2005-376 TOWN OF QUEENSBURY
742 Bay'Road,Queensbury,NY 12804-5902 (518) 761-8201
42 Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20050376 Date Issued: Friday, December 28, 2007
This is to certify that work requested to be done as shown by Permit Number P20050376
has been completed.
Location: 333 AVIATION Rd
Tax Map Number: 523400-301-008-0001-031-000-0000
Owner: EXECUTIVE PARK WEST LLC
Applicant: EXECUTIVE PARK WEST LLC
This structure may be occupied as a:
Commercial / Industrial By Order of Town Board
�.._ TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building& Code Enf ceme
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050376 Application Number. A20050376
Tax Map No: 523400-301-008-0001-03 1-000-0000
Permission is hereby granted to: EXECUTIVE PARK WEST LLC
For property located at: 333 AVIATION Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans a other information hereto file
and approved and in compliance with the NYS Uniform Building Codes and th Queensbury Zoning
Ordinance. T e of truction Value
Owner Address: EXECUTIVE PARK WEST LLC Co er al/In strial $518,000.00
333 AVIATION Rd
QUEENSBURY,NY 12804-0000 To alue $518,000.00
Contractor or Builder's Name/Address 4ectricInspecti Agency
ROZELL INDUSTRIES
145 PARK ROAD
QUEENSBURY„N 128 4
Plans &Specificatio
2005-376 T.B.D. S OD - R E ASS BLDG. 2
5750 SQ FT COM C ILD G
$862.50 PERMIT FEE PAID- THISTERMIT EXPIRES: Monday,June 16, 2008
(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 o eensb T r ay,June 16,2005
SIGNED BY `�1 for the Town of Queensbury.
Director of Building& de Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050376 Application Number: A20050376
Tax Map No: 523400-301-008-0001-031-000-0000
Permission is hereby granted to: F,XF.CT TTTVF,PARK WEST LLC
For property located at: 333 AVIATION Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: EXECUTIVE PARK WEST LLC
395 BAY Rd Commercial/Industrial $518,000.00
QUEENSBURY, NY 12804-0000 Total Value $518,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
ROZELL INDUSTRIES
145 PARK ROAD
OI TEENSBT TRY._ NY 12804
Plans&Specifications
2005-376 T.B.D. & SCHODER- RIVERS ASSOC. BLDG. 2
5750 SQ FT COMMERCIAL BUILDING
$862.50 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 16, 2006
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T o ueen ry; sday, June 16, 2005
/1W
SIGNED BY for the Town of Queensbury.
Director of Building&Code nforcement
Permit No.
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid
742 Bay Road,Queensbury,NY 12804 Recreation Fee
Dave Hatin,Director codes@auegnsbury.net
Phone: (518) 761-8256 FAX: (518) 745-4437
Principal Structure Building Permit Application
Application & Plans subject to review before issuance of a valid permit for construction.
Instructions: A permit must be ohtainEd before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed anel
must appear on the application form.
Applicant/Builder W "TC1 Owner: fY 1NL-5'1" 1
Address: 12A Address:Q(A
(�r1 esf f N►'[ I'M4
Home Phone: Home Phone:
Email Address: Email Address:
Cell Phone: Cell Phone:
FAX Phone: —1 -1424e FAX Phone: '
Person responsible for supervi$ion of work with respect to building and codes compliance:
Name: 09CANSW PUL G (a
Address: Phone
1
Location of proposed construction: Lot No. Legal Address: ?2;5S AV Igti ca-4
Tax Map Number: l. 0S— i—*3_1 Subdivision Name:
Estimated Cost of Construction: $ . 00(� RECEIVED
Proposed construction is for: —Residential Use ✓ Cornmercial Use MAY 3;. 1 2005
Name of Business: ��• tp• �� - FJ�S P�� TOWN OF QUEENSBURY
BUILDING AND CODE
If proposed construction is an addition, what will use of new addition be?
New Addition Alteration Proposed Construction I It Floor 2nd floor Other Total Proposed
structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height
Ft.&in.
Single-Family Dwelling
Two-Family Dwelling
Townhouse
Multifamily Dwelling
Number of Units:
Office
Mercantile
Manufacturin
Other:
Attached Gara a 1, 2, 3
Type of Heating System: Electric, Oil, as Wood, (Lced Hot ' , Baseboard, Other:
If a fireplace and/or woodstove are being installed, please refer to a separate application.
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted, are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes, the Zoning Ordinance. and all other laws pertaining to.the
proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner.
Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a
licensed surveyor, drawn to scale, showing actual location of all new coAstruction,
Date: 7A mb—( Applicant/Builder Signature: P6 Sk A?4_4)15CT_��
The application of dated is hereby approved and
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set
forth above.
Date: Authorized Signature:
L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc v:12/14/04
Application for Permit—Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
Office Use
Location of installation: 3 N1411 fp r4 pptU
File Permit No.
Tax Map No.
Fee Paid
Owner's Name: fAGCMINE FA04- Wwasr U/, i
.1..................................................................................................................................
Address: '39G 26&-y Poo Qw Ewg>( I-Vf r?"504
2. INSTALLER'S NAME : VD2rAA 10 IOU 61-14A se--> PHONE NO. ]915-
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total DRECEIVED
1980 or older x 150 gal/bdrm = MAY .1 1 2005
1980- 1991 x 130 gal/bdrm =
1991 -present x 110 gal/bdrm = TOWN OF QUEENSBURY
8�@M WD CODE
Garbage Grinder Installed yes_ no COrArA69ZA
— V .6q:--
Spa or Hot Tub Installed yes_ no (? 0,0i6?0 /
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
Too ggphy - Soil Nature Ground Water Bedrock or Ln2ervious Material Domestic Water SlIpply
/P7,at.7 �) n at what depth at what depth munici a
oil
ing
ing
oam —feet feet welPZ'
Steep slope clay if well; water supply
%slope other from any septic-system
depth: 13r:�wU &OAQ L,-- absorption is
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: C-> minute per inch Vux::(
5. PROPOSED SYSTEM: For New Construction: Ali individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
Septic Tank: 112f70' gallon (min. size 1,000 gal.)
Tile Field: each trench ft. Total System'Length:
Seepage Pit(s): number of size of each: _ft. by_ft.
Size of Stone to be used: # depth or thickness _feet
Bed System Size: x
Al2
Alternative System: length andlor sLze —&,M y- D
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: I Size of each:_gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please note that pursuant to Section 136-29 of the Code of the Town
of Queensbury, any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant, shall be void.',
I have read the regulations with respect to this application and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
5#0
Signature of responsible person Date
DRAFT COPY
(3/21/03)
CHECKLIST
NYS BUILDING CODE (BC) Building: ftot- KAoa it Z
NYS FIRE CODE (FC)
NYS PLUMBING CODE (PC) Location: A/I P1-r1 ow 40^0
NYS MECHANICAL CODE (MC)
NYS FUEL GAS CODE (FGC) Date: la MkI 200S
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
5 Type of Construction BC-Table 601 81
6 No. of Sleeping Units/Level BC-202 14 &
No. of Units—Total 31
No. of Occupants BC-Table 1003.2.2.2 201
7 Covered Malls BC-402 33
Hi-Rise (75' Rule) BC-403 36 d
Atriums BC-404 37
8 Basement Definition BC-502.1 71
(See page 8 of this check list)
Legend: NR = Not Required NS = Not Shown NA= Not Applicable
Note: * Non-separated occupancies impose the most restrictive requirements
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Pagel of 10
No. Topic Code Page Required Actual
Section No. or Allowed
9. Heights & Building Areas
Maximum Tabular Area BC-Table 503 72 I$1000
Maximum Tabular Height BC-Table 503 72
Maximum Stories BC-Table 503 72
Mezzanines BC-505 73 14
Sprinkler System (water) BC-903 168
sement Sprinkler BC-903.2.10.1 170 .1
ater Source Sprinkler BC-903.3.5 172 ►`F
Water Source Site FC-508.1 31
11. Frontage & Sprinkler Credits
Area Modifications (calc.) 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/Flr. x No. of
Stories up to 3 maximum)
13. Fire Apparatus Road FC-503.1 29
(150' rule)
14. Exterior Walls
Distance Separation* BC-Table 602 82
Exterior Wall Openings BC-Table 704.8 87
Parapets BC-704.11 88 %(AC44-
Exterior Wall Coverings BC-Table 1405.2 257
Exterior Wall Finishes BC-Table 1406.2 261 t4w4io
Combustible
* Distance separations are doubled if fire fighting water is not available (FC-508.1.3).
NOTES;
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Page 2 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
15. Fire Rated Construction
Incidental Use Areas BC-Table 302.1.1 17
Accessory Occupancy BC-302.2 18
Mixed Occupancy ' BC-Table 302.3.3 19
Control Areas BC-414.2 52 ��
Fire Walls BC-705 89
Fire Barrier BC-706 91 �0 , •ip
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 �N p+iTl
16. Space
Min. Rm. Dimensions BC-1207.1 251 d�
Min. Ceiling Height BC-1207.2 251 g� M D ti.
17. Ventilation (Nat. or Mech.) BC-1202.1 249 00C4+ 91 1'
18. Light (Nat. or Mech.) BC-1204.1 250 t)avi +Ntjr
19. Exits 1p
Occupancy Load BC Table 1003.2.2.2 201
One Exit Permitted BC Tablel005.2.2 224 2 FV-019 go
Stair Enclosure BC-1005.3.2 224
Emergency Egress BC-1009.1 235 yes
Distance of Travel BC-Table 1004.2.4 220 �/ 1pp' Yri wiL.
Aisle Width BC-1004.3.1.1 221 i---
a
Corridor Width BC-1004.3.2.2 221 4+ MIS Np
Capacity of Exits (calc.) BC-Table 1003.2.3 202
Corridor Wall Fire Rating BC-Tablel004.3.2.1 222 l �-
Corridor Dead End BC-1004.3.2.3 222
Door Width BC-1003.3.1.1 208 �Lr
Door Swing BC-1003.3.1.2 208
Panic Hardware BC-1003.3.1.9 213
20. Stairs n
Riser BC-1003.3.3.3 213 N
Tread BC-1003.3.3.3 213 t
Width BC-1003.3.3.1 213 44,' AW t mt
Headroom BC-1003.3.3.2 213 , elAVertical Rise BC-1003.3.3.6 215 '
Handrails ��+ J� BC-1003.3.3.11 215
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Page 3 of 10
No Topic Code ::PNO.
Required Actual
Section or Allowed
21. Structural
Snow Loading---Ground BC Fig 1608.2 296 -70 ?�
Snow Loading---Roof(calc.) ASCE 7-98 60 �✓'�
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 L
Seismic Loading (calc.) BC-1614 315
Foundation Depth BC-1805.2 398
22. Interior Finishes BC-Table 803.4 161 !J '6'
23. Swimming Pools BC-3109 629A
24. Sun Rooms BC Appendix 1 693
25. Electrical
Exit Lights or Signs BC-1003.2.10 203 w
Emergency Lights BC-1003.2.11.2 204 N
Emergency Power BC-2702 611
General Lighting-Exits-Stairs BC-1003.2.11 204
26. HC ACCESS
Exempt Buildings BC-1104.4 238 `r
Parking BC-Table 1106.1 239 l
Route BC-1104.1 238
Entrance BC-1105.1 239
#of Sleeping Rooms BC-Table-1107.6.1.1 241 4*
# of Dwelling Units BC-1107.6.2 241 NIL
Toilet Facilities BC-1109.2 244 -105
Service Counters BC-1109.12.3 246 sw,
Areas of Refuge BC-1003.2.13.5 207a
Signage
Supplemental HC Req'mts Appendix E 681
27. SPECIAL INSPECTIONS BC-1704 379
Notes:
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Page 4 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
28. Fire Protection Equipment
Central Station Monitoring FC-901.9 52
Sprinkler Systems FC-903 55
Other Extingushing Syst. FC-904 59 N�-
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 �lr/
Fire Alarm Boxes FC-907.4.1 72
Smoke Detection FC-907.2.10 68 Z
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
71� Fire Pumps 1� FC-913 85
29. Plumbing Code
1/rvo -?6F5
Fixture Count PC-Table 403.1 21 LAV 1/80 '{VS
Water Supply 7`O�
Service Pipe Size PC-603 33 W
Fixture Pipe Size PC-603.1 33
Pipe Material PC-Table 605.4 36
Labor Law Art. 10-A UFPBC-904.6 12,340
Pipe Insulation See Energy Code
Backflow Prevention PC-Table 608.1 41
Sprinkler System PC-608.16.4 44 /
Lawn Irrigation PC-608.16.5 44 �"•
Pipe Freezing PC-305.6 14
Sanitary Drainage
Drain Pipe Size PC-Table 709.1 54
Drain Pipe Material PC-702 47
Labor Law Art. 10-A UFPBC-904.6 12,340
Vent Size PC-Table 910.4 63
Pipe Hangers PC-Table 308.5 17
Air Admittance Valves PC-917 67
Notes:
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Page 5 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
30. Mechanical Code 1 17 &*T-
Ventilation Rates MC-Table 403.3 24 �l�
Propane Below Grade MC-502.8.10.1 31
Dryer Exhaust MC-504 33 l C �
Kitchen Exhaust MC-506 s 34 ,fb
Kitchen Hoods MC-507 37
Kitchen Make-Up Air MC-508 r 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 11/
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
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 GOr�C �D
Notes: VW 1
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Page 6 of 10
LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW.
1. Area Increase Based Upon Frontage And Sprinkler Increase.
Frontage Increase: If= 100(F/P-0.25)W = Answer in %
30 1,
Note: If= 75% when 4 sides accessible &water available
Allowable Area: A. = ^table + (&able x IIf) +I&ble l =Answer in Square Feet
(BC—Pg. 74) 100 100
2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202)
(Occupancy Load for Exit) x (Egress Width per Occupant) _ (Required Width)
3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) & (Eq. 7-2)(pg-70)
(ASCE =American Society of Civil Engineers)
Pf= 0.7CeCtIP9 = Flat Roof Snow Load
Where: Pt= Flat Roof Snow Load (Calculated Above, Answer in#per SF)
Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297)
Ct = Thermal Factor (BC Table 1608.3.2)(Pg. 297)
1 = Importance Factor (BC-Table 1604.5)(Pg. 287)
P9 = Ground Snow Load (BC Fig. 1608.2)(Pg. 296)
PS = CSPf= Sloped-Roof Snow Load
Where: PS = Sloped-Roof Snow Load
CS = Roof Slope Factor (ASCE 7-98)(Pg. 70)
4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98)
5. Seismic Calculations. (See page 10 of this list)
6. COMCheck calculations (For verification of compliance with the Energy Code)
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Page 7 of 10
8. GRADE PLANE: A reference plane representing the average of finished ground level
adjoining the building at exterior walls. Where the finished ground level slopes away from the +
exterior walls, the reference plane shall be established by the lowest points within the area
between the building and the lot line or, where the lot line is more than 6 feet from the building,
between the building and a point 6 feet from the building.
9. MEZZANINE: An intermediate level or lever between the floor and ceiling of any story with
an aggregate floor area of not more than 1/3rd of the area of the room or space in which the
level or levels are located. (Mezzanine area does not contribute to the building area or the
height in stories but does contribute to the fire area, aggregate area).
10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall,
floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke.
(Required to have a 1 hr. fire rating).
11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above
grade plane, except that a basement shall be considered as a story above grade plane where
the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane
or 2. More than 6 feet above the finished ground level for more than 50% of the total building
perimeter or 3. More than 12 feet above the finished ground level at any point.
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Page 9 of 10
1 • '
SEISMIC REVIEW SUMMARY
PROJECT:
LOCATION: ZIP CODE:
ITEM Value BCNYS BCNYS
Code Section Page No.
Site Class Table 1615.1.1 317
(default to site class D) Section 1615.1.1 316
SS (short period) Figure 1615(1) 318
S, (1 second period) Figure 1615(2) 319
Fa (site coefficient—short) Table 1615.1.2(1) 320
F,, (site coefficient-1 sec.) Table 1615.1.2(2) 320
Sms (short period adjusted) Equation 16-16 317
Sm, (1 sec. period adjusted) Equation 16-17 317
SDS (short period) Equation 16-18 320
So, (1 sec. period) Equation 16-19 320
Seismic Use Group Table 1604.5 287
Seismic Design Category Table 1616.3(1) 324
(short period)
Seismic Design Category Table 1616.3(2) 324
(1 sec. period)
SEISMIC DESIGN CATEGORY This category determines the
(most severe of above two) design analysis and whether MEP
systems must be braced.
Analysis Procedure Used Section 1616.6 326
Building Components Subject To Section 1621 345
Seismic Design Requirements:
Architectural Section 1621.1.1 & 345
Mechanical Section 1621.1.6 347
Plumbing ditto 347
Electrical ditto 347
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Page 10 of 10
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
L�
627 Maple Avenue
Saratoga Springs NY 12866
Voice 518 580 1905
Fax 518 584 5012
Email rrr@nycap.rr.com
ephall@nycap.rr.com
Rozell Development— Professional Office Complex—Aviation Road
Mechanical Ventilation Calculations
Building#1
Mechanical ventilation rates for outside air per section M403.3 of the New York State Building Code
7 persons per 1000 SF for Office Space
50 persons per 1000 SF for Conference rooms
60 persons per 1000 SF for Reception areas
Total conference room sq. ft. —744 SF = 37 people at 20cfm per person = 740cfm required.
Total reception area sq. ft. —314 SF = 19 people at 15cfm per person = 285cfm required.
Total office area sq. ft. —7500 SF = 53 people at 20cfm per person = 1060cfm required.
Building #1 total cam required = 2085cfm which requires a 12" x 24" duct to be provided from the
mechanical room to the attic space for outside air intake.
Building #2
Due to small amount of conference room and open office area in building #2 entire building has
been calculated using 7 people per 1000 SF for office space.
Total building sq. ft. —5750 =41 people at 20cfm per person = 820cfm required.
820cfm requires a 12" x 12" duct to be provided from the mechanical room to the attic space for
outside air intake.
C:\ACADUtozelle-Whittemore\Paperwork\Mechanical calcs.doc 1
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Ins ection requ iv d:
Queensbury Building&Code Enforcement Arrive: a Depart: a
742 Bay Road, Queensbury,NY 12804 Inspector's Imtia
NAME: �jL� 1yE pAQ� ���� PERMIT
LOCATION: ?l� AJ�txTl���� DATE:
d LQG *-Z V
COMMENTS:
YZ 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
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors
> 10%> 1000 s . ft.
3/4 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 ge
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 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection req st iv
Queensbury Building&Code Enforcement Arrive: a p part: am/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initi s:
NAME: E PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Framing
Y N I N/A COMMENTS
Attic Access 22"x 30"minimum f:� RCA\VEOV��b
Jack Studs/Headers
Bracing/Bridging -
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly 1
12"O.C.
Headroom 6 ft. 8 in. I
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls 1
Metal Strapping for Notches Top Plate 1
1 'h 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 water 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
r �
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
627 Maple Avenue
Saratoga Springs NY 12866
Voice 518 580 1905
Fax 518 584 5012
Email ronrr@nycap.rr.com
ephall@nycap.rr.com
Special Inspection Report
To: Town of Queensbury-Building Department
From: Ethan Hall
Date: 14 December, 2007
Re: Rozell- Professional Office Complex-Aviation Road - Building 2
1 have reviewed the shell construction of the building for the referenced project. To the best of my
knowledge and belief these items have been installed in accordance with the design drawings and
subsequent modifications to the design drawings performed by this office. I understand that interior
drawings are being submitted by others for tenant fit-up. These drawings have not been reviewed
by this office.
If there are any questions please contact our office.
Regards,
Ethan
Xc: Jeff Mercure-Rozell Construction
Y:\Rozelle-Whittemore\Paperwork\Special Inspection Report 14 Dec 2007.doc 1
Septic Inspection Report
Office No. (518)761-8256 Date Inspection rWERMITNO.:
:
Queensbury Building&Code Enforcement Arrive: rt: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia
NAME: � F� L 1 i��t� T�11=�
LOCATION: 2X3-3 1 EM 10 D �` INSPECT ON:
RECHECK:
Comments and/or diallram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
-Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
-nPing Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan N
Engineer Report and As-Built Y N 6 1 V�� , f
Location of System on roperty: L7�
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Sta
Approved
Partial Approved and needs to be re-inspected,please call the Building& Codes Office
Disapproved
Last revised 1/6/05
o �
Septic Inspection Rep®re
Office No. (518)761-8256 Date Inspection eiv
Queensbury Building&Code Enforcement Arrive: 1^° part: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's InitiNAME: RDZYQL 1 �13� ,1��LOCATION: At`1 RT I C7eJ Rn T ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
End Caps
Location/Separations
Foundation to tank ft
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Pl N
Engineer Report a As-Built Y N
Location of System on Property:
Front Rear Left Side Ri ide
Middle Front Middl ear
System Use Sta s•
proved
rtial Approved and needs to be re-inspected, please call the Building&Codes Office
isapproved
Last revised 1/6/05
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection requ ei U
Queensbury Building& Code Enforcement Arrive: art: C
742 Bay Road, Queensbury,NY 12804 Inspector's
NAME: u a, ' .� w�.,- - PERMIT #: UAL S � ] �
LOCATION: INSPECT ON:-3 O
TYPE OF STRUCTURE:
ts
Y N N/A
V -1,R-2,R-3,R4 ra en
Cast Iron, Copper Drain ent/ mm
Plumb' Vent/Vents in Place
Plum m ONail Plates
1 % inch . rain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
*1a-in�wVents
5 or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction _
Water Supply Piping
Copper 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:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report Am November 17,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection requestrece' ed:
Queensbury Building& Code Enforcement Arrive: pm D art am th
742 Bay Road, Queensbury,NY 12804 Inspector's Initia
NAME: "� C'
e - � ' PERMIT #:
LOCATION: \ A 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
Rouo 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
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/No duct tape
COMMENTS:
L:\SueHemingway\$uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003
Framing Firestoppingy Inspection Report
Office No. (518) 761-8256 Date in1peonue t r e. d:
Queensbury Building&Code Enforcement Arrive;: / mart.
742 Bay Road,Queensbury,NY 12804 InspectoNAME: QPERMIT#:
LOCATION: INSPECT ON: (� �
TYPE OF STRUCT C',rrYvw. .
�� Y N N/A
ranting COMMENTS
Attic Access 22"x 30"minimum
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 INC',Headroom 6 ft. 8 in. INL Il- —'F vJ ?
Notches/Holes/Bearing Walls ,
Metal Strapping for Notches Top Plate
1 %s w 16 gauge 8) 16D nails each side VA--'
Draft stopping 1,000 sq. ft. floor trusses
Ancho olts 6 ft. or less on center
and water shield 24 inches from wall. (� I1dI�-�
Fire separation 1, 2, 3 hour
i
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed j
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 I
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H) '
20 in. (W) 1
5.7 sf above/below grade
5.0 sf grade
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspectio equest e ed: 4,;,T `
Queensbury Building&Code Enforcement Arrive: am/p Depart: - pm
742 Bay Rd., Queensbury,NY 12804 Inspector's iti
NAME: ERMIT#: `-
LOCATION: 6� INSPECT ON: _
TYPE OF STRUCTURE:
r
Comments
Y N NIA
Footings
Piers
Monolithic Slab
enforcement in Place
r 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 ab v
6 mil of for wet areas under sla
-Erac7fill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHerningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
r
L/
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspgtion request received:
Queensbury Building&Code Enforcement Arrive: `Ti' am/pm Depart: anv`pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: T ► ( PERMIT#: _ (OSA0
-37
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 I
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 i hes above footing
mil poly for wet areas under slab
ackfill Approval y�
PP 1-7-1
rwF.i1C—
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.(::odes.Inspection.FORMS\roundation Inspection Report.doc January 28,2003
/0- .--
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection req st r ei ed:
Queensbury Building &Code Enforcement Arrive: a 'pm Depart: a
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia
�I- (J RMIT#:
NAME: ��'�. ��_
LOCATION: SPECT 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.
Mat s f'or this purpose on sit .
F ation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12inch 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 ASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report lr
Office No. (518) 761-8256 Date InspectioneE
Queensbury Building &Code Enforcement Arrive: Depart: m
742 Bay Rd., Queensbury, NY 12804, Inspector's InitNAME: T-9f ` e'y
LOCATION: INSPECT ON:
TYPE OF STRU L E;
Comments
^�! Y N N/A
F tings Piers
Monolithic 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.
1.:\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: Af ZC am/pm Depart: v'pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: LL
NAME: �-L LAP. PERMIT#:kC}C✓//l/ -
LOCATION: INSPECT ON: --- 7 v
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 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.InspectionTORMSToundation Inspection Report.doc January 28,2003
3 _
�v
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspe tion request received:
Queensbury Building &Code Enforcement Arrive: 1111J am/pm Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: F _I AA �,,f' ?A PERMIT
LOCATION: r INSPECT ON:
TYPE OF STRUCT .
Comments
Y N N/A
Footi
ers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of th onerete.
M, rials for this purpose on site. +
Fo dation/Wallpour
Reinforcement in Place
Foun ion Dampproofing
undation/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.C'odes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
� l
Office No. (518) 761-8256 Date Inspection re est r cei ed-
Queensbury Building &Code Enforcement Arrive: p Depart: >,' m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initi f
NAME: 9a ERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Commen
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in PlaceA
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
oft ncrete.
otthals for this purpose on site.
ndation/Wallpour
einforce entin Place
Foun ion Dampproofing �T
undation/Waterproofing
Type of Dampproofing/ Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone: t � \
12 inch width
6 inches above footing '1
6 mil poly for wet areas under slabs-�
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 Inspection r quest r e' ed
Queensbury Building &Code Enforcement Arrive: am/pm Depart:
742 Bay Rd., Queensbury, NY 12804 inspector's In' ial
NAME: P rIT
#:LOCATION: CT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
(� Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
4 for 48 hogrsr*following the placement
of rete.
ials for this purpose on site.
�undation/Wallpour
Reinforcement in Place t
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 milpoly 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.
T.:\SueHemingway\Building.Codes.InspectionTORMSToundation Inspection Repoit.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection req st re e' ed- _
Queensbury Building&Code Enforcement Arrive: a 'pm Depart: m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial
NAME: C�,> �Q P IT#
LOCATION: INSPECT ON: 7
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.
Mat ials for this purpose on site.
F ation/Wallpour
Reinforcement in PlaceL—
Foundation Dampproofing15—�
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:tiSueHern ngway\Building.Codes.Inspection.FORMS\foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection4eq e ei ed:
Queensbury Building &Code Enforcement Arrive: Depart: a742 Bay Rd., Queensbury,NY 1 j804 Ins ector's InitiNAME: T#:
LOCATION: ��_� INSPECT ON:
TYPE OF STRUCTURE: -r .v.r.
Comments
-- _ Y N N/A� otings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil oly 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\13uilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
ff
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: ',kv am/pm Depart: �`, a pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _
NAME: C � f .�� PERMIT#: a5-- 37,6_
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 T
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
Backflll Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
I.:\SueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
�;SEry BC CALC®2003 DESIGN REPORT - US Tuesday,May 10,2005 09:48
Double 1 3/4" x 11 7/8"VERSA-LAM@ 3100 SP File Name: BIdg2.BCC:FB02 VC
Job Name: Professional Office Complex-Building 2 Description:Floor beam at right of s air
Address: 333 Aviation Road Specifier:
City,State,Zip:Queensbury, NY 12804 Designer: Ethan Hall JUN () 1 2005
Customer. Rozell Construction Company: Rucinski Hall Architecture
Code reports: ICBO 5512, NER 629 Misc: T,,WPi „, E __ _ -
BUILDING AND CODE
r— Standard Load-50 psf 110 psf Tributary 21-03-00
BO 10-01-12 B1 10-01-12 62 10-01-12 63 10.01-12 10-01-12 65
4823 lbs LL 12895 lbs LL 12276 lbs LL 12276 lbs LL 12895 lbs LL 4823 lbs LL
898 lbs DL 2574 lbs DL 2215 lbs DL 2215 lbs DL 2574 lbs DL 898 lbs DL
Total Horizontal Length-50-08-12
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 50-08-12 Live 50 psf 21-03-00 100%
Member Type: Floor Beam Dead 10 psf 21-03-00 90%
Number of Spans: 5
Left Cantilever. No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 15120 ft-lbs 71.1% 100% 6 2-Left
Slope: 0/12 Neg.Moment -15120 ft-lbs 71.1% 100% 9 4-Right
Tributary: 21-03-00 End Shear 4447 lbs 55.3% 100% 4 1 -Left
Cont.Shear 6744 lbs 83.9% 100% 6 1 -Right
Total Load Defl. U549(0.222") 43.7% 4 1
Live Load Defl. U627(0.194") 57.4% 4 5
Live Load: 50 psf Total Neg. Defl. -0.108" 21.7% 4 2
Dead Load: 10 psf Max Defl. 0.222" 22.2% 4 1
Partition Load: 0 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-7/8".
who would rely on the output as Minimum bearing length for B1 is 5-1/4".
evidence of suitability for a Minimum bearing length for B2 is 4-7/8".
particular application. The output Minimum bearing length for B3 is 4-7/8".
above is based upon building Minimum bearing length for B4 is 5-1/4".
code-accepted design properties Minimum bearing length for B5 is 1-7/8".
and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
of BOISE engineered wood
products must be in accordance Connection Diagram
with the current Installation Guide Member has no side loads.
and the applicable building codes.
To obtain an Installation Guide or if Connectors are: 16d Sinker Nails
you have any questions,please call
(800)232-0788 before beginning a=2"
product installation.
b=3"
BC CALC®, BC FRAMER®,BCI®, c=7-7/8" a 1.
BC RIM BOARD rm,BC OSB RIM d-12 R77,
BOARDT"' BOISE GLULAM rm,
VERSA-LAM®,VERSA-RIM®, C
VERSA-RIM PLUS®, ,.
VERSA-STRANDTm,
VERSA-STUD®,ALLJOISTO and
AJSTM are trademarks of
Boise Cascade Corporation. -
Page 1 of 1
BC CALC®2003 DESIGN REPORT - US Tuesday,May 10,2005 09:17
B�SE-
Single 11 7/8"AJSTm 25 MSR File Name: Bldg2.BCC:J01
Job Name: Professional Office Complex-Building 2 Description:Floor framing joists
Address: 333 Aviation Road Specifier:
City,State,Zip:Queensbury,NY 12804 Designer: Ethan Hall
Customer: Rozell Construction Company: Rucinski Hall Architecture
Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc:
Standard Load-50 psf l 15 psf l 10 psf OC Spacing 1W
I
BO,1-1/2" B1,1-1/2"
567 Ibs LL 567 Ibs LL
283 Ibs DL 283 Ibs DL
Total Horizontal Length-17-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur.
S Standard Load Unf.Area Left 004)0-00 17-00-00 Live 50 psf 16" 100%
Member Type: Joist Dead 15 psf 16" 90%
Number of Spans: 1 Partition 10 psf 16" 100% .
Left Cantilever. No
Right Cantilever: No Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Slope: 0/12 Moment 3612 ft-Ibs 61.9% 100% 2 1 -Internal
OC Spacing: 16" Neg.Moment 0 ft-Ibs n/a 100%
Repetitive: Yes End Reaction 850 Ibs 74.3% 100% 2 1 -Left
Construction Type:Glued Total Load Defl. U549(0.371") 43.7% 2 1
Live Load Defl. U824(0.248") 58.2% 2 1
Live Load: 50 psf Max Defl. 0.371" 37.1% 2 1
Dead Load: 15 psf Span/Depth 17.2 n/a 1
Partition Load: 10 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(U240)Total load deflection criteria.
Design meets User specified(U480)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1')Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-1/2".
who would rely on the output as Minimum bearing length for B1 is 1-1/2".
evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
particular application. The output
above is based upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®, BC FRAMER®, BCIG,
BC RIM BOARDTm,BC OSB RIM
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Page 1 of 1
SEISMIC REVIEW SUMMARY
PROJECT:
LOCATION: "✓y ZIP CODE: b
ITEM Value BCNYS BCNYS
Code Section Page No.
Site Class Table 1615.1.1 317
(default to site class D) Section 1615.1.1 316
S, (short period) Figure 1615(1) 318
S, (t second period) ! Figure 1615(2) 319
F, (site coefficient—short) 2 , r Table 1615.1.2(1) 320
F, (site coefficient-1 sec.) i. Table 1615.1.2(2) 320
S., (short period adjusted) ;r Equation 16-16 317
Sm, (1 sec. period adjusted) b. 3;; Equation 16-17 317
Sos (short period) Equation 16-18 320
Sp, (1 sec. period) * Equation 16-19 320
Seismic Use Group Z Table 1604.5 287
Seismic Design Category p Table 1616.3(1) 324
(short penod)
Seismic Design Category Table 1616.3(2) 324
(1 sec. period)
SEISMIC DESIGN CATEGORY This category determines the
(most severe of above two) design analysis and whether MEP
systems must be braced.
Analysis Procedure Used �,,.v Section 1616.6 326
Building Components Subject To _�'„+�, r�,�.a.• Section 1621 345
Seismic Design Requirements:
Architectural - La 1; Section 1621.1.1 & 345
Mechanical Section 1621.1.6 347
Plumbing ditto 347
Electrical .J ditto 347
PROFESSIONAL OFFICE COMPLEX
QUEENSBURY, NY
STRUCTURAL CALCULATIONS FOR:
LATERAL ANALYSIS
SNOW LOADING DIAGRAMS
PREPARED BY:
SCHODER RIVERS ASSOCIATES
23 1 5-2 RT. 9N
LAKE GEORGE, NY 1 2845
CLIENT:
RUCINSKI HALL ARCHITECTURE
627 MAPLE AVE.
SARATOGA SPRINGS, NY 1 2866
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tnQ687
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Shaun M. Rivers
NYSPE # 066587
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04-507 Rozell Professional Offices 9 er
Date and Time: 4/12/2005 2:56:12 PM 7/,7 oy-s�
MCE Parameters - Conterminous 48 States
Zip Code - 12804 Central Latitude = 43.349572
Central Longitude = -073.677666
Data are based on the 0.10 deg grid set
Period SA
(sec) (%g)
0.2 034.2 Map Value, Soil Factor of 1.0
1.0 010.1 Map Value, Soil Factor of 1.0
MCE Parameters x Specified Soil Factors
0.2 075.6 Soil Factor of 2.21
1.0 035.4 Soil Factor of 3.50
MCE Parameters - Conterminous 48 States
Zip Code - 12804 Central Latitude = 43.349572
Central Longitude = -073.677666
Data are based on the 0.10 deg grid set
Period SA
(sec) (%g)
0.2 034.2 Map Value, Soil Factor of 1.0
1.0 010.1 Map Value, Soil Factor of 1.0
MCE SPECTRUM x SOIL FACTORS
Fa = 2.21
Fv = 3.50
Period SA
(sec) (%g)
0.000 030.2 0.4FaSs
0.094 075.E To
0.200 (n � T=0.2, FaSs
0.469 075.6 Ts
0.500 070.9
0.600 059.1
0.700 050.7
0.800 044.3
0.900 039.4
1.000 Cjj35 T=1.0, FvS1
1.100 032.2
1.200 029.6
1.300 027.3
1.400 025.3
1.500 023.6
1.600 022.2
1.700 020.9
1.800 019.7
1.900 018.7
2.000 017.7
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04-507
5/18/2005
LHC
Load Comb, 1.07D+,76Vs+L+S Roof[Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs ()
H,
R, Vm-,
H,
Rb
L
Wall Line A
H,(it) 10.00 Well L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,„) Uplift(Load Comb„)' Uplift(Load Comb,,,)' Comp.(Load Comb,)
Hb(ft) 0.00 Wall, Wallb Total Fndn Wall, Wall„ Total Fndn R, Rb R, R, R, R,
Vertical Loads Al 9.79 1.02 0.00 83 0 83 127 53 180 -269 -269 -620 -620 1388 1388
Dead Roof (lb/ft) 72 A2 7.17 1.39 0.00 83 0 83 127 53 180 -420 -420 -753 -753 1388 1388
Dead Wall,(lb/ft) 120 A3 7.17 1.39 0.00 83 0 83 127 53 180 -420 -420 -753 -753 1388 1388
Dead Floor(Ib/ft) 0 A4 1 9.79 1.02 0.00 83 0 83 127 53 180 -269 -269 -620 -620 1388 1388
Dead Well,(lb/ft) 0
Snow Roof(lb/ft) 200
Live Floor Ib/ft 0
Lateral Loads *.
Vw Roof(lb) 2824
Vw Floor(lb) 0
Vs Wall,(Ib/ft) 40
Vs Wall,(lb/ft) 0
Vs Roof(lb) 4310
Vs Floor lb) 2368 Totat 33.92
'Negative sign indicates net uplift force
04-507
1 4/19/2005
LHC
Load Comb, 1.01D+.76Vs+LtS.! RooftWalll Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,i, .53D+.76Vs () 9
tl lY V-0
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RI Unow
Hp
Rb
L j
Wall Line B V
H,(ft) 10.00 Wall L(ft) A.R. A.R, Wall Shear(Load Comb„) Wall Shear(Load Comb„j) Uplift(Load Comb„) Uplift(Load Comb,,,) Comp.(Load Comb 1)
Hb(ft) 9.67 1 2 Wall, Wally Total Fndn Wall, Wally Total Fndn R, Rb R, Rb R, Rb
Ver—figaLloads Bt 15.50 0.65 0.62 198 0 198 251 143 393 -1606 -3160 -2153 -5614 2538 6371
Dead Roof (lb/ft) 0
Dead Wall,(Ib/ft) 80 i
Dead Floor(lb/ft) 0
Dead Wally(Ib/ft) 77
Snow Roof(lb/ft) 0
Live Floor(lb/ft) 0
Lateral Loads
Vw Root(lb) 3066
Vw Floor b 0 i
Vs Wall,(Ib/ft) 7 i
Vs Wallb(lb/ft) 7
Vs Roof(lb) 5006
Vs Floor(lb)_ 2801 Total 15.50
Negative sign indicates net uplift force
04-507
4/19/2005
LHC
Load Comb, 1.07D+.76Vs+L43/ Roof/Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs /G 7
g g 6 Vroof
HI R 1 Vlb«
Hb
Rb
L
Wall Line C
HI(ft) 10.00 Wall L(R) ,)A.R. A.R. Wall Shear(Load Comb 11) Wall Shear(Load Comb,, Uplift(Load Comb 11) Uplift(Load Comb,,,) Comp.(Load Comb 1)
Hb(ft) 9.67 1 2 Wa111 Wallb Total Fndn Wall 1 Wallb Total Fndn RI Rb RI Rb RI Rb
Verti al-Loads C1 15.50 0.65 0.62 333 0 333 470 272 742 -2959 -5821 -4342 -11175 4728 11931
Dead Roof IWft 0
Dead Wall,(lb/R) 80 /
Dead Floor Ib/ft 0
Dead Wallb(IWft) 77 /
Snow Roof Ib/ft 0
Live Floor IWft 0
Lateral Lgads
Vw Roof Ib) 5163
Vw Floor b 0
Vs Wall,(Ib/ft) 7
Vs WallbOb/ft) 7
Vs Roof(lb) 9472
Vs Floor(lb) 5447 Total 15.50
Negative sign indicates net uplift force
� 3l
04-507
5/1 812 00 5
LHC
Load Comb, 1 07D+,76Vs+L+S Roof/Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs qR
H,
Vow
Hb
L f�
Wall Line D lJ
H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„)' Uplift(Load Comb,,,)' Comp.(Load Comb,)
Hb(ft) 0.00 1 1 Wall, Wallb Total Fndn Wall, Wall, Total Fndn R, R, R, Rb R, Rb
VVggical Loads Dt 8.67 1.15 0.001 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189
Dead Roof Ib/ft) 72 D2 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189
Dead Wall,(lb/ft) 120 D3 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189
Dead Floor(lb/ft) 0 D4 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189
Dead Wallb(lb/ft) 0
Snow Roof(lb/ft) 200
Live Floor Ib/ft 0
Lgtgral Loads
Vw Roof(lb) 4921
Vw Floor(lb) 0
Vs Wall,(lb/ft) 40
Vs Wallb(lb/ft) 0
Vs Roof(lb) 8064
Vs Floor(lb) 4516 Total 34,68
Negative sign indicates net uplift force
1
04-507
5/18/2005
LHC
Load Comb 1.07D+.76Vs+L+S Roof/Wall/
Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs
/L--] V-f
H, (�(_^
RI �= Vnow
Hp
Rb
L
Wall Line E
H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb,i)' Uplift(Load Comb 111)' Comp.(Load Comb,)
Heft) 0.00 1 Wall, Wall„ Total Fndn Wall, Wall,, Total Fndn R, Rp R, R,, R, Rp
Yqr ical Loads El 6.79 1.47 0.00 114 0 114 249 136 385 207 207 -1148 -1148 3807 3807
Dead Roof (lb/ft) 540 E2 6.79 1.47 0.00 114 0 114 249 136 385 207 207 -1148 -1148 3807 3807
Dead Wall,(Ib/ft) 120 E3 6.79 1.47 0.00 114 0 114 249 136 385 207 207 -1148 -1148 3807 3807
Dead Floor(lb/ft) 0 E4 18.42 0.54 0.00 114 0 114 249 136 385 2510 2510 886 886 3807 3807
Dead Wallo(lb/ft) 0
Snow Roof(lb/ft) 1500
Live Floor(Ib/ft 0
Lateral Loads
Vw Roof(lb)
4411
Vw Floor(lb) 0
Vs Wall,(Ib/ft) 40
Vs Wall,,(Ib/ft) 0
Vs Roof(Ib) 11146
Vs Floor(lb) 6943 Total 38.79
Negative sign indicates net uplift force
04-507 J 3
5/1812005
LHC
Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis
Load Comb,i .6D+W Floor Weight
Load Comb,,, .53D+.76Vs
� � Vwnl
H,
R i Veom
Hp
Rb
L
Wall Line G
H,(ft) 10.00 Wall L(ft) A.R.1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„)' Uplift(Load Comb,,,)' Comp.(Load Comb,)
Hb(ft) 0.00 Wall, Wall, Total Fndn Wall, Wallb Total Fndn R, Rb R, R, R, R,
Vgrtical Loads G1 6.79 1.47 0.00 138 0 138 277 152 429 -35 -35 -1431 -1431 4090 4090
Dead Roof Ib/ft) 540 G2 6.79 1.47 0.00 138 0 138 277 152 429 -35 -35 .1431 -1431 4090 4090
Dead Wall,(Ib/ft) 120 G3 11.79 0.85 0.00 138 0 138 277 152 429 955 955 -557 -557 4090 4090
Dead Floor(lb/ft) 0 G4 11.79 0.85 0.00 138 0 138 1 277 152 429 955 955 -557 -557 4090 4090
Dead Wallb(Ib/ft) 0
Snow Roof Ib/ft 1500
Live Floor ib/ft 0
Lateral Loads
Vw Roof(lb) 5125
Vw Floor(lb) 0
Vs Wall,(lb/ft) 40
Vs Wall,(lb/ft) 0
Vs Roof(lb) 12061
Vs Floor(Ib) 7435 Total 37.16
Negative sign indicates net uplift force
5y
04- 07
5/1812005
LHC
Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs
H,
4Rb
Vfia�
Hs
L
Wall Line H
H,(ft) 10.00 Wall L(ft) A.R. 1 A.R 2 Wall Shear(Load Comb„) Wall Shear(Load Comb,0 Uplift(Load Comb,,)' Uplift(Load Comb,,,)' Comp.(Load Comb,)
.
Hb(ft) 0.00 Wall, Wall,, Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rb
Vertical Loads H1 6.79 1.47 0.00 84 0 84 112 44 156 -591 -591 -750 -750 1051 1051
Dead Root Ib/ft 0 H2 6.79 1.47 0.00 84 0 84 112 44 156 591 591 750 750 1051 1051
Dead Wall,(lb/ft) 120
Dead Floor(lb/ft) 0
Dead Wallb(lb/ft) 0
Snow Roof Ib/ft 0
Live Floor(lb/ft) 0
Lateral.Loads
Vw Roof(lb) 1134
Vw Floor(lb) 0
Vs Wall,(lb/ft) 40
VsWall,,(Iblft) 0
Vs Roof(lb) 1454
Vs Floor(lb) 782 Total 13.58
Negative sign indicates net uplift force
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COMPANY PROJECT py-S
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WoodWorks"
S0)MAW IOR h 0 Al
Apr. 19,2005 17:37:10• endpost.wwc
I I l✓ '71��
Design Check Calculation Sheet
i
LOADS: I Ibs,psf,or pif)
,ad I T rp , DlstC.it, tion Mao-,tu..ie L,,=tiion ;'-', P t r_, i
MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS :
i
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0 10'
Lumber n-ply, S-P-F (S), No.2, 2xV, 2-Plys
pinned base,Loadface=width(b)built-up fastener:nails Ke x Lb: 1.00 x 0.00=0.00[ft]Ke x Ld:1.00 x 10.00=10.00[ft]repetitive factor:applied
where permitted(refer to online help)Load Combinations:ASCE 7-95
SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in)
ADDITIONAL DATA:
Fr .CT(;FS. e CD Cc'! Ct _ fu LC
L= "Ie ._Z3..•?w ,S'i= In _=_7L3_t _ ._.._ __ __._-.
(A11 LC s ._e _. Y_ej is r`e Ai, -
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3.
COMPANY PROJECT
WoodWorks.
A(W rWARI top W(W)II 1118MN
Apr. 19,zoo5 17:50:08, endpoSt2.wwc
Design Check Calculation Sheet
LOADS: (Ibs,psf,or plf)
Locatin Ift'l Pattern
Ude
TyFe C)istribt
-Da,
Vie: a.x
MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS :
CY 10
Lumber n-ply,S. Pine, No.2, 2xV, 2-Plys
pinned base,Load face=width(b)built-up fastener.nails Ke x Lb:1.00 x ODD=0.00[ft]Ke x Ld:1.00 x 1 0.00=10.00[ft]repetitive factor:applied
where permitted(refer to online help)Load Combinations:ASCE 7-95
SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in)
ADDITIONAL DATA:
F co CM Ct CL CF C f u CL7 :-Cd
L Kf
L=1 ='z r.,:W 'Vi L j L 7,L L
II L1_'s are liti t am j L r, L."i e An a I v-- s ou t L L!'
DESIGN NOTES:
1.Please verity that the default deflection limits are appropriate for your application.
2. BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3.
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04-507
5/18/2005
LHC
Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs
HA
H,
R, /t= VAow
H,
Rb
L �?
Wall Line I
H,(ft) 10.00 Wall L(R) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„)' Uplift(Load Comb,,,)' Comp.(Load Comb,)
Hb(ft) 0.00 1 1 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, R, R, Rb R, R,
Vertical Loads 11 13.391 0.75 0.00 163 0 163 176 82 257 -854 -854 -923 -923 1875 1 1875
Dead Roof Ib/ft 72 12 9.241 1.08 0.00 163 0 163 176 82 257 -1093 -1093 -1134 -1134 1875 1875
Dead Wall,(Ib/ft) 120 13 9.57 1.04 0.00 163 0 163 176 82 257 -1074 -1074 -1118 -1118 1875 1875
Dead Floor Ib/ft 0 14 13.39 0.75 0.00 163 0 163 176 82 257 -854 -854 -923 -923 1875 1875
Dead Wallb(lb/ft) 0
Snow Roof Ib/ft 200
Live Floor Ib/ft 0
Lateral Loads
Vw Roof(lb) 7410
Vw Floor(lb) 0
Vs Wall,(Ib/ft) 40
Vs Wallb(Ib/ft) 0
Vs Roof(lb) 8713
Vs Floor(lb) 4889 Total 45.59
Negative sign indicates net uplift force
53
04-507
5/18/2005
LHC
Load Comb i 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+•76Vs
H,
RI Vnoor
H,
Rb
L
Wall Line J
H,(R) 10.00 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„)' Uplift(Load Comb,,,)' Comp.(Load Comb,)
Wall L(ft) A.R. 1 A.R.2
Hb(ft) 0.00 Wall, Wallb Total Fndn Wall, Wall, Total Fndn R, R, R, R, R, Rb
V rtical oads J1 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975
Dead Roof (Iblft) 72 J2 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975
Dead Well,(Ib/R) 120 J3 7.11 1.41 0.00 174 0 174 186 87 273 1327 1327 1342 1342 1975 1975
Dead Floor(lb/ft) 0 J4 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975
Dead Wall,(lb/ft) 0 J5 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975
Snow Roof(lb/ft) 200 J6 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975
Live Floor Ib/ft) 0
Lateral Loads
Vw Roof(lb) 7410
Vw Floor Ib) 0
Vs Wall,(Ib/ft) 40
Vs Walib(Iblft) 0
Vs Roof(lb) 8713
Vs Floor(lb) 4889 Total 42.66
Negative sign indicates net uplift force
54
04-507
5/18/2005
LHC
Load Comb, 1 07D+.76Vs+L+S Roof/Wall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb,,, .53D+.76Vs T
H,
VRO.,
H,
Wall Line K _
H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb ii) Wall Shear(Load Comb,,,) Uplift(Load Comb I)* Uplitt(Load Comb,„)` Comp.(Load Comb,)
H,(ft) 0.00 1 1 Wall, Wall, Total Fndn Wall, Wall, Total Fndn R, R, R, R, R, Ry
Vertical Loads K1 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050
Dead Roof Ib/ft 617 K2 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050
Dead Wall,(lb/ft) 120 K3 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050
Dead Floor Ib/ft 0 K4 7.09 1.41 0.00 198 0 198 253 131 385 .413 -413 -998 -998 4050 4050
Dead Wall,(lb/ft) 0
Snow Roof Ib/ft 1713
Live Floor Ib/ft 0
Lateral Loads
Vw Roof(lb) 5618
Vw Floor(lb) 0
Vs Wall,(Ib/ft) 40
Vs Wall,(lb/ft) 0
Vs Roof(lb) 8323
Vs Floor(lb) 4898 Total 28.36
Negative sign indicates net uplift force
55
04-507
5/18/2005
LHC
Load Comb, 1.07D+.76Vs+L+S RooftWall/ Lateral Analysis
Load Comb„ .6D+W Floor Weight
Load Comb iii .53D+.76Vs
Vrool
H,
R, /t _ Vfloor
H,, _J
Rb
L f?
Wall Line L �J
H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,/ Uplift(Load Comb„)' Uplift(Load Comb i„)' Comp.(Load Comb,)
H,,(ft) 0.00 1 1 Wall, Wall,, Total Fndn Wall, Wall,, Total Fndn R, R,, R, R,, R, R,,
Vertical Loads L1 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 4230
Dead Roof (lb/ft) 617 L2 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 .1281 -1281 4230 4230
Dead Wall,(lb/ft) 120 L3 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 4230
Dead Floor(lb/ft) 0 L4 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 4230
Dead Wall,,(Ib/ft) 0
Snow Roof(lb/ft) 1713
Live Floor Ib/ft 0
Lateral Loads
Vw Roof(lb 5618
Vw Floor(lb) 0
Vs Wall,(lb/ft) 40
Vs Wall,,(lb/ft) 0
Vs Roof(lb) 8323
Vs Floor(lb) 4898 Total 26.24
'Negative sign indicates net uplift force
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RoZER
Industries, Inc.
129 PARk RoAd-QUENsbuRy-NY- 12804
Phone:(518)793-2634 fax:(518)793-2865
Toll FRee(877)501-0055
SEP 1 9 2005O
N
Mr. Dave Hatin
Town of Queensbury
Building Code Enforcement
Re: Aviation Road Office Complex
Dave,
A new 6"water line from Manor Drive will cross through 100 %replacement area.
Placement of water line will be a minimum of 10' from septic line and tank. If sewage
disposal bed needs replacing in future it will be removed and replaced.
Sincerely, lq)29
J/hn . Mulligan
05/31/2005 19:26 5188997496 SJB SERVICES PAGE 02/02
Contract
Drilling j
and
7 ,
_ Testing RECEIVED
-- JUN 0 1 2009
TOWN OF QUEENSBURY
BUILDING AND CODE
_ May 31,2005
To whom it may concern:
SJB Services,Inc. has been retained by Rozell Industries,Inc. to perfoun concrete
testing services during the construction of the new Aviation Road Professional
Services Building located in Queensbury,New York.
Should you have any questions or require additional information.,please contact the
undersigned.
Sincerely,
SJB Services,Inc.
William G. Stanton
Eastern Regional Manger
SCHODER RIVERS Evergreen Professional Park
RASSOCIATES
453 Dixon Road, Suite 7, Bldg.3 Consulting Engineers, P.G. Queensbury,NY 12804
Tel. (518) 761-0417
Fax. (518) 761-0513
Rozell Industries, Inc. l� January 5, 2006
129 Park Road SRA 04-507
Queensbury, NY 12804
ATTN: Peter Rozell
RE: Inspection of wastewater disposal system for Building No. 1 - Professional
Office Complex- 333 Aviation Road, Queensbury, NY.
Dear Peter:
At your request, I met with Jeff Mercure of your office and conducted a field visit at 8:15
AM on January 5, 2006 to review the installed Eljen wastewater disposal system for
Building No. 1. In my opinion, the system has been installed in substantial compliance
with the requirements of the project design drawings and, upon receipt of final approval
from the Town of Queensbury, may be backfilled to finished grade.
Mr. Mercure noted that the water service line for this building was installed across the
100% replacement area location for this system indicated on the drawings. We
understand that this was done incoordination with the Town of Queensbury and that a
letter to the Town stating that future possible replacement of this system will be
completed by removal of the failed system and replacement at the same location. In
our opinion, this is an acceptable approach for potential future system replacement.
Notes should be provided on the record drawings which clearly indicate the as-built
location of the water line and the intent for future replacement of the system in the
event of failure.
Thank you for the opportunity to provide these engineering services. Please call if you
have any questions.
Sincerely,
-41'114z'e�--
Carl B. Schoder, PE
Principal
cc: Ethan Hall, AIA - Rucinski Hall Architects -via fax @ 584-5012
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RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
G�
627 Maple Avenue �zJ,
Saratoga Springs NY 12866
Voice 518 580 1905
Fax 518 584 5012
Email rrr@nycap.rr.com
ephall@nycap.rr.com
Rozell Development— Professional Office Complex—Aviation Road
Mechanical Ventilation Calculations
Building#1
Mechanical ventilation rates for outside air per section M403.3 of the New York State Building Code
7 persons per 1000 SF for Office Space
50 persons per 1000 SF for Conference rooms
60 persons per 1000 SF for Reception areas
Total conference room sq. ft. —744 SF = 37 people at 20cfm per person = 740cfm required.
Total reception area sq. ft. —314 SF = 19 people at 15cfm per person = 285cfm required.
Total office area sq. ft. —7500 SF = 53 people at 20Gfm per person = 1060cfm required.
Building #1 total cam required = 2085cfm which requires a 12" x 24" duct to be provided from the
mechanical room to the attic space for outside air intake.
Building #2
Due to small amount of conference room and open office area in building #2 entire building has
been calculated using 7 people per 1000 SF for office space.
Total building sq. ft. —5750 =41 people at 20cfm per person = 820cfm required.
820cfm requires a 12" x 12" duct to be provided from the mechanical room to the attic space for
outside air intake.
C:\ACAD\Rozelle-Whittemore\Paperworkuviechanical caics.doc 1
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Memorandum
To: Dave Hatin
From: MJ Palmer
Date: 6/14/2005
Re: Schoder-Rivers 2005 376
Plan review for the above permit is as follows:
1) Add two directional exit signs outside work areas 11& 15
2) Add emergency light at center stairs in basement,or change to combo pak
3) Fire extinguisher locations to be discussed
4) Wood truss identification signs required
TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT
co
Permit Number
Envelope Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck-EZ So$ware Version 3.0 Release la
Data filename: C:\ACAD\Rozelle-Whittemore\BLDG.-#2\13ldg-2.cck
Section 1: Project Information RECEIVED
Project Name: Processional Once Complex-Rozell Development A Zll�5
333 Aviation Road, Quecnsbury NY
Designer/Contractor: Rozell Development TOWN OF QUEENSBURY
Document Author: Rucinski Hall Architecture-Ethan Hall BUILDING AND CODE
627 Maple Ave, Saratoga Springs NY
Section 2: General Information
Building Location(for weather data): Warren, New York
Climate Zone: 15
Heating Degree Days (base 65 degrees F): 7635
Cooling Degree Days (base 65 degrees F): 366
Project Type: New Construction
Window/Wall Ratio: 0.13
Building Type Floor Area
Office 5628
Section 3: Requirements Checklist
Bldg.
Dept.
Use
Air Leakage, Component Certification, and Vapor Retarder Requirements
[ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed.
[ ] 2. Windows, doors, and skylights certified as meeting leakage requirements.
[ ] 3. Component R-values &U-factors labeled as certified.
[ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors.
[ ] 5. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped
with motorized dampers.
[ ] 6. Cargo doors and loading dock doors are weather sealed.
[ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an
appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and
with 3 inches clearance from insulation material.
Climate-Specific Requirements
Gross Cavity Cont. Proposed Budget
Component Name/Descri to ion Area R-Value R-ValueU FactorU Factor
Roof 1: All-Wood Joist/Rafer/Truss 5628 38.0 0.0 0.028 0.051
Exterior Wall 1: Wood Frame, Any Spacing 3290 19.0 0.0 0.068 0.074
Window 1: Wood Frame:Double Pane with Low-E
Clear, SHGC 0.30 381 -- -- 0.240 0.520
Door 1: Glass, Clear, SHGC 0.50 36 --- -- 0.350 0.520
Door 2: Glass, Clear, SHGC 0.50 36 --- -- 0.350 0.520
Door 3: Solid 21 --- --- 0.300 0.120
Basement Wall 1: Solid Concrete or Masonry<= 8"
Furring: None, Wall Ht 8.7, Depth B.G. 8.0 2818 --- 10.0 0.088 0.098
(a)Budget U-Factors are used for software baseline calculations ONLY,and are not code requirements.
Envelope PASSES: Design 19%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 New
York State Energy Conservation Construction Code requirements in COMcheck--EZ Version 3.0 Release la and to
comply with the mandatory requirements in the Requirements Checklist.
When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her
knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code.
-15,;Nd pl�' N f f4 moy u6
Principal Envelope Designer-Name Signature Date
Permit Number
Lighting and Power Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck-EZ So$ware Version 3.0 Release la
Data filename: C:\ACAD\Rozelle-Whittemore\BLDG.-#2\Bldg-2.cck
Section 1: Project Information
Project Name: Professional Office Complex-Rozell Development
333 Aviation Road, Queensbury NY
Designer/Contractor: Rozell Development
Document Author: Rucinski Hall Architecture-Ethan Hall
627 Maple Ave, Saratoga Springs NY
Section 2: General Information
Building Use Description by: Whole Building Type
Project Type: New Construction
Building Type Floor Area
Office 5628
Section 3: Requirements Checklist
Bldg.
Dept.
Use
[ ] Interior Lighting
1. Total actual watts must be less than or equal to total allowed watts
Allowed Watts Actual Watts Complies(Y/N)
7316 3366 YES
Exterior Lighting
[ ] 2. Type(s)of exterior lighting sources:
_Fluorescent _Metal Halide —High-Pr. Sodium
Exceptions:
Specialized signal, directional, and marker lighting; lighting highlighting exterior£atures of
historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting.
Controls, Switching, and Wiring
[ ] 3. Master switch at entry to hotel/motel guest room.
[ ] 4. Individual dwelling units separately metered.
[ ] 5. Minimum oftwo switches, dimmer, or occupancy sensor in each space.
Exceptions:
Only one luminaire in space;
Security lighting, 24 hour lighting;
The area is a corridor, storage, restroom, retail sales area or lobby.
[ ] 6. Automatic lighting shutoffcontrol in spaces greater than 250 sq.11 in buildings larger than 5,000 sq.1.
[ ] 7. Photocell/astronomical time switch on exterior lights.
Exceptions: Areas requiring lighting during daylight hours
[ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires.
Exceptions:
Electronic high-frequency ballasted luminaires not on same switch
[ ] 9. Transf n-ners meet minimum efficiencies listed in Table 805.6.1 or 805.6.2.
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 New
York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to
comply with the mandatory requirements in the Requirements Checklist.
When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her
knowledge, belies; and professional judgment, such plans or specifications are in compliance with this Code.
Principal Lighting Designer-Name Signature Date
Lighting Application Worksheet
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 3.0 Release la
Section 1: Allowed Lighting Power Calculation
A B C D
Total
Floor Allowed Allowed
Area Watts Watts
Building Tyne (12) (watts/$21(B x CZ
Office 5628 1.3 7316
Total Allowed Watts = 7316
Section 2: Actual lighting Power Calculation
A B C D E F
Fixture Fixture Description/ Lamps/ # of Fixture
ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. x E
1 48" T8 32W /Electronic 3 72 38 2736
2 Other/Electronic 1 26 15 390
3 Incandescent 60W 1 4 60 240
Total Actual Watts= 3366
Section 3: Compliance Calculation
Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies.
Total Allowed Watts= 7316
Total Actual Watts= 3366
Project Compliance= 3950
Lighting PASSES: Design 54%better than code
9-00,5- 37(,
Permit Number
Mechanical Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck-EZ So$ware Version 3.0 Release la
Data filename: C:\ACAD\Rozelle-Whittemore\BLDG.-#2\Bldg-2.cck
Section 1: Project Information
Project Name. Professional Office Complex -Rozell Development
333 Aviation Road, Queensbury NY
Designer/Contractor: Rozell Development
Document Author: Rucinski Hall Architecture-Ethan Hall
627 Maple Ave, Saratoga Springs NY
Section 2: General Information
Building Location(for weather data): Warren, New York
Climate Zone: 15
Heating Degree Days (base 65 degrees F): 7635
Cooling Degree Days (base 65 degrees F): 366
Project Type: New Construction
Section 3: Mechanical Systems List
Quantity System Type& Description
1 HVAC System 1: Heating: Central Furnace, Gas/Cooling: Field-Assembled DX System, Capacity<65
kBtu/h, Air-Cooled Condenser/ Single Zone
Section 4: Requirements Checklist
Bldg.
Dept.
Use
Requirements Specific To:HVAC System 1
[ ] 1. Newly purchased heating equipment meets the heating efficiency requirements
[ ] 2. Specified equipment consists of field-assembled components-efficiency documentation provided
Generic Requirements: Must be met by all systems to which the requirement is applicable
[ ] 1. Load calculations per 1997 ASHRAE Fundamentals
[ ] 2. Plant equipment and system capacity no greater than needed to meet loads
-Exception: Standby equipment automatically offwhen primary system is operating
-Exception: Multiple units controlled to sequence operation as a function of load
[ ] 3. Minimum one temperature control device per system
[ ] 4. Minimum one humidity control device per installed humidification/dehumidification system
[ ] 5. Thermostatic controls has 5 deg. F deadband
-Exception: Thermostats requiring manual changeover between heating and cooling
[ ) 6. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7-day clock,
2-hour occupant override, 10-hour backup
-Exception: Continuously operating zones
-Exception: 2 kW demand or less, submit calculations
[ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm
[ ] 8. Outside-air source for ventilation; system capable ofreducing OSA to required minimum
[ ] 9. R-5 supply and return air duct insulation in unconditioned spaces
R-8 supply and return air duct insulation outside the building
R-8 insulation between ducts and the building exterior when ducts are part of building assembly
-Exception: Ducts located within equipment
-Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg. F.
[ ] 10. Ducts sealed-longitudinal seams on rigid ducts; transverse seams on all ducts;
UL 181A or 181B tapes and mastics
[ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment
[ ] 12. Hot water pipe insulation: 1 in. for pipes<=1.5 in. and 2 in. iDr pipes>1.5 in.
Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes<=1.5 in. and 1.5 in. for pipes>1.5 in.
Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. fDr pipes >1.5 in.
-Exception: Piping within HVAC equipment
-Exception: Fluid temperatures between 55 and 105 deg. F
-Exception: Fluid not heated or cooled
-Exception: Runouts<4 1 in length
[ ] 13. Operation and maintenance manual provided to building owner
[ ] 14. Balancing devices provided in accordance with 603.15 of Mechanical Code f5r New York State
[ ] 15. Stair and elevator shall vents are equipped with motorized dampers
Section 5: Compliance Statement
The proposed mechanical design represented in this document is consistent with the building plans, specifications and
other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet
the New York State Energy Conservation Construction Code requirements in COMcheck--EZ Version 3.0 Release la and
to comply with the mandatory requirements in the Requirements Checklist.
The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,
system balancing, etc., have been performed and the system is operating as designed. The design professional shall retain
copies ofthe test reports to be provided to the code enforcement official, if requested. When a Registered Design
Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and
professional judgment, such plans or specifications are in corn iance with this Code.
_t*Wa ��� —olva .0 #W &S
Principal Mechanical Designer-Name Si afore Date
Mechanical Requirements Description
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 3.0 Release la
Data filename: C:\ACAD\Rozelle-Whittemore\BLDG.-#2\Bldg-2.cck
The following list provides more detailed description ofthe requirements in Section 4 of the Mechanical Compliance
Certificate.
Requirements Specific To:HVAC System 1
1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment ofthis type
can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency.
2. The specified cooling system consists of field-assembled components. Documentation must be submitted showing
the system meets New York State Energy Conservation Code equipment efficiency requirements for a comparable
package equipment type and capacity range.
Generic Requirements: Must be met by all systems to which the requirement is applicable
1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in
Chapters 27 and 28 ofthe ASHRAE Handbook ofFundamentals or an approved equivalent calculation procedure.
2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of
equipment providing both heating and cooling must satisfy this provision ik)r one function with the capacity for the
other function as small as possible, within available equipment options.
-Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes.
Standby equipment must be automatically controlled to be offwhen the primary equipment and/or system is operating.
-Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are
allowed ifthey are provided with controls to sequence operation ofthe units as the load increases or decreases.
3. Each heating or cooling system serving a single zone must have its own temperature control device.
4. Each humidification system must have its own humidity control device.
5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of
temperature where no heating or cooling is provided).
-Exception: Deadband capability is not required ifthe thermostat does not have automatic changeover capability
between heating and cooling.
6. The system or zone control must be a programmable thermostat or other automatic control meeting the f)llowing
criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during
coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different
day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable ofmaintaining
programmed settings fi)r at least 10 hours without power.
-Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate
continuously.
-Exception: A setback or shutoff control is not required on systems with total energy demand of2 kW (6,826 Btu/h)
or less.
7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have
dampers that are automatically closed while the equipment is not operating.
8. The system must supply outside ventilation air as required by Chapter 4 ofthe Mechanical Code for New York State.
Ifthe ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system
must be capable ofreducing outdoor-air flow to the minimum required levels.
9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in
unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum ofR-5. Unconditioned
spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and
plenums must be insulated to a minimum ofR-8 when located outside the building.c) When ducts are located within
exterior components (e.g., foors or roofs), minimum R-8 insulation is required only between the duct and the
building exterior.
-Exception: Duct insulation is not required on ducts located within equipment.
-Exception: Duct insulation is not required when the design temperature difitrence between the interior and exterior
ofthe duct or plenum does not exceed 15 degree F.
10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using
weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes
and mastics must be listed and labeled in accordance with UL 181A or UL 181B.
11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air
distribution equipment, including multiple-zone terminal units.
12. All pipes serving space-conditioning systems must be insulated as fellows:
Hot water piping for heating systems:
1 in. for pipes<=1 1/2-in. nominal diameter
2 in. for pipes >1 1/2-in. nominal diameter.
Chilled water, refrigerant, and brine piping systems:
1 in. insulation for pipes<=1 1/2-in. nominal diameter
1 1/2 in. insulation for pipes>1 1/2-in. nominal diameter.
Steam piping:
1 1/2 in. insulation fnr pipes<=1 1/2-in. nominal diameter
3 in. insulation for pipes>1 1/2-in. nominal diameter.
-Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment.
-Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature
range between 55 degrees F and 105 degrees F.
-Exception: Pipe insulation is not required fDr piping that conveys fluids that have not been heated or cooled through
the use of fossil fuels or electric power.
-Exception: Pipe insulation is not required for nmout piping not exceeding 4$in length and 1 in. in diameter
between the control valve and HVAC coil.
13. Operation and maintenance documentation must be provided to the owner that includes at least the fDllowing
infDrmation:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and
maintenance manualsc) HVAC system control maintenance and calibration infDrmation, including wiring diagrams,
schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on
control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative
ofhow each system is intended to operate.
14. Each supply air outlet or diffiuser and each zone terminal device(such as VAV or mixing box)must have its own
balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal
devices, and supply air difusers.
15. Stair and elevator shaft vents must be equipped with motorized dampers capable ofbeing automatically closed during
normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity
outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will
automatically shut when the spaces served are not in use.
Exceptions:
-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.
-Ventilation systems serving unconditioned spaces.