CC-0314-2021 /DocuSign Envelope ID:79743636-0468-48AA-B9BB-6FE12D2E34C1
/ Office Use Only
PRINCIPLE STRUCTURE CG,C�31 _20Z
PERMIT APPLICATION Permit#.
Permit Fee: $ aZ�•�� 21 r`�
Town of Quccnsbury
742 Bay Road,Queensbury, NY 12804 *Rec Fee: $2$DOO
P: 518-761-8256 www.queensburynet - Invoice#:
Flood Zone? Y N Reviewed
Project Location: •�ld1q �'�
Tax Map #: Subdivision-Name: Fowler Oil Fowler Sofa
*RECREATION FEE$1000.00 fob new dwelling units: single family, duplexes/two-family, multiplefamily,
apartments,condominiums, townhouses,cr NYS Building Standards &C home.
This is in addition to the permit fee(s). rAy
E .0 V E0
PROJECT INFORMATION: 0 6 2021❑ Residential Commercial, Proposed Use: QUEENSBURY
NG&CODES
❑ Single-Family: ❑Two-Family CK Multi-Family(#of'units: 8 )
1. ❑ custom
2. ❑Modular(REQUIRED:NYS stamped engineered drawings of foundation plans)
❑Townhouse Garage (#of cars 8 ) ❑ Business Office
❑ Retail ❑ Hotel/Motel ❑Industrial
❑ Heated Warehouse/Storage Building ❑ Unheated Warehouse/Storage Building
❑ Amusement Ride ❑ Other (describe: )
MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE:
15T'floor:
11T floor: 7,908 SF — 15
2"d floor:
2"d floor: 7,581 SF
3rd floor: Total square feet:
Basement(habitable space): 1�zj
Total square feet: 15,489 SF I3rpB1Q
Principle Structure Packet Revised March 2021
DocuSign Envelope ID:7974363B-0468-48AA-B9BB-6FE12D2E34C1
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ 1,918,841
2. Proposed use of the building: Apartments
3. If Commercial or Industrial, indicate the name of the business:
4. Source of Heat: X Gas ❑ Oil ❑ Propane ❑ Solar ❑ Other:
(Fireplaces need a separate Fuel Burning.Appliances& Chimney Application,,one per appliance)
5. Are there any structures not shown on the plot plan? ❑YES NO Explain, if yes:
6. Are there any easements on the property? ❑ YES X NO
7. SITE INFORMATION:
a. What is the dimensions or acreage of the parcel?
b. Is this a corner lot? ❑ YES X NO
c. Will the grade be changed as a result of the construction? ❑ YES 1K NO
d. What is the water source? CK PUBLIC ❑ PRIVATE ❑ WELL
e. What type of wastewater system is on the parcel? X SEWER ❑ PRIVATE SEPTIC
DECLARATION:
1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period.Any changes to the approved plans prior to/during construction will require
the submittal of amended plans, additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100%of the fee is retained.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building
Codes,local building laws and ordinances, and in conformance with localzoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a NYSlicensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME:
F
oeuSigned by:
SIGNAURE: DATE:
-�dZCSFII7{3[153CdU...
Principle Structure Packet Revised March 2021
DocuSign Envelope ID:7974363B-0468-48AA-B9BB-6FE12D2E34C1
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): BBL Construction Services
Mailing Address, C/S/Z: 302 Washington Avenue Ext. Albany, NY 12203
Cell Phone: Land Line: (518) 452-8200
Email: Eweatherwax@bblinc.com;retue@bblinc.com
• Primary Owner(s):
Name(s):Rossetti Acquisitions
Mailing Address, C/S/Z:427 New Karner Road Albany, NY 12205
Cell Phone: Land Line: (518) 452-8200
Email: cfalvey@Falveygroup.com
❑ Check if all work will.be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contractor Name(s): BBL Construction Services
Contractor Trade: General Contractor
Mailing Address, C/S/Z: 302 Washington Avenue Ext. Albany, NY 12203
Cell Phone: Land Line: (518) 452-8200
Email:Eweatherwax@bblinc.com, retue@bblinc.com
"Workers' Comp documentation must be submitted with this application"
• Arch itect(s)/Eng!nee r(s):
Business Name:HCP Achitects
Contact Name(s): Stephen Bednarczyk
Mailing Address, C/S/Z:302 Washington Avenue Ext. Albany, NY 12203
Cell Phone: Land Line{518) 218-0614
Email:sbednarczyk@hcpdesign.com
Contact Person for Compliance in regards to this project:
Cell Phone: Land Line:
Email:
Principle Structure Packet Revised March 2021
DocuSign Envelope ID:7974363B-0468-48AA-B96B-6FE12D2E34C1
CHECKLIST--SINGLE FAMILY Project Location:
REQUIRED-2SETS
1. Building Permit application, completed YES NO N/A
2. Energy Code inspector's report from ResCheck, completed &signed ❑ ❑ ❑
3. Septic alteration application, if applicable ❑ ❑ ❑
4. Solid fuel burning or gas insert appliance form(s), if applicable ❑ ❑ ❑
5. Driveway permit, if applicable ❑ ❑ ❑
6. Structural drawings, including:
a. Floor plans ❑ ❑ ❑
b. Foundation plans ❑ ❑ ❑
c. Cross sections ❑ ❑ ❑
d. Elevations ❑ ❑ ❑
e. Window& door schedule ❑ ❑ ❑
f. Natural light,ventilation &emergency egress ❑ ❑ ❑
7. Plot plan: showing proposed structure(s) with setback dimensions from all ❑ ❑ ❑
surveyed property lines
8. Electrical inspection agency selected ❑ ❑ ❑
CHECKLIST-- MULTI-DWELLING/COMMERCIAL Project Location:
REQUIRED-2SETS
1. Building.Permit application, completed YES NO N/A
2. Energy Code inspector's report from ComCheck, completed &signed ❑ ❑
3. Septic alteration application, if applicable ❑ ❑
4. Solid fuel burning or gas insert appliance form(s), if applicable ❑ ❑
5. Driveway permit, if applicable ❑ ❑
6. Structural drawings, including:
a. Floor plans ❑ ❑
b. Foundation plans ❑ ❑
c. Cross sections ❑ ❑
d. Elevations ❑ ❑
e. Design loads including floor, snow &wind load X ❑ ❑
f. Seismic design x ❑ ❑
g. Plans signed and sealed by registered architect or engineer ❑ ❑
h. Window& door schedule
7. Plot plan: showing proposed structure(s) with setback dimensions from all X ❑ ❑
surveyed property lines
8. Electrical inspection agency selected ❑ ❑
9. FINAL AS-BUILT PLANS SUBMITTED ELECTRONICALLY
Principle Structure Packet Revised March 2021
DocuSign Envelope ID:7974363B-0468-48AA-B98B-6FE12D2E34C1
NATURAL LIGHT,VENTILATION &EMERGENCY EGRESS CALCULATION SHEET
(please complete if details are not provided on plans)
Project Location:
Primary Owner (s):
Habitable Sq. Ft. Required Actual Required Actual Sq. ft.
Rooms of Light Light Ventilation Ventilation opening
Room 8% of rm. sq. ft. 4% of room sq. ft. for Egress
Master
1A Bedroom 189 15.1 23.0 7.56 12.8 6.45
Bedroom 135 10.8 23.0 5.4 12.8 6.45
Kitchen/ 512 41.0 55.3
Living20.48 29.6
1B Master 167 13.4 23.0
Bedroom 6.68 12.8 6.45
Den 85 6.8 23.0 3.4 12.8
Kitchen/ 432 33.8 47.9 16.92 25.2
Living
Master
1C Bedroom 211 16.9 23.0 8.44 12.8 6.45
Bedroom 143 11.4 23.0 5.72 12.8 6.45
Bedroom 160 12.8 23.0 6.4 12.8 6.45
Kitchen/ 608 48.6 59.4
24.32 31.6
Living
1D Master
Bedroom 233 18.6 29.8 9.32 16.8 6.45
Bedroom 155 12.4 23.0 6.2 12.8 6.45
Kitchen/
Living 1 595 47.6 70.9 23.8 38.0
Principle Structure Packet Revised March 2021
NNE
ANNEE
FILE COPY
/A1/1,llU -
STRUCTURAL
ENGINEERING
Structural Design Data
J,
for
Building No. 10
8 Unit Apartment Building
Located at
19 Fowler Square Boulevard
Queensbury, New York
.r
G r
124 EAST MAIN STREET, WATERVILLE, NY 13480
31.5.939.1740 TELEPHONE 518.458.2600
455 PATROON CREEK BLVD, SUITE 106,ALBANY, NY 12206
WWW.260STRUCTURALENGINEERING .00M
Project Name: Fowler Square-6/8Unit Buildings
�e■�Mw., Project Number: 260-2024
FAR5l. ____; _ _ Project Location: Queensbury,NY
STRUCTUA
uuvusuiu
UNIFORM LOADING
ROOF Supported Floors Areas
Live Load(Snow) Live Loads
Item Units Notes Item Units Notes
Private Rooms&Corridors 40.00 PSF NYS Building Code
Ground Snow Load(p9) 50.00 PSF Public Rooms&Corridors 100.00 PSF NYS Building Code
Exposure Factor(Ce) 1.00 none Balconies(same as occupancy served) 40.00 PSF NYS Building Code
Thermal Factor(C) 1.00 none
Importance Factor(IS) 1.00 none Dead Loads-Typical Floor(wood framing)
Flat Roof Snow Load(p r) 35.00 PSF Calculation Item Units Notes
Ground Elevation 386.00 FEET add 2 Ibs for every 100'above 1000' 3/4"plywood deck 3.00 PSF
Added load due to elevation 0.00 PSF wood framing 4.00 PSF
Design Snow Load 35.00 PSF Calculation flooring 4.00 PSF
1"gypsum topping 9.00 PSF
Dead Loads-Typical Roof(wood framing) insulation 1.00 PSF
Item Units Notes ceiling 3.00 PSF
5/8"plywood deck 2.50 PSF mechanical systems 1.00 PSF
wood framing 4.00 PSF electrical systems 1.00 PSF
roofing 3.50 PSF
5/8"gyp.Bd.Ceilings 3.00 PSF Total Dead Load 26.00 PSF Calculation
insulation 4.00 PSF 20.00
mechanical 5.00 PSF Dead Loads-Balconies
electrical systems 1.00 PSF Item Units Notes
Total Dead Load 23.00 PSF Calculation composite deck boards 2.00 PSF
1Q.00 wood framing 4.00 PSF
soffit 4.00 PSF
PSF
PSF
PSF
Total Dead Load 10.00 PSF Calculation
HIM asr. Project Name: Fowler Square-6/8 Unit Buildings
■ones, Project Number: 260-2024
e_a
Project Location: Queensbury,NY
srrucivau
uuimuuuc
Deflection Criteria Wind Design Criteria
Item Units Notes Item Units Notes
Roof Members
Live Load L/240 NYS Building Code Wind Speed(V) 109 MPH
Dead+Live L/120 NYS Building Code Exposure Category C
Floor Members
Live Load NYS Building Code
Dead+Live NYS Building Code
Seismic Design Criteria
Item Units Notes
Site Class Category(soils report) D
Seismic Use Group I
Importance Factor(le) 1
Ss 0.184
Fa 1.60
Sms(Fa*Ss) 0.294
SDS(2/3*Sms) 0.196
Seismic Design Category B from table 1613.5.6(1)
Sl 0.071
Fv 2.40
Sms(Fv*Sl) 0.170
SD1(2/3*Sml) 0.114
Seismic Design Category B from table 1613.5.6(2)
Response Modification Factor 2
95(42) 45
Fowler Square 100( ) 105(47)
Wind Map
110(49)
Crosshatching on map
indicates a Special `�� J` i - '' I T j
Wind Regionit
J.
90(40) "t, �E —r'�
95(42)
_t�1
100(45)
150(67) 105(47)
140(63) ` r
130(58) 105(47) I
120(54) I
T 103(46)
110(49)
,
This note explains why we used 109
v ` 110(49) MPH for the wind speed in the
design of Fowler Square. The
120 project occurs between isobar line
105 and 110, closer to the 110. The
ASCE Hazard .report (included)
provides the proper wind load base
160(72) on live map data.
160(72)
i Notes
4 1. Values are nominal design 3-s gust wind speeds in mi/h(m/s)at 33 ft(10 m)above ground for Exposure Category C.
;d L- car inte olation i ermined between contour.'. 'sin values are ovided to aid with into ola ion.
! 3. Islands,coastal areas,and land boundaries outside the last contour shall use the last wind speed contour.
f 4. Mountainous terrain,gorges,ocean promontories, and special wind regions shall be examined for unusual wind conditions.
I 5. Wind speeds correspond to approximately a 7%probability of exceedance in 50 years(Annual Exceedance Probability=0.00143,MRI=700 years).
f 6. Location-specific basic wind speeds shall be permitted to be determined using www.atcouncil.org/windspeed.
FIGURE 26.5-1 B Basic Wind Speeds for Risk Category II Buildings and Other Structures
'i
continues
252 STANDARD ASCE/SEI 7-16
101(45)
105(47)
103(46)
110(49)
105(47) 120(54)
130(58)
140(63)
- - ' - - - - i
,
140(63)
{�; 04-
,-r a �..�... 10.5(47)1: ;�,, )' :.=�: ,' - 1 ( )
_- — L.yir ----�_`y-''`_j L-'"_t '_
+— —f--q.-_r -', I r_.;In` ''(-. ) .,rr'"'L•-!`- 1 ;.r f�f�.''�`'TL:�.�,;j-V ,
_a10
;' 140(63) I
----- 150(67)
160(72) '
170(76)
170(76)
105(47)
180(80)
110(49)
115(51) 150(67)
120(54) 140(63)
130(58)
Location V(mph) V(m/s)
Guam 195 (87) i
Virgin Islands 165 (74) I
American Samoa 160 (72) 150(67) 160(72)
Hawaii See Figure 26.5-213 170(76)
v I
FIGURE 26.5-1B (Continued). Basic Wind Speeds for Risk Category II Buildings and Other Structures
Minimum Design Loads and Associated Criteria for Buildings and Other Structures 253
ASCE ASCE 7 Hazards Report
AMERICAN SOCIETY OF CML ENGINEERS
Address: Standard: ASCE/SEI 7-16 Eleuafiion: 386.18 ft (NAUD 88
-owler Square - 6/8 Unit Bldg. Risk Category: II Latitude: 43.358055
=owler Square Boulevard Soil Class: D - Default(see Longitude: -73.658495
)ueensbury, NY Section 11.4.3)
KE
4 - - ! i _
If
t1..:..�-y,. .` • � C j� i 4Y.A;CN""•1 I ,.,EJ.,,,J
uD.6 •'� «t Adaaasdaek`,Commuolt}
Wind
Results:
Wind S eed: 109 Vm•h
10-year MRI 74 Vmph
25-year MRI 80 Vmph
50-year MRI 86 Vmph
100-year MRI 92 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4
Date Accessed: Tue Sep 01 2020
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind
conditions.
https:/Iasce7hazardtool.online/ Page 1 of 6 Tue Sep 01 2020
ASCE
AMERICAN SOCIETY OF CML ENGINEERS
Seismic
Site Soil Class: D - Default(see Section 11.4.3)
Results:
Ss 0.241 So, 0.11
S, 0.069 TL 6
Fa 1.6 PGA : 0.135
F, 2.4 PGA M : 0.206
SMs 0.386 FPGA 1.53
SM1 0.165 le 1
SIDS 0.257 C 0.782
Seismic Design Category B
0.40 MCER Response Spectrum D 3o Design Response Spectrum
0.35 --
a 0-25
0-20 i • - - - -
0_25
> s
020 - -- 0.15 :-
0.15 a.
-
O.4i+
0.05
0.H
0-i 0--1
L-
0 1 2 3 ^. 5 6 7 0 1 2 3 4 5 b 7
Sa(g)vs T(s) Sa(g)vs T(s)
MCER Vertical Response Spectrum Design Vertical Response Spectrum
0.2 �w 0.18 -
0.14 I - -
`'
0.i2 -
0.10 Ir ®, l i 41
�R 0-0£ - -
f)06
0- 0.02 -- ---- —
0 0.5 to 1.5 2.0 0 0.5 1-0 1.5 2.0
Sa(g)vs T(s) Sa(g)vs T(s)
Data Accessed: Tue Sep 01 2020
Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16
Table 1.5-2. Additional data for site-specific ground motion procedures in
accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS.
https:/iasce7hazardtool.online/ Page 2 of 6 Tue Sep 01 2020
ASCE
AMERICAN SOCIETY OF CML ENGINEERS
Ice
Results:
Ice Thickness: 1.00 in.
Concurrent Temperature: 5 F
Gust Speed: 40 mph
Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8
Date Accessed: Tue Sep 01 2020
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
Snow
Results:
Ground Snow Load p : 50 Ib/ft
ElevatMll386.2 ft
Data Source: ASCE/SEI 7-16, Table 7.2-8
Date Accessed: Tue Sep 01 2020
Values provided are ground snow loads. In areas designated "case study
required," extreme local variations in ground snow loads preclude mapping at
this scale. Site-specific case studies are required to establish ground snow
loads at elevations not covered.
https://asce7hazardtoo1_online/ Page 3 of 6 Tue Sep 01 2020
im-ASCE
AMERICAN SOCIETY OF CML ENGINEERS
Rain
Results:
15-minute Precipitation Intensity: 5.48 in./h
60-minute Precipitation Intensity: 2.37 in./h
Data Source: NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14
(httgs://www.nws.noaa.ciov/oh/hdsc/)
Date Accessed: Tue Sep 01 2020
https://asce7hazardtool.online/ Page 4 of 6 Tue Sep 01 2020
ASCE
AMMICAN SOCIETY OF CML ENGINEMS
Flood
Results:
Flood Zone Categorization: Some areas are not in the National Flood Hazard Layer. Consult the Authority
Having Jurisdiction.
Base Flood Elevation: Refer to map for local elevations and interpolate according to the Authority
Having Jurisdiction.
Data Source: FEMA National Flood Hazard Layer- Effective Flood Hazard Layer for US,
where modernized (https://msc.fema.gov/portal/search)
Date Accessed: Tue Sep 01 2020
FIRM Panel: If available, download FIRM panel here
Insurance Study Note: Download FEMA Flood Insurance Study for this area here
S
5
https://asce7hazardtool.online/ Page 5 of 6 Tue Sep 01 2020
ASCE
AMERICAN SOCIETY OF CML ENGINEERS
The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of
any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from
reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,
currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation,relationship,or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent
professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors,
employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential
damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by
law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
https://asce7hazardtool.o n line/ Page 6 of 6 Tue Sep 01 2020
STRUCTURAL
ENGINEERING
Fowler Square — 6/8 Units Buildings
260-2024A
Queensbury, NY
Wind Loading Summary
The design wind pressures for the building were determined using the Directional Procedure for
Enclosed, Partially Enclosed and Open Buildings of all Heights as described in Table 27.2-1 of ASCE 7-16.
The wind pressures used to determine the total wind load in pounds (Ibs)each floor level were
determined using the load case that created the greatest effect on the building.The total wind load at
each floor level is as follows:
Wind Loading
Total Load Ibs
Floor Level N/S E/W
Second Floor 31,420 94,400
Roof 20,770 62,400
I
1
L
124 EAST MAIN STREET, WATERVILLE, NY 13480
315.939.1740 TELEPHONE 518.458.2600
455 PATROON CREEK BLVD, SUITE 106, ALBANY, NY 12206
WWW. 260STRUCTURALENGINEERING.00M
Project Name: Fowler Sq -6/8 Unit Bldg
Project Number: 260-2024A
®�' •� { Project Location: Queensbury, NY
STRI.ICTURAL
ENGINEERING
I9 LASi MATH SIIiIt I.WAIERYILLL.Nv ISi tlO
315.939.1710 TEI EP''ONE
51N.4S8.2000
455 P RUUN CRUK BLVU,ALBANY.NY 122K
WN'W.26US iRUCTURAL E NGINEERING..CO�
Wind &Seismic Load Distribution for Bracing Element
X direction
Length of wall 160 ft
Number of bracing elements 3
Bracing Tower Forces (Kips)
TOTAL LOAD (Kips) - 1 2 3 Check
Percent of total load 40.00% 20.00% 40.00% 100.00%
Roof 62.4 24.960 12.480 24.960 62.400
2nd Floor 94.4 37.760 18.880 37.760' 94.400
Y direction
Length of wall 53.25 ft
Number of bracing elements 2
Bracing Tower Forces (Kips)
TOTAL LOAD (Kips) 1 2 3 Check
Percent of total load 50.00% 50.00% 0.00% 100.00%
Roof 20.77 10.385 10.385 0.000 20.770
2nd Floor 31.42 15.710 15.710 0.000 31.420
Project Name: Fowler Square- 6/8 Unit Bldg
Project Number. 260-2024A
Envelope Procedure Project Location: Queensbury, NY
28.2 Part 1: Enclosed and Partially Enclosed Low-Rise Buildings per ASCE 7-16
Enclosure Classification = Enclosed
Structure being designed = Buildings
Building Occupancy Category= 2
Building Exposure Category= C
Dimension normal to wind direction, 8 (ft) = 53.25
Dimension of parallel to wind direction, L (ft) = 160.00
Mean height of building,h (ft) = 38.625
width of pressure coefficient zone, a
2a
4a (ft)_
Velocity Pressure Exposure Coefficient, kz =
Wind Directionality Factor, kd =
Topographic Factor, k, = 1.00 --------> No escarpments, hills or other extreme
Ground Elevation Factor, Ke = 1.00
Basic Wind Speed, V (mph)= 109
Velocity pressure, q Z (lb/ft2)_
Internal pressure coefficient and Gust factor, GCp; _ILM
Roof Angle, 0 (Degrees) = 0
Load Case A(Wind Perpendicular to Long Face of Building)
Wall Roof
1 4 1E 4E 2 3 2E 3E
GC pf 0.40 -0.29 0.61 -0.43 -0.69 -0.37 -1.07 -0.53
Design Pressures,p = 5.89 -12.59 11.52 -16.34 -23.30 -14.73 -33.48 -19.02
Design Pressures,p = 15.53 -2.95 21.16 -6.70 -13.66 -5.09 -23.84 -9.37
Middle Zones Corner Zones
Total Force on Building= 18.48 27.85
Project Name: Fowler Square-6/8 Unit Bldg
Project Number. 260-2024A
Project Location: Queensbury, NY
Load Case B (Wind Perpendicular to Narrow Face of Building)
Wall Roof
1 4 1E 4E 5 6 5E 6E 2 3 2E 3E
GC pf -0.45 -0.45 -0.48 -0.48 0.40 -0.29 0.61 -0.43 -0.69 -0.37 -1.07 -0.53
Design Pressures,p = -16.87 -16.87 -17.68 -17.68 5.89 -12.59 11.52 -16.34 -23.30 -14.73 -33.48 -19.02
Design Pressures,p = -7.23 -7.23 -8.03 -8.03 15.53 -2.95 21.16 -6.70 -13.66 -5.09 -23.84
Middle Zones Corner Zones
Total Force on Building= 18.48 27.85
Project Name: Fowler Square - 6/8 Unit
Type: 3- 2x6's Project Number: 260-2024A
Project Location: Queenbury, NY
Design Calculator for Simple Span SS lumber
Simple Span Cantilever
ft in ft in
L 3 0 0 0
LL Wn (lb/ft"2) 40 40
DL Wn (lb/ft^2) 26 20 Floor Members
Tributary Area (in) 193.5 36 LL A L/ 360
R1 1866.38 DL A L/ 240
R2 1866.38
Mn@ Zero Shear 1399.78 LL Ireq'd = 8.39651786
Mn@R2 0.00 Tot I req'd = 9.23616964
Fb 875.00
E (psi) 1,400,000
Sx req'd 19.20
Live Load A Total Load A
Size Sx available Sx req'd I (in^4) (in) L/ (in) L/
1 2x4 3.06 12.798 5.359 0.16 230 0.26 140 N.G
1 2x6 7.56 14.767 20.8 0.04 892 0.07 541 N.G
1 2x8 13.14 15.998 47.63 0.02 2043 0.03 1238 N.G
1 2x10 21.39 17.452 98.93 0.01 4242 0.01 2571Ok
11 2x12 31.64 19.197 178 0.00 7632 0.01 4626 Ok
2 2x4 6.12 12.798 10.718 0.08 460 0.13 279 N.G
2 2x6 15.12 14.767 41.6 0.02 1784 0.03 1081Ok
2 2x8 26.28 15.998 95.26 0.01 4085 0.01 2476 Ok
2 2x10 42.78 17.452 197.86 0.00 8484 0.01 5142 Ok
21 2x12 63.28 19.197 356 0.00 15264 0.00 9251Ok
Project Name: Fowler Square - 6/8 Unit
Type: 3- 2x10's Project Number: 260-2024A
Project Location: Queenbury, IVY
Design Calculator for Simple Span SS lumber
Simple Span Cantilever
ft in ft in
L 5 10 0 0
LL Wn (lb/ft^2) 40 40
DL Wn (lb/ft^2) 26 20 Floor Members
Tributary Area (in) 169.5 36 LL A L/ 360
R1 3244.06 DL A L/ 240
R2 3244.06
Mn@ Zero Shear 4730.92 LL Ireq'd = 54.0722656
Mn R2 0.00 Tot I req'd = 59.4794922
Fb 875.00
E (psi) 1,400,000
Sx req'd 64.88
Live Load A Total Load A
Size Sx available Sx req'd I (in A4) (in) L/ (in) L/
1 2x4 3.06 43.254 5.359 1.96 36 3.24 22 N.G
1 2x6 7.56 49.909 20.8 0.51 139 0.83 84 N.G
1 2x8 13.14 54.068 47.63 0.22 318 0.36 193 N.G
1 2x10 21.39 58.983 98.93 0.11 659 0.18 400 N.G
11 2x12 31.64 64.881 178 0.06 1186 0.10 719 N.G
2 2x4 6.12 43.254 10.718 0.98 72 1.62 44 N.G
2 2x6 15.12 49.909 41.6 0.25 277 0.42 168 N.G
2 2x8 26.28 54.068 95.26 0.11 635 0.18 385 N.G
2 2x10 42.78 58.983 197.86 0.05 1318 0.09 799 N.G
21 2x12 63.28 64.881 356 0.03 2371 0.05 1437 N.G
Project Name: Fowler Square - 6/8 Unit
Type: 3- 2x12's Project Number: 260-2024A
Project Location: Queenbury, NY
Design Calculator for Simple Span SS lumber
Simple Span Cantilever
ft in ft in
L 5 10 0 0
LL Wn (lb/ft^2) 40 40
DL Wn (lb/ft^2) 26 20 Floor Members
Tributary Area (in) 196.375 36 LL A L/ 360
R1 3675.18 DL A L/ 240
R2 3675.18
Mn@ Zero Shear 5359.64 LL Ireq'd = 62.6456706
Mn R2 ' 0.00 Tot I req'd = 68.9102376
Fb 875.00
E (psi) 1,400,000
Sx req'd 73.50
Live Load A Total Load A
Size Sx available Sx req'd I (in"4) (in) L/ (in) L/
1 2x4 3.06 49.002 5.359 2.27 31 3.75 19 N.G
1 2x6 7.56 56.541 20.8 0.59 120 0.97 73 N.G
1 2x8 13.14 61.253 47.63 0.26 274 0.42 166 N.G
1 2x10 21.39 66.821 98.93 0.12 569 0.20 345 N.G
1 2x12 31.64 73.504 178 0.07 1023 0.11 620 N.G
2 2x4 6.12 49.002 10.718 1.14 62 1.88 38 N.G
2 2x6 15.12 56.541 41.6 0.29 240 0.48 145 N.G
2 2x8 26.28 61.253 95.26 0.13 548 0.21 332 N.G
2 2x10 42.78 66.821 197.86 0.06 1138 0.10 690 N.G
2 2x12 63.28 73.504 356 0.03 2046 0.06 1240 N.G
Project Name: Fowler Square - 6/8 Uni
Type: 3-2x12s Project Number: 260-2024A
Project Location: Queenbury, NY
Design Calculator for Simple Span 1.9E LVLs
Simple Span Cantilever
ft in ft in
L 7 2 0 0
LL Wn (lb/ft^2) 40 40
DL Wn (lb/ft^2) 26 20 Floor Members
Tributary Area (in) 193.5 36 LL A L/. 360
R1 4458.56 DL A L/ 240
R2 4458.56
Mn@ Zero Shear 7988.26 LL Ireq'd = 100.0375905
Mn R2 0 Tot I req'd = 108.4721324
E (psi) 1,900,000
Size Ma Mn I (in^4) Live Load A(in) L/ Total Load A(in) L/
2 5.5 4250 7988.26 24 0.50 173 0.81 107 N.G
2 7.25 7110 7988.26 56 0.21 404 0.35 248 N.G
2 9.25 11200 7988.26 115 0.10 828 0.17 509 Ok
2 9.5 11770 7988.26 125 0.10 900 0.16 554 Ok
2 11.25 16140 7988.26 208 0.06 1498 0.09 921Ok
2 11.875 17850 7988.26 244 0.05 1757 0.08 1080 Ok
2 14 24260 7988.26 400 0.03 2879 0.05 1771Ok
2 16 31110 7988.26 597 0.02 4297 0.03 2642 Ok
2 18 38750 7988.26 851 0.01 6125 0.02 3766 Ok
2 20 47160 7988.26 1167 0.01 8400 0.02 5165 Ok
Project Name: Fowler Square - 6/8 Unit
Type: 3- 9 1/4" Ivl's Project Number. 260-2024A
Project Location: Queenbury, NY
Design Calculator for Simple Span 1.9E LVLs
Simple Span Cantilever
ft in ft in
L 9 0 0 0
LL Wn (lb/ft^2) 40 0
DL Wn (lb/ft^2) 26 0 Floor Members
Tributary Area (in) 223.5 0 LL A L/ 360
R1 5531.63 DL A L/ 240
R2 5531.63
Mn@ Zero Shear 12446.16 LL Ireq'd = 192.9452
Mn@R2 0 Tot I req'd= 212.2397
E (psi) 1,900,000
Sx req'd 170.69
Live Load Total Load
Size Ma Mn I (in^4) A(in) L/ A(in) L/
2 5.5 4250 12446.16 24 1.21 90 1.99 55 N.G
2 7.25 7110 12446.16 56 0.52 209 0.85 127 N.G
2 9.25 11200 12446.16 115 0.25 430 0.42 261 N.G
2 9.5 11770 12446.16 125 0.23 467 0.38 283 N.G
2 11.25 16140 12446.16 208 0.14 777 0.23 471 Ok
2 11.875 17850 12446.16 244 0.12 911 0.20 552 Ok
2 14 24260 12446.16 400 0.07 1493 0.12 905 Ok
2 16 31110 12446.16 597 0.05 2228 0.08 1351Ok
2 18 38750 12446.16 851 0.03 3176 0.06 1925 Ok
2 20 47160 12446.16 1167 0.02 4355 0.04 2640 Ok
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
System = Apartment Unit Type A (Average Load Procedure)
Design Conditions
Location: Glens Falls AP, New York Elevation: 335 ft Daily Range: Medium
Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 430 N Design Grains: 26
Summer: 85 75 Heated Area 1661 Sq.Ft.
Winter: 4 70 Cooled Area 1376 Sq.Ft.
Heat/Loss Summary (July Heat Load Calculations)
F. N Gross Sensible Latent
GvRT S w� Area Loss Gain Gain
Q ,q Walls 1033.775 2778 231 0
yccWindows 161 3218 3869 0
Doors 92.1 3457 166 0
Ceilings 0 0 0 0
CFESSI01A Skylights 0 0 0 0
Floors 133.9 9800 0 0
Room Internal Loads 0 7055 1394
Blower Load 1707 0
Hot Water Piping Load 0 0 0 ? ,_
Winter Humidification Load 0 0 0
Infiltration 6811 464 746
Approved ACCA
Ventilation 4070 650 884 MJ8 Calculations
Duct Loss/Gain EHLF=O ESGF=O 0 0 0
AED Excursion n/a 404 n/a
Subtotal 30134 14415 2976
Total Heating 30134 Btuh
Total Cooling 17391 Btuh 60 Linear ft.of Hydronic Baseboard
1.6 Nominal Tons of Sensible Cooling
*Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are
estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.
Equipment selection should meet both the latent and sensible gain as well as building heat loss.
This application has glass areas that produce relatively large cooling loads for part of the day. Variable air
volume devices may be required to overcome spikes in solar load for one or more rooms.A zoned system may
be required,or some rooms may require zone control(provided by individual,motorized,thermostatically
controlled dampers).
REVIEWED FOR
ENERGY CODE COMPLIANCE Pa Adtek AccuL e 1oad Report Version 17.5.5 g
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
System= Apartment Unit Type A Load Chart
Heat Loss Percentages Walls
14% 9% Windows$Skylights
11% ■ Doors
Ceilings
Floors
23% 11%
Misc System Loss
Infiltration
Ventilation
33% Duct LOSS
Heat Gain Percentages Walls
9% 2% Windows&Skylights
80
250/0 Doors
Ceilings
Floors
1% internal Gains
Infiltration
Ventilation
55% Duct Loss
Adtek AccuLoad Report Version 17.5.6 Page 2
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Equipment Selection
Design Conditions
Design Location: Glens Falls AP, New York Relative Humidity: 50%
Elevation: 335 ft Summer Outdoor Design: 85
Latitude: 43* N Winter Outdoor Design: -4
Daily Range: Medium Summer Indoor Design: 75
Design Grains 26 Winter Indoor Design: 70
Heating Equipment
Mfg: CARRIER Altitude Correction Factor: 0
Model: 59TP6A040E17--12*D Heating Input(btuh): 40
AHRI Ref#: 9121703 Heating Output(btuh): 37830
Efficiency(AFUE): 94.4 Calculated HeatPump 0
Output @ Design (btuh):
Cooling Equipment
Mfg: CARRIER AIR CONDITIONING Altitude Correction Factor: 0
Oudoor Unit Model: 24ACB330A*N30 Rated Total Cooling (btuh): 23280
Coil: CNPV*3017AL* Sensible Cooling (btuh): 18994
Furnace: 59*P6A040E14**10 Latent Cooling (btuh): 4286
AHRI Ref#: 8557070 SEER - EER@95:
Heat Pump HSPF:
Summary
MJ8 Calculations Status Equipment Capacities
Sensible Gain (btuh): 14415 Sufficient Sensible Capacity(btuh): 18994
Latent Gain (btuh): 2976 Sufficient Latent Capacity (btuh): 4286
Total Heat Gain (btuh): 17391 Sufficient Total Capacity(btuh): 23280
Heat Loss(btuh): 30134 Sufficient Heating Capacity(btuh): 37830
Adtek AccuLoad Report Version.17.5.5 Page 3
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPEB (Average Load Procedure)
Design Conditions
Location: Glens Falls AP, New York Elevation: 335 ft Daily Range: Medium
Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 430 N Design Grains: 26
Summer: 85 75 Heated Area- 1651 Sq.Ft.
Winter: -4 70 Cooled Area 1376 Sq.Ft.
Heat/Loss Summary (July Heat Load Calculations)
�F S Gross Sensible Latent
C cv wi Area Loss Gain Gain
* Walls 205.8 -59 -2 0
i w Windows 130.5 2607 3376 0
Doors 92.1 3457 165 0
�FESSIONP� Ceilings 0 0 0 0
Skylights 0 0 0 0
Floors 133.9 9800 0 0
Room Internal Loads 0 7055 1394
Blower Load 1707 0
Hot Water Piping Load 0 0 0 f. ?
Winter Humidification Load 0 0 0
Infiltration 6811 464 746
Approved ACCA
Ventilation 4070 650 884 MJ8 Calculations
Duct Loss/Gain EHLF=O ESGF=O 0 0 0
AED Excursion n/a 611 n/a
Subtotal 26686 13778 2785
Total Heating 26686 Btuh
Total Cooling 16563. Btuh 53 Linear ft.of Hydronic Baseboard
1.63 Nominal Tons of Sensible Cooling
*Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are
estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.
Equipment selection-should meet both the latent and sensible gain as well as building heat loss.
This application has glass areas that produce relatively large coolingloads for part of the day. Variable air
volume devices may be required to overcome spikes in solar load for one or more rooms.A zoned system may
be required,or some rooms may require zone control(provided by individual,motorized,thermostatically
controlled dampers).
Adtek AccuLoad Report Version 17.5.6 Page 4
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE B Load Chart
Heat Loss Percentages �,Walls
16% 0% 10% Windows&Skylights
Doors
13% Ceilings
Floors
25% Misc System Loss
Infiltration
Ventilation
37% Duct Loss
Heat Gain Percentages Walls
10% 0% Windows&Skylights
8% 23% . Doors
Ceilings
1% � Floors
■ internal Gains
Infiltration
Ventilation
58% Duct Loss
Adtek AccuLoad Report Version 17.5.5 Page 5
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Equipment Selection
Design Conditions
Design Location: Glens Falls AP, New York Relative Humidity: 50%
Elevation: 335 ft Summer Outdoor Design:. 85
Latitude: 430 N Winter Outdoor Design: -4
Daily Range: Medium Summer Indoor Design: 75
Design Grains 26 Winter Indoor Design: 70
'Heating Equipment
Mfg: CARRIER Altitude Correction Factor: 0
Model: 59SP5A040E17-12*D Heating Input(btuh): 40
AHRI Ref M 9121690 Heating Output(btuh): 37830
Efficiency (AFUE): 95 Calculated HeatPump 0
Output @ Design (btuh):
Cooling Equipment
Mfg: CARRIER AIR CONDITIONING Altitude Correction Factor: 0
Oudoor Unit Model: 24ACB330A*N30 Rated Total Cooling (btuh): 23280
Coil: CNPV*3017AL* Sensible Cooling (btuh): 18994
Furnace: 59*P6A040E14**10 Latent Cooling (btuh): 4286
AHRI Ref#: 8557070 SEER - EER@95:
Heat Pump HSPF:
Summary
MJ8 Calculations Status Equipment Capacities
Sensible Gain (btuh): 13778 Sufficient Sensible Capacity(btuh): 18994
Latent Gain (btuh): 2785 Sufficient Latent Capacity(btuh): 4286
Total Heat Gain (btuh): 16663 Sufficient Total Capacity (btuh): 23280
Heat Loss(btuh): 26686 Sufficient Heating Capacity(btuh): 37830
Adtek AccuLoad Report Version 17.5.6 Page 6
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE C (Average Load Procedure)
Design Conditions
Location: Glens Falls AP, New York Elevation: 335 ft Daily Range: Medium
Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 43° N Design Grains: 26
Summer: 85 75 Heated Area 1661 Sq.Ft.
Winter: -4 70 Cooled Area 1376 Sq.Ft.
Heat/Loss Summary (July Heat Load Calculations)
CF. N Gross Sensible Latent
Area Loss Gain Gain
Q * Walls 852.05 1886 146 0
W Windows 236 4715 5014 0
Doors 92.1 3457 165 0
Ceilings 1376.41 2648 1610 0
�FESSIONP� Skylights 0 0 0 0
Floors 0 0 0 0
Room Internal Loads 0 7055 1394
Blower Load 1707 0
Hot Water Piping Load 0 0 0
Winter Humidification Load 0 0 0
Infiltration 6811 464 746
Approved ACCA
Ventilation 4070 650 884 MJ8 Calculations
Duct Loss/Gain EHLF=O ESGF=O 0 0 0
AED Excursion n/a 0 n/a
Subtotal 23587 16675 2966
Total Heating 23587 Btuh
Total Cooling 19641 Btuh 47 Linear ft.of Hydronic Baseboard
1.85 Nominal Tons of Sensible Cooling
*Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are
estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.
Equipment selection should meet both the latent and sensible gain as well as building heat loss.
Adtek AccuLoad Report Version 17.5.5 Page 7
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE C Load Chart
Heat Loss Percentages Walls
17% 8% Windows&Skylights
® Doors
20% Ceilings
Floors
Misc System Loss
29% Infiltration
15% Ventilation
11% Duct Loss
Heat Gain Percentages ® Walls
g% 1% Windows&Skylights
7% Doors
zs°i°
Ceilings
Floors
1% ® Internal Gains
Infiltration
47% 9% Ventilation
Duct Loss
Adtek AccuLoad Report Version 17.5.5 Page 8
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Equipment Selection
6
Design Conditions
Design Location: Glens Falls AP, New York Relative Humidity: 50%
Elevation: 335 ft Summer Outdoor Design: 85
Latitude: 430 N Winter Outdoor Design: 4
Daily Range: Medium Summer Indoor Design: 75
Design Grains 26 Winter Indoor Design: 70
Heatinq Equipment
Mfg: CARRIER Altitude Correction Factor: 0
Model: 59SP5A040E17--12*D Heating Input(btuh): 40
AHRI Ref#: 9121690 Heating Output(btuh): 37830
Efficiency(AFUE): 95 Calculated HeatPump 0
Output @ Design (btuh):
Cooling Equipment
Mfg: CARRIER AIR CONDITIONING Altitude Correction Factor: 0
Oudoor Unit Model: 24ACB330A*N30 Rated Total Cooling (btuh): 23280
Coil: CNPV*3017AL* Sensible Cooling (btuh): 18994
Furnace: 59*P6A040E14**10 Latent Cooling (btuh): 4286
AHRI Ref#: 8557070 SEER - EER@95:
Heat Pump HSPF:
Summary
MJ8 Calculations Status Equipment Capacities
Sensible Gain (btuh): 16675 Sufficient Sensible Capacity(btuh): 18994
Latent Gain (btuh): 2966 Sufficient Latent Capacity(btuh): 4286
Total Heat Gain (btuh): 19641 Sufficient Total Capacity(btuh): 23280
Heat Loss(btuh): 23587 Sufficient Heating Capacity(btuh): 37830
Adtek AccuLoad Report Version 17.5.5 Page 9
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com . Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408 -Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE D (Average Load Procedure)
Design Conditions
Location: Glens Falls AP, New York Elevation: 335 ft Daily Range: Medium
Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 430 N Design Grains: 26
Summer: 85 75 Heated Area 1651 Sq.Ft.
Winter: -4 70 Cooled Area 1376 Sq.Ft.
OF. N
Heat/Loss Summary (July Heat Load Calculations)
P� R� S Gross Sensible Latent
CO cv" w� Area Loss Gain Gain
* Walls 455.55 799 68 -0
w Windows 138 2758 3570 0
a `°" _� Doors 92.1 3457 165 0
181 5
�FfSSI Ceilings 1376.41 2648 1610 0
Skylights 0 0 0 0
Floors 0 0 0 0
Room Internal Loads 0 7065 1394
Blower Load 1707 0
Hot Water Piping Load 0 0 0 �. .
Winter Humidification Load 0 0 0 _
Infiltration 6811 464 746
Approved ACCA
Ventilation 4070 550 884 _ MJ8 Calculations
Duct Loss/Gain EHLF=O ESGF=O 0 0 0
AED Excursion n/a 646 n/a
Subtotal 20543 15768 2916
Total Heating 20543 Btuh
Total Cooling 18684 Btuh 41 Linear ft.of Hydronic Baseboard
1.75 Nominal Tons of Sensible Cooling
*Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are
estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.
Equipment selection should meet both the latent and sensible gain as.well as building heat loss.
This application has glass areas that produce relatively large cooling loads for part of the day. Variable air
volume devices may be required to overcome spikes in solar load for one or more rooms.A zoned system may
be required,or some rooms may require zone control(provided by individual,motorized, thermostatically
controlled dampers).
Adtek Accul-oad Report Version 17.6.6 Page 10
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE D Load Chart
Heat Loss Percentages Walls
4% ■ Windows&Skylights
20% 13%
Doors
Ceilings
Floors
17% Misc System Loss
111111 Infiltration
33% Ventilation
13%
Duct Loss
Heat Gain Percentages Walls
9% 0% Windows&Skylights
7% 22% ■ Doors
® Ceilings
1% Floors
10% Internal Gains
Infiltration
Ventilation
51% Duct Loss
Adtek AccuLoad Report Version 17.5.5 Page 11
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Equipment Selection
Design Conditions
Design Location: Glens Falls AP, New York Relative Humidity: 50%
Elevation: 335 ft Summer Outdoor Design: 85
Latitude: 430 N Winter Outdoor Design: -4
Daily Range: Medium Summer Indoor Design: 75
Design Grains 26 Winter Indoor Design: 70
Heatinq Equipment
Mfg: CARRIER Altitude Correction Factor: 0
Model: 59SP5A040E17-12*D Heating Input(btuh): 40
AHRI Ref#: 9121690 Heating Output(btuh): 37830
Efficiency (AFUE): 95 Calculated HeatPump 0
Output @ Design (btuh):
Cooling Equipment
Mfg: CARRIER AIR CONDITIONING Altitude Correction Factor: 0
Oudoor Unit Model: 24ACB330A*N30 Rated Total Cooling (btuh): 23280
Coil: CNPV*3017AL* Sensible Cooling (btuh): 18994
Furnace: 59*P6A040E14**10 Latent Cooling (btuh): 4286
AHRI Ref M 8557070 SEER - EER@95:
Heat Pump HSPF:
Summary
MJ8 Calculations Status Equipment Capacities
Sensible Gain (btuh): 15768 Sufficient Sensible Capacity(btuh): 18994
Latent Gain(btuh): 2916 Sufficient Latent Capacity (btuh): 4286
Total Heat Gain (btuh): 18684 Sufficient Total Capacity(btuh): 23280
Heat Loss(btuh): 20543 Sufficient Heating Capacity(btuh): 37830
Adtek AccuLoad Report Version 17.5.5 Page 12
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
System = Apartment Unit Type A
Design Conditions
Location: Elevation: 0 Daily Range: 0
Design Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 0 Design Grains: 0
Summer: 85 75 Summer Design RH% 0
Winter: -4 70
Heating Equipment
Mfg: CARRIER Heating Input(btuh): 40000
Model: 59TP6A040E17--12*D Heating Output(btuh): 37830
AHRI Ref M 9121703 Calculated HeatPump 0
Efficiency(AFUE): 94 Output @ Design (btuh):
Outdoor Equipment
Mfg: CARRIER AIR CONDITIONING Rated Total Cooling (btuh): 23280
Oudoor Unit Model: 24ACB330A*N30 Sensible Cooling (btuh): 18994
Coil: CNPV*3017AL* . Latent Cooling (btuh): 4286
Indoor Unit: 59*P6A040E14**10
AHRI Ref#: 8557070
Adtek AccuLoad Report Version 17.5.5 Page 86
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Expanded Manual S (ACCA Guidelines)
MJ8 Design Calculations
Sensible Gain (btuh): 14415 Design TD for Airflow: 19
Latent Gain (btuh): 2976 Design CFM: 1000
Total Heat Gain (btuh): 17391 SHR: 0.83
Heat Loss(btuh): 30134
Manufacturers Performance Data(A)
Entering Coil Temperature=75 (F db) Lower Return Air Total Sensible Latent
CFM (F wb) BTUH BTUH BTUH SHR
Rated CFN @ Rated RA Temperature: 62 23000 18500 4500 0.81
Rated CFN @ Design RA Temperature: 1000 63 24000 18000 6000 0.75
Rated CFN @ Rated RA Temperature: 64 25000 17500 7500 0.7
Manufacturers Performance Data(B)
Entering Coil Temperature=75 (F db) Higher Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Rated CFN @ Rated RA Temperature: 62 23000 19000 4000 0.83
Rated CFN @ Design RA Temperature: 1100 63 24000 19250 4750 0.81
Rated CFN @ Rated RA Temperature: 64 26000 19500 5500 0.78
Equipment Performance Data
Entering Coil Temperature=75 (F db) Design Return Air Total Sensible Latent
CFM (F wb) BTUH BTUH BTUH SHR
Intopolated Equipment Capacity 14100 9900 0.59
Excess Latent Capacity Calculation 688 63 24000 3574 3574
Capacity @ Design CFM/RA (F wb) 17674 6326 0.74
Equipment Capacity as a% of Design 140.07% 122.89% 229.87%
Equipment Performance Data
Entering Coil Temperature=75 (F db) Capacity Capacity gala Balance hermal Supplemental
Heat Required
@ 47 F db @ 17 F db point
Heat Pump Data N/A I N/A 1 0 10
Desired Calculated
Input Output AFUE Temperature Airflow
Capacity Capacity Rise
Furnace Datal 40000 1 37830 1 94 1 34 1031
Adtek AccuLoad Report Version 17.5.5 Page 87
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE B
Design Conditions
Location: Elevation: 0 Daily Range: 0
Design Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 0 Design Grains: 0
Summer: 85 75 Summer Design RH% 0
Winter: -4 70
Heating Equipment
Mfg: CARRIER Heating Input(btuh): 40000
Model: 59SP5A040E17-12*D Heating Output(btuh): 37830
AHRI Ref M 9121690 Calculated HeatPump 0
Efficiency (AFUE): 94
Output @ Design (btuh):
Outdoor Equipment
Mfg: CARRIER AIR CONDITIONING Rated Total Cooling (btuh): 23280
Oudoor Unit Model: 24ACB330A*N30 Sensible Cooling (btuh): 18994
Coil: CNPV*3017AL* Latent Cooling (btuh): 4286
Indoor Unit: 59*P6A040E14**10
AHRI Ref M 8557070
Adtek AccuLoad Report Version 17.5.5 Page 88
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Expanded Manual S (ACCA Guidelines)
MJ8 Design Calculations
Sensible Gain (btuh): 13778 Design TD for Airflow: 19
Latent Gain (btuh): 2785 Design CFM: 1000
Total Heat Gain (btuh): 16563 SHR: 0.83
Heat Loss(btuh): 26686
Manufacturers Performance Data(A)
Entering Coil Temperature=75 (F db) Lower Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Rated CFN @ Rated RA Temperature: 0 0 0 0
Rated CFN @ Design RA Temperature: 1000 63 24000 18000 6000 0.75
Rated CFN @ Rated RA Temperature: 0 0 0 0
Manufacturers Performance Data(B)
Entering Coil Temperature=75 (F db) Higher Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Rated CFN @ Rated RA Temperature: 62 0 0 0
Rated CFN @ Design RA Temperature: 1100 63 24000 19250 4750 0.81
Rated CFN @ Rated RA Temperature: 64 0 0 0
Equipment Performance Data
Entering Coil Temperature=75 (F db) Design Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Intopolated Equipment Capacity 14100 9900 0.59
Excess Latent Capacity Calculation 688 63 24000 3574 3574
Capacity @ Design CFM/RA (F wb) 17674 6326 0.74
Equipment Capacity as a% of Design 140.07% 122.89% 229.87%
Equipment Performance Data
Ca aci Thermal Supplemental
Entering Coil Temperature=75 (F db) Capacity p tY Balance Heat Required
@47Fdb @17Fdb Point q
Heat Pump Data N/A I N/A 1 0 10
Input Output AFUE Temperature
Desired Calculated
Capacity Capacity Rise Airflow
Furnace Datal 40000 1 37830 1 94 1 34 1031
Adtek Accul-oad Report Version 17.5.5 Page 89
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE C
Design Conditions
Location: Elevation: 0 Daily Range: 0
Design Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 0 Design Grains: 0
Summer: 85 75 Summer Design RH% 0
Winter: -4 70
Heating Equipment
Mfg: CARRIER Heating Input(btuh): 40000
Model: 59SP5A040E17-12*D Heating Output(btuh): 37830
AHRI Ref M 9121690 Calculated HeatPump 0
Efficiency (AFUE): 94 Output @ Design (btuh):
Outdoor Equipment
Mfg: CARRIER AIR CONDITIONING, Rated Total Cooling (btuh): 23280
Oudoor Unit Model: 24ACB330A*N30 Sensible Cooling (btuh): 18994
Coil: CNPV*3017AL* Latent Cooling (btuh): 4286
Indoor Unit: 59*P6A040E14**10
AHRI Ref M 8557070
Adtek AccuLoad Report Version 17.5.5 Page 90
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450-cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
Expanded Manual S (ACCA Guidelines)
MJ8 Design Calculations
Sensible Gain (btuh): 16675 Design TD for Airflow: 17
Latent Gain (btuh): 2966 Design CFM: 1000
Total Heat Gain (btuh): 19641 SHR: 0.85
Heat Loss(btuh): 23687
Manufacturers Performance Data(A)
Entering Coil Temperature=75 (F db) Lower Return Air Total Sensible Latent
CFM (F wb) BTUH BTUH BTUH SHR
Rated CFN @ Rated RA Temperature: 0 0 0 0
Rated CFN @ Design RA Temperature: 1000 63. 24000 18000 6000 0.75
Rated CFN @ Rated RA Temperature: 0 0 0 0
Manufacturers Performance Data(B)
Entering Coil Temperature=75 (F db) Higher Return Air Total Sensible Latent
CFM (F wb) BTUH BTUH BTUH SHR
Rated CFN @ Rated RA Temperature: 62 0 0 0
Rated CFN @ Design RA Temperature: 1100 63 24000 19250 4750 0.81
Rated CFN @ Rated RA Temperature: 64 0 0 0
Equipment Performance Data
Entering Coil Temperature=75 (F db) Design Return Air Total Sensible Latent
CFM (F wb) BTUH BTUH BTUH SHR
Intopolated Equipment Capacity 14100 9900 0.59
Excess Latent Capacity Calculation 688 63 24000 3574 3574
Capacity @ Design CFM/RA(F wb) 17674 6326 0.74
Equipment Capacity as a% of Design 140.07% 122.89% -229.87%
Equipment Performance Data
ci
Entering Coil Temperature:=75(F db) Capacity
Ca pa Thermal Supplemental
Balance Heat Required
@47 Fdb @ 17 F db Point
Heat Pump Data N/A I N/A 0 10
Desired Calculated
Input Output AFUE Temperature Airflow
Capacity Capacity Rise
Furnace Datal 40000 1 37830 1 94 1 34 1031
Adtek Accul-oad Report Version 17.5.5 Page 91
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax
Job#: 2408-Fowler Square
Date: 06/28/2021
SYSTEM = APARTMENT UNIT TYPE D
Design Conditions
Location: Elevation: 0 Daily Range: 0
Design Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 0 Design Grains: 0
Summer: 85 75 Summer Design RH% 0
Winter: -4 70
Heating Equipment
Mfg: CARRIER Heating Input(btuh): 40000
Model: 59SP5A040E17-12*D Heating.Output(btuh): 37830
AHRI Ref M 9121690 Calculated HeatPump 0
Efficiency(AFUE): 94
Output @ Design (btuh):
Outdoor Equipment
Mfg: CARRIER AIR CONDITIONING Rated Total Cooling (btuh): 23280
Oudoor Unit Model: 24ACB330A*N30 Sensible Cooling (btuh): 18994
Coil: CNPV*3017AL* Latent Cooling (btuh): 4286
Indoor Unit: 59*P6A040E14**10
AHRI Ref#: 8557070
Adtek AccuLoad Report Version 17.5.5 Page 92
Quantum Engineering Company,PC BBL Construction Services
48 Thatcher Street-Selkirk, NY 12158 302 Washington Avenue Ext.
518-767-9450 -cwilsey@quantumengineers.com Albany, NY 12203
Sales Consultant: Eric Weatherwax "
Job#: 2408-Fowler Square
Date: 06/28/2021
Expanded Manual S (ACCA Guidelines)
MJ8 Design Calculations
Sensible Gain (btuh): 15768 Design TD for Airflow: 19
Latent Gain (btuh): 2916 Design CFM: 1000
Total Heat Gain (btuh): 18684 SHR: 0.84.
Heat Loss(btuh): 20543
Manufacturers Performance Data(A)
Entering Coil Temperature=75 (F db) Lower Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Rated CFN @ Rated RA Temperature: 0 0 0 0
Rated CFN @ Design RA Temperature: 1000 63 24000 18000 6000 0.75
Rated CFN @ Rated RA Temperature: 0 0 0 0
Manufacturers Performance Data(B)
Entering Coil Temperature=75 (F db) Higher Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Rated CFN @ Rated RA Temperature: 62 0 0 0
Rated CFN @ Design RA Temperature: 1100 63 24000 19250 4750 0.81
Rated CFN @ Rated RA Temperature: 64 0 0 0
Equipment Performance Data
Entering Coil Temperature=75 (F db) Design Return Air Total Sensible Latent SHR
CFM (F wb) BTUH BTUH BTUH
Intopolated Equipment Capacity 14100 9900 0.59
Excess Latent Capacity Calculation 688 63 24000 3574 3574
Capacity @ Design CFM/RA (F wb) 17674 6326 0.74
Equipment Capacity as a% of Design 140.07% 122.89% 229.87%
Equipment Performance Data
Ca aci Thermal Supplemental
Entering Coil Temperature=75 (F db) Capacity p City Balance Heat Required
@ 47 F db @ 17 F db Point q
Heat Pump Data N/A N/A 0 0
Desired Calculated
Input Output AFUE Temperature
Capacity Capacity Rise Airflow
Furnace Datal 40000 1 37830 1 94 1 34 1031
Adtek AccuLoad Report Version 17.5.5 Page 93