CC-0596-2021 4
Office Use Only
. v� PRINCIPLE STRUCTURE
PERMIT APPLICATION Permit#: CC. —059 tQ • 2021
Permit Fee:$ 2 .15
Town of Qucensbury r i 21.1S
742 Bay Road,Queensbury, NY 12804 *Rec Fee: $ 11
P: 518-761-8256 www.queensburynet Invoice#: 6 •
Flood Zone? Y ' Reviewed B
Project Location: Building #4 - 16 Whitbeck Dr. (Fowler Square)
Tax Map #: Subdivision Name:
*RECREATION FEE$1000.00 for new dwelling units: single family, duplexes/two-family, multiple family,
apartments,condominiums, townhouses,a-NYS Building Standards & approved manufactured home.
This is in addition to the permit fee(s).
PROJECT INFORMATION: g.
Residential ►�i Commercial, Proposed Use AUG 13 2021
❑ — p TOW
COpe RY
❑Single-Family: ❑Two-Family Multi-Family nits. 8 )
1. ❑ Custom
2. ❑Modular(REQUIRED:NYS stamped engineered drawings of foundation plans)
❑Townhouse ❑ Garage (#of cars ) ❑ 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:
1sr floor: 7,908 SF 1ST floor:
2"d floor: 7,581 SF 2"d floor:
3rd floor: Total square feet:
Basement(habitable space):
•
Total square feet: 15,489 SF x�53
Irv3b,
Principle Structure Packet Revised March 2021
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: 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 NO
7. SITE INFORMATION:
a. What is the dimensions or acreage of the parcel?
b. Is this a corner lot? ❑ YES ►/ NO
c. Will the grade be changed as a result of the construction? ❑ YES NO
d. What is the water source? ill PUBLIC ❑ PRIVATE ❑ WELL
e. What type of wastewater system is on the parcel? ►/ SEWER ❑ PRIVATE SEPTIC
DECLARATION:
1. I 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 If,for any reason,the building permit,application is withdrawn,30%of the fee is retained by the Town of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. I 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 local zoning regulations.
4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. I 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:
SIGNAURE: DATE: 8/3
Principle Structure Packet Revised March 2021
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**
• Architect(s)/Engineer(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
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 ❑ ❑ El
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-2 SETS
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 k:4 ❑ ❑
e. Design loads including floor, snow&wind load � ❑ ❑
0 El
f. Seismic design
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 e ❑ ❑
surveyed property lines
8. Electrical inspection agency selected VI' ❑ ❑
9. FINAL AS-BUILT PLANS SUBMITTED ELECTRONICALLY
Principle Structure Packet Revised March 2021
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
lA 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
Living 20.48 29.6
Master
1B Bedroom 167 13.4 23.0 6.68 12.8 6.45
Den 85 6.8 23.0 3.4 12.8
Kitchen/
Living 432 33.8 47.9 16.92 25.2
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 595 47.6 70.9 23.8 38.0
Principle Structure Packet Revised March 2021
7�
y. FILE COPY
COMcheck Software Version 4.1.4.3
Envelope Compliance Certificate
REVIEWED FOR
ENERGY CODE COMPLIANCE
Project Information
Energy Code: 2018 IECC
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING
Location: Glens Falls, New York
Climate Zone: 6a
Project Type: New Construction D E C lip' (, J]'
Vertical Glazing/Wall Area: 22% ly �C, L6 �J �—C,
Construction Site: Owner/Agent: . D sig er/Contra or?021
BLIND ROCK&BAY ROAD
QUEENSBURY, NY 12804 TOWN OF QUEENSBURY
Additional Efficiency Package(s) BUILDING & CODES
High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist
report.
Building Area Floor Area
1-Multifamily: Residential 7908
Envelope Assemblies
Assembly Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factor(a)
Perimeter
Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Multifamily] 7930 38.0 0.0 0.027 0.021
Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1 - 7908 -- 10.0 0.480 0.520
Multifamily](d)
NORTH
Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multifamily] 3623 21.0 6.6 0.042 0.051
Window 1:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID-, 314 -- --- 0.270 0.430
SHGC 0.26,[Bldg.Use 1 -Multifamily](c)
Door 1:Other Door,Swinging,[Bldg.Use 1 -Multifamily] 168 --- --- 0.200 0.370
Door 2:Insulated Metal,Garage door 14%glazing,[Bldg.Use 1 - 512 -- --- 0.001 0.310
Multifamily]
EAST
Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multifamily] 1490 21.0 6.6 0.042 0.051
Window 3:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID-, 116 -- -- 0.270 0.360
SHGC 0.26,[Bldg.Use 1 -Multifamily](c)
Door 4:Other Door,Swinging,[Bldg.Use 1 -Multifamily] 21 — --- 0.200 0.370
SOUTH
Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multifamily] 3089 6.6 21.0 0.034 0.051
Window 2:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID-, 672 --- --- 0.270 0.360
SHGC 0.26,[Bldg.Use 1 -Multifamily](c)
Door 3:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 944 -- --- 0.270 0.770
Specs.:Product ID-,SHGC 0.26,[Bldg.Use 1-Multifamily](c)
WEST
Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multifamily] 1490 21.0 6.6 0.042 0.051
Window 4:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID-, 116 -- -- 0.270 0.360
SHGC 0.26,[Bldg.Use 1 -Multifamily](c)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 1 of 10
l
Assembly Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factoria)
Perimeter
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
(b)'Other'components require supporting documentation for proposed U-factors.
(c)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation.
(d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors.
Envelope PASSES: Design 19% better than code
Envelope Compliance Statement
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 systems have been
designed to meet the 2018 IECC requirements in COMcheck Version 4.1.4.3 and to comply with any applicable mandatory
requirements listed in the I pection Checklist.
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Name-Titles igna ure Date
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Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 2 of 10
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COMcheck Software Version 4.1.4.3
in°
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 0.0% were addressed directly in the COMcheck software
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
# Plan Review Complies? Comments/Assumptions
& Req.ID
C103.2 Plans and/or specifications provide all ❑Complies
[PR1]1 information with which compliance ❑Does Not
can be determined for the building
envelope and document where [Not Observable
exceptions to the standard are ❑Not Applicable
claimed.
C402.4.1 The vertical fenestration area <= 30 ❑Complies
[PR10]1 percent of the gross above-grade wall ❑Does Not
area.
❑Not Observable
• ❑Not Applicable
C402.4.1 ;The skylight area <= 3 percent of the ❑Complies
[PR11]1 'gross roof area. ❑Does Not
:Not Observable
❑Not Applicable
C405.5 Group R-2 dwelling units have ❑Complies
[PR16]1 separate electrical meters. ❑Does Not
❑Not Observable
❑Not Applicable
C406 Plans,specifications, and/or ❑Complies
[PR9]1 calculations provide all information ❑Does Not
with which compliance can be
determined for the additional energy ❑Not Observable
efficiency package options. Observable,___,
Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 3 of 10
a
Section
Footing/Foundation Inspection Complies? Comments/Assumptions
&Req.ID
C303.2 ISlab edge insulation installed per ❑Complies
[FO4]2 I manufacturer's instructions. ❑Does Not
['Not Observable
❑Not Applicable
C303.2.1 Exterior insulation protected against ❑Complies
[FO6]1 damage, sunlight, moisture, wind, ElDoes Not
landscaping and equipment
maintenance activities. ❑Not Observable
❑Not Applicable
C105 Installed slab-on-grade insulation type ❑Complies See the Envelope Assemblies table for values.
[FO3]2 and R-value consistent with insulation ❑Does Not
,specifications reported in plans and
COMcheck reports. ❑Not Observable
❑Not Applicable
C402.2.4 Slab edge insulation depth/length. ❑Complies See the Envelope Assemblies table for values.
[FO7]2 Slab insulation extending away from ❑Does Not
building is covered by pavement or
>= 10 inches of soil. ❑Not Observable
❑Not Applicable
C402.2.6 Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values.
[FO12]3 insulated to >=R-3.5 on face opposite ❑Does Not
space being heated. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 4 of 10
sr
Section
Framing/Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C303.1.3 ;Fenestration products rated in ❑Complies
[FR12]2 accordance with NFRC. ElDoes Not
['Not Observable
❑Not Applicable
C303.1.3 Fenestration products are certified as ❑Complies
[FR13]1 to performance labels or certificates ElDoes Not
provided. ['Not Observable •
❑Not Applicable
C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values.
[FR10]1 ElDoes Not
❑Not Observable
❑Not Applicable
C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values.
C402.4.3. . ElDoes Not
4 1 ❑Not Observable
[FR8]
❑Not Applicable
C402.4.4 'U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values.
[FR14]2 with the building thermal envelope ElDoes Not
meets requirements.
❑Not Observable
❑Not Applicable
C402.5.1. The building envelope contains a ❑Complies
2.1 continuous air barrier that is sealed in ❑Does Not
[FR19]1 an approved manner and material
permeability<= 0.004 dfm/ft2.Air ❑Not Observable
barrier penetrations are sealed in an ❑Not Applicable
approved manner.
C402.5.2, Factory-built fenestration and doors ❑Complies
C402.5.4 tare labeled as meeting air leakage ElDoes Not
[FR18]3 !requirements. ❑Not Observable
{ ❑Not Applicable
C402.5.7 ;Vestibules are installed on all building ❑Complies
[FR17]3 entrances. Doors have self-closing ElDoes Not
;devices. ❑Not Observable
} ElNot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 5 of 10
1
Section
# Mechanical Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C402.5.5, (Stair and elevator shaft vents have ❑Complies
C403.2.4. !motorized dampers that automatically Does Not
3 close. Refernece section C403.7.7 for
[ME3]3 !operational details. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 6 of 10
Section
# Rough-In Electrical Inspection Complies? Comments/Assumptions
& Req.ID
C405.6 'Low-voltage dry-type distribution ❑Complies
[EL26]2 l electric transformers meet the ODoes Not
?minimum efficiency requirements of
Table C405.6. ['Not Observable
❑Not Applicable
C405.7 l Electric motors meet the minimum ❑Complies
[EL27]2 efficiency requirements of Tables ❑Does Not
C405.7(1)through C405.7(4). ❑Not Observable
p Efficiency verified through certification
under an approved certification ❑Not Applicable
program or the equipment efficiency
ratings shall be provided by motor
manufacturer(where certification
programs do not exist).
C405.8.2, Escalators and moving walks comply ❑Complies
C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not
1 automatic controls configured to
[EL2812 j reduce speed to the minimum ❑Not Observable
permitted speed in accordance with ❑Not Applicable
ASME A17.1/CSA B44 or applicable
local code when not conveying
,passengers.
C405.9 STotal voltage drop across the ❑Complies
[EL29]2 combination of feeders and branch ❑Does Not
Icircuits <=5%.
} ['Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 7 of 10
1'
Section
# Insulation Inspection Complies? Comments/Assumptions
& Req.ID
C303.1 Roof insulation installed per ❑Complies
[IN3]1 manufacturer's instructions. Blown or ❑Does Not
poured loose-fill insulation is installed
only where the roof slope is<=3 in ❑Not Observable
12. ❑Not Applicable
C402.2.1 Insulation installed on a suspended ❑Complies
[IN20]1 ceiling having ceiling tiles is not being ❑Does Not
specified for roor/ceiling assemblies.
Continuous insulation board installed ❑Not Observable
in 2 or more layers with edge joints ❑Not Applicable
offset between layers.
C303.1 1 Building envelope insulation is labeled ❑Complies
[IN10]z with R-value or insulation certificate ❑Does Not
providing R-value and other relevant
data. [Not Observable
❑Not Applicable
C303.2 Above-grade wall insulation installed ❑Complies
[IN7]1 per manufacturer's instructions. ❑Does Not
❑Not Observable
❑Not Applicable
C303.2.1 Exterior insulation is protected from ❑Complies
[IN1412 damage with a protective material. ❑Does Not
Verification for exposed foundation
insulation may need to occur during ❑Not Observable
Foundation Inspection. ❑Not Applicable
C105 Installed above-grade wall insulation ❑Complies See the Envelope Assemblies table for values.
[IN6]1 type and R-value consistent with ❑Does Not
insulation specifications reported in
plans and COMcheck reports. ['Not Observable
❑Not Applicable
C402.2.3 I Installed floor insulation type and R- ❑Complies See the Envelope Assemblies table for values.
[IN8]V value consistent with insulation ❑Does Not
specifications reported in plans and
COMcheck reports. ❑Not Observable
❑Not Applicable
C402.2.6 1 Radiant panels and associated ❑Complies
[IN18]3 lcomponents, designed for heat ❑Does Not
transfer from the panel surfaces to the
occupants or indoor space are ['Not Observable
!insulated with a minimum of R-3.5. ❑Not Applicable
C105 Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values.
[IN2]1 value consistent with insulation ❑Does Not
specifications reported in plans and
COMcheck reports. For some ceiling ['Not Observable
systems,verification may need to ❑Not Applicable
occur during Framing Inspection.
C402.5.1. All sources of air leakage in the ❑Complies
1 building thermal envelope are sealed, ❑Does Not
[IN1]1 caulked, gasketed, weather stripped
or wrapped with moisture vapor- ❑Not Observable
permeable wrapping material to ❑Not Applicable
minimize air leakage.
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 8 of 10
Section
# Final Inspection Complies? Comments/Assumptions
&Req.ID
C402.5.6 Weatherseals installed on all loading ❑Complies
[FI37]1 dock cargo door openings and provide ❑Does Not
direct contact along the top and sides
of vehicles parked in the doorway. ['Not Observable
❑Not Applicable
C402.5.6 Weatherseals installed on all loading ❑Complies
[FI37]1 dock cargo door openings and provide ElDoes Not
direct contact along the top and sides
of vehicles parked in the doorway. ❑Not Observable
ElNot Applicable
C402.5.6 Weatherseals installed on all loading ❑Complies
[FI37]1 dock cargo door openings and provide ❑Does Not
direct contact along the top and sides
of vehicles parked in the doorway. ['Not Observable
❑Not Applicable
C402.5.6 ;Weatherseals installed on all loading ❑Complies
[F137]1 dock cargo door openings and provide ❑Does Not
direct contact along the top and sides
of vehicles parked in the doorway. ❑Not Observable
❑Not Applicable
C402.5.8 ;Recessed luminaires in thermal ❑Complies
[F126]3 envelope to limit infiltration and be IC ❑Does Not
rated and labeled.Seal between
interior finish and luminaire housing. ❑Not Observable
❑Not Applicable
C408.1.1 Building operations and maintenance ❑Complies
[FI57]1 documents will be provided to the ❑Does Not
owner. Documents will cover
manufacturers' information, ❑Not Observable
specifications, programming ❑Not Applicable
procedures and means of illustrating
to owner how building, equipment and
systems are intended to be installed,
maintained, and operated.
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 9 of 10
Jv
•
Project Title: FOWLER SQUARE 8 UNIT APARTMENT BUILDING Report date: 02/15/21
Data filename: C:\Users\mgiddings\Documents\COMcheck\8 UNIT FOWLER APARTMENTS.cck Page 10 of 10
•
1.` == ®i wi p ; • FILE COPY
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r4LI ] ,1r, - BOWDIOG DEPARTMENT
STRUCTURAL Based on our limited examination,compliance
with our comments shall not be construed as
ENGINEERING indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
Structural Design Data
for
Building No. 4
8 Unit Apartment Building
Located at
16 Whitbeck Drive
Queensbury, New York
•
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124 EAST MAIN STREET, WATERVILLE, NY 13480
315.939.1740 TELEPHONE 518.458.2600
455 PATROON CREEK BLVD, SUITE 106,ALBANY, NY 12206
W WW.260STRUCTURALENGINEERING.COM
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Project Name: Fowler Square-6/8 Unit Buildings
■� ®y Project Number: 260-2024 +'
; ,� ]� ___ __;_ Project Location: Queensbury,NY
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ENLINEE4ING
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(pa) 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(CE) 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 lbs 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
10.00 wood framing ,4.00 PSF
soffit 4.00 PSF
PSF
PSF
PSF
Total Dead Load 10.00 PSF Calculation
■sa a„;.ter.,, Project Name: Fowler Square-6/8 Unit Buildings
��AloAli wr Project Number: 260-2024
A Y. .__`J .
OJi_ _ _ _ Project Location: Queensbury,NY
irwwavwc
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
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)
S1 0.071
Fv 2.40
Sms(Fv*S1) 0.170
SDI(2/3*Sm1) 0.114
Seismic Design Category B from table 1613.5.6(2)
Response Modification Factor 2
•
•
11
Fowler Square 95(42) 100(45) 105{47)
i, Wind Map .. ; / ,1
110(49)
��, ` = Y:..�'V .,tom : '
(40) `- , .
� t il ;:�t,�•1. ^�.•
�'�� ;�..� ;oft r''-� �-c , .�._ „
ti ra i, ) rd 1-:"-- r
11
...,„,__,,
j 4f. A / `j ` �...ji.. :r i "
{ Crosshatching on map / L. / �,- !r,.'1� �__� `
1 indicates a Special ` t �T' _r j
_ Wind Region .' �, ---1.---,T, fy((, / ,'r,,.,_._,—.,, •i fa. r __
c pi ----____+--r—.___)---1—-----::::;.AL-.;:::!-:1,'-, .._1"--111
O 7` L —�—r_ f I
{ Co. •::.. i 1
�' `95(42) ( ., -;�
100(45)to
'� . Vl L _
150(67) 105(47) 1�. 1�
U140(63) -``j`N`,1-
105(47)
.:0 . ril.111110111.1 120(54)
110(49) 103(46) •
.1
CN (re,
,, VI
�� This note explains why we used 109
A 4 r ''110(49) MPH for the wind speed in the
7, 1/4 lifJg Il design of Fowler Square. The
--- ,Vri,-;17— -- ,(-,,,„,0,..� 120► project occurs between isobar line
2.
w . '�,` . 105 and 110, closer to the 110. The
r •1, ASCE Hazard report (included)
g f - provides the proper wind load base
° 160(72) 62431 15.1 on live map data.
I - - • 160(72)
1.
Notes
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. .
'2. Linear interpolation is permitted between contours.Point.values are govided to aid with interpolation.)
3. Islands,coastal areas,and land boundaries outside the last contour shall use the last wind speed contour.
i 4. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions.
5. Wind speeds correspond to approximately a 7%probability of exceedance in 50 years(Annual Exceedance Probability=0.00143,MRI=700 years).
6. Location-specific basic wind speeds shall be permitted to be determined using www.atcouncil.org/windspeed.
if FIGURE 26.5-1 B Basic Wind Speeds for Risk Category If Buildings and Other Structures
ti continues
252 - STANDARD ASCE/SEI 7-16
• 'i
i
101(45)
_ 103(46) - r� 105(47) i
`¢ `T�a l _!._ L _rt \ I
-r`� I i tji j-�--.. Go } 1
ri-T
-P s ! i f_� ! 1 �� h P ��i �- 1 ` -- .` 115(51) 'I
�-1,-f` `' ;-! L i r R - `)'1 -11_ ' 105(47) <<}�, 120(54) !f
• "---{ ';--r--~- op-
,+i ,1 LT, I, ,',-1-'tc,='`/' 1., p-1- -', -Lrl- F.„4: 130(58) ;1
11:1
I I I I { 7• L� 1
' 1 I I = `-=1 I 1-'`-f r1:1--+_'~�'�"• --1,';,'?==` - + ,1r f� 140(63) it
11
.L0..11 0L1'7AL,...i.6HI II1 k71_1-._i;.,,._,i i.,:.;-.:-,4-:r A0:l-1._.1 7,.
! '{• ems Y) '--,i,:1.f.()!i ;,
I
t---, _ , : t? r ct107(48) !.' 1 ,, 1 I i'+
:, _±____,-ri_.f 4-tr1r,il tilLL';,._i I L_icL..-i_1.47L'L
(1
y k `_N t-1 -r _� 1 I ,-. '• Y" y ..I�� T.4 II
;I)
( )
r-)--i r- - .M,s-. ra :! :`` , ��: -'�, • 140(63)
zi u_LL -1----r- '_ ' • ,-,T-'..-ti.-J._h-Lri-r- . m 'A f ,
o trirly_ ---7-ti_J N-.. --'4H AT1/--.. lr, _ ,..,k 1 ' We ,1 , ' .'t'46/c . ,,,/,
`,L. ,71 ti,d_ 1 , i--.10,507�) r(46).•: k/'•`{� � 150(67)
•• - a ' ti iiT1 I !A04(46). ' 1" % �,
,T l � i �fl11 a . 1 `o
, t � SU n , -7 ..t 'tir -er, IiI-Li-! ! -r 1 547 ' 4.• _
' ' 160(72) , 170(76)
�� 170(76)
10.5(47) � 180(80)
110(49) ' t
•
115(51) 150(67)
ro 120(54) 140(63)
130(58)
0 P
w
0
2
Location V(mph) V(m/s)
Guam 195 (87)
Virgin Islands 165. (74)
American Samoa 160: (72) 150(67) 160(72)
Hawaii See Figure 26:5-2B . 170(76)
o
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 '.Elevation:' 386.18 ft(NAND 88 .'
Fowler Square - 6/8 Unit Bldg. Risk Category: II Latitude: 43.358055
Fowler Square Boulevard Soil Class: D- Default(see Longitude: 73.658495
Queensbury, NY Section 11.4.3)
` L
,& Z ,,i-.F •
. t
„,,r,. /JO
f EI•• I• rtarr
—..
.,
��7(f- •. , "f+`{. .�•' ?= , '� � . - .. - �/-- 'l.__-- DTI•.
,..„ ;
,.
, •
J-A.....:i.:,;•:-.:„.Jkse./..,..,--,-_, le• . ../ 4::, _... ''...:,1. ,r.;„‘:
0. i,
* -t.. ' ' '''• I 1.4'..`•'' : . ' '- ,;,!I. A _ , . „ ,
� ;.....Glrc Falb f�l '
{F T I I D� 'r .. :. 11''-" '`�1 ,' ;:.f't�5aR1.S0`.'L ♦ For sEri".N r
i• -; t .its • �\ I'
I-:.'I ,C _I, ' .
1. t I -----.-.- --_ '
i
Wind
Results:
,Wnd_Speedi 109 Vmph)
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://asce7hazardtool.online/ Page 1 of 6 Tue Sep 01 2020
AXE,
AMERICAN SOCIETY OF CML ENGINEERS
Seismic
Site Soil Class: D- Default(see Section 11.4.3)
Results:
Ss : 0.241 SD, : 0.11
Sl : 0.069 TL : 6
Fa : 1.6 PGA : 0.135
F, : 2.4 PGA M : 0.206
Sms : 0.386 FpGA : 1.53
Sm.' : 0.165 le : 1
Sips : 0.257 C, : 0.782
Seismic Design Category B
MCER Response Spectrum 0.40 , 0.30 Design Response Spectrum
- ,
T-
! ,
, .
, • •
. .
---i
, . 0.20- --:4 '
I ,
0.25 - r, • ,
) .
0.20- . i . — , 0.15 'S..' S - - i
0_15 3 '
''' ''
1
0.10 ' .3‘,, - 1 . 1
0.05 , , '. '-
, -- - - •:,------ __ -
'
0-05 ,-x,----:—...,_ -- - -j- ----- - - ' - -- A '' .•''
o
0 O., -. .4-,..- . _''44,4'1....ri' -.1700.-
I I
1 2 3 4 5 6 1 Z 3 4 5 6
Sa(g)vs T(s) Sa(g)vs T(s)
MCER Vertical Response Spectrum Design Vertical Response Spectrum
0.25 —' — 0.18 r-
, .
;
0.16 — -
i
0.20
0 14 4—0.15- 0_12 - •
• .
, t ,
,
.z... . 0.10.. '
0.10 ''' ,
' ,' • 0.08--
s.
0.06- : , L
. ..,
0 05- , _
- : ,,... ' • '''''''(:."-a..• —f.
0_0 0
1 —. • .. . . a a '3.. ,, , 'I. /.:e : . :"....''.#,.. " 0.02_ i ...I:,...*, •- - -,,- • ' 'i ..-,.r.t*t- ;kw:.
I 1 ,
0 5 1.0 1.5 2_00 5 1.0 1 5 20
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://asce7hazardtooLonline/ 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, pg_I 50 lb/fir
Elevation:; 386.2 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://asce7hazardtool.online/ Page 3 of 6 Tue Sep 01 2020
ASCE,
AMERICAN SOCIETY OF CIVIL 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
(https://www.nws.noaa.dov/oh/hdsc/)
Date Accessed: Tue Sep 01 2020
https://asce7hazardtool.online/ Page 4 of 6 Tue Sep 01 2020
ASCE.
AMER ICAN SOCIETY OF MIL ENGINEERS
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
•
• 11-1 f• -.1=1 .41;,1
-. J .
4 ' ' ,:!
i
rr
https://asce7hazardtool.online/ Page 5 of 6 Tue Sep 01 2020
AXE •
AMERICAN SOCIETY OF CIVIL 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.online/ Page 6 of 6 Tue Sep 01 2020
11.11111111111111
1.111.1111111111
.... I w p ' "
.. 1
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
1
124 EAST MAIN STREET, WATERVILLE, NY 13480
315.939.1740 TELEPHONE 51 8.458.2600
455 PATROON CREEK BLVD, SUITE 106,ALBANY, NY 12206
WWW.260STRUCTURALENGINEERING.COM
Project Name: Fowler Sq-6/8 Unit Bldg
■ ■■a�
■ ■■�,, ;: Project Number: 260-2024A
S ■I Project Location: Queensbury, NY
sTRucruRaL
ENGINEERING
1>n 30%I MAIN 51xtf I,\541IUVILLL,NY 11JNU
315.919.I140 MOHO?. ,•IG82000
+-,s xnrxwn cxu v,el vn,ninnwv�Nv I,e ol,
H W W,i10!i xI1C I Uxnl I,N1:11111 xlNt.,.OM
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, B (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 (ft)=
2a (ft)= _ .
4a (ft)=
Velocity Pressure Exposure Coefficient, k =
Wind Directionality Factor,kd = ,.
Topographic Factor,k2t = 1.00 >No escarpments, hills or other extreme
Ground Elevation Factor, Ke = 1.00
Basic Wind Speed, V (mph)= 109
Velocity pressure, qZ (Ib/ft2)=
Internal pressure coefficient and Gust factor, GC p, =
Roof Angle, O (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
GCpf -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 -9.37_
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 (Ib/ft^2) 40 40
DL Wn (Ib/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 2571 Ok
1 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 1081 Ok
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
2 2x12 63.28 19.197 356 0.00 15264 0.00 9251 Ok
Project Name: Fowler Square - 6/8 Unit
Type: 3-2x10'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 (Ib/ft^2) 40 40
DL Wn (Ib/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^4) (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
1 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
2 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 (Ib/ft^2) 40 40
DL Wn (Ib/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 Unit
260-2024A
Type: 3-2x12s Project Number:
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(Ib/ft^2) 40 40
DL Wn(Ib/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 0.09 921 Ok
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 1771 Ok
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" Ivi'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 (Ib/ft"2) 40 0
DL Wn (Ib/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 1351 Ok
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