2003-595 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
C ERTI F I CATE OF �aCCUPANCY
Pei ihit Number: P20030595 Date Issued: Tuesday, September 14, 2004
This is to.certi, .that work requested to be done as shown b Permit Number.
.s q ..... y P20030595 . . . _.
has been completed.
Tax Map Number: 523400-296-009-0001-010-000-0000
Location: 11 SUTTON TERRACE
Owner: STEVEN&DONNA SUTTON
Applicant: SUTTON'S MARKET PLACE
This structure may be occupied as a:
By'Otder of Town Board
Commercial Addition TOWN OF QUEENSBURY
Director of Building&Code 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: P20030595 Application Number: A20030595
Tax Map No: 523400-296-009-0001-010-000-0000
Permission is hereby granted to: S1 JTTOVS MARKFT PLAC-F,
For property located at: 11 SUTTON TERRACE
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: STEVEN&DONNA SUTTON Commercial Addition $40,000,00
1066 STATE ROUTE 9 Total Value $40,000.00
QUEENSBURY,NY 12804
Contractor or Builder's Name f Address Electrical Inspection Agency
Plans&Specifications
2003-595
1000 sq ft OFFICE ADDITION AS PER PLOT PLAN SPECIFICATIONS
$140.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 08, 2004
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at of ensbury; Monday, September 08, 2003
SIGNED BY for the Town of Queensbury.
Director of Bu ding-&ode Enforcement
Building Permit Application
Town of Queensbury Department of Community Development,742 Bay Rd.,Queensbury,NY 12804
(518)761-8256 :
A permit must be obtained before beginning construction. Permit No.: �— U
� REUEA/E-t% .
No inspection will be made until applicant has received a Fee Paid:
valid building permit. Form must be completed. Rec.Fee Paid: J1JL -
Reviewed By: '
®IfVr�g Oi'tf 1 9EF� V Applicant: Owner: > .� C fiiA?rj COL)
Address: Address: /
Phone#: Phone#:
Tax Map Number: 1 �—�-
Subdivision Name:
(if applicable)
Lot Number: /House Number: t Street Name
OR
Property Location: � �
o.view Building: Residential/Commercial Estimated Market V - e t1�sen�sa Rtio n: ? —
er Addition: Residential/Commercial If an Addition;what use o addition be?��j
o Alteration: Residential/Commercial ? `��>�
a No change to
Exterior size: Residential/Commercial
o Other work: (describe )
Check Below Occupancy Info I"floor sq.ft. 2" floor sq.ft. Other floor sq.ft. Total Sq.Ft.
Single Family Dwelling
Two Family Dwelling
Townhouse
Multifamily Dwelling
#of units
Office
Mercantile
Manufacturing
I car detached garage
2 car detached garage
3 car detached garage
1 car.attached garage
2 car attached garage
3 car attached garage
Storage Bldg.,Comm a
Storage Bldg.,Res.
Other
What is the proposed height of the structure: V feet inches
Will any second-hand or ungraded lumber be used If so,for what?
No. of Fireplaces to be installed:
No. of Woodstoves to be installed:
List below the person(s)responsible for supervision of work in regards to Building Codes:
Name, Address Phone No.
Builder _ �f
Plumber
Mason
Electrician
Declaration: Please sign below after you have carefully read the statement: ---
To the best of my knowledge the statements contained in this application, together with the plans and
specifications submitted,are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to
the proposed work shall be complied with, whether specified or noted, and that such work is authorized by
the owner. Further, it is under tood that I/we shall submit,prior to a Certificate of Occupancy or Certificate
of Compliance being issue reques d by the Zoning Administrator.or Director of Building and Codes;an
As Built Survey by a lice d survey ;d wn to s eke;s o�ctual location of all new construction.
Signature: el A (circle one(own ,owner's agent,architect,contractor)
i
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC.
lain Office 176 Doe Run Rind - Manhelin, PA 17545
MUNICIPAL CERTIFICATE -a ELECTRICAL APPROVAL
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The conditions following governed the issuance of this certificate, and any certificate previously issued i
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 maki inspections at any time, and if itl
rules are violated, the Company shall have the right to r oke th' cer ficatet
Datef.f..fff.ptt.ff.ttffpltNfflRNi#iflil#fIflft!#i INSPECTOR loft! . #i.tttfif .„ffffftf.fiftlltlfittflf.............tftHllfl#f#i!I!!#tfiilfliltitl
Member N.F.P.A.t I.A.E.I.
Commercial Final Inspection Report
Office No.: (518)761-8256 Date Inspection request re ived: _
Queensbury Building&Code Enforcement Arrive: am/ Depart: ZU45 anzT
742 Bay Road,Queensbury,NY 12804 inspector's Initials. /
NAME: �"7 \ e.�l'� � PE #: — �
LOCATION: DATE:
COMMENTS:
Y . N NA
Chimney/"B"Vent 1 Direct Vent
Plumbing Vent Through Roof 6" e
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in.Platform/Decks
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 s .ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if required
Exits At Grade Or Platform.36(w)x 44"(1)/Canopy or Equiv.
Gas Valve Shut-off Exposed&Regulator(18")Above Grade
Floor Bathroom Watertight/ er oors Oka
Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft. or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stocl room/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors
> 10%> 1000 s . ft.
Y4 Hour Corridor Doors&Closers
Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Si a e/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Si na e
Public Toilet Room Handicapped Accessible
Handicapped Service Counters,34 in., Checkout 36"
Handicapped Ram /Handrails Continuous/12 in.Beyond
Active Listening System and Signa e Assembly Space �--
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if req. -
As built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway -
Water Fountain or Cooler 1
Building Access All Sides by 20' /Driveable Surface 20'wide
Okay To Issue Temp. or Permanent C/O
Okay To Issue C/C
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
Town of Queensbury
Fire Marshal's Office
742 Bay Road 4�
Queensbury, NY 12804 Fax(518) 745-4437
Phone(518)761-8205
Fire Marshal's Inspection Report
Request SCHEDULE
Received: —Permit# - 0-'' 6cn-, INSPECTION ON:
-TY- -5 AM pm ANYTIME
Name:
Location: C
APPROVED
IDS IAYES NO COM NTS
EXITS
AISLE WIDTHS
EXIT SIGNS-NORMAL
BATTERY LN
C li-
EMERGENCY LIGHTING
FIRE EXTINGUISHERS
FIRE ALARM SYSTEM
FIRE]SPRINKLER SYSTEM
FIRE SUPPRESSION SYSTEM
HOOD INSTALLATION
INTERIOR FINISHES i ----j
STORAGE
COMPRESSED GAS
CLEARANCE TO SPRINKLERS T
CLEARANCE TO HEATING
UNITS
CLEARANCE TO ELECTRICAL
REQUIRED SIONA13E
EMERGENCY PLAN
MAXIMUM OCCUPANCY SIGN
CHIMNEY
MASONRY ROUGH IN
FINAL
CHIMNEY
FACTORY BUILT ROUGH IN
FINAL
WOOD
STOVE' ROUGH IN
R
FINAL
S
AL ROUGH
OU H I
UF FINAL
0 G IN
FINAL
VENTED GAS : -:
:U
APPLIANCE ROUGH
F AL
FIREPLACE
MASONRY ROUGH IN OK THIS DATE R 0 OT OK
FINAL
FIREPLACE
FACTORY BUILT ROUGH IN I PECTED BY
FINAL
comDEV/CHRISJ9 VORDILETTERS200i/FIREMARSHALINSPECTIONREPORTI'022'01
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
Town of QueensbUryury
Fire Marshal's Office
742 Say Road
Queensbury, NY 128,04
[Phone (518)761-8205 Fax(518),145-407
Fire Marshal's Inspection Report 03
Request SCHEDULE
Received: Permit#�23:2-s INSPECTION ON:
Name: ANYTIME
Location: AP RO
N/A YES I NO COMMENTS
EXITS
AfSLE WIDTHS
EXIT SIGNS-NORMAL FA 1�5- BATTERY
EMERGENCY LIGHTING
FIRE EXTINGUISHERS
FIRE ALARM SYSTEM
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION SYSTEM
HOOD INSTALLATION *J0 " L0J C+i 6
INTERIOR FINISHES
STORAGE
COMPRESSED GAS 6 - ` �` •
-TL-F--ARANCE TO SPRINKLE
CLEARANCE TO HEATING
UNITS
CLEARANCE TO ELECTRICAL
REQUIRED SIG NAGE
EMERGENCY PLAN
MAXIMUM OCCUPANCY SIGN
CHIMNEY
MASONRY ROUGH IN
FINAL
CHIMNEY
FACTORY BUILT ROUGH IN
FINAL
WOOD
STOVE* ROUGHIN
FINAL
VENTED GAS
APPLIANCE ROUGH IN
FINAL
FIREPLACE
MASONRY ROUGH IN OK THIS D ..OK FOR CO NOT OK
..OK
FOR(;U
FINAL
FIREPLACE
FACTORY BUILT ROUGH IN �A- INSPECTED-B I Y
FINAL
COMDEVICHRIS411t�O'r-DILETTERS2001MREMARSH,AUNSPECTIONREPORTII022001 CCUPANT COPY
WHITE-BUILDING DEPARTMENT COPY YELLOW-0
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Inspection req st, ec
Queensbury Building&Code Enforcement Arrive: a p Depart: am/prn
742 Bay Road,Queensbury,NY 12804 Inspector's Initial W
C
`7 �L -7
_
NAME: PERMIT#: 7-C
LOCATION: C C DATE: /A -Lo
COAUqENTS:
Y N NA/
Chimney/"B"Vent/Direct Vent Locatign,
Plumbing Vent Through Roof 6"/JR10'of Complvtg-a
Exterior Finish Grade Complete 6"in 10' or E uivalentV
Interior/Exterior Guardrails 42 in.Platform/Decks v/., Q,0
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks VV/
Stair Handrail 34 in.-3 8'in./Step Risers 711/Treads 1111
Vestibules For Exit doors>3 000 sq. ft. V
All Doors 36 in.w/Lever Handles/Panic Hardware,if required .T+
Exits At Grade Or Platform 36(w)x 44" Q/Canopy or Equiv. A V
Gas Valve Shut-off Exposed&Regulator(18")Above Grade k T-
Floor Bathroom Watertight/Other Floors Okay
Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum
Boiler/Furnace Enclosure I hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft.or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area 7
Stockroom/Storage/Receiving/Shipping Room(2 hr.), I V2doors
>10%> 1000 sq. ft.1/4Hour Corridor Doors&Closers
Firewalls/Fire Separation,2 Hour,3 Hour Complete 1 Fire
Dampers/Fire Doors A
Ceiling Fire Stopping, 3,000 sq. A.Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan,if required
Elevator Operation and Signage/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond
Active Listening System and Signage Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if req.
As-built Septic System Layout Required or On File V
Building Number or Tenant Address on Building or Driveway
Water Fountain or Cooler
Building Access All Sides by 20' /Driveable Surface 201 wide
Okay To Issue Temp. or Permanent C/O
Okay To Issue C/C
Last printed 6/3/2003 9:27 AML:\PamW\Bui1ding&Codes\Commercial Final Inspection Report.doc
Rough Plumbing /Insulation Inspection Report 1
Office No. (519)761-8256 Date Inspection req st received:
Queensbury Building&Code Enforcement Arrive: a p D
742 Bay Road,Queerisbury,NY 12804 Inspector's Initial
• r
03,
S9-S
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Vents
Cast Iron,Copper Drain/Vent/Comm..
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
Head or Air Supply Test
Drain and Vents
5 PSI or 10 ft.above highest
Connection for 15 minutes
Water Supply Piping
Cap er Commercial
er, CPVC,Pex One&Two Family
ulation/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
COINMENTS:
-L:\Sueliemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Rough Plumbing Insulation Inspection Report
Office No. (5 18)761-8256 Date Inspection reque recei 7/0
Queensbury Building&Code Enforcement Arrive: p
742 Bay Road,Queensbury,NY 12804 Inspector's Ini Is-
3
NAME: 4 PERMIT#:
LOCATION: INSPECT ON: �- o
TYPE OF STRUCTURE:
7elyzec"—
Y N N/A .
PVC: R-1,R-2,R-3,R-4 Drain Vents
Cast Iron, Copper Drain/Vent Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
Head or Air Supply Test
Dfain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
Water Supply Piping
.Copper Commercial
er, CPVC,Pex One &Two Famil
U
9P-2 , Y —
�sul tF�' Residential Check/(Comm6rcial Check :�
Proper Vent,Attic Vent V
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace V3�1 1 totirok L—t--Ex>
'Duct Work Sealed Properly
COMMENTS:
-L.,\SucHemingwa)lBuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518)761-8256 Date Inspection reque eceived:
Queensbury Building&Code Enforcement Arrive: arrllpm Dept? a
742 Bay Road,Queensbury,NY 12804 Inspector's Initia�l�
NAME: s1�� 1� f 7 PERMIT#:
LOCATION: INSPECT ON: 1 b ._Z-q~U
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm. p
Plumbing Vent 1 Vents in Place '" -��
Rough Plumbing/Nail Plates
Head or Air Supply Test
Drain and Vents
5 PSI or 10 ft.above highest
Connection for 15 minutes
Water Supply Piping
Copper Commercial
Copper,CPVC,Pex One&Two Family
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
COMMENTS:
:L:1SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,200i
Framing/Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection re ec v
Queensbury Building&Code Enforcement Arrive: Pmlpm
742 Bay Road,Queensbury,NY 112804 Inspector's Init4s,
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: 14-1
V" 'A 4 Y N 'NIA COM MENTS
Framing
Jack SwTs—J'Headers
race Bridging
k--Teist hangers
Jack Posts/Main Beams
Exterior sheeting nailed property
12"O.C.
Headroom*6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes I 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 all 2, 3,4 hour
/Irestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side V2 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
L:\SueHemingway\Building.Codes,lnspection.FORMS\FramingFirestopping Inspection Report.doc January 28,2003
Framing 1 Firestopping In pection Report
Office No. (518)761-8256 Date Inspection r qu ecA-
ive%�,�
Queensbury Building&Code Enforcement Arrive: a pm D
742 Bay Road,Queensbury,NY 1.2804 Inspector's Initia r.
NAME:
PERMIT#:
LOCATION: 1�-R—n INSPECT ON: 0--S
TYPE OF TRUCTURE:
Y N N/A COMMENTS
rain
ing\
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
1 V2(w) 16 gauge(8) 16D nails each side
raft stopping 1,000 sq. ft.floor trusses
OrAnchor 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 V2 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
LASueHerningway\13trilding.Codes.Inspection.FORNISVraming Firestopping Inspection Report.doc January 28,2003
-C)
Foundation Inspection Report
Office No. (518)761-8256 Date Ins cctia a requ ei d: _
Queensbury Building&Code Enforcement Arrive: ,f a epart: an
742 Bay Rd., Queensbury,NY 12804 Inspectors � rtral
NAME: _ r "MA P IT#: D 3--69-5
LOCATION: INSPECT ON: c:i -- `R�—D3
TYPE OF STRUCTURE:
Comments
N/A
otings
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:
1.2 inch width
6 inches above footing
6 mil poly 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.
I.,:\SucHemingway\I3uiIding.Codes.Inspection.FORMS\Foundation Inspection ReporLdoc January 28,2003
Commercial FinO Inspection Report
Office No.: (518)761-8256 Date Inspection re es ree 'Id:
Queensbury Building&Code Enforcement Arrive: i a P Depart: a
742 Bay Road,Queensbury,NY 12804. Inspector's Initi
NAME: YPERMIT#
LOCATION: DATE:
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6"/Roof Complete
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in.Platform/Decks
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 1111
Vestibules For Exit doors>3000 sq.ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if re uired
Exits At Grade Or Platform 36 (Nv)x 44"(1)/Canopy or Equiv.
Gas Valve Shut-off Exposed&Regulator(18")Above Grade
Floor Bathroom Watertight/Other Floors Okay
Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft.or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/Receiving/Shipping Room(2 hr.), I V2doors
>10%> 1000 sq.ft.
1/4Hour Corridor Doors&Closers
Firewalls Fire Separation,2 Hour,3 Hour Complete/Fire
Dampers Fire Doors
Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan,if reguired
Elevator Operation and Signage/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond
Active Listening System and Signage Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if req.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway
Water Fountain or Cooler
Building Access All Sides bX22,��Dyeable Surface 201 wide
manent CIO
er
Okay To Issue Temp. orK
Okay To Issue C/C
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
i 1
T !
Permit Number
Z003
Envelope Compliance Certificate Checked
New York State Energy Conservation Construction Code
COMcheck--EZ Software Version 2.4 Release 2c
Data filename:C:Wy Documentslsuttons.cck
Section 1: Project Information
Project Name: Suttons Office Addition
Route 9n
Queensbury,NY
Designer/Contractor: Northfield Design
arc ' ects&planners
Document Author: S ,4-? L&-4t 2-5&
Telephone: .S S
Date: ;?- 2,6 O F
Section 2: General Information
Building Location(for weather data): Warren,New York
Climate Zone: - 15
Heating Degree Days(base 65 degrees F): 7635
Cooling Degree Days(base 65 degrees F): 366
t
Project Description(check one):
New Construction /Addition W Alteration Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Bldg. }
Dept. ( r
Use }
} Air Leakage,Component Certifi}eation;and Vapor Retarder Requirements
[ ] } 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed.
[ ] } 2. Windows,doors;'and skylights certifie as meeting leakage requirements.
[ ] } 3. Component R-values&U-factors lab?led as certified.
r r , te;
[ ] } 4. Fireplaces ibstalled vgrth tightfitting non-combustible fireplace doors]
[ ] } 5. Dampers integral lio the building envN'iope are equipped with motorized dampers.
[ ] } 6. Cargo doors andjloading dock.doors,&o weather sealed.
[ ] } 7. Recessed lighting fixture's�aaze:sealed'or gasketed.
[ ] } 8. Vapor retarder installed. 11
566 or."O&I eez* -rAuLo,
C('1"4A r'iCr -z dIL/Ji fS- 1+/."
4�11 90elg: r
Clit4fe-Specific f4 irements
Gross Cavity Cont. Proposed Budget
Component Name/Description Area R Value R Value U-Factor U-Factor
Roof 1:All-Wood JoistlRafter/This 1000 38.0 0.0 0.028 0.051
E" erior Wall 1:Wood Frame,Aity Spacing 1260 210 0.0 0.062 0.074
oor total:Solid . 40 0.100 0.120
Windows total L`' God Frame,"ie Pane with Low-E
Clear,SHGC,d.. 9,PF 0.50 170 --- --- 0.350 0.520
Floor 4:Heated SlAb-On-Grade,Vertical 4 ft. 140 --- 10.0 --- ---
Comments:
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Envelope Compliance: UNKNOWN (Insufficient Data)
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application. The proposed envelope system has been designed to meet
the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c
and to comply with the mandatory requirements in the Requirements Checklist.
When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her
knowledge,belief and professional judgment,such plans or spe ificntions are in compliance with this Code.
�'-AA/'I A6e /6-� 14 as . 'a
Principal Envelope Designer-Name S ature Date
BRED A1�C,y
E.
r *.
i
No.015005.1 OQ�
0. NE -t
DRAFT COPY
(3/21/03)
CHECKLIST
NYS BUILDING'CODE (BC) Building:
NYS FIRE CODE (FC)
NYS PLUMBING CODE (PC) Location: �-
NYS MECHANICAL CODE (MC)
NYS FUEL GAS CODE (FGC) Date:
NYS ENERGY CODE (ECC)
Reviewer:
Publication Date: May 2002
COMMERCIAL&
MULTIPLE DWELLING OCCUPANCIES
No. Topic - Code Page Required Actual
Section No. or Allowed
1 Jurisdiction BC-101.2 1
2 Flood Plain BC-1603.1.E 285
3- Separated or Non-Separated BC-302.3 18 .
Occupancies*
4 Occupancy BC-302 17
5 Type of Construction BC-Table 601 81
6 No. of Sleeping Units/Level BC-202 14 &
No. of Units—Total 31
No. of Occupants BC-Table 1003.2.2.2 201
7 Covered Malls BC-402 33
Hi-Rise (75' Rule) BC-403 36
Atriums BC-404 37
8 Basement Definition BC-502.1 71
(See page 8 of this check list)
Legend: NR= Not Required NS= Not Shown NA= Not Applicable
Note: * Non-separated occupancies impose the most restrictive requirements
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Pagel of 10
No. Topic Code Page Required Actual
Section No. or Allowed
9. Heiahts& Building Areas
Maximum Tabular Area BC-Table 503 72
Maximum Tabular Height BC-Table 503 72 G
Maximum Stories BC-Table 503 72
Mezzanines BC-505 73
10. Sprinkler System (water) BC-903 168
Basement Sprinkler-, BC-903.2.10.1 170
Water Source Sprinkler BC-903.3.5 172
Water Source Site FC-508.1- 31.
11. Frontage &Sprinkler Credits,
Area Modifications (ca/c.) BC-506 74
Height Modifications BC-504 73
12. Height&Area SummaDL Ht/Area HVArea
Tabular Area BC-Table 503 72
Frontage Credit BC-506 74
Sprinkler Credit _ BC-506.3 75
Total Allowable Area
Max Aggregate Area BC-503.3 73
(Allowable Area/Fir. x,No. of
Stories up to 3 maximum)
13. Fire Apparatus Road FC-503.1 29
(150' rule)
14. Exterior Walls
Distance Separation* BC-Table.602 . 82
Exterior Wall Openings BC-Table,704.8 87
Parapets BC-704.11 88
Exterior Wall Coverings BC-Table 1405.2 257
Exterior Wall Finishes BC-Table 1406.2 261
Combustible
* Distance separations are doubled if fire fighting water is not available (FC-508.1.3).
NOTES;
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Page 2 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
15. Fire Rated Construction
Incidental Use Areas BC-Table 302.1.1 17
Accessory Occupancy BC-302.2 18
Mixed Occupancy BC-Table 302.3.3 19
Control Areas BC-414.2 52
Fire Walls BC 705 89
Fire Barrier BC-706 91
Shaft Enclosure BC-707 92
Fire Partition (Tenant Sep.) BC-708 95
Smoke Barriers BC-709 96
Opening Protectives BC Table 714.2 1.01
Fire.Blocking BC-716 107 .
Draft Stopping BC-716.3 108
16. Space
Min._Rm. Dimensions BC-1207.1 251
Min:Ceiling Height BC-1207.2 251 0
17. Ventilation(Nat. or Mech.) BC-1202.1 249
18. Light (Nat. or Mech.) BC-1204.1 250
19. Exits ,� f
Occupancy.Load 'BC Table 1003.2.2.2 201
One Exit Permitted BC T6ble1005.2.2 224
Stair Enclosure BC-1005.3.2 224
Emergency Egress BC-1009.1 235
Distance of Travel BC-Table 1004.2.4 220
Aisle Width BC-1.004.3.1.1 221
Corridor Width BC-1004.3.2.2 221
Capacity of Exits (calc.) BC-Table 1003.2.3 202
Corridor Wall Fire Rating BC-Table1004.3.2.1 222
Corridor Dead End BC-1004.3.2.3 222
Door Width BC-1003.3.1.1 208 '
Door Swing . 136-1003.3.1.2 208
Panic Hardware BC-1003.3.1.9 213
.20. Stairs
Riser, BC-1003.3.3.3 213 /
Tread BC-1003.3.3.3 213
Width BC-1003.3.3.1 213
Headroom BC-1003.3.3.2 213
Vertical Rise 8C-1003.3.3.6 215
Handrails BC-1003.3.3.11 215
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Pago,3 of 10
No Topic Code Page Required Actual
Section No. or Allowed
�--� 21. Structural
Snow Loading---Ground BC Fig 1608.2 296
Snow Loading---Roof(calc.). -ASCE 7-98
Drifting Snow BC-1608.7 295
Ponding BC-1608.3.5 295
Floor Loading BC Table 1607.1 291
Balcony Loading BC-Table 1607.1 291
Wind Loading (cale.) BC-1609 297
Roof
Walls
Windows
Seismic Loading (calc.) BC-1614 315
Foundation Depth BC-1805.2- 398
22. Interior Finishes BC-Table 803.4 161
23. Swimming Pools BC-3109 629
24. Sun Rooms BC Appendix] . 693
25. Electrical
Exit Lights or Signs BC-1003.2.10 203
Emergency Lights BC-1003.2.11.2 204
Emergency Power BC-2702 611
General-Lighting-Exits-Stairs BC-1003.2.11 204
26. HC ACCESS
Exempt Buildings BC-1104.4 238
Parking BC-Table 1106.1 239
Route 1361104.1 238
Entrance . BC-1105.1 239
#of Sleeping Rooms BC-Table-1107.6.1.1 241
#of Dwelling Units BC-1107.6.2 241
Toilet Facilities BC-1109.2. 244
Service Counters .BC-1109.12.3 246
Areas of Refuge BC-1003.2.13.5 207
Signage
Supplemental HC Req'mts Appendix.E 681
27. SPECIAL INSPECTIONS IBC-1704 379
Notes: „
! �0/[ Vivo 4 a;3
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Page 4 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
28. Fire Protection Equipment
Central Station Monitoring FC-901.9 52
Sprinkler Systems FC-903 55
Other Extingushing Syst. FC-904 59
Kitchen Hood Extinguisher FC-609.8 41
Standpipe Systems FC-905 62
Fire Extingushers FC-906 64
Fire Alarm Systems & SD FC-907.2 66
Fire Alarm Boxes FC-907.4.1 72
Smoke Detection FC-907.2.10 68
Hi-Rise Fire Safety FC-907.2.12 69
Visible Alarms FC-Table 907.10.1.2 73
Smoke Control FC-909 75
Smoke Vents FC-910 82
Fire Pumps FC-913 - 85
29. Plumbing Code
Fixture Count PC-Table 403.1 21
Water Supply
Service Pipe Size PC-603 33
Fixture Pipe Size PC-603.1 33
Pipe Material PC-Table 605.4 36
Labor Law Art. 10-A UFPBC-904.6 12,340
Pipe Insulation See Energy Code
Backflow Prevention PC-Table 608.1 41
Sprinkler System PC-608.16.4 - 44
Lawn Irrigation PC-608.16.5 44
Pipe Freezing PC-305.6 14
Sanitary Drainage
Drain Pipe Size PC-Table 709.1 54
Drain Pipe Material PC-702 47
Labor Law Art. 10-A UFPBC-904.6 12,340
Vent Size PC-Table 910.4 63
Pipe Hangers PC-Table 308.5 17
Air Admittance Valves PC-917 67
Notes:
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Page 5 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
Mechanical Code
Ventilation Rates MC-Table 403.3 24
Propane Below Grade MC-502.8.1 0.1 31
Dryer Exhaust MC-504 33
Kitchen Exhaust MC,506 34
Kitchen Hoods MC-507 37
Kitchen Make-Up Air MC-508 39
Chimney Termination MC-Table 511.2 41
Air Plenums MC-602 47
Fire&Smoke Dampers MC-607.5.1 52
Combustion Air MC-701, 55
Confined Spaces—Def. MC-202 5
31. Fuel Gas Code
Appliance Location FGC-303 18
Combustion Air FGC-304 19
Clearance to Combust. FGC-Table 308.2 25
Pipe Material FGC-403 46
Shut Off Valves FGC-409 53
Chimney.Termination FGC-Fig. 503.5.4 68.
Gas Vent Termination 'FGC-Fig. 503.6.6 65
Exit Terminal Location FGC-503.8 68
Clothes.Dryer Exhaust FGC-613 _ _96
Unvented Room Heaters FGC-620 99
32. Energy Code
Prescriptive Method ECCC-Table.602.1(1) 50
High Truss Credit ECCC-602.1.2 51
Pipe Insulation—Heating ECCC-Table 503.3.3.1 44
Duct Insulation—Heating ECCC-Table 503.3.3.3 45
Pipe Insulation—Hot Water ECCC-Table 504.2 47-
HWH Heat Trap ECCC-504.7 47
COMcheck , Computer Software
Compliance Report Required
Notes:
JAM Page 6 of 10
LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW.
1. Area Increase Based Upon Frontage And Sprinkler Increase.
Frontage'Increase: If= 100(F1P-0.25)V11.= Answer in %
30
Note: If= 75%when 4 sides accessible &water available
Allowable Area: A.=AWN.+ (&b,p X if) + Ate,,, x I =Answer in Square Feet
(BC—Pg. 74) 100 100
2. Exit Capacity Calculations (Table 1003.2.3)(130-Pg. 202)
(Occupancy Load for Exit)x (Egress Width per Occupant)= (Required Width)
3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) & (Eq. 7-2)(pg-70).
(ASCE =American Society of Civil Engineers)
Pf=0.7CeC1lPg= Flat Roof Snow Load
Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in #per SF)
C.= Exposure Factor (BC-Table 16Q8.3.1)(Pg. 297)
Cf= Thermal Factor (BC Table 1608.3.2)(Pg. 297)
1 = Importance Factor (BC-Table 1604.5)(Pg. 287)
P9 = Ground Snow Load (BC Fig. 1608.2)(Pg. 296)
P$= C$Pf= Sloped-Roof Snow Load
Where: PS = Sloped-Roof Snow Load
CS = Roof Slope Factor (ASCE 7-98)(Pg. 70)
4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98)
5. Seismic Calculations. (See page 10 of this list)
6. COMCheck calculations (For verification of compliance with the.Energy Code)
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Page 7 of 10
8. GRADE PLANE: A reference plane representing the average of finished ground level
adjoining the building at exterior walls. Where the finished ground level,slopes away from the
exterior walls,the reference plane shall be established by the lowest points within the area
between the building and the lot line or;where the lot line is more than 6 feet from the building,
between the building and a point 6-feet from the building.
9. MEZZANINE: An intermediate level or.levels between the floor and ceiling of any story with ,
an aggregate floor area of not more than 1/3rd of the area of the room or space in which the
level or levels are located. (Mezzanine area does not contribute to the building area or the
height in stories but does contribute to the fire area, aggregate area).
10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall,
floor, or ceiling assembly, that is designed and constructed"to restrict the-movement of smoke.
(Required to have a 1 hr. fire rating).
11. STORY ABOVE GRADE PLANE Any story having its finished floor surface entirely above
grade plane, except that a basement shall be considered as a story above grade plane where
the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane
or 2. More than 6 feet above the finished ground level for more than 50% of the total building
perimeter or 3. More than 12 feet above the finished ground level at any point.
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Page 9 of 10
. i
SEISMIC REVIEW SUMMARY
PROJECT:
LOCATION: ZIP CODE:
ITEM Value BCNYS BCNYS
Code Section Page No.
Site Class Table 1615.1.1 317
(default to site class D) Section 1615.1.1 316
Ss (short period) Figure 1615(1) 318
S, (1 second period) Figure M5(2) . 319
F81 (site coefficient—short) Table 1615.1.2(1) 320
Fu (site coefficient 1 sec.) Table 1615.1.2(2) 320
S,s.(short period adjusted) Equation 16-16 317. -
Sm, (1 sec. period.adjusted) Equation 16-17, 317
SDS (short period) Equation 16-18 320
So, (1 sec. period) Equation 16-19. 320.
Seismic Use Group Table 1604.5 287
Seismic Design Category Table 1616:3(1) 324
(short period)
Seismic Design Category Table 1616.3(2) 324
(1 sec.period).
SEISMIC DESIGN CATEGORY This category determines the
(most severe of above two) design analysis and whether MEP
systems must be braced.
Analysis Procedure Used Section 1616.6 326
Building Components Subject To Section 1621 345
Seismic Design Requirements:
Architectural Section 1621.1.1 & 345
Mechanical Section 1621.1.6 347
Plumbing ditto 347.
Electrical ditto 347
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Page 10 of 10
SRF-IA
HC-IA
IRF
EXISTING CURBCUT
SRF-IA
S 25 DEG. 20' E 889.40' HC-IA
NEW PORK STATE9
LANDS OF S
EXISTING CURBCUT
114
EXISTING CURBCUT
d
FD
Jut 2 9 2003
A`OU�
104 Q F . 106 108 "" 110
O
108
106
04
92
ISRF-IA
...�._ rHC71A
SITE PLO FT�7I
1 SCALE: 1 "- 30'-0" 0 7' iv601 90'
SCALE: 1 "=30'-Q"
SURVEY DATA TAKEN FROM MAP PREPARED FOR SUTTONS MARKETPLACE DATED JAN.11,1999 : REVISED 10/20/99
AS PREPARED BY VANDUSEN & STEVES LAND SURVEYORS, GLENS FALLS , NY
Zonina Da -La
TAX"NWBER U-1-15
ZONE : HIGHWAY COMMERCIAL H(:-1 A
MINIMUM LOT SIZE 1 ACRE, 150 FEET WIDE X 200 FEET DEEP MINIMUM
FRONT YARD SETBACK REQUIRED: 75 FEET
REAR YARD SETBACK REQUIRED : 25 FEET
SIDE YARD SETBACK FEUD : 50 FEET SUM OF SCE YARDS
WITH 20 FOOT MINIMUM
Site Densib-y
258,820 S.F TOTAL SITE= 5.94 ACRES
EXISTING SITE COVERAGE
104,683 S.F. EXISTING IMPERVIOUS C)VERAGE
600 S.F. EXISTING WALKS
---------------------------
105,283 S.F. EXISTING IMPERVIOUS COVERAGE
EXISTING DENSITY
105.283 S.F. IMPERVIOUS AREA= 40,6
153.537 S.F. PERVIOUS AREA= 59.32!
PROPOSED SITE COVERAGE
105,283 S.F. EXISTING IMPERVIOUS CGERAGE
1,000 S.F. PROPOSED OFFICE AREA
106.283 S.F. TOTAL PROPOSED INPERVIQUS S.F.
Parkina Reauirements
EXISTING MARKETPLACE AND FURNITURE STORE
18,689 S.F. ® 5 CARS/1000 S.F. = 94 SPACES
EXISTING SALES/ OFFICE
4,600 S.F. 0 5 CARS/1000 S.F. = 23 SPACES
EXISTING STORAGE STRUCTURE
131 TOTAL PARKING SPACES REQUIRED
147 PARKING SPACES SHOWN EXISTING
INCLUDES 5 HANDICAP SPACES
ADDITIONAL NEW PARKING IS NOT PROPOSED
PARKING LAYOUT SHOWS SPACES IN EXISTING PAVED AREAS
Storm Drainace
TEST PIT DATA
0-0.5 FEET TOP SOIL
0.5-2.5 FEET FINE YELLOW SAND / TRACE SILT
2.5-4.0 FEET MEDIUM BROWN SAND
4.0-6.5 FEET MEDIUM TO COARSE SAND W/ SMALL STONES
6.5-10.OFEET COARSE SAND / GRAVEL
NO GROUND WATER ENCOUNTERED
PERCOLATION RATE: 0-5 MINUTES /INCH
NO NEW STORM DRAINAGE IS PROPOSED.
EXISTING DRYWELL IN AREA OF NEW ADDITION
TO BE RELOCATED.
WATER OFF ROOF OF NEW ADDITION TO BE CAPTURED
WITH GUTTER AND LED TO RELOCATED DRYWELL.
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SITE PLAN
SITE DETAILS
ELECTRIC SERVICE TO NEW ADDITION! TO BE FROM EXISTING FURNITURE STORE SERVICE
NEW TOILET FACILITIES ARE PROPOSED.
DATE
60603
si�.