8256 Inspector's Initials
NAME: PERMIT# o?00,7-0/0—71
LOCATION: 0/ INSPECT ON(date): sh eaele--i7— P,-,ne,
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
r The contractor is responsible
'o. free
providing protection from free i ng,
g the plac me for 48 hours following
of the concrete.
Materials for this purpose on site
—
Foundation/Wallpour
Reinforcement in Place
Foundation/Danipproofing_
Backfill Approval
Plumbing Under Slab
Plum bi V n ent,in Place
SngM Plumbing
A/6) ,
a ng Rough-17n�
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridgmig—
Joist Hangers
Jack Posts/Main Bearn
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
lf��W 11�3 4 hour
//6 7—
L:\SueHemingway�Building.Codes.Inspection.FORMS\GE,NERAL INSPECTION REPORT.doc
Office Use
- GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at tim4
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPARTf2pamlpm Notes.,
(518) 761-8256 Inspector's lnitiaN�
NAME: PERMIT#
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible jor
providing protection from free ing
for 48 hours following the plat met t
of the concrete.
3e it
Materials for this purpose on site
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofmg
Backfill Approval
Plumbl2ggU�dSlab.
PI 1-TB7j6*TnT*Te!its in Place
lumbmig—
eating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
FA a;11�, 14 hoou r
ilt gping
—V
L:\SueHemingway\Building.Codes.Inspection.FORrvfS\GENERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
To-win of Queensbuty I Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement
At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPART, amlpm Notes:
(518) 761-8256 Inspector's Initials��
NAME: PERMIT# y - ��`�.
LOCATION: INSPECT ON(date
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protecti N.from freezing
for 48 hours fallo I the placement
of the concrete.
Materials for this purp, se n site
Foundation/Wa 1pour
Reinforcement in Place
Foundation/Darupproo
1 Place proo 9
IF ac
Backfill Approval
I
Plumbing Under Slab j
Plumbing Vent(Vents in ace
Rough Plumbing H h-inj
a u T tl a t gi(o g1GLC V
Foundatioii' 'ails Interio R-
all
Inten�
3 se
R
Foundation Walls Exteri R-
Floors
Walls
Ceiling
Duct work or piping in
unheated spaces -
Proper Vent,Attic Vent V
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Scaled
Fire Wall 2,3,4 hour
Firestoppmg_
L:\SueHemingway\Building.Codes.inspection.FORMS\GENERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Ready at tin,"11)00:3
Town of Queensbury
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensburj; AT 12804 ARRIVE-am/pm: DEPAR� 4-561pm Notes:
(518) 761-8256 Inspector's Initials
NAME: PERMIT#.
LOCATION:
INSPECT ON(date): _5f
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers �c 7 '
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
allpour
Reinforcement in Place
Foundation/Dampproofing_
Backfill Approval
Plumbing Under Stab
Plumbing Vent/Vents in Place
Rough Plumbing-_
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
BracingfBridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
P Pcne ation Sealed
c
Firer
1 e all 2,3,4 hour
- stopping
. 7 AqZ F stopping- �K —,
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
ti
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code-Enforcement
At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE—amlpm: DEPART �amlpm Notes:
(518) 761-8256 Inspector's Initials
NAME: PERMIT#
LOCATION: INSPECT ON(date): J 6
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
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/Wallpour
Reinforcement in Place
Foundation/Dampproofmg
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
RoughPlumbing
seating Rough-In A V I'D(/j
osulation 7— uj�vz_ /
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R- 7—
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing .....
Jack Studs/Headers
Bracing/Bridgig—
Joist Hangers
Jack Posts/Main Beam.
Air Infiltration Barrier
FireSeparation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firesto
PP1119—
L:\Suel4erningway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAOC
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbuty, ArY 12804 ARRIVE am/pm: DEPART L- 16 amlpm Notes:
(518) 761-8256, Inspector's Initials til
NAME: PERMIT# Q(o-2
LOCATION: INSPECT ON(date):TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
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/Wallpour
Reinforcement in Place
Foundation/Dampproofing_
Backfill Approval
Plumbing Under Slab
Pga!61'ing Vent/Vents in Place VC_-4JT5
--Rough Plumbing--
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 R-
Proper Vent,Attic Vent
Framing
JackStuds/Headers
Bracing/Bridgmig—
Joist Hangers—Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping_
L-.\SueHemingway\Building.Codes.Inspection.FORMS\GF,NERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road Notes:
Queensbury, NY 12804 ARRIVE—am/pm: DEPARTam/pm
,
(518) 761-8256 Inspector's Initials
NAME: PERMIT# Q-0 0
LOCATION: 4 INSPECT ON(date):
Q�a a— 4
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
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/Wallpour
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab
/OuP, bing Vent/Vents in.P�ce
oughPlumbing_��
9!, L
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging_
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L:\SueHemingway\Building.Codes.Inspection.FORNIS\GENERAL INSPECTION REPORT.doc
-rObM OF QUEENSBURY
BUIL-DING- A CODE ENVORCEMEN-IF
,]�74!j, '_ Bay PMORIC]
Qut--4--nsbur-v MY M2864
SEPTIC DISPOSAE SYS-UEM INSPECTION
Name
-
Da -teA
SOIL TYPE; C-1
Re--Sul -ts of Per-col a-tic)n Yes-t-
( 1 -f applicable ) Ra-to- Minu-te/ Inch
-TYPE OF SYSTEM=
ABSORPTION FXEILD : -Tot t3ngth
Length co-F each -t r-e n
Dap-th o-F trenches
Size of stone
SEEPAGE PI-US : Nu er-
\ 7 -
z -pl X -F-t
St-one size
PIPING: Type
BI dg . to Tank
Tank to Dist— B
Dist - Box to F - el
Openings Seal y e-s No . a Y-t- a I
ILOC,A-UIOKZSEPA -i-loms :
Founda*tion 't Tank
Fv rzdat-i on t .Absor-p -tion -Fee-t
Separation -V - Pj7tS feet
Conforms a per Plot-, Plan
L-OCA-TION 1r Y v S-Y-E-M ON P SOP ER'T-Y-
F r-on -t ear- Le-f-t Side Right Side
Middle r-ont, - Middl- ta Rear-
co
XE�A=l A
SYSTEM . OSE APPROV YES
A r-v--f%r
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i
Office Use
GENERAL INSPECTION REPORT Inspector:
Ready at time:
Toren of Queensbury
M
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPART.� vm Notes:
(518) 761-8256 Inspector's Initials
NAME: �� - � � PERMIT#
LOCATION:, - INSPECT ON(date):
TYPE OF STRUCTURE: it
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Foam
Reinforcement in Place
The contractor is respTsit
providing protection fr
for 48 hours followingt
of the concrete.
Materials for this purpos
Foundation/Watlpour
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab �, C
Phunbing Vent(Vents in_ la _ _
�Plumbin
0,0 Ak L
N
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L;LSueHemingway\Building.Codes.Inspection.FORMStGENERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE /0' ainlpm: DEPART amlpm Notes:
t
(518) 761-8256 Inspector's Initials
NAME: L PERMIT#
LOCATION: INSPECT ON(date):
.TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The c n rac r* responsible for ?IYV— 012T
g P1 0
providing r tecti from freezing
from
for 48 hours llowin the placement
�K�e of the concrete
os 0
Materials for this ose o site It
FoundationAVaUpou
Reinforcement in Plac,
Foundation/Dampproo, i
Backfill Approval
Plumbing Under SlabA
,n n Plac P)kf hibing Vent(Ve *n Plac
�Rough Plumbi C, .4
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.' R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridgmg—
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier'
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping_
L:\SueHemingway\Building.Codes.Inspection.rORMS\GENERAI,INSPECTION REPORTAOC
Office Use
eENA EFL INSPECTION REPORT Inspector:
Town of Queensbury
Ready at time:
Use
Dept. of Community Development Request received: Meet: AAA.
Building& Code Enforcement At time:
742 Bay Road
T 6�
Queensbury, NY 12804 ARRIVE_am/pm: DEPART
L/pm Notes:
(518) 761-8256 Inspector's Initials
Z, Z
NAME: PERMIT#
Lot -,,
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK—
Footings/Piers N/A YES NO COMMENTS
Monolithic Pour Form
Reinforcement in Place.e
The contractor is responsible for
ns
providing protection from fre zing
for 48 hours following the pla ernent
of the concrete.
)o site
Materials for this purpose on site
Foundation/Wallpour_
Reinforcement in Place
Foundation/Dampproofin
� 9
Backfill Approval—
XP mbing Under Slab
lumbing Vent/Vents in Place
:1 ./
Rough Plumbing
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestoppmg_
L:\SueHemingway\Btiilding.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road Notes.
ARRIVE am/pm: DEPAACV��aml In
Queensburj,, AT 12804 p
(518) 761-8256 Inspector's Initials
NAME: PERMIT#
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK
A N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Fo
Reinforcement in Plac
ac
The contractor is res Vonsi le for
ns
providing protection oni eezing
for 48 hours followin the lacement
of the concrete.
7 jte
Materials for this purpose n ite
Foundation/WaRpour
Reinforcement in Place
Foundation/Dampproofj g�
Backfill Appro - I
Plumbing Under Slab--,-
PI , I V1 n Place
0 mg
He IMFgoTg"T-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging-
Joist Hangers
Jack Po
sts ahn, 31affi'�-rrie
it 1 13 Barrier_
C, ME n Sealed
Fire Wall 2,3,4 hour
Firestoppmg_
L:\SueHemingway\Building.Codes.Iiispection.rORMS\GENERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPOT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received.- Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPART a'ml pm Notes:
(518) 761-8256 Inspector's Initials
NAME: 5 PERMIT# - OZ— C)Ce "2�
LOCATION: �or INSPECT ON(date): VAtZee 2--
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsibl for
providing protection from fr ezin
for 48 hours following the p ce ent
following
of the concrete.
Materials for this purpose on Ys'
FoundationiWallpour�
Reinforcement in Place
Foundation/Dampproo kg—t
Backfill Approval
Plumbing Under Slab
Plumbing Vent(Vents in Place
Rough Plumbing
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jr pos!s/Main Beam /X
A
l I.1 n I tration Barrier ire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour d
Firestopping
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, AT 12804 ARRIVE am1pnz: DEPART. 2:1-5 am1pin Notes:
(518) 761-8256 Inspector's Initiah-3
NAME: PERMIT#
LOCATION: INSPECT ON(date):
t
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour—Form
Reinforcement in Place
The contractor is responsibl for
providing protection from fre zing
for 48 hours following the platin I�
ent
of the concrete.
Materials for this purpose on site�
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
ack Posts/Main Beam
Infiltration Barrier o
Vj ire Separation 1,2,3'hour AL—
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping_
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION*PORT.doc
I
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC.
Main Office 176 Igoe Run Road - Manheim, PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
No 700's
P anel Board No.}►f11#1!f!!f!!ffl,ii,#ftf l!!#Ce�
i " Cut-in Card No,),,, 1l Alii 4f#i14f 1111fi1■.
*� fe n�rii4+i#iiHi 11 IRFRfi 4i�i�ilIffl4f 111+ iii�if�iif/ifll#l1i41!}f#!f1!!f#!ff#lfilf#liflftli44fif#++4#Ii414#i,i{i{1i4#fifiif{ff{fi4i141 i}Ii4144f 1141i1if
Locationf1!{f 4►►f 11�f1f4 if�ifiiNifi► ►1 1f1fM#f }I fff4 �f4•f#144ff44►IHNi1fg1■R#f441►f/ffifff V#11#911060
Installatio■• C`"` sistin `"f 11iR1 1/f� Aif#nl,# i+ 4t4 #�4 @41#1 i+#41+f44 Rf1 ►# #IF1 i +i! ...4. i4#1! f4 41t
eu
y/��(�`f 44 i[`���/],�lwalAs lr`j(,��jC i{ 4gAS}}it# 4!! F i 4fr}Ifl ######
#1#f414411tif4� 111t1#i ##it! 1t4t4 Iill1l4i 14 ! 1#f! t4#144 444 14 It41 It A+� 1'RIi1R
fi •11# 11#Q f 11 !lit Hi#0111johueh i Ohl o4co I 1o.13990 l+1,NItMf1 tR1141 #11{11 t 11111411t+#1+ililliifNfififfiffff�f�4ftf4lf41f!i41!!Ni!#11►#,
Installed By,,,, Not !4#tiilil4iiftiifffff aff„f►#ffa#If4++iiiiii#i!
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 it'q
rules are violated, the Company shall have the right to revoke this certificate}
Date#$I ti /11IIa iitl# N# iy4114ii+,iil,#U, IYCT Itili a1�1a1i11 a,!#### !!!i! If1!!f ,1iH1iii1i4ffi14i!!!!ff!!iN!!N►■
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time.,
Dept. of Community Development Request received. Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE EPA - :n In Notes:
(518) 761-8256 Inspector's Initials
NAME: PERMIT#
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Fo
Reinforcement in PI ce
The contractor is r sponsi e for
Monolithic
Rei
nforcement r
e
a
Pour
nt
u contractor
0
in
F
r
P
Fox
I r
eor
f
t �i -
providing protectio, from reezing
M 11 1 1 ml for 48 hours follow 9 the lacement
of the concrete.
r
is p site
Materials for this purp s n site
pure
Foundation/Wallpou
u Reinforcemen in Footings/Piers
Foundation/Dampproofi g
Backfill Approval
Plumbing Under Slab
i Plumbing Vent/Vents n lace
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls Inte for R-
Foundation Walls Exttior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
eated spaces R-
Pro r Vent,Attic Vent
aming
Jack�tudsffl V
Brac, ridging
Joista
Jack Posts/Main Beam
6N-- x
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour —+4L
Firestopping_
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, AT 12804 ARRIVE EP�q n I Notes:
C' lit(518) 761-8256 Inspector's Init
NAME: PERMIT#
V Of
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:
RECHECK See X�
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is res onsible for
providing protection ni freezing
for 48 hours followin e placement
of the concrete.
Materials for this purpose o site
Foundation/Wallpour ".?5\
Reinforcement in Place Q's
s ons ...e Ic
m
,jn1re i PI
n e placement
pose site
,e f
1
Foundation/Dampproofin
Backfill Approval)
plumbing Und stYb
lumbing VeMents
in Pla e
ough Plumbing
Heating Rough-In,
Insulation
Foundation Walls Interior R-
R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestoppmg_
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORTAGc
Offi
ce Use
QE1'-,TER-A1E, 1T-,TSP1EQ'r1QT*-.T RJEPQR.T Inspector:
-710wn 0 Ready at time:
f Queensbury
-Dept. of Community Development -Request receivea: Meet:
Building cfi-- Code Enf
orcement At time:
742 .Bay Roezcl
Queensbury, NY 12804 a D l In Notes:
(51B) 761-8256 Inspe
ctor's -Tniti I
NTAMB: PERMIT#�r'�-/
2, - INSPECT ON(date):
'ry-PR 017 S-rp-ucFUR-E:
RECHECK
"/N YES wo COMMENTS
Footings/Piers
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
FoundationfWallpour - I
R-einforceinent in Place
FoundationADampprooffing
BackEill Approval
Plumbing Under Slab
robing Vent/Vents Vent/Vents In Place
gh Plumbing_
ITcating Rough-In V
Insulation
Foundation Walls Inteqqw-P--
Foundation Walls E Hor P--
Floors P--
Walls R_-
Ceiling P--
E)uct work or piping in
unheated spaces a-
Proper Vent, Attic Vent z,
gaming
Jack Studs/-leaders
Bracing/Bridging
Joist hangers 74p_
Jack Posts/Mai Bearn
if Infiltration Barrier
Fire Separation 1, 2, 3, hour
Penetration Scaled
all 2, 3, 4 hour
vVires opping %-
Y-ASueT4emingway\1B uilding.Codes.rnspection.FOR-NIS\(3Sr-JF-P-AT-INSPECTIO"N
i
Office Use
GENERAL INSPECTION REPORT Prb) Inspector:
Town of Queensbury
Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road s.
Queensbury, AY 12804 ARRIVE am/pm: DEPARTT_�7pm of s-
(518) 761-8256 Inspector's Initials ` - 'A �
NAME: \ 2=:s P"A—V��C7>Ao
PERMIT#
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE:_ w ) �f'll.�•?P
RECHECK
NIA YES NO COMMENTS
Footings/Piers
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/Wallpour
Reinforcement in Place
Foundatio ampproofing
A, reval
= g— n'deer ffll
Plumbing Vent/Vents in Place
R gh Plumbing
eating Rough-In
u1ME-.
on
VpTo-undation Walls Interior R- _
oundation Walls Exterior R- T
Floors R
Walls R
Ceiling R-
Duct work or piping in
unheated spaces R-.
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L:LSueHemingway\Building.Codes.Inspecdon.FORMS\GENERAL INSPECTION RLPORT.doc
kAOffice Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury ' Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road Notes:
Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm
(518) 761-8256 Inspector's Initials
NAME: PERMIT# 0< 0 6
LOCATION: INSPECT ON(date): 3-
TYPE OF STRUCTURE:
RECHECK
YES N COMMENTS
\N otings/Piers mnirl onolithic 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 Oo �ACVV
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofing
Backfill,Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing_
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridgmig-
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestoppmg_
L:\SueFlemingway\Building.Codes.Inspection.FORMS\GENERAI,INSPECTION REPORT.doc
Office Use
GENERAL INSPECTION REPORT Inspector:
Town of Queensbury Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement At time:
742 Bay Road
a M�l/P n�r Notes:
Queensbury, AT 12804 ARRITTE I* ; �Pa-
r- 7 !PA
(518) 761-8256 Inspector's Initial
NAME: PERMIT#
LOCATION: INSPECT ON(date)- 7?-S
TYPE OF STRUCTURE:
RECHECK
N/A YES INQ COMMENTS
otings/Piers
Monolithic Pour F rin
Reinforcement in lac(
u
n
F rm
lace
U00t
i
The contractor is responsible Vor
1 �from
(
providing protect n from freking
110 . tj I
for 48 hours follo g the PlLement
of the concrete.s purpos on site
Materials for this purpos n site
Foundation/WaIRpour
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents fii4�lace
Rough Plumbing--
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 R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging-
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping_
L:\SueHemingway\Building.Codes.Inspection.FORrvfS\GENERAI,INSPECTION REPORT.doe
Office Use
GENERAL INSPECTION REPORT //, Inspector:
�a
Town of Queensbury
Ready at time:
Dept. of Community Development Request received: Meet:
Building& Code Enforcement
At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPAR I am/pm Notes:
(518) 761-82.56 Inspector's Initials
NAME: — PERMIT#
LOCATION: INSPECT ON(date):
TYPE OF STRUCTURE•
,\RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is respo�the
e for
providing protection fre zing
for 48 hours following 1 cement
of the concrete.
Materials for this purpose on ie
Foundation/Wallpour ,
Reinforcement in Plac
Foun n/Damppr rp
LDfc"kf Approval (/
Plumbing Under S i
Plumbing Vent/Vents in Place l
Rough Plumbing
Heating Rough-In
Insulation 1
Foundation Walls Interior R-
Foundation Walls Exterior R
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headeis
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc
MEVORANDUM DRAWING DETAIL #4
JOB # 010102
2xID@l6°ac„ HAYES 4PLEX - FND-DETAIL
3-Mo M14:0',
N
2x6 KNE£WAIf.C�S1R�CICQI
�-16°O.C,.W�1�16°�IEAIHING
M pl,,9ll PlA1E W/
Sill SEAL.
00
1 '
6 i
8"POURED CONC.WALE
v 4"RE I NFORCED"ONC..SLAB W/6x6 5/5MIF
T,0.S:V-44" 16" 1"MIN.BELOW.SURFACE 90 16"@ 24'"O.0
------ REBAR(RE INFORC ING AS REQU IRED BY STATE CODE) .
t ' r
PROV IDE WATERPROOF I NG BARR I ER ON OU`S I DE
SANDY SOIL BACK F ILL ADDRESS NG:
FOUNDAT ION WALL AS REQU I RED
A , 2"RIGID EPS FOUND. INSULATION
zo
20 KEY WAY OF N
CONC.FILLE- wA,
4"FTG,DRAIN.W/FILTERFABRIC IN.4KCRUSHED ��P�,pKEITy O,�
16„ STONE @ 12 MIN.RAD i US FRON CENTERL I NE 0;
PIPEAS,REQUIRED u
" : 2- 4 CONT.REBARS 16 x8"COVT CONCRETE FTG.W
T,O,S-.*'TOP OF SLAB 0 1-4,/ #. . m H'o
T.O.W. TOP OF WALL 8'-0" �n
T.O.F. TOP OF FTG. -4 ,0
��.. . .
4 SECTION ut
V COMPACTED GRRVEL W�
6M IL POLY.VAB?OR BAR IER"
FND-� SCALE:-OE �gl�}2
E FOR
95 NES
__.. . :... .... :
0
7 z
yv?�
Q
z 204 STATE
.-,NEW YORK
. ..1
go � ,�' ,.,, W N 077a 35 W' N WMANI
�! r`
1Jt W N 10 26 57 67
�
6' 6��
N �3'14 00 0 Zaw Mn , u
..a,. �, fll� _,T„',�` �•,•;;tip .Y�\ tr � .1� \
Y� \
l ! LOT Z ,`�• .f� � � '� �� � !o
940 69 sq,ft
t. 00
Incr � acres , �Mr
�
WETLAND 1 p,
MIN. SLOPE
1/4' PER FOOT
SEPTIC TANK
BY FORT MILLER OR
EQUAL
APPROXIMATE
FINISH GRADE
INLET & OUTLET
BAFFLES
�Q
�o
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
RECOMMEND ALL ACCESS
& CLEANOUT OPENINGS
BE RAISED TO 6" BELOW
FINISH GRADE.
PROVIDE 3' SAND OR -- - �j � 00
PEA GRAVEL UNDER TANK SEPTIC TANK
N.T.S.
SEPTIC TANKS
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
INLET BAFFLE 6--j 12' MIN. COVER OVER
ALL STRUCTURES
CONCRETE OR STONE
I #1 DISTRIBUTION BOX
MARKER ABOVE ALL
BURRIED COVERS
BY FORT MILLER OR
RECOMMENDED.
EQUAL
Li
ELECTRICAL
O
JUNCTION
Box
•.
_ . o
"' N ALL OUTLET INVERTS
�QOGON-SET AT
�iLY
PEA EXACTO
TFIE SAME
GRAVEL ELEVATION.
4
LEVELERS
(USE OF SPEW DISTRIBUTION BOX
ENCOURAGED
N.T.S.
1-1/Z' DIAL PIPE
INSTALLATION OF DISPOSAL FIELDS
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING.
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.
8
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS. AND
��
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
,.
3/8 DIA. WEEP HOLE
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
ALARM ON
CHECK VALVE
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
PUMP ON
, :
3. AFTER EXCAVATION 2' WADE TRENCH TO THE DEPTHS REQUIRED.
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED
.+
1�1 ri
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
°i4.SMEARED
PUMPS OFF
SECTIONS OF TRENCH.
' -�
-J+�
4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE
CIO
SUBMERSIBLE
BARRIER MATERIAL SHALL BE AS SHOWN, AND CARE SHALL BE
EFFLUENT PUMP
EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE.
5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
1.250 GALLON PRECAST
CONCRETE SEPTIC TANK
S NRTRY HOAT
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS
WITH.
OR OTHER UNSUITABLE CONDITIONS. THE PIPS SHALL BE LAID
WEIGHT
WITH THE HOLES DOWN IN ALL CASES.
6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
FROM THE DISPOSAL FIELD.
EFFLUENT PUMP STATION
NOT TO SCALE
1. GPM
AT 20 TFOEET TOTAL DYNAMICPHEAD. PUMP TO MINIMUM
/3FHPGOULDS
MODEL 3N5WEO3L OR EQUAL.
2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY PUMP
MANUFACTURER. AUDIBLE AND VISIBLE ALARMS
TO BE ACTIVATED BY SEPERATE FLOAT.
3. PUMP CYCLE VOLUME - 250 GALLONS WS OF
ABSORPTION FIELD PIPE VOLUME
#
BEDROOMS
(SEE NOTE 1)
WASTE
FLOW
G.P.D.
SEPTIC TANK
(MIN. CAPACITY
GAL.)
(SEE NOTE 3 & 4)
SEPTIC TANK
MINIMUM LIQUID
SURFACE AREA(S.F.)
DISPOSAL FIELD
TRENCH LENGTH
PERCOLATION RATE (MINUTES)
1-5 6-7 8-10 11-15 16-20 21-30
W
0
.�o
-IHri Z
N"
m
2
260
1000
27
108
130
145 1
162
186
217
1 1,300
3
390
1000
27
162
195
217
244
279
325
1,950
4
520
1250
34
216
260
290
325
372
433
Z600
5
650
1500
40
270.
325
360
1 406
464
542
3,250
6
780
1750
47
325
390
433
1 488
557
650
3.900
DRAINAGE SWALE
ON UPHILL SIDE
OF SLOPED SITES
SEWAGE DISPOSAL SYSTEM SIZING
NOTES:
1. EXPANSION ATTICS, ETC.. ARE COUNTED AS BEDROOMS.
2. ASSUMES. USE OF CODE CONFORMING PLUMBING DEVICES
WITH 2.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND
SHOVER HEADS.
3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE
CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND
SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM.
GARBAGE GRINDERS ARE TO BE CONSIDERED EQUIVALENT TO ONE
ADDITIONAL BEDROOM.
4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER
THAN 500 FEET.
5. REQUIRED BASAL AREA IS DEFINED AS THE AREA BENEATH THE ABSORPTION
TRENCHES, EXTENDING 2.5 FT. IN ALL DIRECTIONS FROM THE OUTER EDGE
OF ALL TRENCHES. IF NECESSARY, INCREASE THE SEPERATION DISTANCE
BETWEEN INDIVIDUAL TRENCHES TO ACHIEVE THE REQUIRED BASAL AREA.
20' MIN.
4" TOPSOIL dt SEED
-ON 3
CAREFULLY SELECTED FILL MATERIAL
WELL -GRADED LOAMY SAND, OR WELL
GRADED LOAMY SAND GRAVELS,
CONTAINING A MIN. OF 12X SILTS
OR CLAYS. NO ORGANIC DEBRIS, AND
NO SOLID OBJECTS LARGER THAN
3 INCHES IN DIAMETER
IN PLACE PERCOLATION RATE
OF BETWEEN 5 AND 30 MINUTES.
6'
MIN.
►E TO
ABSORBTION TRENCH
(SEE STANDARD ABSORPTION TRENCH)
20' MIN.
VARIABLE
ORIGINAL L MIN. 2'. (IF PRESSURE DISTRIBUTION OR DOSING
SIPHON IS USED MAY BE REDUCED TO MAINTAIN
MIN. 2 SEPARATION TO HIGH GROUNDWATER,
ROCK OR IMPERVIOUS SOIL)
►� � ;�: •i' •l i ■ 1. Lt •
S�pf
1. BEFORE ANY CLEANG CO GRUBBNO OF THE 511E LR NITIAIED. AND DURING
EARTNMI W PHASES. SEDNMT TRAPS SHALL BE CONSTRUCTED N ALL STORM
=Mn AND 01ICHES AND AS PIWA10 ON THE PLAN.
2. SEDIMENT TRAPS SHALL CONSIST OF MAY BALES PLACED TO FORM A
PERVIOUS BARER N THE STIALE OR DITCL
s AT LEASE TWD WDDDEN Oft METAL STES SHALL BE DR M THROUGH EACH ME
TO ANCHOR ITNRACE. OONVD YWAL SNOW FENCNG MAY BE USED N LIEU
OF STATES TO STABLIE BALE TYPE SIT TRAPS.
4, AFTER EVERY STORM EACH SEAT TRAP SHALL BE INSPECTED FOR FALLM OR
C.DQW% AND ANY FAILURE OR CLOOOW SHALL BE MMIEDIATEL.Y ODA EMM
S. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS C
POSSOLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SNALL BE
SEEDED AND MULCHED BY 001O90 tsL TEMPORARY RAPID GROWTH WAR
CROPM ASUCH
AS ANNUAL RMIRAS MAY BE USED FOR TEMPORARY SURFACE
a sMALL FENCES AND ITiAPORARY N1E7tcw= aTT W% NtxrpPORATNG Smmw
TRAPS. SHALL SE CONSIRUCTEiD WNDLE LAND STAPES ARE STOF ODVOt
GRAS= OR INRE FILL AREAS ARE 07DHSIVE.
7. NEW SWUM AND UNLINED LTIICIIE.'S SHALL NCORPORAN MATING OR NETINO
OM a1�S MULCH SSE m MEAN REED-C.AIIARY NAPE EXCEEDS W FOR AALL VXNM ND
FM OF HFR = OF THE SWXE OR DITCH CEIfiERLNE, AT A RATE OF 25
PotNHDSp�r Ag1E AFTER JUK ALL SEEDED ARFAB SHALL BE MINCED WITH
sTRAW MMIEDIAIFLY.
B. THE CONTRACTOR SHALL CWLY W TH THE NEW PORK GLNDILNiES FOR URBAN
EROSION AND SEDl WIT CONTROL. AS PUBUSFED BY THE EMPSE STATE CHAPTER OF
THE SOIL AND WATER CONSERYAIM SOCIETY.
10'-0" O.C. MAX.
D
3r FDHDE POST. 10' oo MAX
MVDH 16" MN NTID 040UND
SILT SW FAEIMC
EMBED 6' MN N BROIND
UNDW UNMED OROUND
SEDIMENT CONTROL FENCE
NOT TO SCALE
jr STIES
OVDMAP EM;�A'
N
� _ _ /iC �l FNL4IED QRADE
2'-0' 4'-0" 2'-0"
15X MAXIMUM
CROSS SLOPE
OVERFILL TO ALLOW ON SLOPED SITES
FOR SIE TEWENT
SEClIOq
HAY BALE DAM - CHANNEL FLOW
NOT TO SCALE
EARTH NON -WOVEN GEOTEXTILE
FILL SOIL SEPARATION FABRIC
l io
1` 4' PERFORATED
Y MIN.z a LATERAL
6' INN. N 00
12"MAX 3/ STONE
61-0" _ z
N �
MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
STANDARD ABSORPTION TRENCH SECTION
HORIZONTAL SEPARATION
DISTANCE AS SHOWN ON
"SEWAGE DISPOSAL LAYOUT'
N4IESL
1. REMOVE LEAVES, ROOTS, PLANTS AND
ORGANIC DEBRIS. PLOW SURFACE PRIOR
TO SPREADING FILL MATERIAL
2. DO NOT USE HEAVY EQUIPMENT WITHIN
THE ABSORPTION FIELD AREA.
3. PLACE FILL AND ALLOW TO STABILIZE
IN ACCORDANCE WITH NEW YORK STATE
DEPARTMENT OF HEALTH STANDARDS.
4. INCREASE THE SEPERATION DISTANCE
BETWEEN INDIVIDUAL TRENCHES AS READ.
TO ACHIEVE THE REQUIRED BASAL AREA.
(SEE SEPTIC SYSTEM SIZING DETAIL)
N.T.S.
BARRIER MATERIAL
6" MIN.
12' MAX. :
2' MIN. I �0 Gao SLOPE
rL-
5-crrd-A �0m `- 4" PERFORATED PVC LATERAL,
BOTTOM OF TRENCH SLOPE 1/16'-1/32- PER FT.
TO BE LEVEL NOTES.
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
STANDARD ABSORPTION TRENCH PROFILE
N.T.S.
PRESSURE STORA
6" MIN.
GARAGE
SEPTIC TANK AT LEAST
50' FROM WELL AND 10'
FROM HOUSE
TIGHT JOINT 4" PIPE ON SLOPE OF 1 /r /FT.
10'
DISTRIBUTION PIPE
15'~
MIN.
WELL
47
HOUSE
TOE OF . _
F1LC _. _ ..... -
TILE FIELD
DISTRIBUTION BOX GRADE 1/8" /Fl
(SEE NOTE 4)
10' MIN.
GE DISPOS
PROPERTY
LINE
YOU T
NOTES:
1. TILE FIELD TO BE 100' OR MORE FROM ANY
LAKE, SWAMP, DITCH OR WATERCOURSE AND 10'
OR MORE FROM ANY WATER LINE UNDER PRESSURE.
2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX
USE DUCTILE OR CAST IRON PIPE. OR SCHEDULE 40
PVC WITH CEMENTED JOINTS.
3. DISCHARGE FOOTING. ROOF AND CELLAR DRAINAGE
AWAY FROM SEWERAGE SYSTEM.
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL
WITH CONTOUR LINES.
0
WELL SEAL
CONCRETE SLAB
CEMENT GROUT OR--" �.. � ~�` PITLESS CASE
BENTONITE SLURRY
' . MOTOR CABLE
STEEL WELL CASING
�---• DROP PIPE
PITLESS ADAPTER
�-- WELL CASING TO A MINIMUM
DEPTH OF 50 FEET
SUBMERSIBLE PUMP
MINIMUM CAPACITY
5 GPM • A STORAGE
TANK PRESSURE OF 60 PSIG
TYPICAL WELL DETAIL
N.T.S.
J
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