2003-949 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804.5902 (518)761.8201
Community Development•Building&Codes (518) 761.8256
UtIX11FICATE fvNru OCCUPAN%.j .L
Permit Number, P20030949 Date Issued; Monday, June 19,2006
This is to certify that work requested to be done as shown by Permit Number P20030949
has been completed.
Tax Map Number, 523400-278.000.0002.029-000-0000
Location. 572 STATE ROUTE 149
Owner. EUSTACIA SANDER
Applicant; EUSTACIA SANDER
This structure may be occupied as a,
Fireplace By Order of Town Board
Residential Addition TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the 011.
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a resultof approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbuiy,NY 12804-5902 (518)761-8201
Community Development Building&Codes (518),761-8256
BUILDING PERMIT
Permit Number: P20030949 Application Number: A20030949
Tax Map No: 523400-278-000-0002-029-000-0000
Permission is hereby granted to: FITSTACTA SANDER
For property located at: 572 STATE ROUTE 149
in the Town of Queensbury,to construct or plade
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: EUSTACIA SANDER Fireplace
572 STATE ROUTE 149 LAKE GEORGE NY 12845-0000 Residential Addition $30,000.00
,
Total Value $30,000.00
Contractor or Builder's Name Address Electrical Inspection Agency
BRYAN LAFORD
638-8372
NY 12804-0000
Plans&Specifications
2003-949
1872 SQ FT RESIDENTIAL ADDITION AS PER'PLOT PLAN SPECIFICATIONS
$224.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: ' Saturdt November 26, 2005
i
(If a longer period is required,an application for an'extension 11111s t be inade;to the code Enforcemen i November
of the Town of Queensbury before the expiration date.)
Dated at the TrKI Queenlednekday,,,!�IQvember 26, 2003
SIGNED BY for the Town of Queensbury.
Director of BuilAinV&4'7�o Enforcement
TOWN OF QUEENSBURY,
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development,-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20030949 Appficatiofi.Nurriber: A20030949
Tax Map No: 523400-278-000-0002-029-000-0000
Permission is hereby granted to: FITSTACTA-SANT)FR
For property located at: 572 STATE ROUTE 149
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: EUSTACIA SANDER Fireplace
572 STATE ROUTE 149 Residential Addition $30,000.00
LAKE GEORGE, NY 12845-0000, Total Value
$30,000.00
Contractor or Builder's Name J Address Electrical Inspection Agency
BR'Y'AN LAFORD
638-8372
NY 12804-0000
Plans&Specifications
2003-949
1872 SQ FT RESIDENTIAL ADDITION AS PER PLOT PLAN SPECIFICATIONS
$224.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: , Friday,November 26,2004
(Ifa 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 T P o VM 0 u;eteW e y,November 26, 2003
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
-
Building Permit Application
Town of Queensbury-Dept of Community Development,742 Bay Road,Qiieerisbury,NY
(518)761-8256
A permit must be obtained before beginning construction. LedBy-
Applicant: File No. C )
No inspection will be made until applicant has received a id J: ` 1
valid building permit.All applicants' spaces on this eo Paid $
application must be completed and must appear on the application form-Yae�: ara,� ' f
�� Owner: �� A�.,
Address: -sc.4- Address: _S'72 S' P0v f-e .(1E-;
Lie Caeoru�,/UY -,26Ys
Phone*(sty ) `lq2 Phone#(-o, )�-
Property Location: Lot Number: / House Number -ca.* 11f( .
Subdivision Name: sJ A Tax�jMap Nupmb/e�r:
K�Ai�.'�7C[aX Ctt9u�.12 ��pr-�tc�-�
o New Building: residence /commercial 'Estimated Market Value of Construction:$ !.moo<�)
0 Addition: resin once commercial If an Addition,what will a of new addition be?
o Alteration: zeaidenca/ commercial 4Z�YY-���E�
Q No change to oxtctior size: residence!com'i
t3 Other work(describeCheck - ) Xis�i bpi rc�a rr u i L l now lase c am(emu}�
taovr, mud ('oc_I .1 M- cxi!� %_ bestroom/a-)
Below Occupancylnformation 1' Floor 2" Blear Other floor " Total.
Below sq ft. sq.ft
sq.ft. square Feet
--Mr Single&xriily dwellin
Q. Two famil dwellin
m _ Townhouse
o Multifamily dwelling
t #of units
a Office
Q Mercantile
o ManufactutinizR
a 1 oar detached garage -
n 2 oar detached garage O N OF OLIFE
Q 3 ear detached garage B a l p :_ _a +F
0 1 car attached garage
0 2 car attached garage
0 3 car attached garage
ct Storage building-
commercial
co Storage building-
.residential
ct Other
What is the proposed height of the structara 2- feet inches
Will any second-hand or ungraded lumber be used? If so,for what? �
Type of Heating System: electric oil j gas/wood /forced hot air/ aseboard other:
Number Of Efteviaces to be installed ! Number of.Woo&toyes to be installed
List below the person(s)responsible for supervision of work as regards to building codes;
Name Address Phone Number
Builder- . t -, 1—Fnr eZ 6 f ��{,
Plumber :, c `33
Nuson t t e
Electrician a= s�iczeo toZ Siaruma+ns/crm ' QUco _'Z`Lt3 3r� _
DSWURUOU: please sign below after you have carefhlly read the statement:
To the best of my knowledge the statements contained in this application,together with the places-and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes,an.fis Built Survey by a licensed surveyor;drawn to scale,showing actual
location Of ew construction.
Signature-' y owner,Owner's agent,architect,contractor
Fire Marshal's Office Town of'Queensbury,742 Bay Road,Queensbury,NY
(518)761-8205
Application for Fuel Burning, Appliances & Chimneys
applicable to solid fuel; & vented gas .appliances
Date,
20 Permit No.
Application is hereby made to the Building,& Codes OfficeJor-the,issuance ofa Buildi,ngand Use
•Permit pursuant to the New York State Fire Preventioit,and Building Code. The applicant or owner
agrees to comply with all applicable laws, ordinances, regulafio'ns, and all conditions-that are part of _C),
these requirements and also will allow all kgpectors,-to5eiitei--PF&itiiEeTiop�rf(;riii required-inspections.
NOTE to applicant:"Rough-in and Final Inspections are required.,
1
Applicant Information Fuel Burning Appliance Informatiion
(circle appropriate words)
'Name: Stove: wood coal pelleb,' gas
/ _X VyA.o Fireplace insert
Fireplace, factory-built: Qoqj
Address: gas
Fireplace,masonry: wbod gas
Furnace: wood gas oil
Phone: -19,2 (�D 5>1 If non-masonary applicance, please provide
Manufacturer Name:
Owner,
J
Address: 5c:01-Q 'Model Number:
Chimney Information
Phone: (circle appropriate words)
Masonry block brick stone
I size: inches
Fluff the steel
ExactAddress:
of construction or installation Factory-Built
Manufacturer name:
Model Number:
Note: Listed By: Number:
Construction lInstallation must
conform to NYS Fire Prevention &Building Indicate(circle) chimney material:
Code. Consult available Town of Queensbury
Handouts regarding required inspections. Double ivall l Triple ilva�l Insulated Direct venting
Chimney Liner
sw xl�cpx-jk-
Fire Manybal Code fi Collected $Refunded Receivedfi-om (refunded t4l�_ /zL
S
address:__
A 173 3389 (1911) Public Saj&ty
A 233 2655 (230)Minor Sal' tt
L
a/DA TE:
White(Applicant) Green(Fire Marshal) Yellow(Bldg.Dept.) Pink&Goldenrod(Cashier's Dept.)
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC.
Main Office 176 Doe Run Road- Manheim, PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
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The conditions following governed the issuance of this certificate, and any certificate previously issued is
cancelled; i
This certif sate 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 maki inspections at any time, and if its
rules are violated, the Company shall have the right t rev a the ce ificat
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Foundation Inspection Report
Office No. (5 18)761-8256 Date Inspection request received:
Quel=sbury Building&Code Enforcement Arrive: am/pm Depart: !-/Gam/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: (C' X"qZ PERMIT#: 0 LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallp our
orcement in Place
a nano da"ti6oilbanipproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 ipil of for wet areas under slab
r fill A-p-broval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation'Interior/Exterior
�R-
Rough Grade 6 inch drop within 10 ft.
/1,ASueHeMiDgwa t lding.CodesInspect*lun.F,ORMS\ro io PPort.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/mD art: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's lnitials:,zw�
NAME: r-0 4C1,_Q1A- cl�, zwJ-01-V PERMIT#: J-0
LOCATION: INSPECT ON: �
TYPE OF STRUCTURE.-
Y N N/A COMMENTS
A Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in,
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
I Y2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2,3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LAS ue Hernin gway\Bu i Id i ng.Codes.Inspec ti on.FORM STrarning Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
— 7
Queensbury Building &Code Enforcement Arrive. --am/ Depart:
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �
N
NAME: PERMIT#: U3---
LOCATION: S2 INSPECT ON; 4� -
TYPE OF STRUCTURE:
COMMLts
Y N N/A
'k-Ifo-otings
Piers
Monolithic Slab
Reinforcement in�Place 171/
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Darapproofing/Waterproofing
Footing Drain Daylight or Sump____
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORNIS\Foundation Inspection Report.doc January 28,2003
r#V, Quee.nsbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: an,=/ art: Zam/prn
Date Inspection request received: Inspector's Initials:K
as
NAME: -5AA1 PERMIT#: z
1�
pl� oc —/ V,
LOCATION: &T- DATE: C
TYPE OF STRUCTURE:
Comments
N /A
Clihnney Fit./"B"Vent/Direct Vent Location A
Fresh Air Intake
3'inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in. or more 0c,stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railin s 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers 1AJ
Enclosed Stairs Sheetrock Underside minimum '/"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area V/ /,0V
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in. V,
Bathroom/Kitchen watertight 712
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: — / Every Bedroom:
Outside every bedroom area:
Inter Connected: — / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window A'
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"aicess, 1 sq. ft.-150 sq. ft.vents
Building No./Addres_$Wfsib.1g frqp)6oadj
Final Electrical 5 IZ-9/141 oe
Site Plan /Variance r4uirect I
Final Survey Plot Plan'
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/0[Temporary/Permanent] �--V I
L:\PamW\Building&Codes\Insvection Forms\Res.Final Insn. form 2.docLast minted 2/12/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive �k-am/p 'part: am/pm
Date Inspection request received: Inspec r s Initials:
NAME: !!t 1 , d PERMIT#: 05
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors -��C��/2.6
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(hei t)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below 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 operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp, 110
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Surve Plot Plan
As Built Septic System/Sewer De t.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/0[Temporary/Permanent
L:\Building&Codes FormslBuilding&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC9 +
Fain Office 176 Doe Ran Road - Manheim, PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
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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 he promptly made for inspection,
Inspectors of this Company shall have the privilege of maka inspections at any time, and if its
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Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm,V De rt:l Dam/pm
742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials:
NAME: PERMIT iv: C;too-3—
LOCATION: �-tZ� Q INSPECT ON: —IL
TYPE OF STRUCTURE:
Comments
Y N/A
•
Pier
Igs
— K)
uolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Darapproofing
Foundation/Waterproofing
Type of Dampproofmg/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LAS uel-lentingway\Building,Codes.InspectionTORMSToundation Inspection Report,doc January 28,2003
Town of Queensbury Fire Marshal
742 Say Road
Queensbury,NY 12804
761-8205/761-8206
fax 745-4437
Factory Built Gas Fireplace/Stove Inspection Report
Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and
specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's
2 1�C in r e o or specifications is allowed, /� ,
permit# 0 J —�i 1 Schedule �to l TiYne �� am pad anytime Inspector
Name � " �j Address \ I g hough YajFinal
Appliance Manufacturer Model#k
Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated
Yes No N/A Comments
Floor Protection 5�
Clearances to Combustibles (all sides)
Firestop(s) Vertical Chase
Wall Penetration
Vent Clearances to Combustibles
Vent/Chimney Termination
Chimney height must be 3 feet above roof
penetration;2 feet above any combustible
construction within 10 feet
Gas Shut-off Valve
Combustion Air
Hearth Extension(if any)
Mantel
Height above f/p opening
Witness Operation
Tank Placement(if LIP)
'White—]wilding TDept. Yellow CSutt er Pd=ek—Fire IVta:ahal
Town of Queensbury
Fire Marshal's Office
742 Bay Road
Queensbury, NY 12804
Phone (518) 761-8205 Fax(518) 745-4437
Fire Marshal's Inspection Report
Request SCHEDULE
Received: --Permit#(n S) INSPECTION ON:
Name.• 9-K-Nj AM 6�p�) ANYTIME
Location.
�2�
APPROVE D
N/A YES NO COMMENTS
EXITS --
AISLE WIDTH$
EXIT SIGNS-N6R-MAL
;- BATTERY
--EMERGENCY LIGHTING
FIRE EXTINGUISHERS
FIRE ALARM SYSTEM
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION SYSTEM
HOOD INSTALLATION
INTERIOR FINISHES
STORAGE
-COMPRESSED GAS
CLEARANCE TO SPRINKLERS
CLEARANCE TO HEATING
UNITS
CLEARANCE TO ELECTRICAL
REQUIRED SIGNAGE RAC
EMERGENCY PLAN
MAXIMUM OCCUPANCY SIGN
CHIMNEY
M6@ONRY ROUGH IN
FINAL
FACTORY BUILT �OUCH IN
---FINAL
STOVE ROUGH IN
FINAL
VENTED GAS
APPLIANCE ROUGH IN
FIREPLACE FINAL
NyAsONRY ROUGH IN OK THIS DATE OK FOR CO NOT 0 0
FINAL
FIREPLACE
FACTORY BUILT ROUG
MPE TED BY
FINAL
COMBEVICHRISJIWORDILETTERS20OI/FIREMARSHALINSPECTIONREPORT11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
Framing / Firestopping Inspection Report 's
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pDepart: am/pm
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials:
NAME: PERMIT#: 03�
LOCATION: �, INSPECT ON: 75 lee 0 At
TYPE OF STRUCTURE:
Y N N/A COMMENTSFraming
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"Q.C.
Headroom 6 ft. 8 in.
Stairwells 3 6 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1,2,3 hour
F wall.2, 3,4 hour
F�iresttppirig_=_;;.
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.4 sf grade 440
L:1SueHemingway\Building.Codes.Inspection.FQRMS\Framing Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Re ort --
Office No. (518)761-8256 Date Inspection request received: 3 l f G
Queensbury Building&Code Enforcement Arrive: am/ m epart:Z , pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT #: "3-
LOCATION: � - / INSPECT ON: 6
TYPE OF STRUCTURE: e• ---
Y N N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 '/ inch min.Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water Supply Piping
Cooper Commercial
C.o CPVC,Pex One and Two-Fan*
Insula - esidential Check/Commercial Check
Proper Vent,Attic VentR
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
r
COMMENTS.--- � ��' �c•4�u
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November I7,2003
Rough Plumbing Insulation Inspection Report
Office No. (518)761-8256 Date Inspection request received: S !1 16 V
Queensbury Building&Code Enforcement Arrive: am/p D ,part: 11M.
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT #: (f)�.
LOCATION: yxPj4,Pk- /42 INSPECT ON: -1
TYPE OF STRUCTURE: Y N N/A
PVC: R-1,R-2,R-3,R4 Drain I Vents
Cast Iron,Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
";Nail Plates
-1-72li1C min. rain Size
Washing Machine-Drain 2 inch min. Fe- C4T� ( Y1
Bead"car Air Suppl
y Test aiiid:Ve ts
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water Supply Piping
Cooper Commercial
Cooper,CPVC,Pex One and Two-Faxnil
Insulation/Residential Check/Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation ReporLdoe November 17,2003
Framing /Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ , e art: am/pm
742 Bay Road, Queensbury,NY 112804 Inspector's Initials:
NAME: PERMIT#: VJl
LOCATION: INSPECT ON: Zb/I
A TYPE OF STRUCTURE:
Y N N/A
COMMENT
Framing
Jack Studs Headers
Bracing Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
'Metal Strapping for Notches Top Plate
I V2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1,2, 3 hour
Fire wall 2,3,4 hour
Penetration sealed
16 inch insulation in cavity min,
Garage Fire Separation
House side V2inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above below grade
5.0 sf grade
L:\Suellemingway\Building.Codes.Inspection.FORMS\Fram-ingFirestopping Inspection Report.doc January 28,2003
Framing/ Firestopping Inspection Report .
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm part: Jam/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ;
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
- Y N 'N/A COMMENTS
Frax mgn — -
ack Studs 1 Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft, floor trusses
Ancho• olts.6 ft. or lesson center
�;= `e-arid-smow-shield 24-inches from wall
Fire separation 1,2, 3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceilin 4all
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHemingway\Building.Codes.Inspection,FORMSTrarning Firestopping Inspection Report.doc January 28,2003
M' Framing Firestopping InspectionReport -----J - Y'
Office No.(518)761-8256 Date Inspection request received: v a
L/
Queensbury Building&Code Enforcement Arrive: am/pm epart: a m
742 Bay Road,Queensbury,NY 12804 ' Inspector's Initials: t
NAME: `� PERMIT#:
LOCATION: INSPECYON: . � 614
TYPE OF STRUCTURE:
Y N :lvia. COMMENTS
Framing
Jack Studs/Headers
Bracing./Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 3.6 in. or more
Headroom 6 ft, 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/z(w)16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft. floor trusses
Anchor Bolts 6 ft.or less on center
ce and snow hield 24 inches from wall r--- �
Fire separation 1,2,3 hour
Fire wall 2,,3,.4 hour
Firestopping
Penetration sealed =
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or•518 inch Type X
Garage side5/8 inch Type X
Ceiling/wall
Windows Habitable Space Z Bedrooms
24 in. (H) .
20 in.
5.7 sf above 1 below grade
5.0 sf grade
L:\SueHemingway\Building_Codes.Tnspection.FOR.MS\Frain.ing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ Depart:'t�,Wm/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: pall
Comments
N N/A
I/Footings,
Piers
-Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Damppro6fing/Waterproofing,
Footing Drain Daylight or Sump,
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of for wet areas under slab
Backfill Approval
Pl er Sl_a
On Cc
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report doe January 28,2003
Z/-
1ACj
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection reques rec iv d:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: —7D11'- PERMIT#:
LOCATION: , c-- INSPECT ON:
TYPE OF STRUCTURE: c ,
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump.
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
acl fill Approval-
_ _ .,..� �-,a _ •/ /
�....-
PV Cast/Copper !/
undatiInsuln Inter" r/ teri
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.PORMS\Foundad.on Inspection Report.doc January 28,2003
Foundation Inspection Report I A/
Office No. (518)761-8256 Date Inspection request received.-
Queensbury Building&Cade Enforcement Arrive: am/pq�� Depart: n�/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: _ PERMIT#:
LOCATION: INSPECT ON: — —
TYPE OF STRUCT
Comments
Y 'N N/A -
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump.
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for--wet.areas under slab
Plumbing Under Slab
C/Cast/Copper
:Foundation Insulatio Inten /Exterior
R.-
Rough Grade 6 inch drop within 10 ft.
LASueHenvngway\BuiIding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection reque t recei-yed:
Queensbury Building&Code Enforcement Arrive: am/pm Depart In
742 Bay Rd., Queensbufy,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y , N N/A
.................. .............
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible
providing protection from freezing L11
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place Vz
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of for wet areas under sla/
Back fill Approval 4P
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Project Name ptM Orr .(Qe�) BP# C�n,1- 4
Address: a sivia 07 JAJ J
Building Permit SubmissionRECEIVED SFD
:. Checklist 2-Family
svv
�C' �r� our if u.
All items below must be checked ' Cable prior to submission of any building
permit to the Town of QueensburyB g ep � the below items-are lacking,the permit
will not be accepted until such time as'the application is deemed complete for submission.
1.. Building Permit Application Completed ... ... ......... ........... .. [�K ,❑no ❑n/a
2. EnergyFonn or CheckMate Energy Code Compliance Forms Complete.. Oyes n no ❑n/a
(2 copies) ,
3. EnergyCode Inspector's Report from CheckMate Program.,........... .. 121� ❑no ❑n/a
-4 Septic apphcatton completelyfdledort{tf applicable) ❑yes []noa -
_. _ oltd Fuel Iig or Gay Appbanceorrn
_.._ unuui _
.77
-- �. Electrical Inspection Form: o a..
❑° ❑�
7 = Two(2) corrlete sets of stnzo+ ual drawuxgs �s no �n/a
= a) floorplan,,°b}faundattonplan,:c�:cross_secttons elevattons,
__ e}wuidovi*and c;or schedule,
8. Two(2}site plans showing location of the structure to be built,............ M5 - .[Qno '[n/a
location of well or water lines,location of septic system or sewer line.
9. Setbacks from property%lities to new structure... ............................. LV1Yes Ono �n/a
10. Setbacks to neighboring wells and septic systems,including onsite well.... El []no n/a
and septic systems(if applicable)
1l. DrivewayPernut... ... ............... ...... ... ... ...... ..................... ...... ❑yes Ono Pn/a
Date:
Staff Initial:
L:\SueHemingwa}\Building.PerniicF0FM.S\Generic{hccMt.doc January 28,2003
Check Residential Plan Review: One&Two Family Dwellings
Y/N/N/A
//)Full sets of'plans
t/ Over 1,500 sq. ft.—Stamped
V'l Design Loads On Plans:90 Wind Floor Loads 40 psf
70 Ground Snow Load Sleeping Areas and Attics 30 psf
Calculations:
Wi ' w Schedule With Glass Size
j/Door Schedule/Main Entrance 36"Door
Emergency Escape Or Bedrooms and Habitable Space
Above/Below grade,5.7 sq.ft.
Grade,5.0 sq.ft.
24"(h)x 20"(w)min.
44"Max.Height above floor
t/ Residential Check Paperwork Compliance and Inspectors Checklist: OK
ampproofing/Waterproofing Materials On Plans
aundation Drainage On Plans,if required
6"Drop in 10' Exterior Grade
loll
Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where
equired -
1�5ed Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls
,an I f
at orms At Exterior Doors
V?Stairway Headroom 6' 8'All Stairs 36"Width
011
Stair Run and Rise
V'Winder Run and Rise
Spiral Not Allowed From 2 Story
V' Smoke Detectors Battery Backup and Proper Location
V Bathroom Fixtures Proper Clearance
V- Hall Width,36"min.
V/ Handrails More Than One Riser On Open Sides
Railing and Guards>30"/Basement Stairs Included Closed Risers More Than 4"in Ht.
Safety Glazing Notes For Required Areas
Garage Fire Separation
arage Floor Sloped
Attic c Access
00
Roof over 30'—22"x 30"1 Crawl Spaces 18"x 24"Access
Carbon Monoxide Detector Lowest Sleeping Level
Soil Test Results,if required
Septic To Well Or Water Line Separation
All Paperwork Signed
Permit Number
REScheck Compliance Certificate Checked By/Oate
New York State Energy.Conservation Construction Code
REScheckSoflware Version 3.5 Release le
Data filenanie:Untitled.rck
PROJECT TITLE:The Sanders Residence
COUNTY:Warren
STATE:New York
HDD: 7635 -
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 11/26/03
DATE OF PLANS:November 14,2003
PROJECT DESCRIPTION:
2-Story Addition
DESIGNER/CONTRACTOR:
LaFond Custom Builders,Inc.
COMPLIANCE:Passes
Maximum UA=993
Your Home UA=942
5.1%Better Than Code(UA)
Gross Glazing
Area or Cavity• .Cont. or Door .
Perimeter R-Value R Value UFactor UA
Ceiling 1: Cathedral Ceiling(no attic) 934 38.0 0,0 25
Wall 1.Wood Frame, 116"o.c. 208 21.0 0.0 9
Window 1:Wood Frame:Double Pane with Lbw-E 43 0.330 14
Wall 2: Wood Frame, 16"o.c.' 240 21.0 0.0 14
Wall 3:Wood Frame, 16"o:c. 288 21.0 -0.0., 14
Window 2:Wood Frame:Double Pane with Low-E 50 0.330 16
Wall 4:Wood Frame, 16"o.c. 234 - 21.0 0.0 . 11
Window 3:Wood Frame:Double Pane.with Low-E 49 0,330 16
Wall 5;Wood Frame, 16"o,c. 234 21.0 0.0 1 111 11,
Window-4:Wood Frame:Double Pane with Low-E 18 0.330 6
Window 5:Wood Frame:Double Pane with Low-E 18 0.330 6
Wall 6:Wood Frame, 16"o.c. 378 21.0 0.0 15
Window 6:Wood Frame:Double Pane with Low-E 54 0.290 16
Window 7:Woad Frame:Double Pane with Low-E 54 0.290 16
Window 8:Wood Frame:Double Pane'with Low-E 14 0.330 5
Wall 7:Wood Frame, 16"o.c. 288 21.0 0.0 16
Wall 8:Wood Frame, 16"o.c'. 288 21.0 0.0 . 16 .
Floor 1: Slab-On-Grade:Heated 934 11.0 716
Insulation depth:2.0'
Boiler 1: Other(Except Gas Fired Steam),86.AF'UE
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.5 Release le
DATE: 11/26/03 ;
PROJECT TITLE:The Sanders Residence
Bldg. I
Dept. 1
Use
I Ceilings:
C ] I 1. Ceiling 1: Cathedral Ceiling(no attic);R-38.0 cavity insulation-:
I Comments: '
I
Above-Grade Walls:
[ ] i L Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation
1 Comments: .
[ ] I 2. Wall 2: Wood Frame, 16 o.c.,R-21.0 cavity insulation
Comments:',
[ ] 1 3. Wall 3:Wood Frame, 16 o.c.,R 21.0 cavity_insulation
Comments.
[ ] 1 4. Wall 4;Wood Frame, 16"o.c.,R 21.0 cavity insulation
Comments:
[ } i 5. Wall 5:Wood Frame, 16"o.c.,R-21.0 cavity insulation
Comments:
[ j 1 6. Wall 6:Wood Frame,'16"o.c.,R-21.0 cavity insulation
Comments:
[ } 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation
1 Comments: .
C ] I S. Wall S:Wood Frame, 16"o.c.,R-21.0 cavity insulation
Comments:
f
Windows:
[ } I L Window 1:Wood Frame:Double.Panne with Low-E,U-factor:0.330
For windows without.labeled U-factors,describe features:
1 #Panes Frame Type Thermal Break?[ ]Yes-[ ].No
1 Comments:
[ } 2. Window 2:Wood Frame:Double Pane with Low-E.U factor:0.330
. For windows without labeled U factors,describe features:
#Panes . Frame Type Thermal Break.?[ ]Yes[ ]No.
i Comments:
[ ] 1 3. Window 3:Wood Frame:Double Pane with Law-E,U-factor:0.330
1 For windows without labeled U-factors,.describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ j I 4. . Window 4:Wood Frame.Double Pane with Low-E,U factor:0.330
I For windows without labeled U-factors,.descn`be features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] I 5• Window 5:Wood Frame:Double Pane with LowE,ti factor:0.330
1 For windows without labeled Ufactors,describe features:
#Panes Frame Type 'Thermal Break?[ }Yes[ ]No
Comments:
[ ] 1 6. Window 6:Wood Frame:Double Pane with Lo*-E,.U factor:0.290
For windows without labeled U-factors,describe features:
1 #Panes Frame Type Thermal Break?[ ]Yes[ ]No
1 Comments: .
n. VYr:._a
Heating and Cooling Equipment:
[ ] I L Boiler,1:Other(Except Gas-Fired Steam),86 A"or higher
Make and Model Number
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
I leakage.must be sealed
[ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors..
I
Materials Identification:
[ ] I Materials and equipment must be installed in.accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water'heating
I equipment must be provided.
[ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on
I the building plans or specifications.
I
Duct Insulation:
[ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
( ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6.
( ] I Supply ducts in unconditioned spaces must be insulated to R-I 1.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds;gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at less than 2 in.w.g. (500 Pa).
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
( } I Air filters are required in the return air system.
[ ] I The I-IVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
-
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible.fireplace doors..
[ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
I provisions.of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
i
Service Water Heating:.
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I .
Circulating Hot Water Systems:
( ] I Insulate circulating hot water pipes to the levels in Table 1. .
i 1
4-
Table'k Minimum.Insulation Thicknessfor Circulating Hot,Water Rpes. '
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) up to V Up to 1.25" 1.511 to 2.0" Over 2"
170-180 0.5 1:0 ' 1.5 2.0
140-160 0.5 0.5 1.0 15
100-130 0.5 0.5 0.5 1.0
Table 2; Minimum Insulation Thickness for HVAC Pipe& .
Fluid Temp. Insulation Thickmess in inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 . 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 . 1:0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 -1.5 1.5
NOTES TO FIELD (Building Department Use Only)
R314.3-R317.1 SUILDING.PLANNING
not permit the passage of a 4-inch-diameter (102 mm) measured above stair tread nosings;shall be not less than 34
sphere. inches(864mm)and not more than 38 inches(965min).All re-
quired handrails shall be continuous the full length ofthe stairs
Exceptions: from a point directly above the top riser of a flight to a point di-
1. A nosing is not required where the tread depth is a rectly above the lowest riser ofthe flight.Ends shall be returned
minimum of 11 inches(279 mm). or shall terminate in newel posts or safety terminals.Handrails
2. The opening between adjacent treads is not limited adjacent to a wall shall have a space ofnot less than 11/2 inches
on stairs with a total rise of 30 inches(762 rnm)or (38 mm)between the wall and the handrail.
less. R315.2 Handrail grip size.All required handrails shall be of
R314.3 Headroom.The minimum headroom in all parts ofthe one of the following types or provide equivalent graspability
stairway shall not be less than 6 feet,8 inches(2032 inm)mea- Type I.Handrails with a circular cross section shall have an out-
sured vertically from the sloped plane adjoining the tread side diameter.of at least 11/4 inches.(32 nun)and not greater
nosing or from the floor surface of the landing or platform. than 2 inches(51 mm). If the handrail is not circular it shall
R314.4 Winders. Winders are permitted, provided that the have a perimeter dimension of at least 4 inches(102 mm)and
width of the tread at a point not more than 12 inches(305 mm) not greater than 6 1/4 inches(160 mm)with a maximum cross
from the side where the treads are narrower,is not less than section dimension of 21/4'inches(57 mm).
10 inches(254 mm)and the minimum width of any tread is not Type 11. Handrails with a perimeter greater than 61/4 inches
less than 6 inches(152 mm).The continuous handrail required (160 mm):shall provide a graspable finger recess area on both
by Section R315.1 shall be located on the side where the tread is sides of the profile.The finger recess shall begin within a dis-
narrower. tance of 3/4 inch(19 mm)measured vertically from the tallest
N R314.5 Spiral stairs.Spiral stairways are permitted for interi- portion of the profile and achieve a depth of at least 5116 inch
N or use as a component of the means of egress from a habitable (8 mm)within 7/8 inch below the widest portion of the profile.
N room a basement or an attic provided the minimum tread This required depth shall continue for at least 3/8 inch(10 mm)
width shall be 26 inches.(660 mm)with each tread having a to a levelthat is not less than 13/4 inches(45 mm)below the tall-
y 71/2-inch(190 mm)minimum tread depth at 12 inches(305 est portion of the profile.The minimum width of the handrail
mm)from the narrow edge.All treads shall be identical,and the above the recess shall be 11/4 inches(32 mm)to a maximum of
rise shall be no more than 91/2 inches(241 mm).A minimum 23/4 inches(70 mm).Edges shall have a minimum radius of
N headroom of 6 feet,6 inches{1982 mm)shall be provided.,A 0.01 inch(0.25 mm).
N spiral stair is not permitted to be the only means ofeg_ress from a s
N story of a building.
R314.6 Circular stairways. Circular stairways shall have a SECTION R316
y y GUARDS
tread depth at a point not more than 12 inches(305 mm)from
the side where the treads are narrower ofnot less than 11 inches R316.1 Guards required.Porches,balconies or raised floor
(279 mm)and the minimum depth of any tread shall not be less surfaces located more than 30 inches(762 mm)above the floor
than 6 inches(152 mm).Tread depth at any walking line,mea- or 'grade,below shall have guards not less than 36 inches
sured a consistent distance from a side ofthe stairway,shall be (914 mm)in height;Open sides ofstairs with a total rise ofmore
uniform as specified in Section R314.2. than 30 inches(762 mm)above the floor or grade below shall
have guards notless than 34 inches(864.mm)in height mea-
R314.7 Illumination.All stairs shall be provided with illumi- sured vertically from the nosing of the treads.
nation in accordance with Section R303.4.
R316.2 Guard opening limitations.Required guards on open
R314.8 Under stair protection. Enclosed accessible space sides of stairways,raised floor areas,balconies and porches
under stairs shall have walls,under stair surface an&any soffits shall have intermediate rails or ornamental closures that do
protected on the enclosed side with 1/2-inch(12.7 mrn)gypsum not allow passage of a sphere 4 inches(102 min)or more in
board: diameter.
R314.9 Bulkhead enclosure stairways. Stairways serving Exception: The triangular openings formed by the riser,
bulkhead enclosures not part of the required building egress tread and bottom rail of a guard at the open side ofa stairway
and providing access from the outside grade level to the base- are permitted to be of such a size that a sphere 6 inches
ment shall be exempt from the requirements of Sections R312, (152 mm)cannot pass through.
R314 and R315 when the maximum height from the basement
finished floor level to grade adjacent to the stairway is covered
by a bulkhead enclosure with hinged doors. SECTION R317
SMOKE ALARMS AND AUTOMATIC r"
SPRINKLER SYSTEMS rN
SECTION R315 R317.1 Single-and multiple-station smoke alarms.Single-
HANDRAILS and multiple-station smoke alarms shall be installed in the
R315.1 Handrails.Handrails shall be provided on at least one following:locations:
side of each stairway with two or more risers.Handrail height, 1. In each sleeping room.
46 RESIDENTIAL.CODE OF NEW YORK STATE
BUILDING PLANNING R3062-FIGURE Rat-1.2
R306.2 Kitchen.Fach dwelling unit shall be provided with a SECTION R307
kitchen.are#and every kitchen area shall be provided with a TOILET,BATH AND SHOWER SPACES
sink.
R306.3:Sewage disposal.All plumbing future shall be can- R307.15pace required.Fixtures shall be spaced as per Figure.
neck to a sanitary sewer or to au approved private scWag a dis-
R307.2.
Posal VAM 12307 2 Bathtub and shower spaces.Dathtab and sLowez-
R306.4 Water supply to fixturm AllPlumbing futures shall Fools and walls above bathhibs whir instaIled shower heads
be connectedtoangTrovedwatersMAy Kitchensinksykvaa- andinshoweic rt wnbshallbefid*edwithanonabsor-
tones,lladtabs,showers,bidets,laundry tabs and washing bentsuxfitce.Suchwattsudavesshallexeudtoaheightofnot
machine outlets shall be provided with hot and cold water. Iess than 6 feet(1829 mm)above the$ooL
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