2004-072 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Penn it Number. P20040072 Date Issued: Friday, October 22, 2004
This is to certify that work requested to be done as shown by Permit Number P20040072
has been completed.
Tax Map Number: 523400-302-007-0001-021-000-0000
Location: 696 GLEN St
Owner. GLENS FALLS NATIONAL BANK & TRUST CO
Applicant: GLENS FALLS NATIONAL BANK & TRUST CO
This structure maybe occupied as a:
By Order of Town Board
Commercial.Addition TOWN OF QUEENSBURY
Commercial Alteration
r:2)J, w
Director of Building&Code gifforcel&nt
Tom, TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040072 Application Number: . A20040072
Tax Map No: 523400-302-007-0001-021-000-0000
Permission is hereby granted to: CTLENS FAT,T,S NATTONAL BANK & TRITST CO
For property located at: 696 GLEN St
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: GLENS FALLS NATIONAL BANK
Commercial Addition $700,000.00
250 GLEN St
Commercial Alteration
GLENS FALLS, NY 12801
Total Value $700,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
ADIRONDACK CONSTRUCTION
73 MOHTCAN STREET
GLENS FALLS_ NY
Plans&Specifications
2004-072 GLENS FALLS NATIONAL BANK TRUST CO.
1200 SQ FT ADDITION AND 1010 SQ FT ALTERATION
$289.26 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, March 25, 2005
(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 To of Q ensb W 4r " a March 25, 2004
a
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Town of Queensbury 742 Bay Road, tueensbury, NY 12804
BuBding & Code Enforcement Building Permit#7vA7 o 7—
Phone:(518)761-8256 Dater
Fax: (518)745-4437
Email: codcs@qum&s&".net
Dear f 1� 7
Your budding permit application has been reviewed and found to be deficient in the following are=
_G
f 1 ED EM E C "
�\ —
R-
These details need to be added to or noted on both sets ofpmans. Please feem -ee to contact this office with any questions
regarding this ratter.
CO FF10E
4lSueHemingmy\Buildimg-PumiLFORMSWefxient buj ns Tan 3003.doc
i
No. Topic Code Page Required Actual
Section No. or Allowed
30. Mechanical Code
Ventilgtion Rates MC-Table 403.3 24
Propane Below Grade MC-502.8.10.1 31
Dryer Exhaust MG-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 Spacesr-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 63
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
3 . 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
Complia aired
No�a/
JAM OD Page 6 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
Fire Protection Equipment
Central Station Monitoring FC-901.9 52
Sprinkler Systems FC-903 55
Other Exhngushing 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+Zavef FC-907.4.1 `l0'i•9 72;73
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
"'�Sel" FC-9o3.2"/u.
29. Plumbing Code
Fixture Count (r' PC-Table 403.1 21
NkMS � + /�I 3troct S,_1A
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 Admitt PC-917 67
Note
JAM
Page 5 of 10
"-7
t
No Topic Code Page Required Actual
Section No. or Allowed
2 . Structural
"Snowp�oading—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 (calc.) BC-1609 297
Roof
Walls
Windows
Seismic Loading (calc.) BC-1614 315
Foundation Depth BC-1805.2 398
Interior Finishes BC-Table 803.4 161 s
23. Swimming Pools BC-3109 6
24. Sun Rooms BC Appendix 1 693
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 BC-1104.1 . 238
Entrance BC-1105.1 239
#of Sleeping Rooms BC-Table-1"107.6.1.1 241
Dwelling Units BC-1107.6.2 241 ���►vr�� el/'1
Toi t Facilities BC-1109.2 2
ervice Counters BC-1109.12.3 2
o efuge BC-1003.2.13.5 207
Signage
Supplemental HC Req'mts Appendix E 681
27. SPECIAL INSPECTIONS BC-1704 379
Notes:
-Q JmrVC5 61ttr
JAM
Page 4 of 10
at
Binding :Permit Applicion CEI
VED
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensb
761-8256
A pernut must be obtained beforabeginnmg construction. Permit File No.. TOWN OF QUEENS I URY
No uispection will do made until apphcant has rcoeivcd"a Feo'Paid AND CO E
valid building permit. All:appliearits' spaces on this' Rec:Fee Paid
application:nustbe�completed andmustappear on-the Bed ewed By:
applioatios form.
AQ1r2-l�E.1Y ��IG CL��:i�f: Owner 6VJ� �1�Ltri �l
Applicant: . "
Address- Address r;� GI"J
Phone#( )' - a Phone.#
P=o o Location:" LotNumbert.. / House:Number. f l`
P �y .�.
Subdivision Name: WA6 TaxM4p'Number: +3n*2g 7 _.I -.1
o New.Building: residence /commercial 'Estiinated Market"Value of Construction:
Addition :asn3enec/ commercial If=Addition,what wi11 use.of new addition be7 �.
Alteration ��eaee-/ commercial � tc" �_.
O No change to exterlor'slze::-r as.idonce.,,, com :1 .�
o Otl'02work(doscribo ) '
C 00. ecupancy. tiformation 1'.Floor 2° ;Floor Other.floor Total'
"Below sq.ft: at. Square Feet ;
yam` A► '
o , Single:faattly dwellin"'; �
o �:Two�famil dwellin- _
a Towrihouae
O
o NtultlfarAU dwelling:
#of units
o Morcaatilo
:,� Mariufactntiri - �.
0 1 Car Q'�1CC�lP.t� $C . 6`J
--- 0 2 Car detached garage'-
a 3 car.detached
a 1 COMAttached:garage
e 2 car Mttaehed garage
o 3 car attaclxed garage:
LA
o . Storage btulding;-
commereial l e
o =Storage building
_residential
o Other
What is' proposed height of the structure; feet i inches
of
Will any see ond=hand or ungraded lumber be used?' If so,for what?
�a
e of Heatin` S stemr electric:/=oil / - : s wood ,, forced hot air,/ asebo
S. Y- ga, ar other:
Numbcr'of Fit,enhcces.to be'installed, .� Number of Wooer:to ba installed
List below the::person(s)'responsible'for sixpervision"of work as"regards-to'building codes:
Name: Address Phone Number L
Builder , v
Plumber. : — '
Mason
- El'ectncian_
Declaration: please sign below after youhave carefully read the statement:
To the:best ofmy kaowladga the statements contained in this appl�04ti on,together with the plans.and specifications
submitted,are a tiuo and complete statement of all proposed work to bo:dono cn the described-promises andthat all
provisions of the Building Code,the Zomng 9rdmance.and all"other lays pertainuig to'the proposedvork shall.`:be complied
with,whether aped led*noted,and.that suclrwork is authorized by the owner; Portlier,it is understood that: we shall
submit;prso;,to.a Certificate of Occupancy or Cerhficafe of Compliance being issued,as requested-by the Zoning
Admiiiistrator,`or Director of l3uildin odes,an ;by a licensed surveyor;'drawn:to scale,,showing actual
location of all'new cons n ,
Signature. owner,owner's agent,architect,contractor
Commercial Final Inspection Report i
Office No.: (518) 761-8256 Date Inspection re est r eiv d
Queensbury Building&Code Enforcement Arrive: I., r Depart: E am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's it
NAME:( ---��� ����,. '; <5��c )��-1 �.� PERMIT
LOCATION: '—� `"` DATE:
� t
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 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/Other Floors 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
Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors
> 10%> 1000 s . ft.
3/4 Hour Corridor Doors &Closers
Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
Ceiling Fire Stopping, 3,000 s . ft.Wood Frame C
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan,if required
Elevator Operation and Signage h Sealed
Handicapped Bathroom Grab Ba 'Sinke Toilets
Handicapped Bath/Parking Lot Si na e
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 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 AMLL:\PamW\Building&Codes\Commercial Final Inspection Report.doc
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection re est eceiv
Queensbury Building& Code Enforcement Arrive: m/p ,pa a pm
742 Bay Road, Queensbury, NY 12804 Inspector's Init*als-
NAME: io i - PERMIT#: �y
LOCATION: INSPECT ON: �
TYPE OF STRUCTURE: l ,
Framing Y N N/A COMMENTS
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 %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
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 % 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
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request ce ved-
Queensbury Building& Code Enforcement Arrive: m e rt: a
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i
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
1 % inch min. Drain Size
Washing Machine Drain 2 inch min.
Bead 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
Coo er, CPVC,Pex One and Two-Family
nsulation/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
LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003
\ Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection req4a<r c edy:
Queensbury Building& Code-Enforcement Arrive: espl�
rt; '- aIn/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Imtia
NAME: �� PERMIT#: , —o
LOCATION: �� L} �,�� (� �, � INSPECT ON: --
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
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 %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 wallL
` U
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
L:\Suel-lemingway\Building.Codes.I»spection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Rough Plumhin / Insulation I g g Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: /Y, am/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT #: (D — 0 7o�
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
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
0o er, CPVC,Pex One and Two-Family
Afisulation/Residential Check/ Commercial Chec ).
Proper Vent, Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air S!!pply for Furnace
Duct work sealed properly/No duct tape
COMMENTS: // Ire
e's� S✓�r�"= V�//Jf/65 �" G/'�k'�,t C�o i✓:�l�l`'
LASueHemingwey\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003
Framing / Firestopping Inspection Report 0 /0
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: 9e�i,_ am/pm Depart: ani/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 9,)
NAME: ' CP_txnJ, PERMIT
LOCATION: INSPECT ON: - —
TYPE OF STRUCTURE:
Y raming N N/A COMMENTS
Ake
Jack Studs/H ders
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
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 p
Penetration sealed
16 inch insulation in cavity min. Cep `G�
Garage Fire Separation �`, ef
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
I_ASueFlemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
t �
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection re est c 'v
Queensbury Building& Code Enforcement Arrive: in/ epart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Im a
r
NAME: CaF ►'�i I��A� G3��1� PERMIT#: c)t,
LOCATION: L INSPECT ON:
TYPE OF STRUCTURE: R DO-/ —
Y N N/A Framing COMMENTS
Jack Studs/Headers �—�=� � F��,-t ARCH/ E.k-c
Bracing/Bridging �pQ o ,
Joist hangers �11--C-, -b` 9-0CV0?--N QAMoi�L
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
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
L:\SueHemingway\Building.Codes.Inspection.FORMS\Frraming Firestopping Inspection Report.doc January 28,2003
RECEIVE®
AUG G 9 2004
CRANDELL TOWN OF QUEENSBURY
BUILDING AND CODE
ASSOCIATES
ARCHITECTS and FACILCIY PLANNERS,P.C.
August 6,2004
Building&Code Enforcement
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Attn: John O'Brien
RE: Glens Falls National Bank
Branch Renovations
696 Upper Glen Street
Queensbury,New York
Gentlemen:
The'structural framing of the.additions for the above project has been constructed per the
Contract Documents,with the exception of substitution of welded connections for indicated
bolted intersections. These substitutions were made to facilitate job conditions and were
reviewed by Clark Engineering,PC;the project structural engineer.
Please contact me at 793 5144 if you have any further questions.
Sincerely,
Curtis D.Dybas
Cc: Kris Johnson,Adirondack Const.
■
P.O.BOX 229,5 GROVE AVENUE
GLENS FALLS,NEW YORK 12801
PHONE 518.793.5144
FAX 518-793.0214
info@cmndellpc.com
Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Insp ction request received: 9/1 4
Queensbury Building&Code Enforcement Arrive: ' am/ m Depart: am/pm
742 Bay Road, Queensbuzy,NY 12804 Inspector's Initials:
NAME: \ A �l l t�. '� `1�1Q�L�L PERMIT
LOCATION: (a (y _ Orn. INSPECT ON: MIN c - 1111 00 3►x.
TYPE OF STRUCTURE: Alfp��LE'
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
Copper Commercial
Copper, CPVC,Pex One &Two Family �J
sulation/Residential Check/Commercial Check
Proper Vent,Attic Vent rJ 1✓�;�°r �r �
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection r que r ei ed:
Queensbury Building&.Code Enforcement Arrive: ani/ Depart: an
742 Bay.Rd., Queensbury,lvl' 12804 Inspector's Ini 'als•
NAME: ERMIT#: y L�
LOCATION: _ INSPECT ON:
TYPE. OF STRUCTURE:
Comments
____ -------- __ 4' N N/A
Footings �^
Piers
"Mono Slab
R ' forcement 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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper —
. dation Insulatio . me '— Exterior
Rough Grade 6 inch drop within 10 ft.
L:\SucHemingway\Building.Codes.Inspcetion.FORMS\foundation Inspection Report.doc January 28,2003
`Q*'�J'T i�U
Framing / Firestopping Inspection port
Office No. (518) 761-8256 Date Inspection quest ceiv
Queensbury Building & Code Enforcement Arrive: am/p part: _ a
742 Bay Road, Queensbury, NY 12804 hispector's Ini ial
l�
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: I
Y N N/A Framing COMMENTS
� �. �
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 %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 y �
Fire separation 1, 2, 3 hour
- V ire wall 2, 3, 4 hour
Firestopping
Penetration sealed 7,
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
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date InspectionrERMIT
iv d:
Queensbury Building&.Code Enforcement Arrive: Depart: _ - a
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi
NAME: Cc�-� \ � : _ v
LOCATION: _ter' ��� � - _ II�TSPECT ON: 7
TYPE OF- STRUCTURE:'
Comments
Footings
Piers
Monolithic Slab f
rcement 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 Dampproofing
Foundation/Waterproofing
Type of Dampproofing i Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
F undation Insulation Interior/Exterior eV .
R
Rough Grade 6 In drop within 10 ft.
L:\SueHcmingway\Ruilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection re est c 'v d:
Queensbury Building&Code Enforcement Arrive: pm Depart: an.
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi
NAME: G��r RMIT#: Ll /
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/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofmg/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
Gvt
C/ ast/Copper
r
undation Insulatio Irate ' /Exterior
R- o \U
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003
l
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspecti n r t eive .
Queensbury Building&Code Enforcement Arrive: ; '� Depart: "_ a fi
742 Bay Rd., Queensbury,NY 12804 Inspector's In '
NAME: l v ( RMIT
LOCATION: rv` _ INSPECT ON:
TYPE OF STRUCTU I
Comments
Y N NIA
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 h urs following the placement
of th oncrete.
aterials for this purpose on site.
oundation/Wallp our
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofmg/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 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.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Insle e c i ed:
Queensbury Building&Code Enforcement Arrive: Depart:742 Bay Rd., Queensbury,NY 12804 InspectoNAME: _ CR, RMIT#:LOCATION: PECT ON: --
TYPE OF STRUCT .
Comments
Y N N/A
Footings
Piers
Monolithic Slab
;Reyinlfcement in Place
contractor is responsible for
ving protection from freezing
forP8 hours following the placement
of he concrete.
aterials for this purpose on site.
F undation/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
Bacicfill 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.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
9 o�.
Office No. (518) 761-8256 Date Inspection request eceived: tva & /0 o 4
Queensbury Building&Code Enforcement Arrive: am/ Depart: pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: �L �_ PERMIT
LOCATION: <o ter INSPECT ON:
TYPE OF STRUCTURE: ; 1, t '�7
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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re uest r cei e _
Queensbury Building&Code Enforcement Arrive:" m/pm Depart: a a m'
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi ls:
NAME: To:
LOCATION: SPECT ON: —
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
enforcement 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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHeniingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
A-2i
Rough Plumbing / Insulation Inspection Report 0
Office No. (518) 761-8256 Date Inspection re est rece- e .
Queensbury Building&Code Enforcement Arrive: rt: a m
742 Bay Road, Queensbury,NY 12804 Inspector's Init r
NAME: 1` PERMIT
LOCATION: INSPECT ON: — �Cf
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
Copqzr
Commercial `� Rn
per, CPVC,Pex One &Two Family 4` ��-
sulation/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:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection rerec. /
Queensbury Building&Code Enforcement Arrive: aepart: y a m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial
NAME: Un 7�n P
LOCATION: INSPECT ON: . — --0
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.
Ma als for this purpose on site.
F dation/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
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.FORMS\Foundation Inspection Report.doc January 28,2003
3
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection requ t r ei
Queensbury Building&Code Enforcement Arrive:C �" a Depart:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia
NAME: P RMIT#:
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
o e concrete.
aterials for this purpose on site.
oundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sulnp
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Bacicfill 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.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: -am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: �� I c�, �,�r�� PERMIT#:
LOCATION: L 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/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inc es above footing
nil poly for wet areas under slab
B'ackf"ill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
USueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection!SPECT
ues rec iv
Queensbury Building&Code Enforcement Arrive: /pI Depart: am/
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi
NAME: L" '� �mG� 5—�'�11 #: �"�
LOCATION: — ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
ootings .
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 roil 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.
LASuellemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doe January 28,2003
Rough Plumbing / Insulation Inspection Report wnh
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: P,%(� am/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: -—
(;;A -- 7
NAME: Q, a PERMIT #:
LOCATION: INSPECT ON: S— (p-C)C�
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1, R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plugg6g Vent/Vents in Place
jb5ugh 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
Cooper, CPVC,Pex One and 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/No duct tape
COMMENTS:
,lam
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: `F
Queensbury Building&Code Enforcement Arrive: ' am/pm Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: C��N�`i' PERMIT#: Z' /
LOCATION: &9& INSPECT ON: J l G
TYPE OF STRUCTURE: / 0(1�f old
ro c
Comments
Y N N/A
ootin s
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.
LASuelIemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
L
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Inspection re est r ce' e .
Queensbury Building&Code Enforcement Arrive: a pm Depart: a111"p,
742 Bay Road, Queensbury,NY 12804 Inspector's Initial
NAME. G,V PERMIT#:
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.—3 8 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/Other Floors 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
Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors
> 10%> 1000 s . ft.
3/a 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 Signage Assembly Space
Final Electrical
Site Plan/Variance re uired
Final Survey,New Structure/Flood Plain certification,if re .
As-built Septic System Layout Required or On File
BuildingNumber or Tenant Address on Buildingor Drivewa
Water Fountain or Cooler
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
Foundation I ection Report
Office No. (518)761-8256 Date Inspection req est ec ved• I o
Queensbury Building&Code Enforcement Arrive: a p /De rt: m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials
NAME: C ��� 1� � PE IT#: � '
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/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofmg/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
1.2 inch width
6 inches above footing
,poly for wet areas under slab
ac:_,all ,pprovaI
01
Plumbing Under Slab
PVC/Cast/Copper
'Ij Foundation Insulatio Interior xterior 1
R- ;� =
Rough Grade 6 inch op within 10 ft.
L:\SueHemingway\Bui]ding.Codes.Inspection.FORMS\Foundadon Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection Aa
1: 1 S OS
Queensbury Building&Code Enforcement Arrive: Depart:742 Bay Rd., Queensbuiy,NY 12804 Inspector's InitiNAME: �" ���
LOCATION: & S INSPECT ON: G
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/Wallpour
Reinforcement in Place
Foundation Danipproofing
Foundation/Waterproofing
Type of Dampproofmg/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
umbing der Sla
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
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# y`i�07 INSPECTION ON: l
Name: 0�
,2 AM /PM /.ANYTIME
Location:
�y°"
APPROVED /
N/A, YES NO ZCOMMENTS
EXIT ACCESS
EXIT ENCLOSURE
EXIT DISCHARGE
MAIN AISLE WIDTH �6 Gu
SECONDARY AISLE WIDTH
EXIT SIGN-NORMAL
EXIT SIGN-BATTERY I A"lCi R L
EMERGENCY LIGHTING
FIRE EXTINGUISHER HUNG
FIRE EXTINGUISHER
INSPECTION
FIRE EXTINGUISHER HYDRO
FIRE ALARM SYSTEM
FIRE ALARM -FAN SHUTDOWN
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION-KITCHEN
FIRE SUPPRESSION-GAS
ISLAND
HOOD INSTALLATION
INTERIOR FINISHES
STORAGE
COMPRESSED GAS
CLEARANCE TO SPRINKLERS
CLEARANCE TO ELECTRICAL
ELECTRIC WIRING ENCLOSED
COMBUSTIBLE WASTE
VEHICLE IMPACT PROTECTION
FIRE LANE
F.D.SIGNAGE-UTILITY ROOMS
NO SMOKING SIGNS
MAXIMUM OCCUPANCY SIGN
EMERGENCY EVAC PLAN
OK THIS DATE K R O NOT OK
INSPECTED BY
COMDEVICHRISJ/WORD/LETTERS2001/FIREMARS HALINSPECTIONREPORT11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
Commercial Final Inspection Report
Office No.: (518)761-8256 Date Inspection request r
Queensbury Building&Code Enforcement Arrive: Z zo a Depart: am/
742 Bay Road, Queensbury,NY 12804 Inspector's Initials. _
NAME: PE #:
LOCATION: �(p �-���f� � ( 1=\ DA q - \lo - Zeoy\
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location o c-c-
Plumbing Vent Through Roof 6"/Roof Complete
Exterior Finish Grade Complete 6"in 10' or Equivalent 't
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/Other Floors 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
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors
> 10%> 1000 s . ft.
3/a 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
Handica ed Ba oom Grab Bars/Sinks/Toilets
Handicapped Bath Parkin Lot i 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 Signage Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if reg.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway
Water Fountain or CoolerM\ �
Building Access All Sides by 20' /DrivkAble Surface 20' wide
`Oita To Issue Te . r Permanent C/O
ssu
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
• Pioneer Elevator Inspection Services
CHECKLIST FOR INSPECTION OF HYDRAULIC ELEVATORS
GENERAL NOTES:
(a)See ASME A17.2-2001 for detailed inspection information on each item number. ®®�
(b) OK = meets requirements; NG = insert number to identify comment on back of '
Checklist; NA = not applicable.
,:.Address. G �P N 5 ra i --- ❑ Routine inspection -a nd to Q�EE os
�t'CsL 0P,0 E Acceptance inspection 2 C(Eiv S�. ❑ Periodic inspection_and to
❑ ��'
o F-ENs-emu P-u N q ( a�0
ASME A .1-2000
,ID No: �o o 4oq e/V7 Code Edition:
Andrew rew am ey Jr.
Inspected by:
int
gJ Passenger Rated load: 02l 0 o Signatur Date: -1-�T -�
❑ Freight class Speed: 10U QEI NoC-2985 Certifyin organization. S
STAX+:�i)+Ct 360 P5t
\RU N IUINCt f-{op pSy ►=u11 LORD OK NG NA
% PASS `00 p`� % 1=u11 j-,,A.D OK NG NA
y
1 ELEVATOR-INSIDE OF CAR _ _ _ _ _ 2.35--Supply-line-and shutott valve-- -- �J- ,❑ -❑
1.1---Door reopening device [)K ❑ ❑ 2.36 Hydraulic cylinders 9 ❑ ❑
1.2 Stop switches 15?l ❑ ❑ 2.37 Pressure switch ❑ ❑ .®
1.3 Operating control devices 4 ❑ ❑ 2.39 Roped water hydraulic elevators ❑ ❑ jZJ
1.4 Sills and car floor N ❑ ❑
1.5 Car lighting and receptacles 91 ❑ ❑ 3 ELEVATOR-TOP OF CAR
3.1 Top-of-car stop switch X ❑ ❑
1.6 Car emergency signal IN ❑ ❑ 3.2 Car top light and outlet ® Cl ❑
1.7 Car door or gate �1 ❑ ❑ 3.3 Top-of-car operating device 9 ❑ ❑
1.8 Door closing force 1 ❑ ❑
� 3.4 Top-of-car clearance and refuge space ❑ ❑
'1.9 Power closing of doors or gates ❑ ❑
1.10 Power opening of doors or gates JR El El3.5 Normal terminal stopping device ❑ ❑
3.6 Final and emergency terminal stopping 14 ❑ ❑
1.11 Car vision panels and glass car doors ❑ ElX , .
devices
1.12 Car enclosure 9 ❑ ❑
1.13 Emergency exit � ❑ 3.7 Car leveling and anticreep devices � ❑ El
❑ 3.8 Top emergency exit X ❑ ❑
1.14 Ventilation ❑
1.15 Signs and operating device symbols X) El 3.9 Floor and emergency identification ❑ ❑
numbering
1.16 Rated load, platform area, and data plate 9 ❑ ❑ 3.10 Hoistway construction liq ❑ ❑
1.17 Standby power operation ❑ ❑ PS 3.11 Hoistway smoke control ® ❑ ❑
1.18 Restricted opening of car or hoistway ❑ ❑ 9 3.12 Pipes,wiring,and ducts ❑ ❑
doors 3.13 Windows, projections,recesses,and ❑ ❑
1.19 Car ride PC ❑ ❑ setbacks
2 ELEVATOR--MACHINE ROOM 3.14 Hoistway clearances ❑ Cl
2.1 Access to machine space ❑ ❑• 3.15 Multiple hoistways ❑ ❑
2.2 Headroom 9 ❑ ❑ 3.16 Traveling cables and junction boxes ❑ ❑
2.3 Lighting and receptacles 54 ❑ ❑ 3.17 Door and gate equipment__ ..___ -_ _,� ❑-- ❑
2.4 • Machine space_ 3-18 Car frame and stiles ❑ ❑
2.5 Housekeeping ❑ ❑ 3.19 Guide rails,fastenings,and equipment ® ❑ ❑
2.6 Ventilation ❑ ❑ 3.20 Governor rope ❑ El (�
2.7 Fire extinguisher ,® ❑ ❑ 3.21 Governor,releasing carrier Cl ❑
2.8.; _Pipes,wiring,and ducts ,� ❑ ❑ 3.22 Wire rope fastening and hitch plate ❑ ❑
2.9 Guarding of exposed auxiliary equipment 0 ❑ ❑ 3.23 Suspension rope ❑ ❑ 19
2.10 Numbering of elevators, machines,and ❑ ❑ 3.30 Speed test In. ❑ ❑
disconnect switches 3.31 Slack rope device-roped-hydraulic ❑ ❑
2.11 Disconnecting means and control ❑ ❑ elevators installed under A17.1b-1989
2.12 Controller wiring,fuses,grounding, etc. ❑ ❑ and later editions
2.13 Governor,overspeed switch,and seal ❑ ❑ to 3.32 Traveling sheave-roped-hydraulic ❑ ❑
2.14 Code data plate 05 ❑ ❑ elevators installed under A17.1b-1989
2.30 Hydraulic power unit in ❑ ❑ and later editions
2.31 RAlief valves El El
3.33 Counterweight ❑ ❑
2.32 Control valve 29 ❑ ❑ 4 ELEVATOR-OUTSIDE HOISTWAY
2.33• Tanks 91 ❑ ❑ 4.1 Car platform guard ) ❑ ❑
2.34 Flexible hydraulic hose and fitting ❑ ❑ 19 4.2 Hoistway doors ❑ ❑
assemblies
This Checklist,A05007,may be obtained from the ASME Order Dept.,22 Law Drive,Box 2300,Fairfield,NJ 07007-2300 IIUIu1111U�I���IIAII�
(12/01) "' A05007
CHECKLIST FOR INSPECTION OF HYDRAULIC ELEVATORS (Back)
OK NG NA OK NG NA
4.3 Vision panels ❑ ❑ 5.6 Governor rope tension device ❑ ❑
4.4 Hoistway door locking device je, ❑ ❑ 5.7 Car frame and platform )9L ❑ ❑
4.5 Access to hoistway J, ❑ ❑ 5.8 Car safeties and guiding members- ❑ ❑
4.6 Power closing of hoistway doors ❑ ❑ �@3 including roped-hydraulic elevators
installed under A17.1b-1989.and later...
4.7 Sequence operation ❑ ❑ editions
4,8 Hoistway enclosure �!s .❑
4.9 Elevator parking device ;@" ❑ ❑ 5.11 Plunger and cylinder Cl ❑
4.10 Emergency doors in blind hoistways ❑ ❑ 5.12 Car buffer ❑ ❑
4.12 Standby power selection switch ❑ ❑ 5.13 Guiding members ❑ ❑ .
5 ELEVATOR-PIT
5.14 Supply piping ❑ ❑
'
5.1 Pit access, lighting,stop switch, and ❑ ❑ 6 ELEVATOR-FIREFIGHTERS'SERVICE
condition 6.1 ❑ A17.1b-1973 through A17.1b-1980 ❑ ❑ ❑
5.2 Bottom clearance, runby, and minimum ❑ ❑ 6.2 ❑ A17.1-1981 through A17.1b-1983 ❑ ❑ ❑
refuge space 6.3 ❑ A17.1-1984 through A17.1a-1988 and ❑ ❑ ❑
5.4 Normal terminal stopping devices ❑ ❑ A17.3
5.6 Traveling cables Kj ❑ ❑ 6.4 ❑ A17.7b-1989 through A17.161-2000 ❑ ❑
Comments: --- - - -
65: eve OP_ E C'Cf`oTANCE �A.,spP-ciroru t4A),b
y L L Lo,4
IW-1 1-1 - .
Commercial Final Inspection Report
Office No.: (518)761-8256 Date Inspection req t r eiv
Queensbury Building&Code Enforcement Arrive: p ; Depart: -0 am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's In r
NAME: 6p,tjTERMI 2-00-1
LOCATION: DATE — ► 57 0
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 ��
b Lo n
Interior/Exterior Banisters 4 in. Spacing Platform/Decks A Q c�
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 1111L�� ���
Vestibules For Exit doors>3000 s . ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if re
Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv.
Gas Valve Shut-off Exposed&Re_u Above Grade
Floor Bathroom Watertight/ tiler Floors Oka ���
Relief Valve,Heat Trap/Water emp. 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
Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors
> 10%> 1000 s .ft.
3/a Hour Corridor Doors&Closers
Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors V U Ea M,LA A
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 f-r-egxir
E�x%di�,-a
eration a S haft SealesW
Hd Bathroom Grab Bars/Sinks/Toilets
,Handicapped Bath Parking Lo SigDage
Public et 1Zoom Handica ed ccesslble
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 Acce�s-Al_Side by 20' /Driveable Surface 20' wide
Okay To Issu6 Tem Permanent C/O
Okay To Issue
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
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CRANDELL
ASSOCIATES
AACHITFC7S and FACII.IIY PLAWTIFAS.P.0 /�) y, ► J'�
P.O.BOX 229,5 GROVE AVENUE
GLENS FALLS,NEW YORK L2801
PHONE 51&793.5144 FAX 518-793-0214
1v
�D
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# D L� INSPECTION ON:
Name: "�-ti-` ( I AM)
M PM ANYTIME
Location: V
APPROVED
N/A YES NO COMMENTS
EXIT ACCESS
EXIT ENCLOSURE
EXIT DISCHARGE �
MAIN AISLE WIDTH. t L ci
SECONDARY AISLE WIDTH L S A14 h W-1
EXIT SIGN—NORMAL
EXIT SIGN-BATTERY .
EMERGENCY LIGHTING
FIRE EXTINGUISHER HUNG
FIRE EXTINGUISHER
INSPECTION
FIRE EXTINGUISHER HYDRO
FIRE ALARM SYSTEM
FIRE ALARM -FAN SHUTDOWN .
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION-KITCHEN
FIRE SUPPRESSION-GAS
ISLAND
HOOD INSTALLATION
INTERIOR FINISHES' :.
STORAGE
COMPRESSED GAS
CLEARANCE TO SPRINKLERS
CLEARANCE TO ELECTRICAL
ELECTRIC WIRING ENCLOSED
COMBUSTIBLE WASTE
VEHICLE IMPACT PROTECTION
FIRE LANE
F.D.SIGNAGE—UTILITY ROOMS
NO SMOKING SIGNS
MAXIMUM OCCUPANCY SIGN
EMERGENCY EVAC PLAN
OK THIS DATE FOR CO (tOT DOK
INSPECTED BY
COMDEVICHRISJMORDILETTERS20011FIREMARSHALINSPECTIONREPORT11022001
WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY
1
ow
Town of Queensbury
Fire Marshal's Office
742 Bay Road 4' lO AJ 5"�&0 0
Queensbury, NY 12804 , r T ,
Phone (518) 761-8205 Fax(518) 745-4437 Iv
Fire Marshal's Inspection Report
Request SCHEDULE Q J
Received: Permit# ��� _��� INSPECTION ON:
Name: mo— ) +
PM ANYTIME
Location:
APPROVED
N/A YES NO COMMENTS
EXIT ACCESS
EXIT ENCLOSURE X Pvtt eA �f7
EXIT DISCHARGE
MAIN AISLE WIDTH
SECONDARY AISLE WIDTH
EXIT SIGN-NORMAL xw D
EXIT SIGN-BATTERY
EMERGENCY LIGHTING
FIRE EXTINGUISHER HUNG
FIRE EXTINGUISHER `
INSPECTION
FIRE EXTINGUISHER HYDRO v
FIRE ALARM SYSTEM ,nfl � t p
FIRE ALARM -FAN SHUTDOWN ` �h 4,t /V e &4-o vc
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION-KITCHEN
FIRE SUPPRESSION-GAS
ISLAND
HOOD INSTALLATION I
INTERIOR FINISHES STORAGE X 04 - � - lA �1�t- � �r
lt'V
COMPRESSED GAS
4aAAil"
� �
CLEARANCE TO SPRINKLERS
CLEARANCE TO ELECTRICAL xCv, 4 1�0 I -�(o Q
ELECTRIC WIRING ENCLOSED l
COMBUSTIBLE WASTE
VEHICLE IMPACT PROTECTION
FIRE LANE
F.D.SIGNAGE-UTILITY ROOMS '
NO SMOKING SIGNS
MAXIMUM OCCUPANCY SIGN
EMERGENCY EVAC PLAN
O T IS DATE OK CO NOT OK
JcS
INSPECTED BY
COMDEVICHRISJIWORDILETTERS20011FIREMARS HALINSPECTIONREPORT11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
e.�
Town of Queensbury
Fire Marshal's Office f Q
742 Bay Road /
Queensbury, NY 12804
Phone (518) 761-8205 Fax(518)745-4437
Fire Marshal's Inspection Report
Request y 1`1_ 0 SCHEDULE _!I
Received: 0- IS-O `\ Pennit# I INSPECTION ON: IName:
�� C �1__T- - U � M PM ANYTIM h 1 1� r�1 _�- j
Location:
APPROVED
N/A. YES NO COMMENTS
EXIT ACCESS
EXIT ENCLOSURE
EXIT DISCHARGE
MAIN AISLE WIDTH
SECONDARY AISLE WIDTH
EXIT SIGN-NORMAL A`�
EXIT SIGN-BATTERY x
1 V
EMERGENCY LIGHTING o `�
FIRE EXTINGUISHER HUNG u
FIRE EXTINGUISHER
INSPECTION
FIRE EXTINGUISHER HYDRO 5
FIRE ALARM SYSTEM
FIRE ALARM -FAN SHUTDOWN (y h
FIRE SPRINKLER SYSTEM W
FIRE SUPPRESSION-KITCHEN
FIRE SUPPRESSION-GAS !�t�
ISLAND Ix
HOOD INSTALLATION
INTERIOR FINISHES x 1
STORAGE
COMPRESSED GAS
CLEARANCE TO SPRINKLERS
CLEARANCE TO ELECTRICAL
ELECTRIC WIRING ENCLOSED
COMBUSTIBLE WASTE Q�
VEHICLE IMPACT PROTECTION U 1
FIRE LANE X11
F.D.SIGNAGE-UTILITY ROOMS 1'� j 1
NO SMOKING SIGNS 0)1
MAXIMUM OCCUPANC
Y SIGN
EMERGENCY EVAC PLAN r ,
ap
K o
O IS DA - K FOR CO NOT OK
IN
COMDEVICHRISJNVORDILETTERS20011FIREMARSHALIN CTIONREPORT11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
NAC) --
r
AFT COPY
(3/21103) ® t �
CHECKLIST
NYS BUILDING'CODE(BC) Building: G\_e%Qb
NYS FIRE CODE (FC) t�
NYS PLUMBING CODE (PC) Location:
NYS MECHANICAL CODE (MC)
NYS FUEL GAS CODE (FGC) Date: -z— — Z�5 —CIA—
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-1603.1.6 285
3 Separated or Non-Separated BC-302.3 18
Occupancies*
4 Occupancy BC-302 17 13
5 Type of Construction BC-Table 601 81 'Z 3
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
JAM
Page 1 of 10
M1
No. Topic Code Page Required Actual
Section No. or Allowed
9. Heights & Building Areas
Maximum Tabular Area BC-Table 503 72
Maximum Tabular Height BC-Table 503 72
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 Summary: . Ht/Area Ht/Area
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) R Fe S®E,S� 31
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;
JAM
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 714.2 101
Fire Blocking BC-716 107
Draft Stopping BC-716.3 108
16. Space 4&
Min. Rm. Dimensions '��° � BC-1207.1 251
Min. Ceiling Height BC-1207.2 251,
17. Ventilation (Nat. or Mech.) BC-1202.1 249
18. Light(Nat. orlMech.) BC-1204.1 250
19. Exits fc(em0tel�ejW `BL 1o0q.�.z•1 A10
Occupancy Load BC Table 1003.2.2.2 201
One Exit Permitted BC Tablel005.2.2 224
Stair Enclosure BC-1005.3.2 224
Emergency Egress BC-1009.1 235
Distance of Travel BC-Table 1.004.2.4 . 220
Aisle Width BC-1004.3-1.1 221
Corridor Width BC-1004.3.2.2 221
Capacity of Exits (calc.)_ BC-Table 1003.2.3 202
Corridor Wall Fire Rating BC-Tablel004.3.2.1 222
Corridor Dead End BC-1004.3.2.3 222
Door Width BC-1003.3.1.1 208
Door Swing BC-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 BC-1003.3.3.E 215
Handrails BC-1003.3.3.11 215
(vws bC /w3;3,2 /'- 1 1 zd
Mcu ifiise 12'wsK LL�d' s �C /aG3.3,3� zrs
JAM
Page 3 of 10
No Topic Code Page Required Actual
Section No. or Allowed
21. Structural f�
Snovp�oading—Ground BC Fig 1608.2 296 CA
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 (calc.) 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 �iae
23. Swimming Pools BC-3109 629
24. Sun Rooms BC Appendix 1 693
R 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 BCA 104.1 . 238
Entrance BC-1105.1 239
#of Sleeping Rooms BC-Table-1'107.6.1.1 241
#of Dwelling Units BC-1107.6.2 241 Pro
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
([Notes:
7. SPECIAL INSPECTIONS BC-1704 379
JAM
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+Z Wef FC-907.4.1 907.9 72;73
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
S-k
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:
/ /c°�c✓l c✓_ �d� .V
'/•�I�ar�.c/� (/tol'rh
JAM
Page 5 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
30. Mechanical Code
Ventilation Rates MC-Table 403.3 24
Propane Below Grade MC-502.8.10.1 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 63
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
._ :D) 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: J2,7,lJ
l
T-.r-z- + SNOW Sif►ie �hg'7
JAM 'JD j'
Page 6 of 10
5 T lark Engineering &_Surveying, ,-,;518 '7.66 5663; Mar• 15-04 '.,5 05PM Pa e 1
Y - - ff'
FMS
FaDl
To: Curt Dybas From--. Jeffrey A. Bak,P.E.
Of: Crandell Associates ire: Structural Calculations
Fax: (515)793-0214 Project: Glens Falls National Bank
Date: 15 March 2004 Pages: 15 Pages including cover sheet
• Comments
Curt,
Attached are structural calculations for the portions of the structure we discussed. (Iflhe-Bu l"diriz
ector has any questions or needs anyfliing else just ask,-or he can always-calI-me directl
Jeffy
-
. FILE COnV
File: G:1YrojectsN2860401\Documents128404'01-07_Doc
I I
20 Shaker Road - P.O. Box 730, New Lebanon:N.Y. 12125 J .
;Sent by: UlarK Engineering & Surveying, ; 51.:8 766 5663; Mar=15=04 5t06PM Fage' 2:
Snow Load.Calculations
Project Name: Glens Falls National Bank
Project Number: 2860401
1608.1 -General Design Loads are per ASCE 7-02
1608.2-Ground Snow Load, Pg (psf)
`r:85 psf Taken from Figure 1608.2 Ground Snow Loads for NYS
1608.3 -Flat Roof Snow Load, Pf(psfl
(Use for roofs having a slope<= 1 in/ft)
11303.1 Exposure factor, Ce
Terrain Category-Taken from 1609.4 (Use either Category 8 or C)
B=Suburban Areas, C=Open Terrain
Ce: 1.0 Exposure Factor-Taken from Table 1608.3.1 Snow Exposure Factor
(Assumes structure is partially exposed)
1603.2 Thermal Factor,-Ct
Ct: :'ltf ;';` `Thermal Factor-Taken from Table 1609.3.2
(Assumes a heated "standard"insulated and heated strucuture)
1603.3 Snow Load Importance Factor
Is: f`t .>y_ Snow Load Importance Factor-Taken from Table 1604.5
(Assumes building category= I )
1603.4 Rain-On-Snow Surcharge Load
(Does not apply when Pf>(Is x Pg)
1603.5 Ponding Instability
(Applies to flat roofs with pitch < 1/4"/ft)
in= 59.5 , psf JPf=0.7"Pg*Ce*Ct*Is
1608.4-Sloped Roof Snow Load, Ps(psf)
(Use for roofs having.a slope> 1 in/ft)
(Determine in accordance with Section 7.4 of ASCE 7-02)
Roof slope lI 3$ on 12= 71.6 degrees
Slope Factor-Taken from figure 7-2 in ACSE 7-02
(Assumes roof structure is not slippery)
Ps= 0.0 , psf Ips =Pf*Cs
Ps is applied to the horizontal projection of the sloped structure
Ps perp = 0 , psf along sloped span of rafter
Clark Engineering &Surveying, P.C. 3/15/2004 2860401-01,xls
m
T IT
c
r
w
rr
3 4 6 8 12 3 4 6 8 12 3 4 6 8 12 cQ
on on on on on on on on on on on on on on on r
12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 m
m
I
r
1.0
PC
50 ! 100\ 37.50 15° Cr
0.8 ,;
\ � r
0.6 , All All \ All
Yr'
\ I Other Surf ces \ Other Surfaces \ Other Surfaces
Cs
0.4 Unobstructbd Unobstructed \ Unobstructed \ Cr
Slippery Surfaces \ . Slippery Surfaces Slippery Surfaces \ rn
,with R.�30" (�.p")for \ rn
Unventilated Roofs \ w
0.2 or R>30'(3.1"') for' \ \
Ventilated Roofs �; \
°F-h-ftbtu \ \
..K-m2/W
0
�l
0 300 60° 900 0 300 600 900 0 300 601) 900
Roof Slope Roof Slope Roof Slope
7-2a:Warm roofs with C1<1.0 7-2b: Cold roofs with C1=1.1 7-2c: Cold roofs with C1=1.2
rn
FIGURE 7-2
GRAPHS FOR DETERMINING ROOF SLOPE FACTOR C,FOR WARM AND COLD ROOFS(SEE TABLE 7-3 FOR C1 DEFINITIONS)
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Zent By: Clark Engineering & Surveying, ; 518 766 5663; Mar-15-04 5:07PM;..:, Page 5.. _
Project Name: Glens Falls National Bank Date: 15.March, 2004
Project Number: 2860401 Calculated by JAB
Material Proncrtics U.N.O.
Beam.Description: :1 — ir— sT�-t c ,htiP4;7 F ,-r -Vj.rr--.+4w framing Lumber:No.]/No.2 SPF
LVIs:F=2,000 ksi,Pb=2,900 psi
Special Conditions: W and M Shapes A992,Fb=50ksi
All Other Steel Shapes A36:Fb=36 ksi
Span: /i�5; ft
Tributary Length: ft E
Loads: Live/ Snow 60 PSF, Wli,e= Plf, = i9,4fi Klf
Dead PSF, Wdead= < Plf, = Klf
Const PSF, Wc,ii51= Plf, = Klf
Sketch:
Use: U)tOK?5
Rends: kips
A max D, 9 in, L/ i
R Ieit R right
r
r -
I
u i i Y
i u
i n u
n
.Sent By, Clark Engineering & Surveying, ; 518 766 5663; Mar-15.-04 5:07P.M, Page.6--.
Title: Glens Falls National Bank Job#2860401
Dsgnr: JAB Date: 1:40PM, 15 MAR 04
Description:Building Addition and Facade Replacement
Scope: Structural Design
Rev: 'E0100
User.KW-0602990.Ver 5.6.1 25-Oct-2002 Page 1
(c)1983-2002 ENERCALC Engineering Software Steed Beam Design
9 9 g:lprojec1s12860401Wructure12 8604 01-01.enr.
Description B1 -entry canopy
Gentaral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements
Steel Section : W10X15 Fy 50.00ksi
Pinned-Pinned Load Duration Factor 1.00
Center Span 15.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.Oksi
Left Cant. 0.00 ft LL&ST Act Together
Right Cant 0.00 ft
Lu:Unbraced Length 0.00 ft
Distributed Loads
#1 '#2 #3 #4 #5 #6 97
DL 0.113 k/ft
LL 0.450 k/ft
ST k/ft
Start Location ft
End Location ft
.ummary Beam OK
Static Load Case Governs Stress
Using:W1 OX15 section,Span=15.00ft, Fy=50.Oksi
End Fixity= Pinned-Pinned,Lu=O.00ft,LDF=1.000
Actual Allowable
Moment 16.256 k-ft 37.933 k-ft Max.Deflection -0.329 in
fb:Bending Stress 14.142 ksi 33.000 ksi Length/DL Defl 2.467.3 :1
ih 1 Fb 0.429 1 Lengthl(DL+LL Defl) 546.3 :1
Shear 4.335 k 45.954 k
fv:Shear StresE 1-887 ksi 20.000 ksi
...hr!Fv - 0.094 : 1 i
Force&Stress Summary
«-'These columns are Dead t Live Load placed as noted-»
DL LL LL+ST LL LL+ST
Maximum Only (�Center (�Center Cants Q Cants
Max.M+ 16.26 k-ft 3.60 16.26 k-ft
Max.M- k-ft
Max:M @ Left k-ft
Max.M @ Right k-ft
Shear @ Left 4.33 k 0.96 4.33 k
Shear @ Right . 4.33 k 0.96 4.33 k
Center Defl. -0.329 in . -0.073 -0.329 -0.329 0.000 0.000 in
Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in
Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in
...Query Defl,@ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in
Reaction @ Left 4.33 0.96 4.33 4.33 k
Reaction @ Rt 4.33 0.96 4.33 4.33 k
Fa calc'd per Eq.E2-1,K'Ur<Cc
I Beam Passes Table B5.1,Fb per Eq.F1-1.Fb=0.66 Fy
Section Properties W10X15 6
Depth 9.990 in Weight 14.98#Ift r-xx 3.953 in
Width 4.000in I-xx 68.90 1n4 r-yy 0.810 in
Web Thick 0.230 in I-yy 2.89 in4 Rt 0.990 in
Flange Thickness 0.270 in S-xx 13.794 in3
Area 4.41 in2 S-yy 1.445 in3
Sent By, dark Engineering- & -Sur.veying, ; 518 766 5663; Mar-15-04 : 5:O8PM; Hage 7
Project Name: Glens Falls National Bank Date: 15 March, 2004
Proj,,ct Ntimber: 2860401 Calculated by JAB
Material Properties U.N.Q.
Beam Description: �ji4 i�t /{p, i/FC- ✓� 7� Framing Lumber:No.1/No.2 SPF
r,cJrb( LV Ls:E=2,000 ksi,Fb=2,900 psi
Special Conditions: W and M Shapes A992,Fb=50 ksi
All Other Stccl Shapes A36:Fb=36 ksi
Span: �, �� ft
Tributary Length: 0%�. ft"'
Loads: Live/Snow_j PSF, Wli„e= eZ) Plf, = Klf
Deady PSF, Wdead Plf, = Klf
Const PSF, Wconst= Plf, = Klf
Sketch:
Use:
Rends �� kips
A max O,w in, U
R teft R right=
i
I
i
Io n
...mi iir./ �'
s5ent by: uiarlc tngineer.ing 4 Surveying, ; 518 766, 5663; Mar-15-04 S:UbtIM;
Title: Glens Falls National Bank Job#2860401
Dsgnr: JAB Date: 1:40PM, 15 MAR 04
Description:Building Addition and Facade Replacement
Scope: Structural Design
Rev: °�0100
User:KW-0602990.Ver 5.6.1;25-Oct-2002 Steed Beam Design Page 11
tcy19a3-2002 ENER ea s9n
CALC Engineering Software n g:lproiectsl2B60401Lslructure%2860401-01.ecw
tns
Description 132 -roof beam adjacent to hoistway
General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements
Steel Section : W1OX15 Fy 50.00ksi
Pinned-Pinned Load Duration Factor 1.00
Center Span 5.50 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi
Left Cant. 0.00 ft LL&ST Act Together
Right Cant 0.00 ft
Lu:Unbraced Length 0.00 ft
Distributed Loads
#1 #2 #3 #4 #5 #ti #7
DL 0.065 k/ft
LL 0.260 k/ft
ST k/ft
Start Location ft
End Location ft
summary -- Beam K
Static Load Case Governs Stress
Using:W10X15 section,Span=5.50ft, Fy=50.Oksi
End Fixity= Pinned-Pinned, Lu,=0.00ft,LDF=1.000
Actual Allowable
Moment 1.286 k-ft 37-933 k-ft Max.'Deflectidn -0.004 in
fb:Bending Stress 1.118-ksi 33.000 ksi fb/Fb 0.034:1 Length/DL Defl 80,086.8 : 1
Lengthl(DL+LL Defl) 18,840.2 : 1
Shear 0.935 k 45.954 k
fv:Shear Stress 0.407 ksi 20.000 ksi
fv 1 Fv 0.020 :1
Force&Stress Summary
«_These columns are Dead+Live Load placed as noted -»
DL LL LL+ST• LL LL#ST
Maximum Only Center Ca)Center Cants Cants
Max. M+ 1.29 k-ft 0.30 1.29 k-ft
Max.M- k-ft
Max.M @ Left k-ft
Max.M @ Right k-ft
Shear @ Left 0.93 k 0.22 0.93 k
Shear @ Right 0.93 k 0.22 0.93 k
Center Defl. -0.004 in -0.001 -0.004 -0.004 0.000 0.000 in
Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in
Right Cant Defl 0-000 in 0.000 0.000 0.000 0.000 0.000 in
.--Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in
Reaction @ Left 0.93 0.22 0.93 0.93 k
Reaction @ Rt 0.93 0.22 0.93 0.93 k
Fa caldd per Eq.E2-1,K`Ur<Cc
I Beam Passes Table 85.1,Fb per Eq.F1-1,Fb=0.66 Fy
Section Properties W90X75
Depth 9.990 in Weight 14.98#/ft r-xx 3.953 in
Width 4.000in I-xx 68.90 in4 r-yy 0.810 in
Web Thick 0.230 in I-yy 2.89 in4 Rt 0.990 in
Flange Thickness 0.270 in S-xx 13.794 In3
Area 4.41 in2 S-yy 1.445 in3
:Sent By.: Clark Engineering & Surveying, ; 518 766 5663; Mar715-04 .-5 09PM; Page,,9/1.8
Project Name:'Glens Falls National Bank Date: 15 March, 2004
Project Number: 2860401 Calculated by JAB
Material Properties U.N.O-
�-rd fti �rwkY 1
Beam Description:—-���GJ � ®� �T Framing Lumber:No.1RJo.2 SPf=
LVLs:E=2,000 ksi,Fb=2,900 psi
Special Conditions: w and M Shapes A992,Fb=50 ksi
Span: %D" ft '_ -l=Ui
All Other Steel Shapes A36:Fb=36 ksi
Tributary Length: ft
Loads: Live/ Snow__e��PSF, Wli„e= _0 Plf. = Klf
Dead_ PSF, Wdead= -ze!9 PI = Klf
Const PSF, Wconst= PIE = Klf
Sketch:
Use:
R-end.: 9)L1'Z kips
mar DG in, L/-�iS
Uht a94 '�' le5l ��-rr�c
R left j b R right=
kr
.4 114-
F
u llr
� r
3 II I
�i Y II
I �I II j
1 II
1 II
Sent by: LUarK engineering rk Surveying, ; aid Intl bUb3; Mar-15-04 5,:09PM;.: - Page -10/18
p .
Title: Glens Falls National Bank Job#2860401
Dsgnr: JAB Date: 1:40PM, 15 MAR 04
Description:Building Addition and Facade Replacement
Scope: Structural Design
LLRe ,60100o299o,Ver5.6.1,25Oc1-2002Steel Beam Design Page 1
.1-2002 ENERCALC Engineering Software - g:lprojects12 8 6 0 4 011,stnidure12860401-Ot.ecw:
Description B3-hoistway rafters
General Information Calculations are designed to AISC 9th Edition.ASD and 1997 11BC Requirements
Steel Section : CUSA Fy 33.00ksi
Pinned-Pinned Load Duration Factor 1.00
Center Span 6.00 it Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi
Left Cant. 0.00 it LL&ST Act Together
Right Cant 0.00 ft
Lu:Unbraced Length 0.00 ft
Distributed Loads
#1 #2 #3 #4 #5 #6M #7-
DL 0.020 k/ft
LL 0.080 k/ft
ST k/ft
Start Location ft
End Location, ft
mono
__Summary ry Beam OK
Static Load Case Governs Stress
Jsing:C4X5.4 section,Span=6.00ft, Fy=33.0ksi
End Fixity= Pinned-Pinned,Lu=0.00ft,LDF=1.000
Actual Allowable
Moment 0.474 k-ft 3.176 k-ft Max.Deflection -0.028 in
fb:Bending Stress 2.957 ksi 19.800 ksi Length/DL Deft 10,853.5: 1
fb/Fb 0.149 :1
Length/(DL+LL Dell) 2,615.6: 1
Shear 0.316 k 9.715 k
fv:Shear Sires; 0.430 ksi 13.200 ksi '
fv I Fv 0.033 :1 -
Force&Stress Summary
«-These columns are Dead+Live Load placed as noted�»
DL LL LL+ST LL LL+ST
Maximum Only Cod Center Center Q Cants Cants
Max.M+ 0.47 k-ft 0.11 0.47 k-ft
Max.M- k-ft
Max.M @ Left k-ft
Max.M @ Right k-ft
Shear @ Left 0.32 k 0.08 0.32 k
Shear @ Right 0.32 k 0.08 0.32 k
Center Defl, -0.028 in -0.007 -0.028 -0.028 0.000 0.000 in
Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in
Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in
...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in
Reaction @ Left 0.32 0.08 0.32 0.32 k
Reaction @ Rt 0.32 0.08 0.32 0.32 k
Fa calc'd per Eq.E2-1,K`Ur<Cc
I Beam Passes Table 85.1,Fb per Eq.F1-1,Fb=0.66 Fy
Section Properties C4X5.4
Depth 4.000 in Weight 5.40#/ft r-xx 1.556 in
Width 1.584in I-xx 3.85in4 r-yy 0.448 in
Web Thick 0.184 in I-yy 0.32 in4
Flange Thickness 0.296 in S-xx 1.925 in3
Area 1.59 in2 S-yy 0.283 in3
Sent By; Clark Engineering &. Surveying, ; 51.8 766.5663_ ... ;:Mar-15-04 5:10PM Page 11%18 -
$5.00
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SM
ss
WWWE"SSMA.COM
STEEL STUD MANUFACTURERS ASSOCIATION
ICBO ER-4943P
PRODUCT TECHNICAL INFORMATION
dent by: ulartc tngine,ering tk surveying, , 51t3 !66 5663, Mar 1b.-U4 5 1UN.M; rage 12/,18
Ralenrs (Screws and Welds)
e
Screw Table Notes S
1. Screw spacing and edge distance shall not be less than 3 x d. (d = Nominal screw diameter)
2. The allowable loads are based on the steel properties of the members being connected, per AISI section E4.
3. When connecting materials of different steel thicknesses or tensile strength (Fu),the lowest applicable values
shOL:ld be used.
4. The,nominal strength of the screw must be at least 3.75 times the allowable loads.
5. Values include a 3.0 factor of safety.
6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3.
7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be
installed and tightened in accordance with screw manufacturer's recommendations.
Allowable-Loads for Screw Connections (lbslscrew)
:':::<�::,'.: t,•.� No;]2::�Y`�.:� _ ..No.70,:,"�.�;, 3•r y No.8:;r.�,,: ���::; No.6r;::,;r.
Steel Thickness Steel Properties164(in),
Mils Desi n in F ksi Fu ksl Shear, .Pullout Shear Pullout Shear . Pullout Shear Pullout
18 0.0188 33 45 66 39 60 33
27 0.0283 33 45 121 59 111 50
30 0,0312 33' 45 151 76 141 65 129 55
33 0.0346 33 45 177 84 164 72 151 61
43 0.0451 33. 45 280 124 263 109 244 94 224, 79
54 0.0566 33 45 394 156 370 137 344 118
68 0.0713 33 45 557 196 523 173
Weld Table Notes
1. Weld capacities based on AISI section E2
2. When connecting materials of different steel thicknesses or tensile strength (F„), the lowest applicable values
should be used.
3. Values include a 2.5 factor of safety.
4. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads.
5. Allm-vable,loads based on E60xx electrodes.
6_ For material less than or equal to .1242"thick, drawings show nominal weld size. For such material, the effective
throat of the weld shall not be less than the thickness of the thinnest connected part.
Allowable Loads for Fillet Welds and Flare Groove Welds
Steel Thickness Steel Properties Nominal Allowable
NIi1s Desi n in F ksi Fu ksi Weld Size Load=
43 0.0451 33 45 1/16 609
54 0.0566 33 45 3/32 764
68 0.0713 33 45 118 963
97 0.1017 33 45 118 1373
118 0.12a2 33 45 1/8 1677
54 0.0566 50 65 3/32 1104
68 0.0713 50 65 V8 1390
97 0.1017 50 65 118 1983
118 0.1242 50 65 118 2422
NOR
:Sent By-: ,Clark Engineering & Surveying, . ; 518.766 -5663; Mar-15-04 '. 5:11PM; Page 13/18
Zipc(*Lookup'Oiitput! Pa e 1 of l
SGS
hquake HazardsIi ,
The input zip-code is 12804.
ZIP CODE 12804
LOCATION 43.3255 Lat. -73.6796 Long_
DISTANCE TO NEAREST GRID POINT 3.2808 kms
NEAREST GRID POINT 43.3 Lat. -73.7 Long.
Probabilistic ground motion values, in %g, at the Nearest Grid point are:
10%PE in 50 yr 5%PE in 50 yr 2%PE in 50 yr
PGA 5.176282. 8.774051 16.376780
0.2 sec SA 12.019770 18.701521 33 .675381
0.3 sec $A 9.772255 15.439970 26.348040
1.0 sec SA 3 .709113 5.905818 1 9.986787
The input zip-code is .
Zip code is zero and we go to the end and stop.
PR0JH;"I'INFO:Home Page
SEISMIC HAZARD:Hazard by Lip Code
c
Sent By: Clark Engineering & Surveying; 518 766 5663; Mar`15-04 5:11PM; Page, 14/18;
Se*!,-cmic Design Parameters
Project Name: Glens Falls National Bank
Project Number: 2860401
1615.1.2 -Adjusted Maximum Spectral Response Acceleration
Site Classification: D
Using Tables 1615.1.2(1)and 1615.1.2(2)
Ss = ,:a8 S1 = aoeig
Fa(l) i< shs k 0.25 Fv(1) `HI"34lM 0.00
Fa(2) �F 0.50 Fv(2) �, 24 0.10
Fa = 1.53 Fa= 2.40
Sms= Fa(Ss)= 0.5155 Sm1 = Fv(S1)= 0.2398
1615.1.3 -Design Spectral Response Acceleration
,ads= 213 Sms= 0.3437 Sd1 = 2/3 Sm1 = 0.1599
1616.2-Seismic Use Group (from Table 1604.5)
Category
1616.2-Seismic Design Category
Based on Short Period Acceleration
Design Category is: C
Based on 1 Second Period Acceleration
Design Category is: C
Design Category is: C
Clark Engineering&Surveying, P.C. 3/1512004 2860401-02.xis
;Sent By: Clark Engineering & Surveying, ; 518 766 5663; Mar-15-04 5:12PM; Page 15/18
Project Name: Glens Falls National Bank Date: 15 March, 2004
Project Number: 2860401 Calculated by JAB
Material Properties-
UN--Beam Description: gaming Lumber:No.1/No.2 SPF
LV Ls:E=2,000 ksi,A=2,900 psi
Spec:al Conditions: W and M Shapes A992,Fb=50 ksi
All Other Steel Shapes A36:Fb=36 ksi
Span: ft
Tributary Length: ft
Loads: Live/Snow PSF, Wli„e= Plf, = KIf
Dead PSF, Wdead= Plf, = Klf
Const PSF, We
onst= Plf, = Klf
Sketch:
Use:
Rcnds: kips
A Max in, U
R left R right=
I /
t `
- 1
II I
,Sent By: C1ari< Engineering a Surveying, ; bits. ttjt7 bbb;:l; Mar-15 04 ; 5:12f'M, jjage i,tj/1 u
Combined Axial and Lateral Load Tables
25
•sf Lateral_ •
ad
Walt Spacing 6 6005162-(m 00S737-(mils) is)_ '60 .(Mils _
•7';s`
Height /'in\ ,:F .S'� •• SU'�sj :,_ ��:�•` ksl. - -'� �/�ksi:`�'�'L7'��a .�.��,y.Y��(� � ��y '��_,
9 l '1 •a1^+... r4:• .f i�i;• +�+.. SFn'�vT:�- _�.. ):.`Ti.°t! .?S'7.!..{.�.*i:;�..! i!GCa�:�%s:'..HG :f-C:.�.7�nf.+^G4�:7C�aa yes ..i �t,�-
ft) O.c. 33 43 54 68 97 33 43 54 '•,68 97' '33 43 54 68 97
8 12 1.88 2.62 3.90 5.14 7.62 2.55 3.52 5.72 7.56 11.50 2.99 4.44 7.56 10.02 15.60
16 1.88 2.62 190 5.14 7.62 2.55 3.52 5.72 7.56 11.50 2.99 4.44 7.56 10.02 15.60
24 1.57 2.59 3.90 5.14 7.62 2.27 3.52 5.72 7.56 11.50 2.74 4.44 7.56 10.02 15.60
9 12 1.88 2.62 3.90 5.14 7.62 2.55 3.52 5.72 7.56 11.50 2.97 4-40 7:46 9.89 15.38
16 1.71 2.62 3.90 5.14 7.62 2.42 3.52 5.72 7.56 11.50 2.90 4.40 7.46 9.89 15.38
24 1.321 2.34 3.90 5.14 7.62 1.96 3.30 5.72 7.56 11.50 2.38 4.18 7.46 9.89 15.38
10 12 1.75 2.62 3.90 5.14 7.62 2.47 3.52 5.72 7.56 11.50 2.93 4.35 7.33 9.72 15.11
16 1.51 2.53 3.90 5.14 7.62 2.18 3.52 5.72 7.56 11.50 2.61 4.35 7.33 9.72 15.11
24 1.046 2.071 3.90 5.14 7.62 1.616 2.96 5.72 7.56 11.50 1.997 3.72 7.33 9.72 15.11
12 12 1,416 2.41 3.90 5.14 7.62 2.007 3.3 5.60 7-52 11.50 2.40 4.08 6.99 9.27 14.40
16 1.076 2.081 3.907 5.14 7.62 1.60 6 .90 5..0 7.52 11.50 1.976 3.60 6.99 9.27 14.40
24 0.433 1.441 3.426 5.01 6 7.62 0.85 3 2.14 6 4.86 a 7.441 11-50 1.146 2.706 6.257 9.27 14.40
14 12 1.0111 2.006 3.89 6 5.141 7.62 1.476 2.71 6 5.24 T 7.13 11-28 1.816 3.337 6.55 8.68 13.45
16 0.583 1.563 3.496 5.05 a 7.62 0.983 2.205 4.706 7.117 11-28 1.28 3 2.736 5.946 8.687 13.45
24 0.752 2.743 4.2L67.62
=0.93
1.273 3.70 3 6.086 10.88 6 0.292 1.641 4-78 6 7.701, 13.457
16 12 0.59 2 1.543 . 3.410 4.9 2.07 3 '4.29 6 6.486 10.42 1.213 2.556 5-368 7.97712.32
16 1.01 2 2.92 4.4 1.493 3.67 3 5.83 6 10.20 6 0.60 2 1.87 3 4.64 6 7.28 6 12.32'
2.012' 3.40.45 2 2.552 4.66 3 -8.76 6 0.65 2' 3.36 3 5.973 10.93 6
25 )sf Lateral Load
wan Spacing B00S137-(mils) - 800S162=(mils) 800S200-(mils).
.Height In. _ `_�. fCSI:.� _ 1.. '; -u,s ...-- - y„Y-
C )- Fug t �:„r4. s;.. A 391cs1�s ` _y .50 hsi y w' 50 :
�.:.x;-_ 'r::...�._. `�:i-� .s,3t.�a �...a.. •ram, -. ..,-. .Y�
ft O.C. 33 . 43 n 54 68 �•�97 33 43 54 ,•F 68 97 33 ' 43 54 68 97
8 12 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07
16 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 . 4.58 7.85 10.38 16.07
24 1.71 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07
9 12 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07
16 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3-07 4.58 7.85 10.38 16-07
24 1.53 2.50 3.62 4.80 7.27 2.27 3.44 5.51 7.32 11.33 2.88 4.58 7.85 10.38 16.07
10 12 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07
16 1.68 2.50 3.62 4.80 7.27 2.44 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07
24 1.33.. 2.38 3.62 4.80 7.27 2.02 3.40 5.51 7.32 11.33 2.59 4.58 7.85 10.38 16.07
12 12 1-61 2.50 3.62 4.80 7.27 2.36 3.44 5.51 7.32 11.33 2.98 4.58 7.85 10.38 16.07
16 1.36 2.40 3.62 4.80 7.27 2.05 3.42 5.51 7.32 11.33 2.62 4.58 7.85 10.38 16.07
24 0.87 6 1.95 3.62 4.86 7.27 1.451 2.86 5.51 7.32 11.33 1.92 4.01 7.85 10.38 16.07
14 12 1.32 2.36 3.62 4.80 7.27 2.00 3.37 5.51 7.32 11.33 2.53 4.51 7.70 10.25 16.07
16 0.996 2.05 3.62 4.80 7.27 1.587
2.98 5.51 7.32 11.33 2.057 4.09 7.70 10.25 16.07
24 0.345 1.45' 3.281 4.80 7.27 0.796 2.231 5.16 T 7.32 11.33 1.15 6 3.197 7.27 10.25 16.07
16 12 1.00 6 2.057 3.62 4.80 7.27 1.596 2.977 5.51 7.32 11.33 2.021 3-97 7.41 9.87 15.52
16 0.585 -1.65 c 3.436 4.80 7.27 1.075 2.471 5.347 7.32 11.33 1.44 6 3.397 7.24 9.87 15.52
24 9 3 0.8 2.78 a 4.47 6 7.27' 1.53 3 4.43 6 ,6.93 6 11.33 0.353 2.29 6 . 6-06 6 9.537 15.52
1 psf Lateral • . •
Haight Spa ) S162(mil .362S137(mil c i. 2S162-(mils) .U S200-(mils h
-�.� ..-..+-3 Zia: -. .1.;�.-. Y, .�`_ tx�l^•.- S;u. i'S2S '.f Y�!-
3 � ) ref:.. + '.�...:.. ...INM C .
33 .43 .54 ~' 68 ' 33 43 54 68 33- 43' -54 68 33 .43 54 • 68
E. 12 1.496 2.51 T 4.09 5.14 1.166 2.047 3.42 4.42 1.591 2.64 4.27 5.44 2.00 T 3.30 5.34 6.76
16 1.146 2.156 3.96 7 5.14 0.855 1.726 3.366 4.427 1.246 2.306 4.221 5.44 1.611 2.89 T 5.34 6.76
24 0.493 1.503 3.316 4.876 0.263 1.133 2.826 4.106 0.593 1.646 3.576 5.256 0.893 2.116 4.626 6.76T
c, 12 1.136 2.099 3.71 6 4-80' 0.863 1.706 3.21 6 4.197 1.236 2.241 3.997 5.12 1.605 2.801 5.02 6.32
16 0.733 1.683 3.31 6 4'73 6 0.50 3 1.323 2.876 4.066 0.833 1.83' 3.596 5.126 1.153 2.31 6 4.5913 6.327
24 0.947 2.58 3 4.023 0.642 2.253 3.41 3 0.11 2 1.081 2.843 4.406 0.332 1.43 3 3.711 5.706
1 J 12 0.783 1.683 3.11 6 4.40'- 0.56 3 1.35 3 2.746 3.836 0.883 1.82' 3.405 4.75 6 1.20' 2.29' 4.32 6 5.85 T
16 0.352 1.233 2.67 3 3.98' 0.17 2 0.93 3 2.363 3.44' 0.44 2 1.373 2.953 4.368 0.703 1.751 3.79 6 5.57 6
24 0.42 2 1.89' 3.21 3 0.192 1.68 2 2.723 0.55 T 2.14 2 3.563 0.79 2 2.85 3 4.67'
12 12 0.182 0.912 2.033 3.072 0.692 1.842 2.703 0.262 1.042 2.273 3.403 0.472 1.343 2.92' 4.346
16 0.43 2 1.57 2 2.61 2 0.23 2 1.43 2 2.27 2 0.54 2 1.792 2.923 0,75 2 2.362 3.803
24 0.77 2 1.82 2 0.71 ' 1.512 0.942 2.082 1.38 2 2.85 2
14 12 0.322 1.222 2.052 0.16' 1.132 1.792 0.422 1.402 2.302 0.582 1.842 2.983
16 0.7V 1.612 0.73' 1.372 0.932 1.932 1.30'- 2.462
24 0.84' 0.62' 0.12' 1.02' 0.37, 1.542
13 12 0.65' 1.322 0.61 ' 1.13' 0.77' 1.502 1.072 2.01=
16 0.24' 0.90' 0.23' 0.72E 0.34' 1.06' 0.57' 1.51,
24 0.18' 0.29' 0.65'
1 Deflection exceeds U120 6 Deflection exceeds U600
2 Deflection exceeds U240 7 Deflection exceeds 1-1720
3 Deflection exceeds U360 - if nol noted.deflection is less than L 720
See Combined Axial and Lateral Load Table Notes on page 20.
��\��, 25
Sent By: ClarK Engineering. & Surveying; ,; 518 766 5663; Mar-15-04 5:13PM.;. Page 17/18
Project Name: Glens Falls National Bank Date: 15 March, 2004
Project Number: 2860401 Calculated by JAB
Material Properties U.N.O.
Beant Desciription: Framing Lumber:No.I/No.2 SPF
LV Ls:E=2,000 ksi,Fb=2,900 psi
Special Conditions: W and M Shapes A992,Fb=50 ksi
All Other Steel Shapes A36:Fb=36 ksi
Span: _ ft
Tribtitary Length: ft
Loath: Live/ Snow PSF, Wli,,= Plf, = Klf
Dead PSF, Wdead= Plf, = Klf
Const PSF, Wconst= Pif, = Klf
Sketch:
Use:
Rends- kips
A max in, L/
R IeR R right=
NI
I _
I
JCII L. Oy.. L+1C11 n GIIy1:IIVUI--U1y a Oul-vuyilly, alo /ob ObbJ; Mar'-1`J-U4 5:141'M; NagE'"_7-ti'/ltf
Powder Actuated Fastening Systems
DX Fastener Technical Data 3.2.3
3.2.3.1 Technical Data
Allowable Loads in Normal Weight Concrete
Shank Min. 2000 psi 3000 psi 4000 psi 6"psi
Cescription Fastener Type Diameter Embedment (13.8 MPa (20.7 MPa) (27.6 MPa) (41.4 MPa)
in.(mm) in.(mm) Tension Shear Tension Shear Tension Shear Tension Shear
lb kN Ib Ib kN Ib N Ib(kN) Ib k Ib(kN) Ib(kN)
5/8 _ - - - - - 45 60
16 0.20 0.2
3/4 70 95 90 11 D 110 125 75 95
19 0.31 0.42 0.40 0.48 0.49 0.56 0.33 0.42
Dom( Head Nail X-DNI 0.145 1 90 140 120 160 155 185 130 1%
(3.7) 25) 0.40) 0.62 0.53 0.Z1) 0.69 0.82 (0.58 0.87
11/2 165 230 190 280 215 335
38 0.73 0.02 0.85 1.25) 0.96 1.49
314 55 90 70 105 90 125
0,145 19 0.24) 0.40 0.31 0.47 0.40 0.56
Dome Head Nail X-ZF (3.7) 1 80 135 105 155 130 180
0.138 25 0.36 0.60 0.4 0.69 0.58 0.80)
(3.5) 1 V4 125 200 150 220 180 260
32) 0.56) 0.89 0.67 0.98 0.80 1.16
3/4 45 105
19 0.20 0.47 - - - - -
Flat Head Nail X-CF 0.138 1 75 130
(3.5) 25 0.33) 0.58 - - - - - -
1 V4 120 180
32) 0.53) 0.85 -
3/4 _ _ _ _ -90 '95 75 95
Heavy Duty X-ALH 0.1 T7 19 0.40 0.42 0.33 0.42
DomF.Head Nail (4.5) 1114 _ _ _ _ 300 270 215 265
32 . 1.33 1.20 0.96 1.18
Domu Head Nail DS 0.177 17/16 150 250 205 285 275 330 -
(4.5) (3 0.67 1.11 0.91 1.2 1.22 1.47
Domc Head Nail X-ZF22PST 0•138 314 55 90 70 105 90 125 - -
3.5 19 0.24 0.40 0.31 0.4 0.40 0.56
1/4"-20Threaded Stud W6 0.145 11/8 90 160 115 225 145 265 - -
(3. 29) 0.40 0.71 0.51 1.00 _65 1.18 '
3/8"-16 Threaded Stud W10',W10P10K 0.205 11/4 220 390 280 445 345 500 - -
(5.2) (32 0.98 1.73 1.25 1.98 (1.53) 2.22
Flathead Track Nail X-CF20THP 0.138 5/B 45 75 - - - - - -
(3,5) (16 0.20 0.33
5tainLss Steel Nail X CR 0.145 1 - - 95 200 100 200 105 200
3.7 25 0.42 0.89 0.44 0.89 0.47} 0.89
55 100
Forming Nail SL62 0.145 1 0.24 0.44 -
SL44 (3.7) (25) 30 55
0.13 0.24
314 _ _ 70 85
0.138 19 (0.31) 0.38 - - - -
Rat Head X-ZF-MX (3.5) 11/4 _ _ 125 150
Nail Magazine 0.145 32 0.56) 0.67
(3.7) 17/n _ _ 140 175
31 0.62 0.7$
5/B 25 55 45 60 50 60 - -
Flat Head Nail X-DW 0.118 (16) (0.11) (0.24) (0.20) (0.27) (0.22) (0.27)
(3.0) 3/4 50 70 1 '90 70 90 70
(19) (0.22) (0.31) (0.40) (0.31) (0.40) (0.31)
Notes: 1. Values are for fastener only. Attached materials must be investigated separately.
2. Allowable values are calculated using a factor of safety of 8.
3, Multiple fasteners are recommended for any attachment.
03/.15/2004 13:18 518-899-7226 . VMJR COMPANIES. " PAGE 02/02 `
03/15/2004 11:30 51B3732002 FLOORING UNLIMITED PAGE 02
Product Specifications Page 1 of 1
& C 0 M M E R C Q A• L
Monday, March 15, 2004
F
COPY
Confetti STYLE (261.5)
Yarn 100% !Nylon: J&J Encore? SD Ultima? (Minimum of 21%recycled content)
Bulked Continuous Filament
Dye Method Colorloc? Pius-Solution Dye Technology
Surface Texture Dense Patterned Loop
Patterning Technique TechnoWeave? li
Pattern Repeat N/A
Gauge 1110 (3.94 rows/cm)
Tufted Stitches Per Inch 8
Yarn Weight 26 oz.lsy(882 grams/m2)
Finished Pile Thickness .110 inch (2.79 mm) (ASTM D-418)
Density 8,509
Weight Density 221,234
Secondary Backing ActionBec? LTP?
Special Treatment(s) ProTex? Fluorochemical
Width 12 ft(3-66 m)
FlarnmaUlllty Class-1—
Smoke Less than 450 flaming
Static Generation Less than-3.0 kv (AATCC-134)
ADA Compliance Compliant for Accessible Routes
Warranties Lifetime Stain Removal
Lifetime Colorfastness to Light
Lifetime Colorfastness to Atmospheric Contaminants
Lifetime Wear
Lifetime Static
Lifetime Against Delaminaticn
Lifetime Against Tuft Bind Failure(edge ravel, yarn pulls, zippering)
specifications are based on averages from manufacturing processes and may vary within normal Indusay toferancaa.
Such variances do not affect performance.
818 J8J Drive 706.278.4454
P.O.Box 9287 Fax 70ff 275 t433
Dalton.GA 34722-1287 www.jilcommercial.com
-- _ -- _ n f1 cI'lnna
i
4
y ^S
Gold Bond Brand Gypsum Wallboard ti
;.Gold
M.- r ® r ► i
Gypsum board is the name for a Fire and sound ratings for Examine and inspect materials end joint will align with
family of board products building systems utilizing to which gypsum board is to edges of opening unless Gold go
consisting of a gypsum wallboard are be applied.Remedy all control joints will be Wallk
noncombustible core, dependent on the core type defects prior to installation of installed at these points.End to Hr�
primarily of gypsum,with a and thickness of the drywall.Any defects in the joints shall be staggered,and other
paper surfacing on the face, wallboard,its application in finished installation due to joints on opposite sides of a
back and long edges.* conjunction with the misaligned framing or other partition shall not occur on assen
The popularity of gypsum component parts,and the cause will be the the same stud. transl
wallboard results from a manner in which it is responsibility of the work Gypsum wallboard shall be asser
number of factors. First,it applied. performed under that section held in firm contact with the wallk
takes virtually any Tests for fire resistance and of the specification and such framing member while core.
defects shall be remedied great
decoration—from paint or sound transmission, fasteners are being driven.
under that section of the regul
textures to vinyl and paper performed by independent specification. Fastening shall proceed from • ". _ �. Gem
laminates.It also lends itself laboratories,'have resulted in P center portion of the
to creative shaping of specific ratings for walls/ Gypsum wallboard shall be wallboard toward the edges iesis
interior surfaces,allowing partitions;floor/ceiling applied first to ceiling at right and ends.Fasteners shall be used
the maximum in design assemblies;shaftwalls, angles to framing members, set with the heads slightly " to st
flexibility.Gypsum stairwells and area then to walls.Boards of below the surface of the - ; desil
wallboard is an economical separation walls;and maximum practical length wallboard in a dimple pros
alternative to other products. columns."For maximum fire shall be used so that an formed by the hammer or The gyl
Because it is lightweight, it is resistance and sound control, absolute minimum number power screwdriver.Care wall
easy to handle for speedy double layer construction is of end joints occur.Board shall be taken to avoid =i natll
installation.With its natural generally recommended edges shall be brought into breaking the face paper of _ GYF
properties,it is durable yet since the additional mass contact with each other but the wallboard.Improperly
easy to repair.In addition, further retards heat and noise shall not be forced into driven nails or screws shall
gypsum wallboard's fire penetration. place. be removed.
resistance and sound control Gypsum wallboard can be Wallboard joints at openings Seepage 60,Environmental
capabilities further installed to both metal and shall be located so that no Conditions and Limitations.
demonstrate its desirability wood framing using nails, -,"Accon
in building systems. screws or adhesives in star
Ever conscious of the combination with nails or CURVED SURFACES wal
environmental challenges screws. In many instances, ��,a
we face in today's world, the application will dictate To apply wallboard over a curved surface,place a stop at one end of. lea'
National Gypsum produces which fastening method is the board and then gently and gradually push on the other end, res
its wallboard with 100 appropriate. forcing the centeragaihst the framing until the curve is complete. bo;
percent recycled paper on Control joints may be necessary Shorter radii than shown in the table may be obtained by moisten- res
both the face and back. to prevent cracking in the Ing the face and back papers of the board with water,stacking on a bo
Gold Bond gypsum wallboard gypsum wallboard facingg of flat surface,and allowing the water to soak into the core for at least
is available with a variety of drywall systems,es eciall one hour.When the board is dry it will regain its original hardn•_�s" ay
Y Y Y P Y lot
edge_configurations. For easy in areas where structural Gypsum wallboard may be applied to curved surfaces in accordance m(
joint finishing,the tapered elements such as slabs, with the following: ace
edge is preferred to provide columns or exterior walls
a monolithic surface.Where can bear directly on non- WALLBOARD BENDING RADII re(
joints will be exposed, load-bearingpartitions.To Fir
I? Thickness Bending Lengthwise Bending Widthwise :; Cc
square or beveled edges relieve the stresses which :, M
should be considered. occur as a result of 1/4" 6.4 mm 5'-0" 1524 mm 15'-0" 4572 mm de
National Gypsum also movement induced by 3/8" 9.4 mm 7 2286 mm 25'-0" 7620 mm
manufactures wallboard changes in moisture, 1/2"�12.7 m�) *10'-0" 3048 mm
with proprietary edge temperature or both,control
configurations made to joints are required in both Bending two layers of 1/4"(6.4 mm)board successively will permit a bending r
accommodate a variety of partitions and ceilings. radius shown for 1/4"(6.4 mm)board.
wall systems and finishing GYPSUM BOARD Note:To achieve tighter bending radii,use Gold Bond 1/4"High
techniques. INSULATING PROPERTIES Flex Wallboard.See page 72 for additional information and 1/4"
*GA-201 High Flex minimum bending radii chart.
For purposes of calculating ;-
"U"values,the"C"factor for SURFACE BURNING.CHARACTERISTICS
1"gypsum board is 1.2; (Fire Hazard Classification)Tested in accordance with ASTM E 84
Resistance"R"for 3/8"board
is.32;for 1/2"board.45;for �Gypsum�� Gypsum Durasan
5/8"board.56 and for 1" Wallboard Sheathing All Standard Patterns
board.83.
Flame Spreadlniiez—`15— 20 25 or less
Smoke Developed 0 0 50 or less
THE FOLLOWING PARAGRAPHS ARE FOR INSERTION INTO SECTIONS OF GENERIC SPECIFICATIONS OR GENERIC/PROPRIETARY SPECIFICATIONS COVERING GYPSUM
WALLBOARD PRODUCTS.THE NATIONAL GYPSUM PRODUCT NAME FOLLOWS THE GENERIC DESCRIPTION IN PARENTHESES. !`
PART 2 PRODUCTS 2.01 MATERIALS
A.Regular Gypsum Board:A gypsum core board that is fire resistant and surfaced with paper on fronVback and long edges and complies with
ASTM C 36/C 1396.
1.Thickness:1/4",3/8",1/2"(Gold Bond Brand Gypsum Wallboard) 3.Length:6'through 16'. z'.
2.Width:41. 4.Edges:Square,Tapered,or Beveled Tapered(Sta-Smooth Edge). _
PART 3 EXECUTION 3.01 INSTALLATION p
A.General:In accordance with the manufacturer's recommendations,National Gypsum Company"Gypsum Construction Guide."
®,11 62 NATIONAL GYPSUM WALLBOARD PRODUCTS m
Envelope Compliance Report
2000 IECC
COMcheck-EZ Software Version 2.3 Release 1
Data filename:Untitled
Section 1: Project Information
Project Name: Glens Falls National Bank
Branch Renovations
696 Glens Street
Queensbury,NY 12804
Designer/Contractor: Crandell Associates
5 Grove Avenue
Glens Falls,NY 12801
Document Author: Curtis D.Dybas
Notes: Project is a 685 S.F. addition and interior alterations to an existing bank facility.
The existing lighting will remain except new fixtures will be provided in the addition and alteration areas. The
existing heating and air conditioning systems will remain.
Section 2: General Information
Building Location: Glens Falls,New York
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 7377
Cooling Degree Days(base 65 degrees F): 380
Building Use Method of Compliance: Activity Type Method
Activi, Type(s) Floor Area
Bank/Financial Institution 685
Project Description(check one):
New Construction X Addition )<Alteration _Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Air Leakage,Component Certification,and Vapor Retarder Requirements
Inspection Approved Initial
Date- (Y/1)
All joints and penetrations are caulked,gasketed,
weather-stripped,or otherwise sealed
Windows,doors,and skylights certified
as meeting leakage requirements
Component R values&U-factors labeled as certified
Vapor retarder installed
Y
Climate-Specific Requirements
Gross Cavity Cont. Proposed Budget
Component Name/Description Area R-Value R Value U-Factor U-Factor
Roof 1:Metal Roof with Thermal Blocks 50 0.0 10.0 0.093 0.052
Roof 2:Non-Wood Joist/Rafter/Truss 100 19.0 0.0 0.058 0.052
Roof 3:Non-Wood Joist/Rafter/Truss 30 38.0 0.0 0.036 0.052
Exterior Wall 1:CMU>8"with Empty Cells,Furring:None 635 --- 10.0 0.078 0.075
Exterior Wall 2:Metal Frame, 16"o.c. 2988 19.0 0.0 0.114 0.075
Basement Wall 1: Solid Concrete or Masonry<=8"
Furring:None,Wall Ht 4.0,Depth B.G.4.0 504 --- 10.0 0.088 0.100
Window 1:
Metal Frame with Thermal Break,Double Pane with Low-E
Tinted,shgc 0.35 288 --- --- 0.340 0.526
Floor 1:Non-Wood Joist/Truss 63 19.0 0.0 0.052 0.043
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Envelope PASSES: Design 29%better than code
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 2000 IECC requirements in COMcheck-EZ Version 2.3 Release 1.
.Principal Envelope Designer-Name Signature Date
• T 'a
21
Lighting Compliance Certificate
2000 IECC
COMcheck-EZ Software Version 2.3 Release 1
Data filename:Untitled
Section 1: Project Information
Project Name: Glens Falls National Bank
Branch Renovations
696 Glens Street
Queensbury,NY 12804
Designer/Contractor: Crandell Associates
5 Grove Avenue
Glens Falls,NY 12801
Document Author: Curtis D.Dybas
Notes: Project is a 685 S.F. addition and interior alterations to an existing bank
facility. The existing lighting will remain except new fixtures will be provided in the addition and alteration areas.
The existing heating and air conditioning systems will remain.
Section 2: General Information
Building Location: Glens Falls,New York
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 7377
Cooling Degree Days(base 65 degrees F): 380
Building Use Method of Compliance: Activity Type Method
Activity Type(s) Floor Area
Bank/Financial Institution 685
Project Description(check one):
New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Inspection Approved Initial
Date (Y/N)
Controls,Switching,and Wiring
Independent controls for each space(switch/occupancy sensor)
Exceptions: Security lighting,building lobby/retail store/mall
Master switch at entry to hotel/motel guest room
Two switches,dimmer,or occupancy sensor in each space providing
a uniform illumination pattern
Exceptions:
Only one luminaire in space;
An occupant-sensing device controls the area;
The area is a corridor,storage,restroom,or lobby
Photocell/astronomical time switch on exterior lights
Exceptions:
Large covered areas requiring lighting during daylight hours
=ti
- s
Tandem wired one-lamp and three-lamp ballasted luminaires
Exceptions:,
Electronic high-frequency ballasted luminaires not on same switch
Interior Lighting
Total actual watts must be less than or equal to total allowed watts
Allowed Watts Actual Watts Complies(Y/N)
1370 960 YES
Exterior Lighting
Type(s)of exterior lighting sources:
_Fluorescent _Metal Halide _High-Pr. Sodium
Exceptions:
Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;
advertising signage;safety or security lighting;low-voltage landscape lighting.
Section 4: Compliance Statement
The proposed lighting design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application. The proposed lighting system has been designed to meet
the 2000 IECC requirements in COMcheck-EZ Version 2.3 Release 1.
Principal Lighting Designer-Name Signature Date
Lighting Application Worksheet
2000IECC .
COMcheck-EZ Software Version 2.3 Release 1
Section 1: Allowed Lighting Power Calculation
A B C D
Total
Floor Allowed Allowed
Area Watts Watts
Area Category (Ra watts/ft2 B x C
Bank/FinancialInstitution 685 2 1370
Total Allowed Watts= -1370
Section 2: Actual Lighting Power Calculation
A B C D E F
Fixture .Fixture Description/ Lamps/ #of Fixture
ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. x E
1 48"T8 32W/Electronic 3 10 96 960
Total Actual Watts= 960
Section 3: Compliance Calculation
If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies.
Total Allowed Watts= 1370
Total Actual Watts= 960
Project Compliance= 410
Lighting PASSES: Design 30%better than code
Site Plan Inspection Report Form
Name: Glens Falls National Bank ;
Location: 696 Upper Glen Street, Queensbury, NY 12804
Site Plan No.: 51-2003
Area Variance No.: 91-2003
Building Permit No. (if any): 2004-072
Date: October 15, 2004
Dear Glens Falls National Bank:
During a site plan inspection of your project, the following deficiencies were
discovered:
1) Site developed as approved. Good to issue CO.
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
12)
13)
14)
It is my expectation that these items will be addressed by NA.
Should you have any questions or comments please contact this office.
Sincerely youTr
"�
Bruce Frank
Code Compliance Officer