HomeMy WebLinkAbout105.00-04-14.220 074/2023"') o-1(4/2c3
0 � �L
Y
z
TOWN OF CORTLANDVILLE
3577 Terrace Road, Cortland NY 13045 607-756-7490
yy BUILDING PERMIT APPLICATION
Fee PaiAA3 I Permit No.
Application Date: a� Ta�M No. W5.100-r0-1pt�.�o�(.J
Name of Property Owner:l I IIi��CI 3 1111tilt II DU�n70010A
ot
onet#: I PD rL' qw7) -ram 99 d
Mailing Address& Email Address: lii It . IInn 5 DY m ,UU5�
Application is Hereby Made to (construct, add, modify, etc.)
//�� 1_'nn9IUL11,,,,r Yln, V . u 1.l
at (address) "I ! 1'Ie✓ pj •(DYT(oAd Aj I �
Number of Family Units �/ Basement? Jf S Area (SF)
First Floor Area (SF) l% / 1p Second Floor Area (SF)
'I�i I
Total Area above Second Floor (SF) �I1�Size of Building �YI_� X 1i7
Size of Lot 1d •I OPIK6etbacks: Front (!/ (I Rear 1,0� Left Side Right Side ko 1
Sewage Disposal Sf d 110� Water Supply Vr� Type of Heat
Date of Health Department Approval L
Builder's Name:
Estimated Cost: J jo
Phone Number.
OCC Class:
Submit drawings showing the location of the building on the lot in relation to the property lines. A set of
Building Plans detailing: the foundation, framing, grade and species of lumber, Energy Code Compliance,
sheathing, interior walls, stairs, windows and other information that may be necessary to determine
compliance with the N.Y.S. Building Codes.
All Statements contained herein are true and the work will be performed in the manner set forth in this
application in accordance with all codes of the State of New York and all laws, ordinances, codes and
regulations of the Town of Cortlandville, New York. Certificate of Occupancy is required upon occupying
the premises. The undersigned grants the Town Building Inspector permission to enter upon the
premises at all reasonable tim purpose of making necessary ins ections. Inspections require 24-
hour notice be applican .�
/'��, Pe itAppr d
Sig at re��df Applicant
Permit Disapprove JUL 14 =
2023 n
PAID m Si ature ofInspector
n /�
Date: i/oo�(j �-\(�NGLEQ� /1 —lP(ApYYQJ
// Signature of Cortlandville Town Clerk
Building Permit # 23-074
TOWN OF CORTLANDVILLE
3577 Terrace Road
Cortland, NY 13045
607-756-7490
Date Issued:7/14/2023
This notice, which must be prominently displayed on the property or premises to which it
pertains, indicates that a
BUILDING PERMIT
Has been issued to: Michael & Michelle Brownaardt
Permitting:
New 1776 sf ranch home with 2 bdrms 2 bths. sinale car aaraae on full icf foundation w bilco
doors. covered porch and rear 600sf deck by owner at 944 Gallaaher Rd
At: 944 Gallaaher Road
All work shall be executed in strict compliance with the permit application, approved plans, the
NYS Uniform Fire Prevention and Building Code, and all other laws, rules and regulations,
which apply. The building permit does not constitute authority to build in violation of any federal,
state or local law or other rule or regulation.
Special Notes (if any) :
Do not proceed beyond these points until countersigned below by the inspector
Footing before pouring concrete Footing before backfill X
Framing before closing Electrical before enclosing = (BY OTHERS)
Plumbing before enclosina HVAC before enclosina �C .
Insulation inspection ,t/ Final Inspection X
Permission is hereby granted to proceed with the work as set forth in the specifications, plans,
or statements now on file in this department. Any amendments made to the original plans or
specifications must be submitted for approval. l>
Permit Expires: 07114/2024 ,!/ �t�, . kJA,
Issuing Officer: Desiree Campbell/ Kevin McMahon
ocoRluNo`���
TOWN OF CORTLANDVILLE
0r�yfw YOQ� 607-756-7490
CERTIFICATE OF OCCUPANCY
Having complied with the provisions of the Local Laws of the Town of Cortlandville
and the NYS Fire Prevention and Building Codes as per the application type:
New Construction -Res , The following permit holder is hereby granted this Certificate of
Occupancy.
Michael & Michelle Browngardt
18 Scammell St.
Cortland
NY 13045
Building Permit # 23-074
Type of Permit: New Construction -Res
Issued on: 07/14/2023
Completed on: 01/25/2024
Description of work:
New 1776 sf ranch home with 2 bdrms 2 laths, single car garage on full icf foundation w
bilco doors, covered porch and rear 600sf deck by owner at 944 Gallagher Rd
By order of : Kevin .7 McMahon-C, E, O
NYS Code Enforcement Officers: Desiree Campbell & Kevin McMahon
ALPHA ENERGY
Jan.5 2024
Kevin McMahon
Code Enforcement
Town Of Cortlandville
RE: Browagardt Residence
L&P Construction
944 Gallagher Rd
Cortland, New York
Dear: Mr. McMahon,
1 have conducted the building air leakage test in accordance with Section R 402.4.1.2 of the 2020.
Energy Conservation Construction Code of New York State.
The calculated conditioned floor area is 3540 ft sq. The CFM@-50 is 832.
The ACH@-50 Pascals is 1.6.
The Code requires it to be 3ACH or less. Therefore the house fulfills the requirement.
Thank yo
V IA l
Virgil Farlow
Alpha Energy Efficiency Services
Certified Home Energy Rater
659 Sherwood Rd.
Aurora, NY 13026
315-283-3211 cell
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
PROPOSAL FOR:
BROW NGARDT
GALLAGHER RD
CORTLANDVILLE, NY 13045
3/22/2023
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Heat Load Summary Report for BROWNGARDT
Room
Square
Heating Loss
Hydronic Heat
Latent / Sensible
Cooling Gain
Cooling
Cooling
Name
Ft.
BTUH
Linear Ft.
Gain BTUH
BTUH
Tons
CFM
BEDROOM#2
234
3184
5A1
409
/ 2867
3276
0.27
109
LAUNDRY
84
1361
2.27
75
/ 1593
1668
0.14
56
BATHROOM
60
579
0.97
54
/ 455
509
0.04
17
HALLWAY
91
4307
7.18
751
/ 2217
2969
0.25
99
OFFICE
140
1842
3.07
125
/ 1573
1698
0.14
57
KITCHEN
364
8539
14.23
1796
/ 6137
7933
0.66
264
MASTER BEDROOM
357
6107
10.18
720
/ 8625
9345
0.78
311
LIVING ROOM
336
7196
11.99
1571
/ 5017
6588
0.55
220
BASEMENT
1560
17179
28.63
2241
/ 12037
14278
1.19
476
TOTALS
3226
50294
83.82
7742
/ 40521
48264
4.02
1609
Disclaimer
These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a
professional installation. The installing contractor's experience and expert judgement are also major factors in sizing and installing a
complete system. The weather, customer usage, duct installation, and structure design may vary on each estimate and should be taken
into account. Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements, not just total
BTUs.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: OP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Heat Load Detail Report for BROWNGARDT
Room 1 of 9
Room Specifications: BEDROOM#2
Room Length (Ft.) :
18
Sq. Ft windows facing NE & NW: --
Watts Incandescent Light: 100
Room Width (Ft.) :
13
Sq. Ft windows facing South: 15
Watts Flourescent Light:
Room Height (Ft.) :
8
Sq. Ft windows facing SE & SW: --
Duct Length from A/H to room:
Exposed Wall Length (Ft.) :
31
Number of Exterior Doors:
Number of Large Electric Motors:
Wall against unconditioned room (Ft.)
:31
Sq. Ft. Exterior Doors:
Average Electric Motor Horsepower:
Sq. Ft windows facing North:
Number of People in Room: 1
BTUH Appliance Sensible Heat:
Sq. Ft windows facing E & W:
BTUH Appliance Latent Heat:
Indoor/Outdoor Design Temperatures (degrees Farenheit)
Summer:
Winter:
Inside (Thermostat setting) :
74
Inside (Thermostat setting) :
72
Outside (Above ground):
97
Outside (Above ground :
20
Outside (Below ground):
65
Outside (Below ground) :
60
Unconditioned Space :
97
Unconditioned Space :
65
Above Ceiling (Attic/Crawl Space) :
130
Above Ceiling (Attic/Crawl Space) :
45
Concrete Slab (Ground temperature)
80
Concrete Slab (Ground temperature) :
55
Unconditioned Basement :
60
Unconditioned Basement :
55
Below Floor Crawl Space:
85
Below Floor Crawl Space:
50
Applicable Temperatures: Above Ceiling: Attic or Crawl Space Below Floor: Thermostat Setting Exposed Walls: Above Ground
Design Conditions
Insulation Values (U-Factors)
Occupant Sensible Load (BTUH per person) :
250
Exposed Walls (Above Ground) :
.080
Occupant Latent Load (BTUH per person) :
200
Exposed Walls (Below Ground) :
.5
Duct Insulation Factor :
1
Partitions :
.075
Duct Temperature Difference (Summer) :
20
Roof/Ceiling :
.055
Duct Temperature Difference (Winter) :
45
Floor (Above basement) :
.083
Humidity Difference Inside/Outside % (Summer)
: 20
Floor (Concrete slab) :
.001
Humidity Difference Inside/Outside %(Winter) :
15
Floor (Between conditioned spaces) :
.287
Fresh Air Per Person (CFM) :
2
Doors :
.500
Air Change Factor (Air change per hour) :
.5
Windows:
.900
Space Shading Factor :
.4
Air Handler Design Cooling (CFM per ton) :
400
Hydronic Heat (BTUH per linear ft :
600
Calculated Room Results - Summer Heat Gains
Wall Heat Gain (BTUH) :
884
Appliance/Elec Motor Latent Heat Gain (BTUH) :
200
Ceiling or Roof Heat Gain (BTUH) :
721
Appliance/Elec Motor Sensible Heat Gain (BTUH) :591
Floor Heat Gain (BTUH) :
0
Ventilation Latent Heat Gain (BTUH) :
209
Glass Heat Gain (BTUH) :
2B3
Ventilation Sensible Gain (BTUH) :
388
Exterior Door & North Window Heat Gain (BTUH) : 0
Summer Total Latent Heat Gain:
409
Solar Heat Gain (BTUH) :
0
Summer Total Sensible Heat Gain (BTUH) :
2867
Total Transmission Heat Gain (BTUH) :
1888
TOTAL SUMMER COOLING LOAD (BTUH) :
3276
Calculated Room Results - Winter Heat Losses
Transmission Heat Losses (BTUH) :
2149
Latent Ventilation Heat Losses (BTUH) :
157
Sensible Ventilation Heat Losses (BTUH) :
878
Hydronic Heat(Linear Ft.) :
5
TOTAL WINTER HEATING LOAD (BTUH) :
3184
Calculated Totals for Entire Structure
Size of Structure (Sq. Ft.):
3226
Total Sensible Heat Gain (BTUH):
40521
Total Heat Loss (BTUH):
50294
Total Cooling Gain (BTUH):
48264
Total Hydronic Heat (Linear Ft.):
83.82
Total Cooling Requirement (Tons):
4.02
Total Latent Heat Gain (BTUH):
7742
Total Cooling CFM:
1609
Disclaimer
These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a
professional installation. The installing contractor's experience and expert judgement are also major factors in sizing and installing a
complete system. The weather, customer usage, duct installation, and structure design may vary on each estimate and should be taken
into account. Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements, not just total
BTUs.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Heat Load Detail Report for BROWNGARDT
Room 3 of 9
Room Specifications: BATHROOM
Room Length (Ft.) : 10
Sq. Ft windows facing NE & NW: Watts Incandescent Light:
Room Width (Ft.) : 6
Sq. Ft windows facing South: Watts Flourescent Light:
Room Height (Ft.) : 8
Sq. Ft windows facing SE & SW: Duct Length from A/H to room:
Exposed Wall Length (Ft.) : 6
Number of Exterior Doors: Number of Large Electric Motors:
Wall against unconditioned room (Ft.) :6
Sq. Ft. Exterior Doors: Average Electric Motor Horsepower:
Sq. Ft windows facing North:
Number of People in Room: BTUH Appliance Sensible Heat:
Sq. Ft windows facing E & W:
BTUH Appliance Latent Heat:
Indoor/Outdoor Design Temperatures (degrees Farenheit)
Summer:
Winter:
Inside (Thermostat setting) :
74 Inside (Thermostat setting) 72
Outside (Above ground):
97 Outside (Above ground : 20
Outside (Below ground):
65 Outside (Below ground) : 60
Unconditioned Space :
97 Unconditioned Space : 65
Above Ceiling (Attic/Crawl Space) :
130 Above Ceiling (Attic/Crawl Space) : 45
Concrete Slab (Ground temperature)
: 80 Concrete Slab (Ground temperature) : 55
Unconditioned Basement :
60 Unconditioned Basement : 55
Below Floor Crawl Space:
85 Below Floor Crawl Space: 50
Applicable Temperatures: Above Ceiling: Attic or Crawl Space Below Floor: Thermostat Setting Exposed Walls: Above Ground
Design Conditions
Insulation Values (U-Factors)
Occupant Sensible Load (BTUH per person) :
250
Exposed Walls (Above Ground) :
.080
Occupant Latent Load (BTUH per person) :
200
Exposed Walls (Below Ground) :
.5
Duct Insulation Factor :
1
Partitions :
.075
Duct Temperature Difference (Summer) :
20
Roof/Ceiling :
.055
Duct Temperature Difference (Winter) :
45
Floor (Above basement) :
.083
Humidity Difference Inside/Outside % (Summer) :
20
Floor (Concrete slab) :
.001
Humidity Difference Inside/Outside %(Winter) :
15
Floor (Between conditioned spaces) :
.287
Fresh Air Per Person (CFM) :
2
Doors :
.500
Air Change Factor (Air change per hour) :
.5
Windows:
.900
Space Shading Factor :
.4
Air Handler Design Cooling (CFM per ton) :
400
Hydronic Heat (BTUH per linear ft :
600
Calculated Room Results - Summer Heat Gains
Wall Heat Gain (BTUH) :
171
Appliance/Elec Motor Latent Heat Gain (BTUH) :
0
Ceiling or Roof Heat Gain (BTUH) :
185
Appliance/Elec Motor Sensible Heat Gain (BTUH)
:0
Floor Heat Gain (BTUH) :
0
Ventilation Latent Heat Gain (BTUH) :
54
Glass Heat Gain (BTUH) :
0
Ventilation Sensible Gain (BTUH) :
100
Exterior Door & North Window Heat Gain (BTUH)
: 0
Summer Total Latent Heat Gain:
54
Solar Heat Gain (BTUH) :
0
Summer Total Sensible Heat Gain (BTUH) :
455
Total Transmission Heat Gain (BTUH) :
356
TOTAL SUMMER COOLING LOAD (BTUH) :
509
Calculated Room Results - Winter Heat Losses
Transmission Heat Losses (BTUH)
: 314
Latent Ventilation Heat Losses (BTUH) :
40
Sensible Ventilation Heat Losses (BTUH) : 225
Hydronic Heat(Linear Ft.) :
1
TOTAL WINTER HEATING LOAD (BTUH) :
579
Calculated Totals for Entire Structure
Size of Structure (Sq. Ft.):
3226
Total Sensible Heat Gain (BTUH):
40521
Total Heat Loss (BTUH):
50294
Total Cooling Gain (BTUH):
48264
Total Hydronic Heat (Linear Ft.):
83.82
Total Cooling Requirement (Tons):
4.02
Total Latent Heat Gain (BTUH):
7742
Total Cooling CFM:
1609
Disclaimer
These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a
professional installation. The installing contractor's experience and expert judgement are also major factors in sizing and installing a
complete system. The weather, customer usage, duct installation, and structure design may vary on each estimate and should be taken
into account. Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements, not just total
BTUs.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Heat Load Detail Report for BROWNGARDT
Room 5 of 9
Room Specifications: OFFICE
Room Length (Ft.) :
14
Sq. Ft windows facing NE & NW: --
Watts Incandescent Light: 100
Room Width (Ft.) :
10
Sq. Ft windows facing South: 15
Watts Flourescent Light:
Room Height (Ft.) :
8
Sq. Ft windows facing SE & SW: --
Duct Length from A/H to room:
Exposed Wall Length (Ft.) :
10
Number of Exterior Doors:
Number of Large Electric Motors:
Wall against unconditioned room (Ft.)
:10
Sq. Ft. Exterior Doors:
Average Electric Motor Horsepower: --
Sq. Ft windows facing North:
Number of People in Room:
BTUH Appliance Sensible Heat:
Sq. Ft windows facing E & W:
BTUH Appliance Latent Heat:
Indoor/Outdoor Design Temperatures (degrees Farenheit)
Summer:
Winter:
Inside (Thermostat setting) :
74
Inside (Thermostat setting)
72
Outside (Above ground):
97
Outside (Above ground :
20
Outside (Below ground):
65
Outside (Below ground) :
60
Unconditioned Space :
97
Unconditioned Space :
65
Above Ceiling (Attic/Crawl Space)
130
Above Ceiling (Attic/Crawl Space) :
45
Concrete Slab (Ground temperature) :
80
Concrete Slab (Ground temperature) :
55
Unconditioned Basement :
60
Unconditioned Basement :
55
Below Floor Crawl Space:
85
Below Floor Crawl Space :
50
Applicable Temperatures: Above Ceiling: Attic or Crawl Space Below Floor: Thermostat Setting Exposed Walls: Above Ground
Design Conditions
Insulation Values (U-Factors)
Occupant Sensible Load (BTUH per person) :
250
Exposed Walls (Above Ground) :
.080
Occupant Latent Load (BTUH per person) :
200
Exposed Walls (Below Ground) :
.5
Duct Insulation Factor :
1
Partitions :
.075
Duct Temperature Difference (Summer) :
20
Roof/Ceiling :
.055
Duct Temperature Difference (Winter) :
45
Floor (Above basement) :
.083
Humidity Difference Inside/Outside % (Summer)
: 20
Floor (Concrete slab) :
.001
Humidity Difference Inside/Outside %(Winter) :
15
Floor (Between conditioned spaces) :
.287
Fresh Air Per Person (CFM) :
2
Doors :
.500
Air Change Factor (Air change per hour) :
.5
Windows:
.900
Space Shading Factor :
.4
Air Handler Design Cooling (CFM per ton) :
400
Hydronic Heat (BTUH per linear ft :
600
Calculated Room Results - Summer Heat Gains
Wall Heat Gain (BTUH) :
285
Appliance/Elec Motor Latent Heat Gain (BTUH) :
0
Ceiling or Roof Heat Gain (BTUH) :
431
Appliance/Elec Motor Sensible Heat Gain (BTUH)
:341
Floor Heat Gain (BTUH) :
0
Ventilation Latent Heat Gain (BTUH) :
125
Glass Heat Gain (BTUH) :
283
Ventilation Sensible Gain (BTUH) :
232
Exterior Door & North Window Heat Gain (BTUH)
: 0
Summer Total Latent Heat Gain:
125
Solar Heat Gain (BTUH) :
0
Summer Total Sensible Heat Gain (BTUH) :
1573
Total Transmission Heat Gain (BTUH) :
999
TOTAL SUMMER COOLING LOAD (BTUH) :
1698
Calculated Room Results - Winter Heat Losses
Transmission Heat Losses (BTUH)
: 1222
Latent Ventilation Heat Losses (BTUH) :
94
Sensible Ventilation Heat Losses (BTUH) : 525
Hydronic Heat(Linear Ft.) :
3
TOTAL WINTER HEATING LOAD (BTUH) :
1842
Calculated Totals for Entire Structure
Size of Structure (Sq. Ft.):
3226
Total Sensible Heat Gain (BTUH):
40521
Total Heat Loss (BTUH):
50294
Total Cooling Gain (BTUH):
48264
Total Hydronic Heat (Linear Ft.):
83.82
Total Cooling Requirement (Tons):
4.02
Total Latent Heat Gain (BTUH):
7742
Total Cooling CFM:
1609
Disclaimer
These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a
professional installation. The installing contractor's experience and expert judgement are also major factors in sizing and installing a
complete system. The weather, customer usage, duct installation, and structure design may vary on each estimate and should be taken
into account. Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements, not just total
BTUs.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Heat Load Detail Report for BROWNGARDT
Room 7 of 9
Room Specifications: MASTER BEDROOM
Room Length (Ft.) :
21
Sq. Ft windows facing NE & NW:
Watts Incandescent Light: 100
Room Width (Ft.) :
17
Sq. Ft windows facing South:
Watts Flourescent Light:
Room Height (Ft.) :
8
Sq. Ft windows facing SE & SW:
Duct Length from A/H to room:
Exposed Wall Length (Ft.) :
38
Number of Exterior Doors:
Number of Large Electric Motors:
Wall against unconditioned room (Ft.)
:38
Sq. Ft. Exterior Doors:
Average Electric Motor Horsepower: --
Sq. Ft windows facing North:
30
Number of People in Room: 2
BTUH Appliance Sensible Heat:
Sq. Ft windows facing E & W:
45
BTUH Appliance Latent Heat:
Indoor/Outdoor Design Temperatures (degrees Farenheit)
Summer:
Winter:
Inside (Thermostat setting) :
74
Inside (Thermostat setting) :
72
Outside (Above ground):
97
Outside (Above ground :
20
Outside (Below ground):
65
Outside (Below ground) :
60
Unconditioned Space :
97
Unconditioned Space :
65
Above Ceiling (Attic/Crawl Space) :
130
Above Ceiling (Attic/Crawl Space) :
45
Concrete Slab (Ground temperature) :
80
Concrete Slab (Ground temperature) :
55
Unconditioned Basement :
60
Unconditioned Basement :
55
Below Floor Crawl Space :
85
Below Floor Crawl Space:
50
Applicable Temperatures: Above Ceiling: Attic or Crawl Space Below Floor: Thermostat Setting Exposed Walls: Above Ground
Design Conditions
Insulation Values (U-Factors)
Occupant Sensible Load (BTUH per person) :
250
Exposed Walls (Above Ground) :
.080
Occupant Latent Load (BTUH per person) :
200
Exposed Walls (Below Ground) :
.5
Duct Insulation Factor :
1
Partitions :
.075
Duct Temperature Difference (Summer) :
20
Roof/Ceiling :
.055
Duct Temperature Difference (Winter) :
45
Floor (Above basement) :
.083
Humidity Difference Inside/Outside % (Summer) :
20
Floor (Concrete slab) :
.001
Humidity Difference Inside/Outside %(Winter) :
15
Floor (Between conditioned spaces) :
.287
Fresh Air Per Person (CFM) :
2
Doors:
.500
Air Change Factor (Air change per hour) :
.5
Windows:
.900
Space Shading Factor:
.4
Air Handler Design Cooling (CFM per ton) :
400
Hydronic Heat (BTUH per linear ft :
600
Calculated Room Results - Summer Heat Gains
Wall Heat Gain (BTUH) :
1084
Appliance/Elec Motor Latent Heat Gain (BTUH) :
400
Ceiling or Roof Heat Gain (BTUH) :
1100
Appliance/Elec Motor Sensible Heat Gain (BTUH)
:841
Floor Heat Gain (BTUH) :
0
Ventilation Latent Heat Gain (BTUH) :
320
Glass Heat Gain (BTUH) :
849
Ventilation Sensible Gain (BTUH) :
592
Exterior Door & North Window Heat Gain (BTUH) :
290
Summer Total Latent Heat Gain:
720
Solar Heat Gain (BTUH) :
3870
Summer Total Sensible Heat Gain (BTUH) :
8625
Total Transmission Heat Gain (BTUH) :
7192
TOTAL SUMMER COOLING LOAD (BTUH) :
9345
Calculated Room Results - Winter Heat Losses
Transmission Heat Losses (BTUH)
: 4528
Latent Ventilation Heat Losses (BTUH) :
240
Sensible Ventilation Heat Losses (BTUH) : 1339
Hydronic Heat(Linear Ft.) :
10
TOTAL WINTER HEATING LOAD (BTUH) :
6107
Calculated Totals for Entire Structure
Size of Structure (Sq. Ft.):
3226
Total Sensible Heat Gain (BTUH):
40521
Total Heat Loss (BTUH):
50294
Total Cooling Gain (BTUH):
48264
Total Hydronic Heat (Linear Ft.):
83.82
Total Cooling Requirement (Tons):
4.02
Total Latent Heat Gain (BTUH):
7742
Total Cooling CFM:
1609
Disclaimer
These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a
professional installation. The installing contractor's experience and expert judgement are also major factors in sizing and installing a
complete system. The weather, customer usage, duct installation, and structure design may vary on each estimate and should be taken
into account. Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements, not just total
BTUs.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Heat Load Detail Report for BROWNGARDT
Room 9 of 9
Room Specifications: BASEMENT
Room Length (Ft.) :
40
Sq. Ft windows facing NE & NW:
Watts Incandescent Light: 100
Room Width (Ft.) :
39
Sq. Ft windows facing South:
Watts Flourescent Light:
Room Height (Ft.) :
9
Sq. Ft windows facing SE & SW:
Duct Length from A/H to room:
Exposed Wall Length (Ft.) :
79
Number of Exterior Doors: 1
Number of Large Electric Motors:
Wall against unconditioned room (Ft.)
:79
Sq. Ft. Exterior Doors: 21
Average Electric Motor Horsepower:
Sq. Ft windows facing North:
Number of People in Room:
BTUH Appliance Sensible Heat:
Sq. Ft windows facing E & W:
BTUH Appliance Latent Heat:
Indoor/Outdoor Design Temperatures (degrees Farenheit)
Summer:
Winter:
Inside (Thermostat setting) :
74
Inside (Thermostat setting) :
72
Outside (Above ground):
97
Outside (Above ground :
20
Outside (Below ground):
65
Outside (Below ground) :
60
Unconditioned Space :
97
Unconditioned Space :
65
Above Ceiling (Attic/Crawl Space) :
130
Above Ceiling (Attic/Crawl Space) :
45
Concrete Slab (Ground temperature) :
80
Concrete Slab (Ground temperature) :
55
Unconditioned Basement :
60
Unconditioned Basement :
55
Below Floor Crawl Space:
85
Below Floor Crawl Space :
50
Applicable Temperatures: Above Ceiling: Attic or Crawl Space Below Floor: Thermostat Setting Exposed Walls: Above Ground
Design Conditions
Insulation Values (U-Factors)
Occupant Sensible Load (BTUH per person) :
250
Exposed Walls (Above Ground) :
.080
Occupant Latent Load (BTUH per person) :
200
Exposed Walls (Below Ground) :
.5
Duct Insulation Factor :
1
Partitions :
.075
Duct Temperature Difference (Summer) :
20
Roof/Ceiling :
.055
Duct Temperature Difference (Winter) :
45
Floor (Above basement) :
.083
Humidity Difference Inside/Outside % (Summer) :
20
Floor (Concrete slab) :
.001
Humidity Difference Inside/Outside %(Winter) :
15
Floor (Between conditioned spaces) :
.287
Fresh Air Per Person (CFM) :
2
Doors :
.500
Air Change Factor (Air change per hour) :
.5
Windows:
.900
Space Shading Factor :
.4
Air Handler Design Cooling (CFM per ton) :
400
Hydronic Heat (BTUH per linear ft :
600
Calculated Room Results - Summer Heat Gains
Wall Heat Gain (BTUH) :
2535
Appliance/Elec Motor Latent Heat Gain (BTUH) :
0
Ceiling or Roof Heat Gain (BTUH) :
4805
Appliance/Elec Motor Sensible Heat Gain (BTUH) :341
Floor Heat Gain (BTUH) :
0
Ventilation Latent Heat Gain (BTUH) :
2241
Glass Heat Gain (BTUH) :
0
Ventilation Sensible Gain (BTUH) :
4154
Exterior Door & North Window Heat Gain (BTUH)
: 203
Summer Total Latent Heat Gain:
2241
Solar Heat Gain (BTUH) :
0
Summer Total Sensible Heat Gain (BTUH) :
12037
Total Transmission Heat Gain (BTUH) :
7542
TOTAL SUMMER COOLING LOAD (BTUH) :
14278
Calculated Room Results - Winter Heat Losses
Transmission Heat Losses (BTUH) :
6106
Latent Ventilation Heat Losses (BTUH) :
1681
Sensible Ventilation Heat Losses (BTUH) :
9392
Hydronic Heat(Linear Ft.) :
29
TOTAL WINTER HEATING LOAD (BTUH) :
17179
Calculated Totals for Entire Structure
Size of Structure (Sq. Ft.):
3226
Total Sensible Heat Gain (BTUH):
40521
Total Heat Loss (BTUH):
50294
Total Cooling Gain (BTUH):
48264
Total Hydronic Heat (Linear Ft.):
83.82
Total Cooling Requirement (Tons):
4.02
Total Latent Heat Gain (BTUH):
7742
Total Cooling CFM:
1609
Disclaimer
These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a
professional installation. The installing contractor's experience and expert judgement are also major factors in sizing and installing a
complete system. The weather, customer usage, duct installation, and structure design may vary on each estimate and should be taken
into account. Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements, not just total
BTUs.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Project Default Calculation Values for BROWNGARDT
Indoor/Outdoor Design Temperatures (Degrees Farenheit)
Summer
Winter
Inside (Thermostat setting) :
74
Inside (Thermostat setting)
Outside (Above ground):
97
Outside (Above ground
Outside (Below ground):
65
Outside (Below ground)
Unconditioned Space :
97
Unconditioned Space :
Above Ceiling (Attic/Crawl Space) :
130
Above Ceiling (Attic/Crawl Space)
Concrete Slab (Ground temperature) :
80
Concrete Salb (Ground temperature)
Unconditioned Basement :
60
Unconditioned Basement
Below Floor Crawl Space:
85
Below Floor Crawl Space
Design Conditions
Occupant Sensible Load (BTUH per person)
Occupant Latent Load (BTUH per person)
Duct Insulation Factor :
Duct Temperature Difference (Summer)
Duct Temperature Difference (Winter) :
Space Humidity Difference Inside/Outside (Summer)
Space Humidity Difference Inside/Outside (Winter)
Fresh Air Per Person (CFM) :
Air Change Factor (Air change per hour)
Space Shading Factor:
Air Handler Design Cooling (CFM per ton)
Hydronic Heat (BTUH per linear ft:
0to50CFM:
50 to 100 CFM
100 to 150 CFM
151 to 200 CFM
201 to 275 CFM
276 to 350 CFM
351 to 600 CFM
601 to 900 CFM
901 to 1200 CFM
0to50CFM :
51 to 100 CFM:
101 to 125 CFM
126 to 175 CFM
176 to 225 CFM
226 to 300 CFM
301 to 400 CFM
401 to 500 CFM
501 to 600 CFM
601 to 700 CFM
701 to 800 CFM
801 to 900 CFM
901 to 1000 CFM
1001 to 1200 CFM
1201 to 1400 CFM
1401 to 1500 CFM
1501 to 1600 CFM
1601 to 1800 CFM
1801 to 2000 CFM
2001 to 2500 CFM
2501 to 3000 CFM
3001 to 3500 CFM
3501 to 4000 CFM
Insulation Values (U-Factors)
250
Exposed Walls (Above Ground)
200
Exposed Walls (Below Ground)
1
Partitions :
20
Roof/Ceiling
45
Floor (Above basement)
20
Floor (Concrete slab) :
15
Floor (Between conditioned spaces)
2
Doors :
.5
Windows:
.4
400
600
Duct and Grill Sizing
Supply Ducts
5" Round Metal
6" Round Metal
7" Round Metal
8" Round Metal
9" Round Metal
10" Round Metal
12" Round Metal
14" Round Metal
16" Round Metal
Return Ducts
5" Round Metal
6" Round Metal
7" Round Metal
8" Round Metal
9" Round Metal
11" Round Metal
12" Round Metal
14" Round Metal
15" Round Metal
16" Round Metal
17" Round Metal
1 B" Round Metal
19" Round Metal
21" Round Metal
23" Round Metal
24" Round Metal
25" Round Metal
26" Round Metal
27" Round Metal
31" Round Metal
34" Round Metal
36" Round Metal
39" Round Metal
Supply Grills
8x4" Supply Grille
10x6" Supply Grille
12x6" Supply Grille
12x6" Supply Grille
14x6" Supply Grille
14x8" Supply Grille
12x12" Supply Grille
18x10" Supply Grille
18x12" Supply Grille
Return Grills
8x4" Return Grille
10x4" Return Grille
10x6" Return Grille
12x6" Return Grille
12x8" Return Grille
12x10" Return Grille
16x10" Return Grille
18x12" Return Grille
20x12" Return Grille
24x12" Return Grille
18x18" Return Grille
20x18" Return Grille
24x18" Return Grille
30x18" Return Grille
24x24" Return Grille
36x18" Return Grille
36x18" Return Grille
40x18" Return Grille
36x24" Return Grille
48x20" Return Grille
48x24" Return Grille
60x24" Return Grille
60x30" Return Grille
These are the current default system design conditions. These values can be adjusted by the user on a global
or room -by -room basis. To review the actual values for a specified room, print the Detailed Load Analysis Report.
It is not uncommon, particularly in complex or multi -story structures, for temperatures, U-factors, and other design
conditions to vary between floors and or rooms.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
72
20
60
65
45
55
55
50
.080
.075
.075
.055
.083
.001
.287
.500
.900
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Duct Sizing Report for BROWNGARDT
Room 1 of 9
Room Specifications: BEDROOM#2 Calculated Results and Default Values
Room Length (Ft.) : 18
Area of Room (Square Feet.) :
234
Room Height: 8
Area of Room (Cubic Feet) :
1872
Room Width (Ft.) : 13
Heating BTUH This Room :
3184
COOLING BTUH THIS ROOM: 3276
Air Handler Design CFM Per Ton :
400
Minimum Air Handler CFM :
1609
CFM FOR THIS ROOM:
109
Single Run Room Duct and Grill Size Multiple Run Room Duct and Grill Size
Supply Round Duct Size (In.) : 7" Round Metal (To keep room supply CFM under 200 per run)
Supply Grill Size (In.) : 12x6" Supply Grille Supply Round Duct Size (In.)
Return Round Duct Size (In.) : 7" Round Metal Supply Grill Size (In.) :
Return Grill Size (In.) : 10x6" Return Grille Number of Runs Required
CFM per run :
Single Central Return Air Duct and Grill Size Multiple Central Return Air Duct and Grill Size
Return Duct Size (In.) : 26" Round Metal Return Duct Size (In.) : 18" Round Metal
Return Grill Size (In.) : 40x18" Return Grille Return Grill Size (In.) : 20x18" Return Grille
Number of Runs Required 2
CFM per run : 804.5
Duct Sizing Specifications - Supply
Supply Ducts
Supply Grills
Supply Ducts
Supply Grills
0 to 50 CFM :
5" Round Metal
8x4" Supply Grille
276 to 350 CFM :
10" Round Metal
14x8" Supply Grille
50 to 100 CFM :
6" Round Metal
10x6" Supply Grille
351 to 600 CFM :
12" Round Metal
12x12" Supply Grille
100 to 150 CFM :
7" Round Metal
12x6" Supply Grille
601 to 900 CFM :
14" Round Metal
18x10" Supply Grille
151 to 200 CFM :
8" Round Metal
12x6" Supply Grille
901 to 1200 CFM :
16" Round Metal
18x12" Supply Grille
201 to 275 CFM :
9" Round Metal
14x6" Supply Grille
Duct Sizing Specifications - Returns
Return Ducts
Return Grills
Return Ducts
Return Grills
0 to 50 CFM :
5" Round Metal
8x4" Return Grille
901 to 1000 CFM :
19" Round Metal
24x18" Return Grille
51 to 100 CFM :
6" Round Metal
10x4" Return Grille
1001 to 1200 CFM :
21" Round Metal
30x18" Return Grille
101 to 125 CFM:
7" Round Metal
10x6" Return Grille
1201 to 1400 CFM :
23" Round Metal
24x24" Return Grille
126 to 175 CFM :
8" Round Metal
12x6" Return Grille
1401 to 1500 CFM :
24" Round Metal
36x18" Return Grille
176 to 225 CFM :
9" Round Metal
12x8" Return Grille
1501 to 1600 CFM :
25" Round Metal
36x18" Return Grille
226 to 300 CFM :
11" Round Metal
12x10" Return Grille
1601 to 1620 CFM :
26" Round Metal
40x18" Return Grille
301 to 400 CFM :
12" Round Metal
16x10" Return Grille
1801 to 2000 CFM :
27" Round Metal
36x24" Return Grille
401 to 500 CFM :
14" Round Metal
18x12" Return Grille
2001 to 2500 CFM :
31" Round Metal
48x20" Return Grille
501 to 600 CFM :
15" Round Metal
20x12" Return Grille
2501 to 3000 CFM:
34" Round Metal
48x24" Return Grille
601 to 700 CFM :
16" Round Metal
24x12" Return Grille
3001 to 3500 CFM :
36" Round Metal
60x24" Return Grille
701 to 800 CFM :
17" Round Metal
18x18" Return Grille
3501 to 4000 CFM :
39" Round Metal
60x30" Return Grille
801 to 900 CFM :
18" Round Metal
20x18" Return Grille
Room Notes
Disclaimer
The original factory round duct and grill sizes are based on a static pressure of 0.1 inch Mercury. The return grills are sized to
approximately 2.7 CFM per Sq. In. of grill area. These are the values the program is shipped with. This program also allows the user to
change the initial suggested sizes to those design sizes most suited or required in your area and we strongly suggest you do. While
proper sizing is critical, sound judgement by professionals with proficient skill in design and installtion is also required to assure proper
airflow.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Duct Sizing Report for BROWNGARDT
Room 3 of 9
Room Specifications: BATHROOM Calculated Results and Default Values
Room Length (Ft.) : 10 Area of Room (Square Feet.) : 60
Room Height: 8 Area of Room (Cubic Feet) : 480
Room Width (Ft.) : 6 Heating BTUH This Room : 579
COOLING BTUH THIS ROOM: 509 Air Handler Design CFM Per Ton : 400
Minimum Air Handler CFM : 1609
CFM FOR THIS ROOM: 17
Single Run Room Duct and Grill Size Multiple Run Room Duct and Grill Size
Supply Round Duct Size (In.) : 5" Round Metal (To keep room supply CFM under 200 per run)
Supply Grill Size (In.) : 8x4" Supply Grille Supply Round Duct Size (In.)
Return Round Duct Size (In.) : 5" Round Metal Supply Grill Size (In.) :
Return Grill Size (In.) : 8x4" Return Grille Number of Runs Required
CFM per run :
Single Central Return Air Duct and Grill Size Multiple Central Return Air Duct and Grill Size
Return Duct Size (In.) : 26" Round Metal Return Duct Size (In.) : 18" Round Metal
Return Grill Size (In.) : 40x18" Return Grille Return Grill Size (in.) : 20x18" Return Grille
Number of Runs Required 2
CFM per run : 804.5
Duct Sizing Specifications - Supply
Supply Ducts
Supply Grills
Supply Ducts
Supply Grills
0 to 50 CFM :
5" Round Metal
8x4" Supply Grille
276 to 350 CFM :
10" Round Metal
14x8" Supply Grille
50 to 100 CFM :
6" Round Metal
10x6" Supply Grille
351 to 600 CFM :
12" Round Metal
12x12" Supply Grille
100 to 150 CFM :
7" Round Metal
12x6" Supply Grille
601 to 900 CFM :
14" Round Metal
18x10" Supply Grille
151 to 200 CFM :
8" Round Metal
12x6" Supply Grille
901 to 1200 CFM :
16" Round Metal
18x12" Supply Grille
201 to 275 CFM:
9" Round Metal
14x6" Supply Grille
Duct Sizing Specifications - Returns
Return Ducts
Return Grills
Return Ducts
Return Grills
0 to 50 CFM :
5" Round Metal
8x4" Return Grille
901 to 1000 CFM :
19" Round Metal
24x18" Return Grille
51 to 100 CFM :
6" Round Metal
10x4" Return Grille
1001 to 1200 CFM :
21" Round Metal
30x18" Return Grille
101 to 125 CFM:
7" Round Metal
10x6" Return Grille
1201 to 1400 CFM :
23" Round Metal
24x24" Return Grille
126 to 175 CFM :
8" Round Metal
12x6" Return Grille
1401 to 1500 CFM :
24" Round Metal
36x18" Return Grille
176 to 225 CFM :
9" Round Metal
12x8" Return Grille
1501 to 1600 CFM :
25" Round Metal
36x18" Return Grille
226 to 300 CFM :
11" Round Metal
12x10" Return Grille
1601 to 1620 CFM:
26" Round Metal
40x18" Return Grille
301 to 400 CFM :
12" Round Metal
16x10" Return Grille
1801 to 2000 CFM :
27" Round Metal
36x24" Return Grille
401 to 500 CFM :
14" Round Metal
18x12" Return Grille
2001 to 2500 CFM :
31" Round Metal
48x20" Return Grille
501 to 600 CFM :
15" Round Metal
20x12" Return Grille
2501 to 3000 CFM :
34" Round Metal
48x24" Return Grille
601 to 700 CFM :
16" Round Metal
24x12" Return Grille
3001 to 3500 CFM :
36" Round Metal
60x24" Return Grille
701 to 800 CFM :
17" Round Metal
18x18" Return Grille
3501 to 4000 CFM :
39" Round Metal
60x30" Return Grille
801 to 900 CFM :
18" Round Metal
20x18" Return Grille
Room Notes
Disclaimer
The original factory round duct and grill sizes are based on a static pressure of 0.1 inch Mercury. The return grills are sized to
approximately 2.7 CFM per Sq. In. of grill area. These are the values the program is shipped with. This program also allows the user to
change the initial suggested sizes to those design sizes most suited or required in your area and we strongly suggest you do. While
proper sizing is critical, sound judgement by professionals with proficient skill in design and installtion is also required to assure proper
airflow.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Duct Sizing Report for BROWNGARDT
Room 5 of 9
Room Specifications: OFFICE Calculated Results and Default Values
Room Length (Ft.) : 14
Area of Room (Square Feet.) :
140
Room Height: 8
Area of Room (Cubic Feet) :
1120
Room Width (Ft.) : 10
Heating BTUH This Room :
1842
COOLING BTUH THIS ROOM: 1698
Air Handler Design CFM Per Ton :
400
Minimum Air Handler CFM :
1609
CFM FOR THIS ROOM:
57
Single Run Room Duct and Grill Size Multiple Run Room Duct and Grill Size
Supply Round Duct Size (In.) : 6" Round Metal (To keep room supply CFM under 200 per run)
Supply Grill Size (In.) : 10x6" Supply Grille Supply Round Duct Size (In.)
Return Round Duct Size (In.) : 6" Round Metal Supply Grill Size (In.) :
Return Grill Size (In.) : 10x4" Return Grille Number of Runs Required
CFM per run :
Single Central Return Air Duct and Grill Size Multiple Central Return Air Duct and Grill Size
Return Duct Size (In.) : 26" Round Metal Return Duct Size (In.) : 18" Round Metal
Return Grill Size (In.) 40x18" Return Grille Return Grill Size (In.) : 20x18" Return Grille
Number of Runs Required : 2
CFM per run : 804.5
Duct Sizing Specifications - Supply
Supply Ducts
Supply Grills
Supply Ducts
Supply Grills
0 to 50 CFM :
5" Round Metal
8x4" Supply Grille
276 to 350 CFM :
10" Round Metal
14x8" Supply Grille
50 to 100 CFM :
6" Round Metal
10x6" Supply Grille
351 to 600 CFM :
12" Round Metal
12x12" Supply Grille
100 to 150 CFM :
7" Round Metal
12x6" Supply Grille
601 to 900 CFM :
14" Round Metal
18x10" Supply Grille
151 to 200 CFM :
8" Round Metal
12x6" Supply Grille
901 to 1200 CFM :
16" Round Metal
18x12" Supply Grille
201 to 275 CFM :
9" Round Metal
14x6" Supply Grille
Duct Sizing Specifications - Returns
Return Ducts
Return Grills
Return Ducts
Return Grills
0 to 50 CFM :
5" Round Metal
8x4" Return Grille
901 to 1000 CFM :
19" Round Metal
24x18" Return Grille
51 to 100 CFM :
6" Round Metal
10x4" Return Grille
1001 to 1200 CFM :
21" Round Metal
30x18" Return Grille
101 to 125 CFM :
7" Round Metal
10x6" Return Grille
1201 to 1400 CFM :
23" Round Metal
24x24" Return Grille
126 to 175 CFM :
8" Round Metal
12x6" Return Grille
1401 to 1500 CFM :
24" Round Metal
36x18" Return Grille
176 to 225 CFM :
9" Round Metal
12x8" Return Grille
1501 to 1600 CFM :
25" Round Metal
36x18" Return Grille
226 to 300 CFM :
11" Round Metal
12x10" Return Grille
1601 to 1620 CFM :
26" Round Metal
40x18" Return Grille
301 to 400 CFM :
12" Round Metal
16x10" Return Grille
1801 to 2000 CFM :
27" Round Metal
36x24" Return Grille
401 to 500 CFM :
14" Round Metal
18x12" Return Grille
2001 to 2500 CFM :
31" Round Metal
48x20" Return Grille
501 to 600 CFM :
15" Round Metal
20x12" Return Grille
2501 to 3000 CFM :
34" Round Metal
48x24" Return Grille
601 to 700 CFM :
16" Round Metal
24x12" Return Grille
3001 to 3500 CFM :
36" Round Metal
60x24" Return Grille
701 to 800 CFM :
17" Round Metal
18x18" Return Grille
3501 to 4000 CFM:
39" Round Metal
60x30" Return Grille
801 to 900 CFM :
18" Round Metal
20x18" Return Grille
Room Notes
Disclaimer
The original factory round duct and grill sizes are based on a static pressure of 0.1 inch Mercury. The return grills are sized to
approximately 2.7 CFM per Sq. In. of grill area. These are the values the program is shipped with. This program also allows the user to
change the initial suggested sizes to those design sizes most suited or required in your area and we strongly suggest you do. While
proper sizing is critical, sound judgement by professionals with proficient skill in design and installtion is also required to assure proper
airflow.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Duct Sizing Report for BROWNGARDT
Room 7 of 9
Room Specifications: MASTER BEDROOM Calculated Results and Default Values
Room Length (Ft.) : 21
Area of Room (Square Feet.) :
357
Room Height: 8
Area of Room (Cubic Feet) :
2856
Room Width (Ft.) : 17
Heating BTUH This Room :
6107
COOLING BTUH THIS ROOM: 9345
Air Handler Design CFM Per Ton :
400
Minimum Air Handler CFM :
1609
CFM FOR THIS ROOM:
311
Single Run Room Duct and Grill Size Multiple Run Room Duct and Grill Size
Supply Round Duct Size (In.) : 10" Round Metal (To keep room supply CFM under 200 per run)
Supply Grill Size (In.) : 14x8" Supply Grille Supply Round Duct Size (In.) : 8" Round Metal
Return Round Duct Size (In.) : 12" Round Metal Supply Grill Size (In.) : 12x6" Supply Grille
Return Grill Size (In.) : 16x10" Return Grille Number of Runs Required : 2
CFM per run : 155.5
Single Central Return Air Duct and Grill Size Multiple Central Return Air Duct and Grill Size
Return Duct Size (In.) : 26" Round Metal Return Duct Size (In.) : 18" Round Metal
Return Grill Size (In.) : 40x18" Return Grille Return Grill Size (In.) 20x18" Return Grille
Number of Runs Required : 2
CFM per run : 804.5
Duct Sizing Specifications - Supply
Supply Ducts
Supply Grills
Supply Ducts
Supply Grills
0 to 50 CFM :
5" Round Metal
8x4" Supply Grille
276 to 350 CFM :
10" Round Metal
14x8" Supply Grille
50 to 100 CFM :
6" Round Metal
10x6" Supply Grille
351 to 500 CFM :
12" Round Metal
12x12" Supply Grille
100 to 150 CFM :
7" Round Metal
12x6" Supply Grille
601 to 900 CFM :
14" Round Metal
18x10" Supply Grille
151 to 200 CFM:
8" Round Metal
12x6" Supply Grille
901 to 1200 CFM :
16" Round Metal
18x12" Supply Grille
201 to 275 CFM :
9" Round Metal
14x6" Supply Grille
Duct Sizing Specifications - Returns
Return Ducts
Return Grills
Return Ducts
Return Grills
0 to 50 CFM :
5" Round Metal
8x4" Return Grille
901 to 1000 CFM :
19" Round Metal
24x18" Return Grille
51 to 100 CFM :
6" Round Metal
10x4" Return Grille
1001 to 1200 CFM :
21" Round Metal
30x18" Return Grille
101 to 125 CFM :
7" Round Metal
10x6" Return Grille
1201 to 1400 CFM :
23" Round Metal
24x24" Return Grille
126 to 175 CFM :
8" Round Metal
12x6" Return Grille
1401 to 1500 CFM:
24" Round Metal
36x18" Return Grille
176 to 225 CFM :
9" Round Metal
12x8" Return Grille
1501 to 1600 CFM :
25" Round Metal
36x18" Return Grille
226 to 300 CFM :
11" Round Metal
12x10" Return Grille
1601 to 1620 CFM :
26" Round Metal
40x18" Return Grille
301 to 400 CFM :
12" Round Metal
16x10" Return Grille
1801 to 2000 CFM:
27" Round Metal
36x24" Return Grille
401 to 500 CFM :
14" Round Metal
18x12" Return Grille
2001 to 2500 CFM :
31" Round Metal
48x20" Return Grille
501 to 600 CFM :
15" Round Metal
2002" Return Grille
2501 to 3000 CFM:
34" Round Metal
48x24" Return Grille
601 to 700 CFM :
16" Round Metal
24x12" Return Grille
3001 to 3500 CFM:
36" Round Metal
60x24" Return Grille
701 to 800 CFM :
17" Round Metal
18x18" Return Grille
3501 to 4000 CFM :
39" Round Metal
60x30" Return Grille
801 to 900 CFM :
18" Round Metal
20x18" Return Grille
Room Notes
Disclaimer
The original factory round duct and grill sizes are based on a static pressure of 0.1 inch Mercury. The return grills are sized to
approximately 2.7 CFM per Sq. In. of grill area. These are the values the program is shipped with. This program also allows the user to
change the initial suggested sizes to those design sizes most suited or required in your area and we strongly suggest you do. While
proper sizing is critical, sound judgement by professionals with proficient skill in design and installtion is also required to assure proper
airflow.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
HEP Sales
797 Route 13 Cortland, NY 13045
Phone: 607-756-8871 Fax: 607-735-0373 E-mail: cortland@hepsales.com
Duct Sizing Report for BROWNGARDT
Room 9 of 9
Room Specifications: BASEMENT Calculated Results and Default Values
Room Length (Ft.) : 40
Area of Room (Square Feet.) :
1560
Room Height: 9
Area of Room (Cubic Feet) :
14040
Room Width (Ft.) : 39
Heating BTUH This Room :
17179
COOLING BTUH THIS ROOM: 14278
Air Handler Design CFM Per Ton :
400
Minimum Air Handler CFM :
1609
CFM FOR THIS ROOM:
476
Single Run Room Duct and Grill Size Multiple Run Room Duct and Grill Size
Supply Round Duct Size (In.) : 12" Round Metal (To keep room supply CFM under 200 per run)
Supply Grill Size (In.) : 12x12" Supply Grille Supply Round Duct Size (In.) ; 8" Round Metal
Return Round Duct Size (In.) : 14" Round Metal Supply Grill Size (In.) : 12x6" Supply Grille
Return Grill Size (In.) : 18x12" Return Grille Number of Runs Required : 3
CFM per run : 158.6667
Single Central Return Air Duct and Grill Size Multiple Central Return Air Duct and Grill Size
Return Duct Size (In.) : 26" Round Metal Return Duct Size (In.) : 18" Round Metal
Return Grill Size (In.) : 40x18" Return Grille Return Grill Size (In.) : 20x18" Return Grille
Number of Runs Required : 2
CFM per run : 804.5
Duct Sizing Specifications - Supply
Supply Ducts
Supply Grills
Supply Ducts
Supply Grills
0 to 50 CFM:
5" Round Metal
8x4" Supply Grille
276 to 350 CFM :
10" Round Metal
14x8" Supply Grille
50 to 100 CFM :
6" Round Metal
10x6" Supply Grille
351 to 600 CFM :
12" Round Metal
12x12" Supply Grille
100 to 150 CFM :
7" Round Metal
12x6" Supply Grille
601 to 900 CFM :
14" Round Metal
18x10" Supply Grille
151 to 200 CFM :
8" Round Metal
12x6" Supply Grille
901 to 1200 CFM:
16" Round Metal
18x12" Supply Grille
201 to 275 CFM :
9" Round Metal
14x6" Supply Grille
Duct Sizing Specifications
- Returns
Return Ducts
Return Grills
Return Ducts
Return Grills
0 to 50 CFM:
5" Round Metal
8x4" Return Grille
901 to 1000 CFM :
19" Round Metal
24x18" Return Grille
51 to 100 CFM :
6" Round Metal
10x4" Return Grille
1001 to 1200 CFM:
21" Round Metal
30x18" Return Grille
101 to 125 CFM :
7" Round Metal
10x6" Return Grille
1201 to 1400 CFM :
23" Round Metal
24x24" Return Grille
126 to 175 CFM :
8" Round Metal
12x6" Return Grille
1401 to 1500 CFM :
24" Round Metal
36x18" Return Grille
176 to 225 CFM :
9" Round Metal
12x8" Return Grille
1501 to 1600 CFM :
25" Round Metal
36x18" Return Grille
226 to 300 CFM :
11" Round Metal
12x10" Return Grille
1601 to 1620 CFM :
26" Round Metal
40x18" Return Grille
301 to 400 CFM :
12" Round Metal
16x10" Return Grille
1801 to 2000 CFM :
27" Round Metal
36x24" Return Grille
401 to 500 CFM :
14" Round Metal
18x12" Return Grille
2001 to 2500 CFM:
31" Round Metal
48x20" Return Grille
501 to 600 CFM :
15" Round Metal
20x12" Return Grille
2501 to 3000 CFM :
34" Round Metal
48x24" Return Grille
601 to 700 CFM :
16" Round Metal
24x12" Return Grille
3001 to 3500 CFM :
36" Round Metal
60x24" Return Grille
701 to 800 CFM :
17" Round Metal
18x18" Return Grille
3501 to 4000 CFM :
39" Round Metal
60x3O" Return Grille
801 to 900 CFM :
18" Round Metal
20x18" Return Grille
Room Notes
Disclaimer
The original factory round duct and grill sizes are based on a static pressure of 0.1 inch Mercury. The return grills are sized to
approximately 2.7 CFM per Sq. In. of grill area. These are the values the program is shipped with. This program also allows the user to
change the initial suggested sizes to those design sizes most suited or required in your area and we strongly suggest you do. While
proper sizing is critical, sound judgement by professionals with proficient skill in design and installtion is also required to assure proper
airflow.
Prepared 7/10/2023 using O'Brien Quick Loads Pro - Version 1.01 - SN: QP-070101-30419
Generated by REScheck-Web Software
Compliance Certificate
Project 2209-Browngardt
Energy Code:2018 IECC
Location:Cortland, New York
Construction Type:Single-family
Project Type:New Construction
Conditioned Floor Area:1,776 ft2
Glazing Area 15%
Climate Zone:5 (7168 HDD)
Permit Date:
Construction Site:
944 Gallagher Rd.
Cortland, NY 13045
Owner/Agent:
Mike Browngardt
18 Scammell St.
Cortland, NY 13045
(607) 745-2998
cortspmg05@yahoo.com
Designer/Contractor:
Matt Barnes
1292 Starr Rd.
Cortland, NY 13045
(607) 345-0641
barnzi37@gmail.com
Permit Number:
Compliance: Passes using UA trade-off
11.6% Better Than Code Maximum UA:318 Your UA:281
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value
Prop.
U-Factor
Req.
U-Factor
Prop.
UA
Req.
UA
Insulated Ceiling Cavity: Raised or Energy Truss 1,776 38.0 0.0 0.025 0.026 44 46
Insulated First Floor Wood Wall Cavity: Wood Frame,
16" o.c.1,837 21.0 0.0 0.057 0.060 88 93
D4-3068 EXT. FD: Solid Door (under 50% glazing)22 0.140 0.300 3 7
D1-3068 EXT.: Glass Door (over 50% glazing)22 0.230 0.300 5 7
D6-IFSPD60610 OX: Glass Door (over 50% glazing)41 0.290 0.300 12 12
A1-ESDH2046-ESDHP4046-ESDH2046 (QTY. 2): Vinyl
Frame 72 0.290 0.300 21 22
A2-EDDH3050 (QTY. 4): Vinyl Frame 60 0.290 0.300 17 18
A3-ESDHP3020: Vinyl Frame 6 0.270 0.300 2 2
A4-ESDH3050: Vinyl Frame 15 0.290 0.300 4 5
A5-CA2030 2W: Vinyl Frame 12 0.280 0.300 3 4
A6-ESDH3650 (QTY. 2): Vinyl Frame 35 0.290 0.300 10 11
Project Title: 2209-Browngardt
Data filename:Page 1 of 10
06/15/23Report date:
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value
Prop.
U-Factor
Req.
U-Factor
Prop.
UA
Req.
UA
ICF Foundation Wall: Insulated Concrete Forms
Wall height: 7.8'
Depth below grade: 7.0'
Insulation depth: 7.8'
1,616 22.0 0.039 0.050 62 79
D3-3068 EXT.: Solid Door (under 50% glazing)22 0.230 0.300 5 7
A8-ESGL3630 XO: Vinyl Frame 16 0.290 0.300 5 5
Name - Title Signature Date
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title: 2209-Browngardt
Data filename:Page 2 of 10
06/15/23Report date:
Inspection Checklist
Requirements: 100.0% were addressed directly in the REScheck software
REScheck Software Version : REScheck-Web
Text in the "Comments/Assumptions" column is provided by the user in the REScheck 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.
Energy Code: 2018 IECC
Section
#
& Req.ID
Pre-Inspection/Plan Review Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
103.1,
103.2
[PR1]1
Construction drawings and
documentation demonstrate
energy code compliance for the
building envelope. Thermal
envelope represented on
construction documents.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
103.1,
103.2,
403.7
[PR3]1
Construction drawings and
documentation demonstrate
energy code compliance for
lighting and mechanical systems.
Systems serving multiple
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
302.1,
403.7
[PR2]2
Heating and cooling equipment is
sized per ACCA Manual S based
on loads calculated per ACCA
Manual J or other methods
approved by the code official.
Heating:
Btu/hr_____
Cooling:
Btu/hr_____
Heating:
Btu/hr_____
Cooling:
Btu/hr_____
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 3 of 10
06/15/23Report date:
Section
#
& Req.ID
Foundation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1
[FO4]1
Conditioned basement wall
insulation R-value. Where interior
insulation is used, verification
may need to occur during
Insulation Inspection. Not
required in warm-humid locations
in Climate Zone 3.
R-_____
R-_____
R-_____
R-_____
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2
[FO5]1
Conditioned basement wall
insulation installed per
manufacturer’s instructions.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.2.9
[FO6]1
Conditioned basement wall
insulation depth of burial or
distance from top of wall.
_____ ft _____ ft Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2.1
[FO11]2
A protective covering is installed
to protect exposed exterior
insulation and extends a
minimum of 6 in. below grade.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.9
[FO12]2
Snow- and ice-melting system
controls installed.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement is
not applicable.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 4 of 10
06/15/23Report date:
Section
#
& Req.ID
Framing / Rough-In Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1,
402.3.4
[FR1]1
Door U-factor.U-_____U-_____Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
402.1.1,
402.3.1,
402.3.3,
402.5
[FR2]1
Glazing U-factor (area-weighted
average).
U-_____U-_____Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.1.3
[FR4]1
U-factors of fenestration products
are determined in accordance
with the NFRC test procedure or
taken from the default table.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.4.1.1
[FR23]1
Air barrier and thermal barrier
installed per manufacturer’s
instructions.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.4.3
[FR20]1
Fenestration that is not site built
is listed and labeled as meeting
AAMA /WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC
400 that do not exceed code
limits.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.4.5
[FR16]2
IC-rated recessed lighting fixtures
sealed at housing/interior finish
and labeled to indicate ≤2.0 cfm
leakage at 75 Pa.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.3.1
[FR12]1
Supply and return ducts in attics
insulated >= R-8 where duct is
>= 3 inches in diameter and >=
R-6 where < 3 inches. Supply and
return ducts in other portions of
the building insulated >= R-6 for
diameter >= 3 inches and R-4.2
for < 3 inches in diameter.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.3.2
[FR13]1
Ducts, air handlers and filter
boxes are sealed with
joints/seams compliant with
International Mechanical Code or
International Residential Code, as
applicable.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement is
not applicable.
403.3.5
[FR15]3
Building cavities are not used as
ducts or plenums.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 5 of 10
06/15/23Report date:
Section
#
& Req.ID
Framing / Rough-In Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
403.3.7
[FR28]3
Ducts declared to be within the
conditioned space are either 1)
completely within the continuous
air barrier and within the building
thermal envelope, 2) buried
within ceiling insulation in
accordance with Section
R403.3.6 and the air handler is
located completely within the
continuous air barrier and within
the building thermal envelope
and the duct leakage is <= 1.5
cfm / 100 square feet of
conditioned floor area served by
the duct system, or 3) the ceiling
insulation R-value installed
against and above the insulated
duct >= to the proposed ceiling
insulation R-value, less the R-
value of the insulation on the
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement is
not applicable.
403.4
[FR17]2
HVAC piping conveying fluids
above 105 ºF or chilled fluids
below 55 ºF are insulated to ≥R-
3.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.4.1
[FR24]1
Protection of insulation on HVAC
piping.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.5.3
[FR18]2
Hot water pipes are insulated to
≥R-3.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.6
[FR19]2
Automatic or gravity dampers are
installed on all outdoor air
intakes and exhausts.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 6 of 10
06/15/23Report date:
Section
#
& Req.ID
Insulation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
303.1
[IN13]2
All installed insulation is labeled
or the installed R-values
provided.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.1.1,
402.2.5,
402.2.6
[IN3]1
Wall insulation R-value. If this is a
mass wall with at least ½ of the
wall insulation on the wall
exterior, the exterior insulation
requirement applies (FR10).
R-_____
Wood
Mass
Steel
R-_____
Wood
Mass
Steel
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2
[IN4]1
Wall insulation is installed per
manufacturer’s instructions.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 7 of 10
06/15/23Report date:
Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1,
402.2.1,
402.2.2,
402.2.6
[FI1]1
Ceiling insulation R-value.R-_____
Wood
Steel
R-_____
Wood
Steel
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.1.1.1,
303.2
[FI2]1
Ceiling insulation installed per
manufacturer’s instructions.
Blown insulation marked every
300 ft².
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.2.3
[FI22]2
Vented attics with air permeable
insulation include baffle adjacent
to soffit and eave vents that
extends over insulation.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.2.4
[FI3]1
Attic access hatch and door
insulation ≥R-value of the
adjacent assembly.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
402.4.1.2
[FI17]1
Blower door test @ 50 Pa. <=5
ach in Climate Zones 1-2, and
<=3 ach in Climate Zones 3-8.
ACH 50 =_____ACH 50 =_____Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.3.3
[FI27]1
Ducts are pressure tested to
determine air leakage with
either: Rough-in test: Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the system including
the manufacturer’s air handler
enclosure if installed at time of
test. Postconstruction test: Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer’s air
handler enclosure.
_____ cfm/100
ft2
_____ cfm/100
ft2
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement is
not applicable.
403.3.4
[FI4]1
Duct tightness test result of <=4
cfm/100 ft2 across the system or
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in
tests, verification may need to
occur during Framing Inspection.
_____ cfm/100
ft2
_____ cfm/100
ft2
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement is
not applicable.
403.3.2.1
[FI24]1
Air handler leakage designated
by manufacturer at <=2% of
design air flow.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.1.1
[FI9]2
Programmable thermostats
installed for control of primary
heating and cooling systems and
initially set by manufacturer to
code specifications.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.1.2
[FI10]2
Heat pump thermostat installed
on heat pumps.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.5.1
[FI11]2
Circulating service hot water
systems have automatic or
accessible manual controls.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 8 of 10
06/15/23Report date:
Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
403.6.1
[FI25]2
All mechanical ventilation system
fans not part of tested and listed
HVAC equipment meet efficacy
and air flow limits per Table
R403.6.1.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.2
[FI26]2
Hot water boilers supplying heat
through one- or two-pipe heating
systems have outdoor setback
control to lower boiler water
temperature based on outdoor
temperature.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.5.1.1
[FI28]2
Heated water circulation systems
have a circulation pump. The
system return pipe is a dedicated
return pipe or a cold water supply
pipe. Gravity and thermos-
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.5.1.2
[FI29]2
Electric heat trace systems
comply with IEEE 515.1 or UL
515. Controls automatically
adjust the energy input to the
heat tracing to maintain the
desired water temperature in the
piping.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.5.2
[FI30]2
Demand recirculation water
systems have controls that
manage operation of the pump
and limit the temperature of the
water entering the cold water
piping to <= 104ºF.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
403.5.4
[FI31]2
Drain water heat recovery units
tested in accordance with CSA
B55.1. Potable water-side
pressure loss of drain water heat
recovery units < 3 psi for
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
404.1
[FI6]1
90% or more of permanent
fixtures have high efficacy lamps.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
404.1.1
[FI23]3
Fuel gas lighting systems have
no continuous pilot light.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
401.3
[FI7]2
Compliance certificate posted.Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 9 of 10
06/15/23Report date:
Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
303.3
[FI18]3
Manufacturer manuals for
mechanical and water heating
systems have been provided.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: 2209-Browngardt
Data filename:Page 10 of 10
06/15/23Report date:
2018 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
21.00Above-Grade Wall
22.00Below-Grade Wall
0.00Floor
38.00Ceiling / Roof
_______Ductwork (unconditioned spaces):
Glass & Door Rating SHGCU-Factor
0.29Window
0.29Door
Heating & Cooling Equipment Efficiency
_______Heating System:_________________________
_______Cooling System:_________________________
_______Water Heater:___________________________
Name:Date:
Comments
Job Number: 597472
BROW NGARDT
Truss Label: T-4 36'6" Common
Ply: 1 I SEQN: 63146 / T91 COMN ♦ Maximum Reactions (Ibs)
Qty: 11 FROM: MK DRW: Gravity Non -Gravity
Wgt: 201.1 Ibs ! ... 03/10/2023 Loc R+ / R- ! Rh / Rw / U / RI.
8'8"8 -I- 9'6"8
C' 015X6(R)
12 04X4F
6 p W4
g3X6
_►2X4 D (a)
(a
w3 wy
3X6 C
3
- IE
S R
=3X4 mH0308 B2---O4X8
B 2057 !- /- 1649 /143 /21 )
N 2325 !- !- 1673 /103 /-
J'6" 8 I 8'8"8 - i
T 626 /- (- 1226 /80 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 2.9 (Truss)
N Brg Wid = 5.5 Min Req = 1.6 (Truss)
T Brg Wid = 4.5 Min Req = 1.5 (Truss)
Bearings B, N, & T are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
H $3xs
Chords Tens.Comp. Chords Tens. Comp.
k3X6
I
A- B 38 0 G- H 503 -1723
B - C 611 - 3217 H - I 338 - 946
J/l5X6(R)
C - D 611 -3052 I - J 324 -1066
(a)
D - E 578 -2729 J - K 179 -353
T3
E - F 592 - 2596 K - L 202 - 467
KIIIH043o3(45)
F-G 510-1739 L-M 38 0
M
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
P O C�3N T
=3X6 1114X6(R) If3x4
B - 5 2568 -451 P - O 1290 -167
i A9'9"4
176" -I- 12' I
AV'
Loading Criteria (psf)
g
Wind Criteria
Snow Criteria
Code / Misc Criteria
TCLL: 46.20
Wind Sid: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
TCDL: 7.00
Enclosure: Closed Risk CategoryENP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
BCDL: 10.00
Mean Height: 15.00 It
MWFRS Parallel Dist: 0 to h/2
CAT: II
FT/RT:0(0y0(0)
Des Ld:63.20
C&C Dist a: 3.65 it
Lu: - Cs: 1.00
Plate Type:
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: 1.15
WAVE, HS
Load Duration: 1.15
GCpi: 0.18
Spacin : 24 0 "
Wind Duration: 1.60
Lumber
Top chord: 2x4 SPF(S) 1650f-1.5E;
T3 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) 1650f-1.5E;
B2 2x4 SPF(S) #2; B3 2x4 SP 2850f-2.3E;
Webs: 2x4 SPF(S) Stud; W3,W4 2x4 SPF(S) #2;
Lt Slider: 2x6 SPF #1/#2; block length = 1.500'
Rt Slider: 2x6 SPF #1/#2; block length = 1.500,
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
Plates sized for a minimum of 2.40 sq.inJpiece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
S - R
2158 - 3D9 O - N
13
- 289
R - Q
2158 - 309 N - L
377
- 201
7"12
Q _ P
1290 -167
12' 11-{
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp. Webs
Tens. Comp.
D - S
196 - 393 Q - H
542
-109
S - F
471 -46 H - O
209
-1210
Defl/CSI Criteria
F - Q
296 -1220 O - J
1503
-134
PP Deflection in loc Udefl U#
G - Q
759 -197 N - J
388
-2227
VERT(LL): 0.207 S 999 240
Max TC CSI: 0.928
VERT(TL): 0.288 S 999 180
Max BC CSI: 0.937
HORZ(LL): -0.071 C - -
Max Web CSI: 0.953
HORZ(TL): 0.098 C
Creep Factor: 2.0
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 " Fax (315) 736-7740
r
TI7IJrCf. ' GS it, PnNrLS , STfifas-I
Job Number: 597472
BRO W NGARDT
Truss Label: T-3 36'6" Common
1113X1
T
8'8"8
I c'6
Ply: 1 SEQN: 63148 / T3 / COMN
City: 10 FROM: MK
Wgt: 208.6lbs Page 1 of 2
C' 1115MR1
9'5"4
j 17.9°4 j
�1, I 12'6° 12' I
I-
W6,.
Loading Criteria (psf)
Wind Criteria
Snow Criteria
Code / Misc Criteria
TCLL: 46.20
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
TCDL: 7.00
Enclosure: Closed Risk CategoryEXP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
BCDL: 10.00
Mean Height: 15.00 It
MWFRS Parallel Dist: 0 to h/2
CAT: II
FT/RT:O(0)/0(0)
Des Ld:63.20
C&C Dist a: 3.65 ft
Lu: - Cs: 1.00
Plate Type:
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: 1.15
WAVE, HS
Load Duration: 1.15
GCpi: 0.18
Spacing 24 0 "
Wind Duration: 1.60
Lumber
Top chord: 2x4 SPF(S) #2; T2,
T3 2x4 SPF(S) 1650f-1.5E;
Bot chord: 2x4 SPF(S) 92;
Webs: 2x4 SPF(S) #2; W1,W6 2x4 SPF(S) Stud;
Lt Slider: 2x6 SPF #1/#2; block length = 1.500'
Rt Slider: 2x6 SPF #1/#2; block length = 1.500'
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
DRW:
/ ... 03/10/2023
13X4
111012(E5)
•
12' - J
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.078 M 999 240
Max TC CSI: 1.000
VERT(TL): 0.116 M 999 180
Max BC CSI: 0.705
HORZ(LL): 0.032 C - -
Max Web CSI: 0.860
HORZ(TL): 0.045 C
Creep Factor: 2.0
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /R.
B 1069 1- /- /309 /99 /20
P 2933 /- /- /906 1124 !-
L 1066 J- /- /326 /89 (-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 2.1 (Truss)
P Brg Wid = 5.5 Min Req = 5.5 (Truss)
L Brg Wid = - Min Req = -
Bearings B & P are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 38 0 G- H 305 - 429
B - C 278 -1335 H - I 361 -1130
C - D 284 -1236 I - J 347 -1268
D - E 326 -1061 J - K 305 -1443
E - F 340 - 928 K - L 335 -1573
F-G 748 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R
1000 -191 O - N
595
- 59
R - Q
385 -159 N - M
595
- 59
Q - P
385 -159 M - L
1183
- 203
P-O
186 -471
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp. Webs
Tens. Comp.
D - R
215 - 532 G - O
1391
- 308
R - F
843 -127 O - H
353
-1315
F - P
352 -1369 H - M
809
-146
P - G
280 -1986 M - J
214
- 535
TnuW.LI-r ' WnLL P^NZ:LG _'TtSdC:
Job Number: 597472
BRO W NGARDT
Truss Label: T-3 36'6" Common
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong -Tie. Please refer to the most recent Simpson
Strong -Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=36'3" uses the following
support conditions: 36'3"
Bearing L (363", 9'1"2) LUS26
Supporting Member: (2)2x8 SP 2400f-2.0E
(4) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
Ply: 1 Si 63148 / T3 / COMN
City: 10 FROM: MK
Wgt: 208.6 Ibs Page 2 of 2
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
DRW
1 ... 03/1012023
S.R. SLOAN, Inc.
TRUSSES , WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736.7740
}
t ilt/iir�s " yWflt.L Pf�dcL� � NR���
Job Number: 597472
BRO W NGARDT
Truss Label: T-5 36'6" Common
Ply: 1 SEQN: 63120 / T10 / COMN
Qty: 9 FROM: MK DRW:
Wgt: 195.5lbs I Page 1 of 2 / ... 03/10/2023
8,8„8
N6"8
I 0'5"4
1'9"12
G= 5X6
04X4F
H� 4X4
12
6
W 4
'k3X6
I
co
3X6 E
o
2X4 D
2X4
T
(a)
(a)
T4
W3
W
K III6LZZ
� C
$ X6
3X6)
1116X12(AE5)
L
-- 1
O
P
O N
M
=3X4 =H0308
=5X7 =H0308
=3X4
366"
�
12'6"
12' I
12
Loading Criteria
(psf) Wind Criteria
Snow Criteria
Code! Misc Criteria
Defl/CSI Criteria
TCLL: 46.20
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
PP Deflection in Ioc L/de0 L!#
TCDL: 7.00
Enclosure: Closed Risk CategoryEKP: C
Pg; 60.0 Ct: 1.1
TPI Std: 2014
VERT(LL): 0.350 O 999 240
Max TC CSI: 0.967
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
VERT(TL): 0.484 O 905 180
Max BC CSI: 0.784
Mean Height: 15.00 ft
CAT: II
FT/RT:0(0)10(0)
HORZ(LL): 0.194 K - -
Max Web CSI: 0.700
BCDL: 10.00
MWFRS Parallel Dist: 0 to h/2
Lu: - Cs: 1.00
Plate Type:
HORZ(TL): 0.268 K
Creep Factor: 2.0
Des Ld:63.20
NCBCLL: 10.00
C&C Dist a: 3.65 ft
Soffit: 2.00 Loc. from endwall: Any
Snow Duration: 1.15 WAVE, HIS
Mfg Specified Camber:
Load Duration: 1.15
11
GCpi: 0.18
Wind Duration: 1.60
VIEW Ver: 22.02.00.0914.12
Spacing. 24.0
Lumber
Top chord: 2x4 SPF(S) 1650f-1.5E;
T1 2x4 SP 2850f-2.3E; T4 2x4 SPF(S) 2100f-1.BE;
Bot chord: 2x4 SPF(S) 1650f-1.5E;
Webs: 2x4 SPF(S) Stud; W3,W4 2x4 SPF(S) #2;
Lt Slider: 2x6 SPF #1/#2; block length = 1.500'
Rt Slider: 2x6 SPF #1/#2; block length = 1.500'
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ ! R- ! Rh 1 Rw 1 U / RI.
B 2451 /- /- 1774 /163 /20
L 2335 /- /- /732 /150 !-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 3.5 (Truss)
L Brg Wid = - Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 38 0 G- H 647 - 2633
B - C 749 -4000 H - 1 718 - 3347
C - D 734 - 3793 1 - J 704 - 3486
D - E 704 - 3478 J - K 734 - 3803
E - F 718 - 3345 K - L 771 - 4007
F - G 647 - 2633
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 3205 - 585 O - N 2848 - 438
Q - P 2845 - 457 N - M 2848 - 438
P - O 2845 - 457 M - L 3219 - 572
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-Q 186 -315 O -H 290 -1190
Q - F 386 - 34 H - M 393 - 34
F - O 289 -1187 M - J 187 - 327
G - O 1585 -323
v
T11)U SES I11ftLL PnNCL.r. " STnrl!;
Job Number: 597472
BRO W NGARDT
Truss Label: T-5 36'6" Common
Hangers ! Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong -Tie. Please refer to the most recent Simpson
Strong -Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has B5% plating coverage.
Bearing at location x=36'3" uses the following
support conditions: 36'3"
Bearing L (36'3", 9'1"2) HUS28
Supporting Member: (2)2x8 SP 2400f-2.OE
(22) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
Ply: 1 SEON: 63120 / T10 / COMN
City: 9 FROM: MK DRW:
Wgt: 195.5 Ibs Page 2 of 2 ... ! ... 03/10f2023
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 550, NEW HARTFORD, NY 13413
Office (800) 366-7562 " Fax (315) 736-7740
Job Number: 597472
BROW NGARDT
Truss Label: V7 5'6" 12 Valley
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL:10.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) 92;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
Ply: 1 SEQN: 631211 T19 / VAL
City: 1 FROM: MK DRW:
Wgt:18.2lbs / ... 03/10/2023
7" 7" _ )
�= - 2'2"6 2'2"6 --
12
6 B=4X4
2
A �X4(DCR)
E
,2X4(NR) D ,2X4
66" 12
Wind Criteria
Snow Criteria
Code / Misc Criteria
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
Enclosure: Closed Risk CategoryEKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
Mean Height: 15.00 It
CAT: II
FT/RT:O(0)/0(0)
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Lu: - Cs: 1.00
Plate Type:
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based
on both gable and hip roof types.
Plating Notes
Plates sized for a minimum of 2.40 sq.inJpiece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
DefUCSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.010 A 999 240
VERT(TL): 0.014 A 999 180
HORZ(LL): -0.004 C - -
HORZ(TL): 0.006 C
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
Max TC CSI: 0.181
Max BC CSI: 0.137
Max Web CSI: 0.082
Creep Factor: 2.0
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
♦ Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RI
E" 128 /- !- /33 /3 A
Wind reactions based on MWFRS
E Brg Wid = 66.8 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 191 -52 B-C 191 -58
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-D 98 -123 D -C 98 -123
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-D 170 -319
Ti1tJ FCr. • WnLL FnMrt..S rTfM.
Job Number: 597472
BROW NGARDT
Truss Label: V4 4'6"12 Valley
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL: 10.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
Ply: 1 SEQN: 63122 ! T16! VAL ♦ Maximum Reactions (Ibs), or'=PLF
Qty: 1 FROM: MK DRW: Gravity Non -Gravity
Wgt: 14.0 Ibs / ... 03110/2023 Loc R+ ! R- / Rh ! Rw / U / RI.
E` 128 /- !- /32 /2 /3
7" 7" Wind reactions based on MWFRS
1- - I E Brg Wid = 54.8 Min Req
1'8"6 = -
I - I � I 1'8"6 I Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 127 -24 B -C 127 -29
12
6 Maximum Bot Chord Forces Per Ply (Ibs)
B=4X4 Chords Tens.Comp. Chords Tens. Comp.
T A - D 63 - 75 D - C 63 - 75
A X4(D8R �2X4(DC )
� Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - D 115 - 224
E
D 1112X4
4'6" 12
Wind Criteria
Snow Criteria
Code / Misc Criteria
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
Enclosure: Closed Risk CategoryEKP: C
Pg; 60.0 Ct: 1.1
TPI Std: 2014
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
Mean Height: 15.00It
CAT: 11
FT1RT:0(Ou0(0)
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based
on both gable and
hip roof types.
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
Defl/CSI Criteria
PP Deflection in loc Udef1 U#
VERT(LL): 0.005 A 999 240
VERT(TL): 0.007 A 999 180
HORZ(LL): -0.002 C - -
HORZ(TL): 0.003 C
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
Max TC CSI: 0.105
Max BC CSI: 0.083
Max Web CSI: 0.057
Creep Factor: 2.0
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
T1h
Tt"II =Es * $Y'ft4 PhDiLL-1 . SIT1igT":
Job Number: 597472
BROW NGARDT
Truss Label: VI 16'6"12 Valley
i
1
Ply: 1
Qty: 1
Wgt: 60.2 Ibs
7'8"6
C= 4X4
12
6 p
1112X4 13
SEQN: 63124 / T13 / VAL
FROM: MK
7'8"6
DRW:
! ... 03/10/2023
♦ Maximum Reactions (Ibs), or *=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /R
J* 128 /- /- /35 /7 /5
Wind reactions based on MWFRS
J Brg Wid = 198 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 230 -51 C-D 216 -59
B - C 216 - 60 D - E 230 - 50
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
D 1112X4 A-1 74 -92 G-F 82 -110
I-H 83 -110 F-E 74 92
H-G 82 - 11 0
A �2X4(D8R)
���� I II247C4 3X4H 1112X4//4 III X2 4
�2X4(D8R)
16'6"12
p :
7,6„12
Loading Criteria (psf)
Wind Criteria
Snow Criteria
Code / Misc Criteria
TCLL: 46.20
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
TCDL: 7.00
Enclosure: Closed Risk CategoryENP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
BCDL: 10.00
Mean Height: 15.00 It
CAT: II
FT/RT:O(0)/0(0)
Des Ld:63.20
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
Load Duration: 1.15
GCpi: 0.18
S ac'n 24 0 "
Wind Duration: 1.60
� g
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
J.
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.025 A 999 240
Max TC CSI: 0.736
VERT(TL): 0.035 A 999 180
Max BC CSI: 0.195
HORZ(LL): -0.008 E - -
Max Web CSI: 0.189
HORZ(TL): 0.011 E
Creep Factor: 2.0
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 * Fax (315) 736-7740
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - I 241 - 698 F - D 242 - 698
C - G 72 - 453
TnLI1-aC1_ " tHnLL PftfwCL!7 aT'f WM
Job Number: 597472
BROWNGARDT
Truss Label: T-2 21' Common
Ply: 1 SEQN: 63150 / T41 COMN
Qty: 1 FROM: MK
W gt: 109.2 Ibs
1 10'6" 1 10'6"
E=5X6
=4A4 =_JA4 =4A4
t 21'
�— 1' + 106
- 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria
Code / Misc Criteria
TCLL: 46.20
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
TCDL: 7.00
Enclosure: Closed Risk CategoryEKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
BCDL: 10.00
Mean Height: 15.00 It
CAT: II
FT/RT:0(0)/0(0)
Des Ld:63.20
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
Load Duration: 1.15
GCpi: 0.18
SP acin9: 24 0 "
Wind Duration: 1.60
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) 1650f-1.5E;
Webs: 2x4 SPF(S) Stud;
Lt Slider: 2x6 SPF #1/#2; block length = 1.500'
Rt Slider: 2x6 SPF #11#2; block length = 1.500'
Plating Notes
Plates sized for a minimum of 2.40 sq.inJpiece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
DRW:
... / ... 03/10/2023
2(E5)
10'6" I - 1' -{
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.139 J 999 240
Max TC CSI: 0.940
VERT(TL): 0.199 J 999 180
Max BC CSI: 0.446
HORZ(LL): 0.069 G - -
Max Web CSI: 0.414
HORZ(TL): 0.099 G
Creep Factor: 2.0
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RI
B 1593 /- /- /454 /98 /12 i
M 1593 1- I- /454 /98 !-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 2.3 (Truss)
M Brg Wid = 5.5 Min Req = 2.3 (Truss)
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 38 0 E- F 430 -1908
B - C 405 - 2296 F - G 407 - 2188
C - D 408 - 2188 G - H 404 - 2296
D - E 430 -1908 H -1 38 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 1823 - 291 K - J 1208 -145
L - K 1208 -145 J - H 1823 - 271
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - L 200 - 639 E - J 756 -114
L - E 756 -114 J - F 200 - 639
Tlttinscs • WnLIL PnXEL- . Tnin
Job Number: 597472
BRO W NGARDT
Truss Label: T-1 18' Common
io
'n
12
6 p
'k2X4 C
3X4 B
1114X12(E5)A
0'
Ply: 1 SEQN: 63128 / T1 / COMN
City: 1 FROM: MK DRW:
Wgt:88.2lbs / ... 03/10/2023
D=4X6
III
H
=5X7
18,
Loading Criteria (psf)
Wind Criteria
Snow Criteria
Code / Misc Criteria
TCLL: 46.20
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
TCDL: 7.00
Enclosure: Closed Risk CategoryEKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
BCDL: 10.00
Mean Height: 15.00 it
CAT: II
FT/RT:0(Oy0(0)
Des Ld:63.20
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
Load Duration: 1.15
GCpi: 0.18
SP acin : 24 0'
Wind Duration: 1.60
9
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
Lt Slider: 2x6 SPF #1/#2; block length = 1.500'
Rt Slider: 2x6 SPF #1/#2; block length = 1.500'
Plating Notes
Plates sized for a minimum of 2.40 sq.in.lpiece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
V
E g2X4
F z 3X4
\G 1114X12(E5)
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.100 H 999 240
Max TC CSI: 0.672
VERT(TL): 0.141 C 999 180
Max BC CSI: 0.744
HORZ(LL): 0.053 F - -
Max Web CSI: 0.456
HORZ(TL): 0.075 F
Creep Factor: 2.0
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ ! R- / Rh / Rw / U / R-.
A 1292 /- !- 1354 /73 /90
1 1292 !- !- 1354 /73 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req = 2.6 (Truss)
I Brg Wid = 5.5 Min Req = 2.6 (Truss)
Bearings A & I are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-13 436-2010 D-E 341 -1313
B-C 413-1861 E -F 412 -1861
C - D 341 -1313 F - G 435 - 2010
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - H 1549 - 321 H - G 1549 - 302
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 203 - 622 H - E 203 - 622
D - H 522 - 93
71
s'A. ,
Tnu=rs, ' 'irrniL PnNCL-, .::T rnr
Job Number: 597472 Ply: 1 SEQN: 63129 / T18 / VAL ♦ Maximum Reactions (Ibs), or *=PLF
BROWNGARDT Qty: 1 FROM: MK DRW: Gravity Non -Gravity
Truss Label: V6 9'6"12 Valley Wgt: 30.6 Ibs / ... 03/10/2023 Loc R+ / R- 1 Rh 1 Rw 1 U / R
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL:10.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
7" 4 2 6 I 4'2„ 6 _17., I
I
12 B=4X4
6
�2MID18R)
A
2X4(D8R) D 1112X4
9'6" 12
Wind Criteria
Snow Criteria
Code / Misc Criteria
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
Enclosure: Closed Risk CategoryEMP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
Mean Height: 15.00 It
CAT: II
FT/RT:0(0y0(0)
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Lu: - Cs: 1.00
Plate Type:
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
DefI1CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.059 A 999 240
VERT(TL): 0.083 A 999 180
HORZ(LL): -0.023 C - -
HORZ(TL): 0.032 C
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
Max TC CSI: 0.702
Max BC CSI: 0.426
Max Web CSI: 0.217
Creep Factor: 2.0
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 * Fax (315) 736-7740
E* 128 /- I- 134 /5 A
Wind reactions based on MWFRS
E Brg Wid = 114 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 547 -183 B - C 547 -187
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - D 235 - 412 D - C 235 - 412
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - D 346 - 793
Tnu!CuC--, wnt,3. Pnim—, " iTfi-
Job Number: 597472
BROWNGARDT
Truss Label: V3 8'6" 12 Valley
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL: 10.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
T
�_ == 3'8"6
12
6
A
Ply: 1 SEQN: 63130 / T15 / VAL
City: 1 FROM: MK
Wgt: 29.4 Ibs
3'8"6
B = 4X4
o2X4(D8R) D 1112X4
8'6" 12
Wind Criteria
Snow Criteria
Code ! Misc Criteria
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
Enclosure: Closed Risk CategoryEHP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
Mean Height: 16.00 ft
CAT: 11
FT/RT:O(0)10(0)
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
♦ Maximum Reactions (Ibs), or `=PLF
DRW: Gravity Non -Gravity
/ ... 03110/2023 Lac R+ / R- / Rh / Rw / U / R .
E` 128 1- 1- /34 15 /4
711 _I in reactions
02 based Min RegFRS
E B g
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 443 -149 B - C 443 -153
\2X4( CR)
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.041 C 999 240
VERT(TL): 0.058 C 999 180
HORZ(LL): -0.016 C - -
HORZ(TL): 0.023 C
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
Max TC CSI: 0.536
Max BC CSI: 0.342
Max Web CSI: 0.176
Creep Factor: 2.0
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - D 201 - 325 D - C 201 - 325
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - D 305 - 660
Tf1urmr,j wnu PnNELr G'TfUn—_
Job Number: 597472 Ply: 1 I SEQN: 63132 ! T8 / GABL ♦ Maximum Reactions (Ibs), or *=PLF
BROWNGARDT Qty: 2 FROM: MK DRW: Gravity Non -Gravity
Truss Label: GE3 366" Gable Wgt: 252.0 Ibs ! ... 03/10/2023 Loc R+ ! R- 1 Rh / Rw / U / R .
AQ 528 !- /- /216 /111 /432
AQ*238 !- !- 178 /38 !-
114"11 V10"5 -(-- 9VA I 8'912 •j W* 262 /- /- 173 /15 !-
Wind reactions based on MWFRS
AQ Brg Wid = 5.5 Min Req = 1.5 (Truss)
L=5x6 AQ Brg Wid = 210 Min Req = -
M
W Brg Wid = 222 Min Req = -
Bearings AQ, AQ, & AG are a rigid
c� �N surface.
I /- �0 Maximum Top Chord Forces Per Ply (Ibs)
12 03X6 `
6 G - P %3X6 Chords Tens.Comp. Chords Tens. Comp.
M9 M9
F F (a) O R A-B 107 -1 L-M 798 -135
E I(a) s B-C 219 -245 M-N 706 -107
C-D 198 -191 N-0 614 -114
fD M10 T D-E 275 -181 O-P 526 -108
0 M8 M6 u E - F 363 -157 P - Q 437 120
I114x6 B v I03x4 F - G 451 -135 Q - R 426 -130
r A G- H 533 -113 R- S 349 -152
/r/
-- 1 -175
AQ' AP AO AN AM AKAJ /Al AH AG /AF AE ADAC AB AA Z Y X I9 X4 4 w H JI 627 -128 T - U 196 -191
=3X6 =3x6 J - K 719 -120 U - V 219 - 237
K-L 811 -149
f 176^L' j 1s'6 i Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
11'6" 12' - 13'
AQ-AP 224 -207 AG-AF 215 -204
AP -AO 219 -204 AF-AE 214 -203
1S'6" AO -AN 218 -204 AE-AD 214 -202
AN -AM 217 -204 AD -AC 214 -202
Loading Criteria (psf) Wind Criteria Snow Criteria Code! Misc Criteria DefI1CSl Criteria AM -AL 216 -204 AC -AB 213 -201
TCLL: 46.20 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc Udefl U# AL -AK 216 -204 AB -AA 212 -200
TCDL: 7.00 Enclosure: Closed Risk CategoryEHP: C Pg: 60.0 Ct: 1.1 TPI Std: 2014 VERT(LL): 0.009 M 999 240 Max TC CSI: 0.324 AK-AJ 21-204 AA- Z 212 -19
TCDL: 4.2 psf BCDL: 5.0 psf A -A 2155 -204 Z - Y 211 -197
BCLL: 0.00 Pf: 46.2 Ce: 1.0 Rep Factors Used: Varies by I .iVE�e€TL): 0.016 B 999 180 Max BC CSI: 0.153 AI-AH 215 -204 Y - X 211 -1955
BCDL: 10.00 Mean Height: 15.00 It CAT: II FT/RT:0(0y0(0) HORZ(LL): 0.077 B - - Max Web CSI: 0.798 AH-AG 215 -204 X - W 207 -190
MWFRS Parallel Dist: 0 to h/2
Des Ld:63.20 C&C Dist a: 3.65 It Lu: - Cs: 1.00 Plate Type: HORZ(TL): 0.122 B Creep Factor: 2.0
NCBCLL: 10.00 Soffit: 2.00 Loc. from endwall: Any Snow Duration: 1.15 WAVE Mfg Specified Camber: Maximum Gable Forces Per Ply (Ibs)
Load Duration: 1.15 GCpi: 0.18 Gables Tens.Comp. Gables Tens. Comp.
Spacing: 24.0 " Wind Duration: 1.60 VIEW Ver: 22.02.00.0914.12 AQ- B 195 -522 AF- M 269 -655
Lumber Loading Wind C-AP 197 -421 AE-N 195 -572
Top chord: 2x4 SPF(S) #2; Truss designed to support 2-0-0 top chord outlookers Wind loads based on MWFRS with additional C&C D -AO 162 -442 AC- O 162 - 561
Bot chord: 2x4 SPF(S) #2; and cladding load not to exceed 2.00 PSF one face and member design. E -AN 166 -445 AB- P 165 -467
Webs: 2x4 SPF(S) Stud; M8,M9,M10 2x4 SPF(S) #2; 24.0" span opposite face. Top chord must not be cut or End verticals exposed to wind pressure. Deflection meets F -AM 163 -449 AA- R 164 -450
notched, unless specified otherwise. U180. G -AL 165 -467 Z - S 165 -447
Bracing Bottom chord checked for 10.00 psf non -concurrent live I -AJ 163 -563 Y - T 160 -426
Wind loading based on both gable and hip roof types.
(a) Continuous lateral restraint equally spaced on load. J -Al 194 -571 X - U 202 -499
member. Truss designed for unbalanced snow loads. K -AH 269 -655 V - W 103 -224
Fasten rated sheathing to one face of this frame. L -AG 0 -566
Additional Notes
Plating Notes See DWGS Al1515ENC160118, GBLLETIN0118, &
All plates are 2X4 except as noted. GABRST160118 for gable wind bracing and other
Plates sized for a minimum of 2.40 sq.in.lpiece. requirements.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc. S.R. SLOAN, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust TRUSSES . WALL PANELS STAIRS't!
materials and design at the time of production. The structural integrity will not be PO BOX 560, NEW HARTFORD, NY 13413 �)` °' • ("` ' ` `�'`
7tilJ' WnLL irinmEll-1- ' _-TnHL.
compromised. Sealed drawings will be furnished, upon request. Office (800) 366-7562 *Fax (315) 736-7740 „..., _ ,_ ,,,...�.....�.._y.�,..�_.....�.r.,
Job Number: 597472
BRO W NGARDT
Truss Label: GE2 21' Gable
Ply: 1 SEQN: 63134 / T5 / GABL
Qty: 1 FROM: MK DRW:
W gt: 120.4 Ibs
10'6" 1 10'6"
G=4X4
f
12 E
6
D
ih
iD
C
B
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL:10.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
F- 1' _I -
Ty a f3 f /
IN
W V U T S=5X6 R Q P O 1113X6
/ ... 03/10/2023
21'
10'6" 1
♦ Maximum Reactions (Ibs), or *=PLF
Gravity Non -Gravity
Loc R+ / R- 1 Rh / Rw / U / R!'.
X 554 /- /- /145 /91 127 i
N* 233 /- /- /53 /25 /-
Wind reactions based on MWFRS
X Brg Wid = 5.5 Min Req = 1.5 (Truss)
N Brg Wid = 246 Min Req = -
Bearings X & X are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 107 -1 G-H 518 -168
B-C 165 -189 H-1 422 -143
C - D 250 -150 I - J 334 -156
D - E 337 -156 J - K 247 -150
E-F 425 -143 K-L 161 -189
F-G 521 -168 L-M 107 -1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
X-W 146 -136 S-R 141 -134
t W-V 142 -134 R-Q 140 -133
V-U 142 -134 Q-P 139 -131
U -T 141 -134 P-O 138 -130
T-S 141 -134 O-N 136 -125
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
X - B 240 - 547 R - H 266 - 639
10'6" 1' -{ C - W 191 - 469 Q - 1 170 - 551
Wind Criteria
Snow Criteria
Code / Misc Criteria
Defl/CSI Criteria
Wind Std: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
PP Deflection in loc Udefl L!#
Enclosure: Closed Risk CategoryEiKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
VERT(LL): -0.006 B 999 240
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Varies
by AIEWOTL): 0.012 B 999 180
Mean Height: 15.00 It
CAT: II
FT/RT:0(0y0(0)
HORZ(LL): 0.051 L
MWFRS Parallel Dist: 0 to h!2
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
Y
HORZ(TL): 0.078 L - -
Loc, from endwall: Any
Snow Duration: 1.15
WAVE
Mfg Specified Camber:
GCpi: 0.18
Wind Duration: 1.60
VIEW Ver 22.02.00.0914.12
Bracing
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Plates sized for a minimum of 2.40 sq.in./piece
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 2.00 PSF one face and
24.0" span opposite face. Top chord must not be cut or
notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads
Additional Notes
See DWGS Al1515ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
D - V
165 - 540 P - J 165 - 540
E - U
170 - 551 O - K 190 - 469
F - T
266 - 639 L - N 238 - 547
G-S
0 -363
Max TC CSI: 0.324
Max BC CSI: 0.097
Max Web CSI: 0.410
Creep Factor: 2.0
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals exposed to wind pressure. Deflection meets
U180.
Wind loading based on both gable and hip roof types.
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 * Fax (315) 736-7740
Tf?11-L1_ WnIL i pmrLS . -'Tf fnl-
Job Number: 597472 Ply: 1 SEQN: 63136 / T2 ! GABL ♦ Maximum Reactions (Ibs), or'=PLF
BROWNGARDT Qty: 1 FROM: MK DRW: Gravity Non -Gravity
Truss Label: GE1 18' Gable Wgt: 93.8 Ibs / ... 03/10/2023 Loc R+ ! R- ! Rh ! Rw / U I R
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL:10.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
1 9' 1 9'
F=4X4
E GG12
6 F-,- D I\ H
T S R Q P O N M III
=3X4
1 18,
10,
U 601 /- /- 1132 1101 124 i
L' 230 /- /- /51 /24 /-
i
Wind reactions based on MWFRS
U Brg Wid = 5.5 Min Req = 1.5 (Truss)
L Brg Wid = 210 Min Req = -
Bearings U & U are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 107 -1 F-G 500 -181
B-C 192 -219 G-H 393 -155
C - D 304 -187 H -1 302 -187
D - E 395 -155 I - J 189 - 219
E-F 503 -181 J-K 107 -1
Maximum Bot Chord Forces Per Ply (Ibs)
J Chords Tens.Comp. Chords Tens. Comp.
\K U-T 1-1P-O 125 -118
T-S 129 29 -118 18 O-N 125 -117
S-R 127 - 11 9 N-M 125 -115
SX6 R-Q 125 -118 M-L 125 -112
Q-P 125 -118
-1
Wind Criteria
Snow Criteria
Code / Misc Criteria
DefI/CSI Criteria
Wind Sid: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
PP Deflection in loc Udefl U#
Enclosure: Closed Risk CategoryEKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
VERT(LL): -0.005 B 999 240
Max TC CSI: 0.324
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Varies
by I WERT4TL): 0.011 B 999 180
Max BC CSI: 0.107
Mean Height: 00 It
CAT: II
FT1RT:O(0y0(0)
HORZ(LL): 0.047 J - -
Max Web CSI: 0.313
MWFRS Parallellet Dist: 0 to h!2
Di
C&C Dist a: 3.00 ft
Lu: - Cs: 1.00
Plate Type:
HORZ(TL): 0.072 J - -
Creep Factor: 2.0
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
Mfg Specified Camber:
GCpi: 0.18
Wind Duration: 1.60
VIFW Ver 22-02.00.0914.12
Bracing
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Truss designed to support 2-M top chord outlookers
and cladding load not to exceed 2.00 PSF one face and
24.0" span opposite face. Top chord must not be cut or
notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads
Additional Notes
See DWGS At 1515ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc, reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals exposed to wind pressure. Deflection meets
U180.
Wind loading based on both gable and hip roof types.
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
Maximum Gable Forces Per Ply (Ibs)
Gables
Tens.Comp. Gables
Tens. Comp.
U - B
286 - 593 O - G
274
- 642
C - T
248 - 667 N - H
174
- 510
D - S
174 - 510 M - 1
247
- 667
E - R
274 - 642 J - L
285
- 593
F - P
0 - 342
q _
Tf U=U ` W"LL. PnYrLW, " STI'IRiS
Job Number: 597472 Ply: 1 SEQN: 63137 / T17 / VAL ♦ Maximum Reactions (Ibs), or .=PLF
BROWNGARDT Qty: 1 FROM: MK DRW: Gravity Non -Gravity
Truss Label: V5 13'6"12 Valley Wgt: 46.2 Ibs ! ... 03110/2023 Loc R+ ! R- I Rh / Rw 1 U / R'
6'2"6
12
6
1112X4 B
m
A
O
o2X4(D8R) H 1112X4
C=4X4
E
G 1112X4
13'6"12
Loading Criteria (psf)
Wind Criteria
Snow Criteria
Code / Misc Criteria
TCLL: 46.20
Wind Sid: ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
TCDL: 7.00
Enclosure: Closed Risk CategoryEKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
BCLL: 0.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
Rep Factors Used: Yes
BCDL: 10.00
Mean Height: 15.00 It
CAT: II
FT/RT:0(0)/0(0)
Des Ld:63.20
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Lu: - Cs: 1.00
Plate Type:
NCBCLL: 10.00 Soffit: 2.00
Loc. from endwall: Any
Snow Duration: 1.15
WAVE
Load Duration: 1.15
GCpi: 0.18
S 24 0 °
Wind Duration: 1.60
pacing.
Lumber
Top chord: 2x4 SPF(S) #2;
Bot chord: 2x4 SPF(S) #2;
Webs: 2x4 SPF(S) Stud;
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
6'2"6
F 1112X4
?X4(D8R)
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.002 A 999 240
Max TC CSI: 0.500
VERT(TL): 0.003 A 999 180
Max BC CSI: 0.106
HORZ(LL):-0.001 A - -
Max Web CSI: 0.161
HORZ(TL): 0.001 A
Creep Factor: 2.0
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 . Fax (315) 736-7740
1' 128 /- /- /35 /6 /5
Wind reactions based on MWFRS
I Brg Wid = 162 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 74 -31 C-D 103 -172
B-C 103 -172 D-E 74 -46
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-H 47 -14 G -F 38 -21
H-G 38 -21 F-E 47 -20
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - H 241 - 630 F - D 241 - 630
C - G 73 - 347
Job Number: 597472
BROW NGARDT
Truss Label: V2 176"12 Valley
�7„- I _ 5'8„6 .
12
6
1112X4 B
A
�� -- �2X4(D8�
Ply: 1 I SEQN: 63138 / T14 / VAL
FROM' DRW:
QH� 1 / ... 0311012023
Wgt: 44.8 Ibs
C= 4X4
0
G 1112X4
12'6"12
5'8"6
+T,
- -
Snow Criteria
Code I Misc Criteria
Loading Criteria (psf)
Wind Criteria
ASCE 7-16 Speed: 115 mph
(Pg,Pf in PSF)
Bldg Code: IRC 2018
9
TCLL: 46.20
Wind Std:
Enclosure: Closed Risk CategoryEKP: C
Pg: 60.0 Ct: 1.1
TPI Std: 2014
Rep Factors Used: Yes
TCDL: 7.00
TCDL: 4.2 psf BCDL: 5.0 psf
Pf: 46.2 Ce: 1.0
FT/RT:0(0)/0(D)
BCLL: 0.00
Mean Height: 15.00 It
CAT: II
BCDL: 10.00
MWFRS Parallel Dist: 0 to h12
Lu: - Cs: 1.00
Plate Type:
Des Ld:63.20
C&C Dist a: 3.00 It
Snow Duration: 1.15
WAVE
NCBCLL: 10.00 Soffit: 2.00
Loc. from epndw0al8 Any
Load Duration: 1.15
GC
Wind Duration: 18
Spacing: 24.0 "
Wind
Lumber
Wind loads based
on MWFRS with additional C&C
Top chord: 2x4 SPF(S) #2;
member design.
Bot chord: 2x4 SPF(S) #2;
Wind loading based on both gable and hip roof types.
Webs: 2x4 SPF(S) Stud;
Plating Notes
Plates sized for a minimum of 2.40 sq.inlpiece.
Loading
Bottom chord checked for 10.00 psf non -concurrent live
load.
Truss designed for unbalanced snow loads.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
it represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
D � 1112X4
�2X4(D8R)
F 1112X4
DeflICS1 Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.002 C 999 240
VERT(TL): 0.002 C 999 180
HORZ(LL): -0.001 A - -
HORZ(TL): 0.002 A
Mfg Specified Camber:
VIEW Ver: 22.02.00.0914.12
♦ Maximum Reactions (Ibs), or Non Gravity
Gravity
Loc R+ / R- I Rh / Rw / U / RI .
1" 128 /- 1- 139 ! /6
Wind reactions based on MWFRS
I Brg Wid = 150 Min Req =
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens -Comp. Chords Tens. Comp.
A - B 43 - 32 C - D 99 -193
B-C 97 -193 D-E 54 -32
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-H 78 -1 G-F 33 -9
H-G 33 -g F-E 78 6
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - H 250 - 632 F - D 250 - 632
C - G 78 - 328
Max TC CSI: 0.500
Max BC CSI: 0.109
Max Web CSI: 0.161
Creep Factor: 2.0
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 . Fax (315) 736-7740
1 1 i.; 7l1t1"�^C!.' t1ff1LL pQt7tiittr �Tritf't
Job Number: 597472
BROW NGARDT
Truss Label: TG-2 2 PLY Girder
Ply: 2 SEQN: 63158 / T20 / COMN
Qty: 1 FROM: MK
W gt: 133.0 Ibs
1 10'6" 1
12
6
04X6
B
D
L III XB =6X6 1117X6(R)
21
iE
12'
10'6"
DRW:
! ... 03/10/2023
E 1k4X6
H
1114XB
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U J RI
L 6275 1- l- 1- 1547 /-
M 6845 !- f- /- 1593 J-
Wind reactions based on MWFRS
L Brg Wid = 5.5 Min Req = 2.6 (Truss)
M Brg Wid = 5.5 Min Req = 2.8 (Truss)
Bearings L & M are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 435 - 4945 D - E 322 - 3661
B - C 429 - 4909 E - F 432 - 4946
C - D 322 - 3661 F - G 438 - 4982
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A - K 4330 - 375 1- H
4303 - 374
F13X4(E3)
K-J 4271 -371 H -G
4378 -379
J - 1 4271 -371
n1115X12(E3)
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
M
K - C 1064 - 66 I - E
112 -1271
C -1 109 -1233 E - H
1100 - 69
D -1 2924 -229
Loading Criteria (psf) Wind Criteria
Snow Criteria Code / Misc Criteria
DefI1CSI Criteria
TCLL: 46.20 Wind Std: ASCE 7-16
Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018
PP Deflection in loc Udefl L/#
TCDL: 7.00 Enclosure: Closed Risk CategoryEHP: C Pg: 60.0 Ct: 1.1 TPI Std: 2014
VERT(LL): 0.199 1 999 240 Max TC CSI: 0.880
BCLL: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Pf: 46.2 Ce: 1.0 Rep Factors Used: Varies
by
.(YERT@TL): 0.268 1 939 180 Max BC CSI: 0.425
BCDL: 10.00 Mean Height: 15.00 ft
CAT: II FT/RT:0(Oy0(0)
HORZ(LL): 0.043 C - - Max Web CSI: 0.922
MWFRS Parallel Dist: 0 to h/2
Des Ld:63.20 C&C Dist a: 3.00 ft Lu: - Cs: 1.00 Plate Type:
HORZ(TL): 0.057 C Creep Factor: 2.0
NCBCLL: 0.00 Soffit: 2.00 Loc. from endwall: Any
Snow Duration: 1.15 WAVE
Mfg Specified Camber:
Load Duration: 1.15 GCpi: 0.18
Spacing: 24.0" Wind Duration: 1.60
VIEW Ver: 22.02.00.0914.12
Lumber
Special Loads
Blocking
Top chord: 2x4 SPF(S) #2;
---(Lumber Dur.Fac.=1.151 Plate Dur.Fac.=1.15)
Apply additional nailing over the following bearings
Bot chord: 2x8 SP 2400f-2.OE;
TC: From 108 plf at 0.00 to 108 plf at 21.00
with fasteners at 4" oc both perpendicular and
Webs: 2x4 SPF(S) Stud; W3 2x4 SPF(S) #2;
BC: From 10 pIf at 0.00 to 10 pit at 21.00
parallel to grain. In lieu of additional nailing,
Lt Slider: 2x4 SPF(S) Stud; block length = 1,500'
BC: 1064 lb Conc. Load at 2.06, 4.06, 6.06, 8.06
apply blocking reinforcement to
Rt Slider: 2x4 SPF(S) Stud; block length = 1.500'
10.06,12.06,14.06,16.06,18.06,20.06
prevent buckling of members over the bearings:
Bearing 1 located at 0.0' (blocking >= 3.50" if used)
Nailnote
Plating Notes
Bearing 2 located at 20.5' (blocking >= 3.50" if used)
Nail Schedule:0.128"x3.25", min. nails
Plates sized for a minimum of 2.40 sq.in./piece.
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)
Wind
Webs : 1 Row @ 4" o.c.
Wind loads and reactions based on MWFRS.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc. S.R. SLOAN, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust TRUSSES . WALL PANELS . STAIRS
materials and design at the time of production. The structural integrity will not be PO BOX 560, NEW HARTFORD, NY 13413
compromised. Sealed drawings will be furnished, upon request. Office (800) 366-7562 * Fax (315) 736-7740
TnIUT*:t C " WVILL P.TINILLS * tiTnIlPt
Job Number: 597472 Ply: 2 I SEQN: 63156 / T7 / COMN
BROWNGARDT Qty: 1 FROM: MK DRW:
Truss Label: TG-1 2 PLY Girder Wgt: 123.2 Ibs / ... 03/10/2023
I
t �
Loading Criteria (psf)
TCLL: 46.20
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld:63.20
NCBCLL:0.00 Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Lumber
Top chord: 2x4 SPF(S) 2100f-1.8E;
Bot chord: 2x8 SP 2400f-2.OE;
Webs: 2x4 SPF(S) Stud; W2 2x4 SPF(S) 1650f-1.5E;
Lt Slider: 2x8 SP 2400f-2.OE; block length = 2.167'
Rt Slider: 2x8 SP 2400f-2.0E; block length = 2.167'
Nailnote
Nail Schedule:0.128"x3.25", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 3 Rows @ 3.75" o.c. (Each Row)
Webs : 1 Row @ 4" O.C.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
D-_7X8
IIIbA izkm) =nvo iu ni on iyry
1,0,
Wind Criteria
Wind Std: ASCE 7-16 Speed: 115 mph
Enclosure: Closed Risk CategoryENP: C
TCDL: 4.2 psf BCDL: 5.0 psf
Mean Height: 15.00 ft
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
18,
61
A
)(E3)
113X12(E3)
Snow Criteria
Code / Misc Criteria
Defl/CSI Criteria
(Pg,Pf in PSF)
Bldg Code: IRC 2D18
PP Deflection in loc Udefl U#
Pg: 60.0 Ct: 1.1
TPI Std: 2014
VERT(LL): 0.191 J 999 240
Max TIC CSI: 0.817
Pf: 46.2 Ce: 1.0
Rep Factors Used: Varies
by I_dr6W4TL): 0.259 J 834 180
Max BC CSI: 0.792
CAT: II
FT/RT:0(0)/0(0)
HORZ(LL): 0.054 C - -
Max Web CSI: 0.622
Lu: - Cs: 1.00
Plate Type:
HORZ(TL): 0.073 C
Creep Factor: 2.0
Snow Duration: 1.15
WAVE, HS
Mfg Specified Camber:
Special Loads
----(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 108 pIf at 0.00 to 108 plf at 18.00
BC: From 10 pIf at 0.00 to 10 pit at 18.00
BC: 2335 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94
Plating Notes
Plates sized for a minimum of 2.40 sq.in./piece.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
This is a preliminary drawing the can be used only for trusses fabricated By S.R. Sloan, Inc.
It represents loading, span and pitch. S. R. Sloan, Inc. reserves the right to adjust
materials and design at the time of production. The structural integrity will not be
compromised. Sealed drawings will be furnished, upon request.
VIEW Ver: 22.02.00.0914.12
Blocking
Apply additional nailing over the following bearings
with fasteners at 4" oc both perpendicular and
parallel to grain. In lieu of additional nailing,
apply blocking reinforcement to
prevent buckling of members over the bearings:
Bearing 1 located at 0.0' (blocking >= 3.50" if used)
Bearing 2 located at 17.5' (blocking >= 3.50" if used)
S.R. SLOAN, Inc.
TRUSSES . WALL PANELS . STAIRS
PO BOX 560, NEW HARTFORD, NY 13413
Office (800) 366-7562 ' Fax (315) 736-7740
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /R
K 10469 /- /- !- /728 !-
L 10339 /- !- /- /720 !-
Wind reactions based on MWFRS
K Brg Wid = 5.5 Min Req = 4.3 (Truss)
L Brg Wid = 5.5 Min Req = 4.3 (Truss)
Bearings K & L are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 556 -7868 D - E 534 -7747
B - C 547 - 7818 E - F 546 -7808
C - D 535 - 7756 F - G 555 - 7858
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A -J 6908 -483 1- H 4943 -344
J - 1 4943 - 344 H - G 6896 - 482
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 112 - 200 D - H 3815 - 245
J - D 3832 - 246 H - E 113 - 200
.c V_
' nii wnLL PriNcL-, • dTf"slft:S
Community Science Institute, Inc.
NYSDOH ELAP #11790 www.communityscience.org EPA Lab Code NY01518
283 Langmuir Lab/Box 1044 95 Brown Road Ithaca NY 14850 Voice/Fax (607) 257-6606
info@communityscience.org
Page 1 of 1
Test Report
Client:
Michelle Browngardt
944 Gallagher Rd.
Cortland, NY 13045
Receipt: $57.00
Sample matrix: Drinking Water
Date & time sampled: 1/9/2024, 2:25 PM
Sampled by: Not Recorded
Sampling location: 944 Gallagher Rd. Cortland, NY.
Kitchen.
Date and time received: 1/9/2024, 2:56 PM
Client Code: Gen Pub Sample Lab ID: REG-2712
Project Code: Lab Report ID: Gen Pub-17206, REG-2712
Test Methods: <TC/E.coli>40 CFR141.21(f)6v-MI Agar/SM 18-20 92
Test For
Allowed
Level*
Reporting
Limit⸙ Result¹ Units Test Date, Time Additional
Information
Total
Coliform Absent Absent Absent Present/Absent 1/9/2024, 3:20 PM
E.coli Absent Absent Absent Present/Absent 1/9/2024, 3:20 PM
*Upper limit allowed for public water supplies regulated by NYS Dept. of Health .
⸙Reporting limit is set by the standard method and/or by historical data of laboratory performance.
¹ Results that exceed the Allowed Level are listed in bold.
Results apply only to the sample listed above and not to any other samples.
Sample was received on ice: No.
Sample temperature: N/A
Additional Information: None.
Report prepared by: ____________________________________ Date: 1/11/2024
Noah Mark, Technical Director
The Community Science Institute, Inc., warrants that analytical results are ac curate and representative of samples received for analysis. Clients
frequently collect samples and submit them for analysis. When that is the case, client acknowledges that sample representativ eness depends on
his or her adhering to sampling instructions provided by CSI. If a test result is shown to be inaccurate, CSI agrees to repeat the test free of charge
but accepts no further liability. CSI treats this Test Report as confidential. Client may reproduce Test Report in its entirety. Partial duplication is
not allowed except with written approval from CSI.
Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance
Coverage for a 1, 2, 3 or 4 Family, Owner -occupied Residence
**This farm cannot be used to waive the workers' compensation rights or obligations of any party. **
Under penalty of perjury, I certify that I am the owner of the 1, 2, 3 or 4 family, owner -occupied residence
(including condominiums) listed on the building permit that I am applying for, and I am not required to show
specific proof of workers' compensation insurance coverage for such residence because (please check the
approp 'ate box):
I am performing all the work for which the building permit was issued.
❑ I am not hiring, paying or compensating in any way, the individual(s) that is(are) performing all the work
for which the building permit was issued or helping me perform such work.
❑ I have a homeowners insurance policy that is currently in effect and covers the property listed on the
attached building permit AND am hiring or paying individuals a total of less than 40 hours per week
(aggregate hours for all paid individuals on the jobsite) for which the building permit was issued.
I also agree to either:
♦ acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on
forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing
the building permit if I need to hire or pay individuals a total of 40 hours or more per week (aggregate hours
for all paid individuals on the jobsite) for work indicated on the building permit, or if appropriate, file a CE-
200 exemption form; OR
♦ have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner -occupied residence
(including condominiums) listed on the building permit that I am applying for, provide appropriate proof of
workers' compensation coverage or proof of exemption from that coverage on forms approved by the Chair
of the NYS Workers' Compensation Board to the government entity issuing the building permit if the
project takes a total of 40 hours or more per week (aggregate hours for all paid individuals on the jobsite) for
w rWcahe building permit.
A/V
(Sieowner) (bate Signed)
1�cow �i� Home Telephone Number
(Homeowner's Name Printed) `
Property Address
�that
trrequires the building permit:
(�21�All � ��as
S �n� tbefore me this day of
(� v
(C�►,r.y �.•�� LAURIE 3 C EOil RT
NOTARY PUBLIC, STATE OF NEW YOR=
Registration No. OIC06086170
Qualified in Cortland County
My Commission Expires
� � 4
Once notarized, this BP-1 form serves as an exemption for both workers' compensation and disability benefits insurance coverage.
BP-1 (12/08) NY-WCB
CP CP Sent Road
Inspector Date
CC CC Sent
Inspector Date
APPLICATION FOR SUBSURFACE SEWAGE TREATMENT PERMIT
Complete and return with fee to the above address.
Application is hereby made for a Construction Permit to install a private sewage treatment system to serve the hereinafter described
property, concerning which the following information is submitted:
Owner MIKE BROWNGARDT Phone (607) 745-2998 Email CORTSPMG05@YAHOO.COM
Mailing Address 18 SCAMMELL STREET CORTLAND, NY 13045 Tax Map No 105.00 - 04 - 14.2 (PART)
Property Location #944 GALLAGHER ROAD Fire No.
Applicant (if not owner) Phone (607) 662-5053 Email
Phone or
Contractor CREW CONSTRUCTION Address
Use of Building SINGLE FAMILY HOME ; New Existing X ; Lot Size 6 ACRES
Residential or non-residential RESIDENTIAL Number of: Bedrooms 3 ; Occupants 3 ; Apartments 0
Yes or No: Garbage Disposal Y ; Hot tub/spa N ; List Basement Fixtures NO
Water Supply: Existing Well X Spring Public name of system
New/proposed X Application for new well submitted ?
Check One: Tank replacement only ; Replacement system ; New sepctic system X ; Repair
Sketch provided if tank replacement or repair?
Name of Engineer TIMOTHY C. BUHL, P.E.Design included with application? Y
Comments:
Date Owner signature
******HEALTH DEPARTMENT USE ONLY******
Remarks:
Sewage Flow Gal/Day Replacement tank size Gal
Realty Subdivision Y N Engineering Plan Y N
WORKING TO BUILD A HEALTHY COMMUNITY SINCE 1929
C
V
T
CORTLAND COUNTY
COUNTY OFFICE BUILDING
60 CENTRAL AVENUE
CORTLAND, NEW YORK 13045-2746
(607) 753-5036
FAX: (607) 753-5209
http://www.cortland-co.org/432/Health-Department
HEALTH DEPARTMENT
Nicole Anjeski, MS, MPH
Public Health Director
Lisa Perfetti, BSN, RN
Deputy Public Health Director
Ngozi Mezu-Patel, MD
Medical Advisor
TOPIC Cortland County Health Department Page 2
SKETCH AND SPECIFICATIONS
BUILDING
SEWER 4” cast iron, or NSF approved DWV schedule 40, water tight joints, minimum grade ¼” per foot,
supported to prevent setting. Minimum distance to well 25 ft.
SEPTIC
TANK Water tight concrete, or Com Std. Metal, UL approved, Capacity 1250 gallons; Minimum distance
from house 10 feet; from water supply, 50 feet. Support on undisturbed ground free of large stones.
Minimum 3” washed pea gravel or sand as base.
SEWER FROM
TANK TO
TREATMENT
AREA DWV Schedule 40 or SDR 35 plastic pipe over undisturbed ground. Tight joints; Minimum grade 1/8” per
foot.
DISTRIBUTION
BOX No. outlets 6 ; Outlets all same level and 4” from bottom; Inlet at least 1” above outlets. Concrete
or approved equivalent. Place on min. 12” washed stone base, seal outlets with plastic roof cement. Test
for proper operation with water.
FILL Length ft.; Width ft; Depth ft; Use porous fill; Do not
use heavy clay soil. Fill must be inspected and allowed to settle 45 days before trenching. Do not strip top
soil within 50 feet of fill and in fill area. Provide for diversion of surface water where necessary.
LEACHING
FIELD 4’ perforated pipe; Total ft. 208 ; No. laterals 4 ;
Length per Lateral 42 ft.; Grade not more than 1/16” per ft.: trench width 24 inches; Depth
16-18 inches; Minimum distance from water supply 100 ft.; Minimum distance between
center of trenches 6 ft.;12"of No. 1,2, or 3 washed gravel under pipe and 2” above pipe;
Lay building paper or straw over gravel before replacing earth; Do not strip soil, nor work when wet nor
run heavy equipment over tile field area. Keep laterals out of driveways and 20 ft from banks, edge of fills,
footer drains, waterlines and gas lines.
LEACHING
PIT Minimum distance from water supply ft.; cylindrical; Size inside
walls; diameter ft.; depth below inlet ft.; Walls of concrete block or
equivalent with openings facing out; Use 12” No. 2 or 3 gravel around walls; Use concrete cover with
minimum 8” inspection hole, or call for inspection before placing cover. An equivalent sized precast
leaching pit may be used. Repair/replacement only.
SAND
FILTER Length ft.; Width ft.; Depth sand ft.; Sand must be from an
approved source; Must be inspected before and after placing sand. Provide for diversion of surface water
where necessary.
REMARKS All pipes must be supported to prevent settling. All solid piping must be SDR 35 or Schedule 40.
WORKING TO BUILD A HEALTHY COMMUNITY SINCE 1929
DESIGN DATA & NOTES MIKE BROWNGARDT SINGLE FAMILY HOME
TYPE OF SYSTEM:CONVENTIONAL WITH POSSIBLE INFILTRATORS
NO. OF BEDROOMS:3
DESIGN FLOW:330 GPD
PERCOLATION RATE:6 - 7 MINUTE SOIL
SEPTIC TANK SIZE:1250 GALLONS (NEW)
LEACHING LINES:4 @ 42 3 @ 42' IF USING INFILTRATOR EQ 36 CHAMBERS
REPLACEMENT SYSTEM:LEAVE ROOM FOR ADDITIONAL EXPANSION AS SHOWN
ON SITE SKETCH.
GENERAL NOTES:
1. ALL INSTALLATIONS MUST BE APPROVED BY THE CORTLAND COUNTY HEALTH DEPART.
AND/OR THE DESIGN ENGINEER. 24 HOUR NOTICE REQUIRED FOR INSPECTIONS.
2. CELLAR AND ROOF DRAINS MUST BE SEPARATE AND BE AT LEAST 20' AWAY FROM THE
DISPOSAL SYSTEM.
3. ALL HOUSEHOLD WASTE MUST BE DISPOSED OF THROUGH SEWAGE DISPOSAL SYSTEM.
4. DRIVEWAYS SHALL NOT CROSS DISPOSAL SYSTEM. LEACHING LINES TO BE 100'
MINIMUM FROM ADJACENT WELLS, 100' FROM WATER COURSES, 20' FROM HOMES, AND
10' FROM PROPERTY LINE.
5. DISPOSAL SYSTEM MATERIALS TO BE AS SPECIFIED AND FROM SOURCE APPROVED BY
THE CORTLAND COUNTY HEALTH DEPARTMENT.
6. A GARBAGE GRINDER IS PERMITTED; SEPTIC TANK SIZED ACCORDINGLY
7. SYSTEM DETAILS AND SITE LAYOUT TO BE AS ON ATTACHED DRAWINGS.
8. ANY WASTES FROM WATER SOFTENING UNITS MUST BE ENTIRELY SEPARATE FROM THE
DISPOSAL SYSTEM AND MUST BE DISCHARGED AT LEAST 20' FROM THE DISPOSAL AREA.
ECO Systems
TIMOTHY C. BUHL, P.E.
NYS LICENSE #53134
D.H.P1
P2
4 LATERALS @ 42' EACH.
(3 @ 42' IF EQ-36 LINES USED)
NEW 1,250 GALLON
SEPTIC TANK
EXPANSION
AREA (50%)
D.B.
WELL (PROPOSED)
3 B.R. HSE
FF= 1378'GAR
6-14-2023
`
1,250
MA
X
18
"
M
A
X
.
(3 @ 42' IF USING INFILTRATOR EQ 36 CHAMBERS - SEE DETAILS FOLLOWING)
08
/
2
8
/
2
0
0
9
D
E
T
A
I
L
A
P
P
R
O
V
E
D
TI
M
O
T
H
Y
C
.
B
U
H
L
.
P
.
E
.
08
/
2
8
/
2
0
0
9
D
E
T
A
I
L
A
P
P
R
O
V
E
D
TI
M
O
T
H
Y
C
.
B
U
H
L
.
P
.
E
.
18
"
(T
O
T
A
L
)
7-
1
7
-
2
0
1
8
REQUIRED LENGTH OF ABSORPTION TRENCH
(BASED UPON 2 FT. WIDE TRENCH)
FLOW RATES (GALS. / DAY)
MIN. /INCH 2 BDRMS.3 BDRMS.4 BDRMS.5 BDRMS.6 BDRMS.
220 260 330 390 440 520 550 650 660 780
E
T 1 - 5 92 108 138 162 184 216 230 270 275 325
A
R 6 - 7 110 130 165 195 220 260 275 325 330 390
N 8 - 10 123 145 184 217 245 290 306 360 367 433
O
I 11 - 15 138 162 207 244 275 325 344 406 413 488
T
A 16 - 20 158 186 236 279 315 372 393 464 472 557
L
O 21 - 30 184 217 275 325 367 433 459 542 550 650
C
R 31 - 45 220 260 330 390 440 520 550 650 660 780
E
P 46 - 60 245 290 367 433 489 578 612 722 734 867
DOSING NOT REQUIRED DOSING OR ALTERNATE DESIGN REQUIRED
4 LINES @ 42' EACH IN CONVENTIONAL TRENCHES - 168 LF - OK
(3 LINES @ 42' EACH IF INFILTRATOR EQ-36 CHAMBERS USED - 25% LENGHT CREDIT
GENERAL NOTES:
1.THE INSTALLATION, UPON COMPLETION AND PRIOR TO COVERING, MUST BE
MEASURED BY THE HEALTH DEPARTMENT OR INSPECTED BY A N.Y.S. LICENSED
ENGINEER. AT LEAST 24 HOURS PRIOR NOTICE IS REQUIRED BEFORE FINAL
MEASUREMENT.
2.ALL CONSTRUCTION MUST CONFORM TO THE APPLICABLE PROVISIONS OF THE
COUNTY SANITARY CODE OR PARTS 74 & 75 OF THE N.Y. STATE SANITARY CODE
(TITLE 10 NYCRR), AND THE APPLICABLE SPECIFICATIONS OF THE COUNTY HEALTH
DEPARTMENT.
3.ALL HOUSEHOLD LIQUID WASTES, INCLUDING BATHROOM, KITCHEN, AND
LAUNDRY WASTES, MUST BE DISPOSED OF THROUGH THIS INSTALLATION UNLESS
SEPARATE SYSTEMS ARE PROPOSED AND REVIEWED BY THE HEALTH DEPARTMENT.
4.ROOF LEADERS, CELLAR OR FOOTING DRAINS, AND WASTES FROM WATER
SOFTENING UNITS MUST BE ENTIRELY SEPARATE FROM THE SEWAGE DISPOSAL
SYSTEM AND MUST BE DISCHARGED AT LEAST 20 FEET FROM THE SEWAGE
DISPOSAL AREA.
5.CONSTRUCTION AND OPERATION SHALL BE IN ACCORDANCE WITH ESTABLISHED
STANDARDS AND/OR SPECIAL CONDITIONS PROVIDED UNDER THE SPECIFICATIONS
AND PLANS FOR THIS SITE.
6.CONTRACTOR SHALL TEST AND CERTIFY PROPER OPERATION OF THE SYSTEM
PRIOR TO BACKFILLING.
7.DRIVEWAYS AND PAVED AREAS SHALL NOT CROSS LEACHING AREAS.
8.SOIL IN THE AREA OF THE SEWAGE DISPOSAL SYSTEM MUST NOT BE CUT OF
FILLED, EXCEPT AS MAY BE APPROVED BY THE COUNTY HEALTH DEPARTMENT OR
THE DESIGN ENGINEER. MAXIMUM SLOPE OF DISPOSAL AREA - 15%.
9.THE SEWAGE DISPOSAL SYSTEM SHALL BE USED ONLY FOR HOUSEHOLD AND
SANITARY SEWER WASTES. NO INFECTIOUS OR HAZARDOUS WASTE SHALL BE
INTRODUCED TO SEWAGE DISPOSAL SYSTEM.
10.A GARBAGE GRINDER IS PERMITTED; SEPTIC TANK SIZED ACCORDINGLY.
11.THE CONSTRUCTION OF ANY DOMESTIC WATER SUPPLY WELL SHALL BE IN
CONFORMANCE WITH THE APPLICABLE SPECIFICATIONS OF THE N.Y. RURAL WATER
SUPPLY HANDBOOK, WHICH IS AVAILABLE FROM THE HEALTH DEPARTMENT.
12.THE FACILITIES SHALL NOT BE PLACED IN OPERATION UNTIL CONSTRUCTION HAS
BEEN COMPLETED, INSPECTIONS PERFORMED, AND A BUILDING CODE CERTIFICATE
OF OCCUPANCY HAS BEEN ISSUED FOR THE RESIDENCE.
13.THE INSTALLATION MUST BE MADE BY A SEWAGE DISPOSAL SYSTEM INSTALLER
REGISTERED WITH OR APPROVED BY THE COUNTY HEALTH DEPARTMENT.
14.THIS DESIGN AND COUNTY PLAN ACCEPTANCE IS NOT TO BE CONSTRUED AS A
GUARANTEE, EXPRESSED OR IMPLIED, THAT THE SEWAGE DISPOSAL FACILITIES
FUNCTION PROPERLY. BY SIGNING AND SUBMITTING THIS APPLICATION, THE
OWNER/APPLICANT AGREES THAT REGARDLESS OF THE CIRCUMSTANCES, THE
DESIGN ENGINEER'S LIABILITY SHALL BE LIMITED TO A MAXIMUM OF ANY FEES PAID
FOR THE PROFESSIONAL SERVICES RENDERED.
SITE SOILS DATA
PERCOLATION TEST
SOILS DESCRIPTIONS
SOILS MAP
NEW YORK STATE DEPARTMENT OF HEALTH
PERCOLATION TEST DATA
NAME:MIKE BROWNGARDT
ADDRESS:18 SCAMMELL STREET PHONE #:(607) 745-2998
CORTLAND, NY 13045
SITE LOCATION:#944 GALLAGHER ROAD COUNTY:CORTLAND (C)
WEATHER CONDITIONS:SUNNY, 88°DATE:6/2/2023
PERC HOLE 0" - 13"DARK BROWN TOPSOIL
#1 13" - 20"REDDISH BROWN COMPACT SAND & GRAVEL w/FLAT STONES
20" DEEP
FINISH 1:05 1:08 1:12
START 1:03 1:05 1:09
TOTAL 2 3 3
PERC HOLE 0" - 13"DARK BROWN TOPSOIL
#2 13" - 20"REDDISH BROWN COMPACT SAND & GRAVEL w/FLAT STONES
20" DEEP
FINISH 1:09 1:13 1:16
START 1:07 1:10 1:13
TOTAL 2 3 3
PERC HOLE
#3 NOT TAKEN
DEEP
FINISH
START
TOTAL
#1 0" - 14"DARK BROWN TOPSOIL
DEEP 14" - 36"REDDISH BROWN COMPACT SAND & GRAVEL w/LARGE STONES
TEST 35" - 42"GRAY BROWN COARSE SAND & GRAVEL
HOLE
NO GROUND WATER, BEDROCK OR MOTTLING EMAIL: CORTSPMG05@YAHOO.COM
SOIL PROFILE:LANSING RECOMMENDED DESIGN BASIS:6 - 7 MINUTE SOIL
PROCEDURE: 1. PERC TEST HOLES EXCAVATED AND PRESOAKED 24 HOURS PRIOR TO TEST
(FILL COMPLETELY WITH WATER AND ALLOW TO DRAIN DRY)
2. FILL HOLE TO 6" FROM BOTTOM.
3. RECORD TIME FOR DROP FROM 6" TO 5".
4. REPEAT STEP #3 UNTIL STABLE.
I, Timothy C. Buhl, the undersigned certify that the percolation tests were performed by myself
or under my direction according to the above procedure. The data and results presented are
true and correct.
Date:6/14/2023 Signature:
Timothy C. Buhl, P.E. NYS License #53134
Timothy C. Buhl, P.E.35 Fire Lane 24, Auburn, NY 13021 (607) 423-1919
LOCATION LANSING NY
Established Series
Rev. WEH-PSP-SWF
09/2015
LANSING SERIES
The Lansing series consists of very deep, well drained soils formed in till. They are nearly level to rolling and
steep soils on till plains. Saturated hydraulic conductivity is moderately high or high within the mineral
solum, but moderately low or moderately high in the substratum. Slope ranges from 0 to 60 percent. Mean
annual temperature is about 8 degrees C (46 degrees F) and mean annual precipitation is about 990 mm (39
in).
TAXONOMIC CLASS: Fine-loamy, mixed, active, mesic Glossic Hapludalfs
TYPICAL PEDON: Lansing gravelly silt loam - reforested. (Colors are for moist soil unless otherwise
stated.)
Ap--0 to 20 cm; dark grayish brown (10YR 4/2) gravelly silt loam; weak and moderate fine granular
structure; very friable; many fine roots; 15 percent nonflat 2 to 75 mm rock fragments; moderately acid (pH
5.8); abrupt smooth boundary.
E--20 to 33 cm; pale brown (10YR 6/3) gravelly silt loam; weak medium platy structure; friable; many fine
roots; many pores; 15 percent nonflat 2 to 75 mm rock fragments; moderately acid (pH 5.8); clear wavy
boundary.
Bt/E--33 to 53 cm; brown (10YR 5/3) gravelly silt loam; weak and moderate medium subangular blocky
structure; friable; common fine roots; many pores; patchy clay films on surfaces along pores and prominent
pale brown (10YR 6/3), moist, silt coats on vertical faces of peds; 15 percent nonflat 2 to 75 mm rock
fragments; moderately acid (pH 5.8); clear wavy boundary.
Bt1--53 to 71 cm; brown (10YR 4/3) gravelly silt loam; moderate medium subangular blocky structure; firm;
few fine roots; common pores; clay films on surfaces along pores and on all faces of peds; 15 percent nonflat
2 to 75 mm rock fragments; slightly acid (pH 6.3); gradual wavy boundary.
Bt2--71 to 99 cm; brown (10YR 4/3) gravelly silt loam; moderate medium and coarse subangular blocky
structure; firm; common pores; 40 percent clay films on surfaces along pores and 40 percent on all faces of
peds; 20 percent nonflat 2 to 75 mm rock fragments; neutral (pH 7.0); ; clear wavy boundary.
C-- 99 to 127 cm; dark grayish brown (2.5Y 4/2) gravelly loam; massive structure parts to moderate medium
platy structure; firm; 5 percent nonflat 76 to 249 mm fragments and 25 percent nonflat 2 to 75 mm rock
fragments; strong effervescence; moderately alkaline (pH 8.2).
TYPE LOCATION: Wyoming County, New York, town of Covington, two miles south of village of
Pavilion and one half mile west of State Route 246 on Court Road. Latitude 42 degrees, 51 minutes, 5.72
seconds N. and Longitude 78 degrees, 1 minutes, 15.98 seconds W., NAD 1983.
Official Series Description - LANSING Series https://soilseries.sc.egov.usda.gov/OSD_Docs/L/LANSING.html
1 of 3 9/20/2022, 2:42 PM
RANGE IN CHARACTERISTICS: Thickness of solum ranges from 81 to 152 cm (32 to 60 in). Depth to
bedrock is more than 152 cm (60 in). Depth to carbonates ranges from 76 to 152 cm (30 to 60 in). Coarse
fragment content ranges from 5 to 30 percent in the solum and 10 to 60 percent in the C horizon. The soil
ranges from strongly acid to neutral in the Ap and B horizons and neutral to moderately alkaline in the C
horizon.
The Ap horizon has hue of 10YR, value of 3 to 5, and chroma of 2 or 3. It is very fine sandy loam, loam, or
silt loam in the fine earth fraction.
The E or BE horizons have hue of 10YR, value of 4 to 6, and chroma of 2 to 6. They are fine sandy loam,
loam or silt loam in the fine earth fraction. They have weak platy or subangular blocky structure.
The Bt/E horizon has properties like the E horizon on exteriors of peds and like the Bt horizon in interiors of
peds.
The Bt horizon has hue of 10YR to 5Y, value of 3 to 5, and chroma of 2 to 4. It is loam, silt loam, silty clay
loam, or clay loam in the fine earth fraction with weighted average of 18 to 28 percent clay. It has weak
through strong, medium or coarse subangular blocky structure and/or is prismatic. Consistence is friable or
firm. It has few to common redoximorphic features below a depth of 100 cm (40 in) in some pedons.
The BC horizon, when present, has hue of 10YR to 5Y, value of 3 to 5, and chroma of 2 to 4. It is loam, silt
loam, or fine sandy loam in the fine earth fraction. Structure is subangular blocky or prismatic, or it is
massive. Consistence is friable or firm.
The C or Cd horizon in some pedons, has hue of 10YR to 5Y, value of 3 to 5, and chroma of 1 to 3. It is fine
sandy loam, silt loam or loam in the fine earth fraction. It is massive or has weak or moderate, medium or
thick plate-like divisions. It is firm or very firm.
COMPETING SERIES: These are the Fairport, Ontario, Wampsville, Wassaic, and Yunenyeti series.
Ontario soils have hue of 7.5YR or redder in at least one subhorizon of the Bt horizon. Wampsville soils are
stratified in the lower part of the series control section. Fairport, Wassaic, and Yunenyeti soils have bedrock
within a depth of 100 cm (40 in).
The Aurora, Cazenovia, Conesus, Danley, Hilton, Lima, Madrid, Mohawk and Nunda series are similar soils
in related families. Aurora, Conesus, Danley, and Nunda soils have redoximorphic features with chroma of 2
or less in the upper 25 cm (10 in) of the argillic horizon. Cazenovia soils have more than 28 percent clay in
the Bt horizon. Hilton and Lima soils have redox features within a depth of 100 cm (40 in). Madrid soils have
coarse-loamy particle-size control sections. Mohawk soils have Ap horizons with moist color value of 3 or
less.
GEOGRAPHIC SETTING: Lansing soils are nearly level to rolling and steep soils on till plains, glaciated
dissected plateaus, and drumlin fields. Slope ranges from 0 to 60 percent. The soil formed in till of late
Wisconsin age derived from shale, limestone, fine grained sandstone and siltstone. Mean annual precipitation
ranges from 787 to 1448 mm (31 to 57 in), mean annual temperature ranges from about 5 degrees C to 10
degrees C (41 to 50 degrees F), and the mean frost-free season ranges from 100 to 190 days. Elevation ranges
from 91 to 640 m (300 to 2100 ft) above sea level.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Amboy, Appleton, Arkport, Aurora, Colonie,
Conesus, Dunkirk, Howard, Hudson, Kendaia, and Lyons soils on nearby landscapes. Amboy, Dunkirk, and
Hudson soils, and their wetter associates, formed in nearby lacustrine sediments. Appleton, Conesus,
Official Series Description - LANSING Series https://soilseries.sc.egov.usda.gov/OSD_Docs/L/LANSING.html
2 of 3 9/20/2022, 2:42 PM
Kendaia, and Lyons soils are the progressively wetter members of the same drainage sequence. Arkport and
Colonie soils formed in nearby sandy deltaic deposits. Aurora soils have bedrock within a depth of 100 cm
(40 in). Howard soils formed in outwash materials.
DRAINAGE AND SATURATED HYDRAULIC CONDUCTIVITY: Well drained. Internal drainage is
slow or very slow. The potential for surface runoff is very low to high. Saturated hydraulic conductivity is
moderately high or high within the mineral solum, but moderately low or moderately high in the substratum.
USE AND VEGETATION: Most areas are farmed. Crops are dominantly corn, small grains, and hay in
support of dairying, but some vegetable crops are grown. Woodlots contain sugar maple, red and white oak,
and American beech.
DISTRIBUTION AND EXTENT: Dominantly in a belt on the north facing slope of the Allegheny Plateau
in MLRAs 101, 140, and 144A from western Pennsylvania to the central Mohawk Valley and in valleys of
the glaciated Allegheny Plateau in New York. The soil is extensive.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Amherst, Massachusetts
SERIES ESTABLISHED: Tompkins County, New York, 1920.
REMARKS: After a review of the use of the Lansing and Ontario series for the range of the color hue in the
Bt, the requirement that at least one subhorizon be 7.5YR or redder was added to Ontario and the competing
series section of Lansing and Ontario were adjusted to reflect the change.
Diagnostic horizons and other features recognized in the typical pedon include:
1. Ochric epipedon - the zone from the surface to 15 cm (6 in) (Ap horizon).
2. Argillic horizon - the zone from 43 to 107 cm (17 to 42 in) (Bt/E and Bt horizons).
3. Glossic feature - interfingering of albic material around peds in the upper part of the argillic horizon (Bt/E
horizon).
4. Mean annual soil temperature less than 10 degrees C.
National Cooperative Soil Survey
U.S.A.
Official Series Description - LANSING Series https://soilseries.sc.egov.usda.gov/OSD_Docs/L/LANSING.html
3 of 3 9/20/2022, 2:42 PM
SITE
6/12 ROOF PITCH
6
12
6
12
6/12 ROOF PITCH
6
12
ELEVATION NOTES:
A MINIMUM OF 48" BELOW GRADE
MUST BE MAINTAINED ON ALL
FOOTINGS IN ACCORDANCE WITH
STATE AND LOCAL CODE
REQUIREMENTS.
GRADE SHOWN IS PROPOSED
ONLY AND MAY VARY PER SITE
CONDITIONS.
FINAL MATERIAL STYLE AND TYPE
SELECTIONS ARE TO BE DECIDED
BETWEEN THE CONTRACTOR AND
THE HOMEOWNER. ALL
MANUFACTURER INSTALLATION
INSTRUCTIONS ARE TO BE
FOLLOWED.
M BA
D
S
1
2
9
2
S
T
A
R
R
R
D
C
ORTLAND N Y
6 0 7 . 3 4 5 . 064
1
M A T T B A R N E S
A R C H I T ECTURAL D
E
S
I
G
N
S
E
R
V
I
C
E
S
A1
NOTICE:
THE CONTRACTOR TAKES FULL
RESPONSIBILITY TO CONSTRUCT
A STRUCTURE THAT IS COMPLIANT
WITH THE LATEST STATE/LOCAL
CODES AND TO FOLLOW MATERIAL
MANUFACTURER'S REQUIREMENTS.
PLANS ARE TO BE CHECKED CAREFULLY
TO PROPERLY SUIT SITE CONDITIONS.
DO NOT SCALE DRAWINGS. ALL
WRITTEN DIMENSIONS ARE TO BE
FOLLOWED AS CLOSE AS POSSIBLE.
SHEET
1 OF 6
DRAWN BY:
09/22/2022
SCALE:1 4" = 1'-0"
DATE:
CHECKED BY:MTB
M. BARNES
GA
L
L
A
G
H
E
R
R
D
.
CO
R
T
L
A
N
D
V
I
L
L
E
,
N
Y
1
3
0
4
5
BR
O
W
N
G
A
R
D
T
R
E
S
I
D
E
N
C
E
NORTH ELEVATION
ALL WINDOWS AND PATIO DOORS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
VINYL SHAKE SIDING
1'
-
4
"
1'-0"
1'
-
0
"
E
N
E
R
G
Y
H
E
E
L
VINYL CLAPBOARD SIDING
VINYL CORNERBOARD (TYP.)
1'-0"
VINYL TRANSITION STRIP
VINYL KICK PLATE PVC WRAPPED
6x6 POST (TYP.)
30 YR. ARCHITECTURAL SHINGLES (TYP.)
ALUMINUM FASCIA
RIDGE VENT (TYP.)
PVC LINEALTRIM
BOARDS (TYP.)
VENTED VINYL SOFFIT (TYP.)
VERTICAL VINYL SIDING
STEP (S) PER GRADE STEP (S) PER GRADE
8'
-
0
"
5'
-
4
"
T.O.HOUSE FOOTER
T.O. GARAGE FOOTER
9'
-
1
1 8"
PROPOSED GRADE LEVEL
6'
-
1
1
"
T.O.WALL PLATE
WINDOW HEADER HEIGHT
T.O.FOUNDATION
T.O.FIRST FLOOR SUBFLOOR
8'
-
1
1
1 2"
+/
-
2
1
'
-
6
1 8"
T.O.MAIN ROOF RIDGE
EAST ELEVATION
ALL WINDOWS AND PATIO DOORS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
1'-0"1'-0"
RE
V
I
S
I
O
N
S
:
DA
T
E
BY
9'
-
1
1
8"
C
E
I
L
I
N
G
,
1
-
C
A
R
G
A
R
A
G
E
,
R
E
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
11
/
1
0
/
2
0
2
2
MT
B
RE
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
W
I
N
D
O
W
/
D
O
O
R
U
P
D
A
T
E
S
,
R
O
O
F
-
L
I
N
E
C
H
A
N
G
E
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
12
/
3
0
/
2
0
2
2
MT
B
1 2
6/12 ROOF PITCH
6
126/12 ROOF PITCH
ELEVATION NOTES:
A MINIMUM OF 48" BELOW GRADE
MUST BE MAINTAINED ON ALL
FOOTINGS IN ACCORDANCE WITH
STATE AND LOCAL CODE
REQUIREMENTS.
GRADE SHOWN IS PROPOSED
ONLY AND MAY VARY PER SITE
CONDITIONS.
FINAL MATERIAL STYLE AND TYPE
SELECTIONS ARE TO BE DECIDED
BETWEEN THE CONTRACTOR AND
THE HOMEOWNER. ALL
MANUFACTURER INSTALLATION
INSTRUCTIONS ARE TO BE
FOLLOWED.
M BA
D
S
1
2
9
2
S
T
A
R
R
R
D
C
ORTLAND N Y
6 0 7 . 3 4 5 . 0641
M A T T B A R N E S
A R C H I T ECTURAL DE
S
I
G
N
S
E
R
V
I
C
E
S
A2
NOTICE:
THE CONTRACTOR TAKES FULL
RESPONSIBILITY TO CONSTRUCT
A STRUCTURE THAT IS COMPLIANT
WITH THE LATEST STATE/LOCAL
CODES AND TO FOLLOW MATERIAL
MANUFACTURER'S REQUIREMENTS.
PLANS ARE TO BE CHECKED CAREFULLY
TO PROPERLY SUIT SITE CONDITIONS.
DO NOT SCALE DRAWINGS. ALL
WRITTEN DIMENSIONS ARE TO BE
FOLLOWED AS CLOSE AS POSSIBLE.
SHEET
2 OF 6
RE
V
I
S
I
O
N
S
:
DA
T
E
BY
DRAWN BY:
09/22/2022
SCALE:1 4" = 1'-0"
DATE:
CHECKED BY:MTB
M. BARNES
GA
L
L
A
G
H
E
R
R
D
.
CO
R
T
L
A
N
D
V
I
L
L
E
,
N
Y
1
3
0
4
5
BR
O
W
N
G
A
R
D
T
R
E
S
I
D
E
N
C
E
SOUTH ELEVATION
ALL WINDOWS AND PATIO DOORS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
0'
-
8
"
1'
-
0
"
E
N
E
R
G
Y
H
E
E
L
STEP (S) PER GRADE
8'
-
0
"
T.O.HOUSE FOOTER
9'
-
1
1 8"
PROPOSED GRADE LEVEL
6'
-
1
1
"
T.O.WALL PLATE
WINDOW HEADER HEIGHT
T.O.FOUNDATION
T.O.FIRST FLOOR SUBFLOOR
8'
-
1
1
1 2"
+/
-
2
0
'
-
1
0
1 8"
T.O.MAIN ROOF RIDGE
WEST ELEVATION
ALL WINDOWS AND PATIO DOORS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
STEP (S) PER GRADE
1'-0"1'-0"
1'-0"1'-0"
8'
-
0
"
T.O.HOUSE FOOTER
9'
-
1
1 8"
PROPOSED GRADE LEVEL
6'
-
1
1
"
T.O.WALL PLATE
WINDOW HEADER HEIGHT
T.O.FOUNDATION
T.O.FIRST FLOOR SUBFLOOR
8'
-
1
1
1 2"
+/
-
2
0
'
-
1
0
1 8"
T.O.MAIN ROOF RIDGE
2'
-
0
"
9'
-
1
1
8"
C
E
I
L
I
N
G
,
1
-
C
A
R
G
A
R
A
G
E
,
R
E
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
11
/
1
0
/
2
0
2
2
MT
B
RE
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
W
I
N
D
O
W
/
D
O
O
R
U
P
D
A
T
E
S
,
R
O
O
F
-
L
I
N
E
C
H
A
N
G
E
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
12
/
3
0
/
2
0
2
2
MT
B
1 2
36"
DW
24"
36
"
REF
36"
36"24"
30"30"
24
"
24
"
16" COUNTER TOP
OVERHANG
TR
U
S
S
E
S
A
B
O
V
E
DINING
AREA
BULKHEAD DOOR
WITH 12" EXTENSION
A2
D1
A2 A2
A2
A4
D6
E E
E
T
A5
A7
D2
SITE CONSTRUCTED
STEP(S) TO GRADE
D5
60" VANITY
12'-0"
12
'
-
0
"
38'-0"
26
'
-
0
"
7'-101
2"
15
'
-
8
"
6'
-
1
1
1 2"
3'
-
4
1 2"
5'
-
0
1 2"8'
-
5
"
2'-41
2"
2'-1"
6'
-
8
"
20'-91
2"
17'-41
2"
13
'
-
8
1 2"
13'-2"12'-1"
13
'
-
5
"
7'
-
1
1 2"
5'-2 1
4"
6'
-
6
"
6'
-
6
"
12'-91
2"
3'
-
6
"
17'-1"
14
'
-
1
"
14
'
-
1
"
5'-53
4"8'-3 1
4"
10
'
-
3
1 2"
3'-4"7'-113
4"
9'
-
1
0
"
3'
-
2
"
5'-0 1
4"2'-8"2'
-
1
0
1 2"
2'-111
2"
6'
-
8
"
TRUSSES
ABOVE
4" CONC. SLAB (35OO PSI)
W/ REINFORCEMENT
TOP OF FOUNDATION WALL OF GARAGE TO BE EVEN
WITH TOP OF FOUNDATION WALL 'A' OF HOUSE
TOP OF GARAGE SLAB IS TO BE 12" BELOW TOP OF
FOUNDATION WALL OF GARAGE AT OVERHEAD GARAGE DOOR
GARAGE
MAINTAIN A MIN. 3 4 HR. FIRE SEPARATION
BETWEEN GARAGE AND HOUSE. GARAGE/HOUSE
WALL TO HAVE 5
8" TYPE "X" GYP. ON GARAGE SIDE
AND 1
2" TYPE "X" GYP. ON LIVING SPACE SIDE. PROVIDE
5
8" TYPE "X" GYP. ON ALL GARAGE WALLS AND CEILING.
GYP. PROTECT ANY EXPOSED BEAMS. GYP. BY OWNER.
SAW CUTS PER MASON
GARAGE FLOOR SHALL HAVE
6x6x10 Ga. WIRE MESH
REINFORCEMENT OR EQUAL
COMPOSITE WALKING SURFACE
P.T. DECK
(624 S.F.)
SITE CONSTRUCTED
STEP(S) TO GRADE
SITE CONSTRUCTED
STEP(S) TO GRADE
26'-0"
14
'
-
0
"
WALK-IN
CLOSET
CL
O
.
CL
O
.
LINEN
LAUNDRY
LIVING ROOM
TR
U
S
S
E
S
A
B
O
V
E
TR
U
S
S
E
S
A
B
O
V
E
TR
U
S
S
E
S
A
B
O
V
E
TR
U
S
S
E
S
A
B
O
V
E
TR
U
S
S
E
S
A
B
O
V
E
9'
-
0
"
2'
-
6
"
10
'
-
0
"
KITCHEN
OFFICE
TRUSSES
ABOVE
GIRDER TRUSS ABOVE
12
'
-
0
"
20'-3"
LO
W
E
R
E
D
H
E
A
D
E
R
H
E
I
G
H
T
TO
M
A
T
C
H
O
H
D
H
E
A
D
E
R
TR
U
S
S
E
S
A
B
O
V
E
TR
U
S
S
E
S
A
B
O
V
E
GIRDER TRUSS ABOVE
S D
S D
MASTER
BATH
BEDROOM #2
MASTER
BEDROOM
(150 SQ. FT.)
COMPOSITE
WALKING SURFACE
COVERED
P.T. DECK
10'-6"10'-6"
21'-0"
4'-6"4'-6"9'-0"
18'-0"
4'-6"12'-3"6'-3"
23'-0"
62'-0"12'-0"
74'-0"
7'
-
6
"
7'
-
2
"
10
'
-
7
"
SI
T
E
C
O
N
S
T
R
U
C
T
E
D
ST
E
P
(
S
)
T
O
G
R
A
D
E
4'
-
1
0
3 4"
8'
-
1
0
1 4"
39
'
-
0
"
1'
-
0
"
40
'
-
0
"
7'
-
4
"
5'-4"
6'-61
2"
7'
-
6
"
12
'
-
0
"
2'
-
6
"
22
'
-
0
"
18
'
-
0
"
40
'
-
0
"
12
'
-
0
"
52
'
-
0
"
12
'
-
0
"
52
'
-
0
"
5'-6"6'-6"12'-8"15'-01
2"15'-01
2"7'-3"
62'-0"12'-0"
74'-0"
2x
4
W
A
L
L
2x4 WALL 2x4 WALL
2x
6
W
A
L
L
2x6 WALL
EDGE OF 2x8
SILL PLATE
15
'
-
4
1 2"
3'-4"
DN
13R, 12T
BENCH
36
"
V
A
N
I
T
Y
WA
S
H
E
R
DR
Y
E
R
LI
N
E
N
CLO.
A6 E A6
S D
13
'
-
5
"
10'-11
2"
9'
-
9
1 2"
5'
-
7
"
6'-21
2"
4'-0"2'-1"
3'
-
1
1
"
2'-21
2"
4'
-
2
1 2"
3'
-
4
1 2"
5'-1"2'-1"
3'
-
4
1 2"
2'-8"
12'-01
2"
3'
-
7
1 2"
3'
-
7
1 2"
13
'
-
5
"
9'-2"5'-0 1
4"
3'
-
2
"
13'-41
2"7'
-
0
"
2'
-
4
1 2"
5'-8"3'-21
2"
5'-111
2"
11
'
-
0
1 2"
2'
-
1
"
C OSD
WALK-IN
CLOSET
9'
-
9
1 2"
USE A MIN. 20-MINUTE
FIRE RATED DOOR WITH
SELF CLOSING HINGES
SITE CONSTRUCTED STEP(S)
D4
5'-2 1
4"2'
-
7
"
PANTRY
36
"
22-1 2" x 30"
ATTIC
ACCESS
PANEL
A3
FI
X
E
D
U
N
I
T
A1
FIXED CENTER UNIT
A1
FI
X
E
D
C
E
N
T
E
R
U
N
I
T
FLOOR PLAN NOTES:
DIMENSIONS SHOWN ARE
FRAMING TO FRAMING. FINAL
DIMENSIONS WILL DIFFER PER
FINISH MATERIAL SELECTION.
VENT ALL KITCHEN AND BATH
FANS TO THE EXTERIOR.
INTERCONNECT ALL SMOKE
ALARMS IN ACCORDANCE WITH
STATE AND LOCAL CODES.
ALL HABITABLE ROOMS ARE TO BE
PROVIDED WITH 4% VENTILATION
AND 8% NATURAL LIGHT.
WINDOW SIZING, EGRESS, LIGHT
AND VENTILATION INFORMATION
AS LISTED ON THE DETAILS AND
NOTES PAGE.
ALL FLOOR JOIST, DECK JOIST,
BEAM SIZING AND SPACING ARE
TO BE VERIFIED BY A LICENSED
PROFESSIONAL. JOIST SPACING
MAY NEED TO BE CLOSER UNDER
CERTAIN AREAS CONTINGENT ON
FLOOR COVERING SELECTIONS.
M BA
D
S
1
2
9
2
S
T
A
R
R
R
D
C
ORTLAND N Y
6 0 7 . 3 4 5 . 0641
MA T T B A R N E S
A R C H I T ECTURAL DE
S
I
G
N
S
E
R
V
I
C
E
S
A3
S D
C O
SMOKE DETECTOR
CO DETECTOR
NOTICE:
THE CONTRACTOR TAKES FULL
RESPONSIBILITY TO CONSTRUCT
A STRUCTURE THAT IS COMPLIANT
WITH THE LATEST STATE/LOCAL
CODES AND TO FOLLOW MATERIAL
MANUFACTURER'S REQUIREMENTS.
PLANS ARE TO BE CHECKED CAREFULLY
TO PROPERLY SUIT SITE CONDITIONS.
DO NOT SCALE DRAWINGS. ALL
WRITTEN DIMENSIONS ARE TO BE
FOLLOWED AS CLOSE AS POSSIBLE.
SHEET
3 OF 6
DRAWN BY:
09/22/2022
SCALE:1 4" = 1'-0"
DATE:
CHECKED BY:MTB
M. BARNES
GA
L
L
A
G
H
E
R
R
D
.
CO
R
T
L
A
N
D
V
I
L
L
E
,
N
Y
1
3
0
4
5
BR
O
W
N
G
A
R
D
T
R
E
S
I
D
E
N
C
E
EGRESS WINDOW
TEMPERED GLASS WINDOW
FIRST FLOOR PLAN
Square Feet:
LIVING SPACE: 1,776 SQ. FT.
GARAGE: 457 SQ. FT.
ALL WINDOWS AND PATIO DOORS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
CEILING HEIGHT: 9'-1 1 8"
T
E
B
A6
B
A6
A
A5
A
A5
RE
V
I
S
I
O
N
S
:
DA
T
E
BY
9'
-
1
1
8"
C
E
I
L
I
N
G
,
1
-
C
A
R
G
A
R
A
G
E
,
R
E
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
11
/
1
0
/
2
0
2
2
MT
B
RE
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
W
I
N
D
O
W
/
D
O
O
R
U
P
D
A
T
E
S
,
R
O
O
F
-
L
I
N
E
C
H
A
N
G
E
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
12
/
3
0
/
2
0
2
2
MT
B
1 2
15
'
-
0
"
14
'
-
4
1 2"
9'
-
7
1 2"
9'-0"9'-0"
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
10'-73
4"10'-5"10'-5"9'-103
4"
10'-73
4"
3'
-
0
"
6'
-
0
"
15
'
-
0
"
D3
5'-4"
6'
-
8
"
4'-0"
3'-6"4'-0"
11'-10"2'-10"
5'-6"HOLD DOWN CROSSED
AREA 8'-0" BELOW T.O.C.
FOUNDATION WALL 'B'
FOUNDATION WALL 'A'
3'
-
8
1 2"
3'
-
5
1 2"
3'-4"
STORAGE
BASEMENT
4" CONC. SLAB (30OO PSI)
W/ REINFORCEMENT
6 MIL. POLY VAPOR BARRIER UNDER
TOP OF BASEMENT SLAB IS TO BE
7'-8" BELOW TOP OF FOUNDATION WALL 'A'
8'-0" TALL ICF FOUNDATION SYSTEM
1'-1 1 4" WIDE w/ 8" POURED CONCRETE CORE
MIN. 16" x 8" CONTINUOUS WALL FOOTINGS
SAW CUTS PER MASON
GARAGE FLOOR SHALL HAVE
6x6x10 Ga. WIRE MESH
REINFORCEMENT OR EQUAL
UNEXCAVATED GARAGE
4" CONC. SLAB (35OO PSI)
W/ REINFORCEMENT
TOP OF FOUNDATION WALL OF GARAGE TO BE EVEN
WITH TOP OF FOUNDATION WALL 'A' OF HOUSE
TOP OF GARAGE SLAB IS TO BE 12" BELOW TOP OF
FOUNDATION WALL OF GARAGE AT OVERHEAD GARAGE DOOR
GA
R
A
G
E
S
L
A
B
I
S
T
O
S
L
O
P
E
M
I
N
.
18"
P
E
R
1
'
-
0
"
TO
D
R
A
I
N
T
O
W
A
R
D
S
O
V
E
R
H
E
A
D
D
O
O
R
S
4'-13
4"4'-13
4"12'-81
2"
HOLD DOWN CROSSED AREA 16" BELOW T.O.C.
21'-0"
19'-103
4"
12
'
-
0
"
24'-1 1
4"
23'-0"18'-0"
62'-0"
A8
45
"
x
1
9
1
2"
MA
S
O
N
R
Y
OP
E
N
I
N
G
11
'
-
1
1 2"
3'
-
1
1 2"
13
'
-
0
"
5'
-
0
"
18
'
-
0
"
22
'
-
0
"
40
'
-
0
"
0'
-
9
1 4"
3'
-
5
1 2"
HO
L
D
D
O
W
N
CR
O
S
S
E
D
A
R
E
A
13
3
4"B
E
L
O
W
T.
O
.
C
.
17
'
-
9
1 4"
45" x 19 1 2"
MASONRY
OPENING
A8
45
"
x
1
9
1
2"
MA
S
O
N
R
Y
OP
E
N
I
N
G
18'-11
2"40'-11
2"
20'-0"42'-0"
62'-0"
16
'
-
6
"
22
'
-
6
"
39
'
-
0
"
14
'
-
7
1 2"
20
'
-
7
1 2"
DECK BEAM ABOVE
7'-53
4"7'-6"7'-6"7'-6"7'-53
4"
DECK BEAM ABOVE
0'-3 1
4"
0'
-
3
1 4"
11
'
-
8
3 4"
0'-3 1
4"
0'
-
3
1 4"
8'
-
5
3 4"
8'
-
6
"
8'
-
5
3 4"
0'-3 1
4"
0'
-
3
1 4"
11'-83
4"
EDGE OF DECK ABOVE
DECK BEAM ABOVE
DECK BEAM ABOVE
EDGE OF DECK ABOVE
2x
8
P
.
T
.
D
E
C
K
J
O
I
S
T
S
AB
O
V
E
@
1
2
"
O
.
C
.
2x
8
P
.
T
.
D
E
C
K
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
DE
C
K
B
E
A
M
A
B
O
V
E
2x
8
P
.
T
.
D
E
C
K
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
2x
8
P
.
T
.
D
E
C
K
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
4" DEEP x 6 1 4" WIDE x 8 1 4" TALL
BEAM POCKET IN CONCRETE
4" DEEP x 4 1 2" WIDE x 8 1 4" TALL
BEAM POCKET IN CONCRETE
FULLY DROPPED
(2)-PLY 9-1/2" LVL BEAM
FULLY DROPPED
(3)-PLY 9-1/2" LVL BEAM
FULLY DROPPED
(2)-PLY 9-1/2" LVL BEAM
9'-113
4"
2x
1
0
F
L
O
O
R
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
9'
-
0
"
9'
-
0
"
UP
13R, 12T
DETAIL A
SILL SEAL
CONC WALL
2x__ P.T. WALL PLATE
ANCHOR BOLTS
(NOT BY HBS)
SILL PLATE DETAIL
ANCHOR BOLTS ARE
TO BE INSTALLED
AT A MAXIMUM OF
6'-0" O.C. WITH NO
LESS THAN (2)-BOLTS
IN ONE LENGTH OF
WALL PLATE. ONE BOLT
TO BE NO MORE THAN 12"
FROM THE CUT END OF PLATE
CONC WALLS ARE RARELY BUILT COMPLETELY LEVEL AT THE TOP
SURFACE. IT IS IMPORTANT TO INSTALL THE SILL SEAL UNDER THE
WALL PLATE. IT IS ALSO IMPORTANT TO INSTALL THE WALL PLATE
SQUARE AND LEVEL. IT MAY BE NECESSARY TO SHIM UNDER
THE WALL PLATE. (SHIMS NOT BY HBS)
NOTE:
BEFORE INSTALLING THE WALL PLATE - IT IS
NECESSARY TO NOT ONLY CHECK THE CONC
WALL FOR LEVEL, BUT ALSO FOR SQUARE AND
PROPER SIZE. SQUARE CAN BE CHECKED BY
MEASURING DIAGONALS - DIAGONALS WILL BE
EQUAL. THE WALL PLATE MUST BE INSTALLED
BOTH SQUARE AND LEVEL.
REFER TO HBS PLAN DIMENSIONS.
DO NOT FOLLOW OUTSIDE EDGE OF FOUNDATION.
2x8 P
.
T
.
W
A
L
L
P
L
A
T
E
W/ SIL
L
S
E
A
L
U
N
D
E
R
CONC
R
E
T
E
W
A
L
L
WOOD
G
I
R
D
E
R
S
E
T
S
I
N
POCK
E
T
O
F
C
O
N
C
W
A
L
L
NOTC
H
W
A
L
L
P
L
A
T
E
AS N
E
C
E
S
S
A
R
Y
GIRDER POCKET DETAIL
(BLO
C
K
O
R
P
O
U
R
E
D
)
*IF USING ANY OTHER FOUNDATION
SYSTEM, SEE MANUFACTURERS SPEC'S
NOTE:
1) PROVIDE 1/2" AIR SPACE AT ENDS AND
SIDES OF WOOD GIRDER. USE STEEL SHIMS
AS NECESSARY. WOOD SHIMS ARE NOT
ACCEPTABLE UNDER ENDS OF GIRDER.
2) GIRDER TO SIT A MIN. 4" ON BEARING
WALL. SEE FOUNDATION PLAN FOR
GIRDER POCKET SIZE.
CROSSED AREAS OF FOUNDATION WALLS ARE TO BE
HELD DOWN BELOW TOP OF INDICATED FOUNDATION
WALLS TO ACCEPT CONCRETE SLAB OVER. SEE PLAN
FOR DISTANCE OF HOLD DOWN BELOW CONCRETE WALL.
FOUNDATION WALL 'A'
1'-1 1 4" ICF FOUNDATION WALL SYSTEM
2 5 8" EPS FOAM INSULATION EITHER SIDE OF CONCRETE
8" POURED CONCRETE FOUNDATION WALL CORE
W/ 16" x 8" CONTINUOUS FOOTING
WALL TYPE LEGEND:
FOUNDATION WALL 'B'
8" POURED CONCRETE WALL
W/ 16" x 8" CONTINUOUS FOOTING
TO BE HELD DOWN 1'-8" BELOW
TOP OF FOUNDATION WALL 'A'
47
'
-
4
"
7'
-
4
"
FOUNDATION WALL 'C'
8" POURED CONCRETE FROST WALL
W/ 16" x 8" CONTINUOUS FOOTING
EDGE OF WOOD
FRAMING ABOVE
2x
1
0
F
L
O
O
R
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
2x
1
0
F
L
O
O
R
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
2x
1
0
F
L
O
O
R
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
2x
1
0
F
L
O
O
R
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
EXTERIOR OF INSULATED CONCRETE FORM FOUNDATION SYSTEM IS TO BE
U.V. PROTECTED BY STUCCO, PARGING, CULTURED STONE OR OTHER METHOD
PER MANUFACTURER'S SPECIFICATIONS AND LOCAL REQUIREMENTS.
THERMAL BARRIER ON ENTIRE INTERIOR FOUNDATION SURFACE REQUIRED
TO BE INSTALLED PRIOR TO OCCUPANCY. CONSULT MANUFACTURER'S
SPECIFICATIONS AND LOCAL REQUIREMENTS.
IT IS RECOMMENDED THAT WIRE MESH, FIBER-CRETE,
OR OTHER REINFORCEMENT BE PLACED IN CONCRETE SLABS,
ALONG WITH SAW CUTS WHERE DEEMED APPROPRIATE.
***NOTE***
ILLUMINATION MUST BE PROVIDED
OVER STAIRS AND LANDINGS TO
PROVIDE A MINIMUM LIGHT LEVEL
OF 10 FOOT CANDLES AS MEASURED
AT STAIR SURFACE.
***NOTE***
1 2" SHEETROCK MUST ENCLOSE UNDERSIDE
OF ANY BASEMENT STAIRS WITH WALLS
CREATING AN ENCLOSED SPACE UNDERNEATH.
***NOTE***
STAIR RAILING IS TO BE LOCATED
34"-38" ABOVE NOSE OF TREADS
AND CONSTRUCTED SUCH THAT A 4"
SPHERE CANNOT PASS THROUGH
SURFACE APPLIED HAND RAIL BRACKETS
ARE TO BE LOCATED 36" O.C. OR LESS AND
NO MORE THAN 12" FROM EACH END OF THE
RAIL, SPACING RAIL A MINIMUM OF 1 1 2" FROM WALL
IN LIEU OF A GEOTECHNICAL EVALUATION, FOOTING DESIGN
SHOWN ASSUMES A MINIMUM SOLID BEARING CAPACITY OF
2,000 PSF BASED ON TABLE R401.4.1 AND SOIL TYPES OF GE,
GP, SW, SP, SM, SC, GM OR GC (FROM TABLE R405.1). SHOULD
ACTUAL SITE SOIL CONDITIONS DIFFER FROM SOIL TYPES
MENTIONED, NOTIFICATION SHOULD BE MADE FOR FURTHER
REVIEW AND POSSIBLE DESIGN MODIFICATION BEFORE
THE TIME OF CONSTRUCTION.
PROVIDE A 4" ROUND PERFORATED DRAINAGE PIPE AT THE
BASE OF THE FOOTING COVERED WITH FILTER FABRIC
TO MAINTAIN DRAINAGE TO DAYLIGHT OR OTHER LOCALLY
APPROVED METHOD.
CONCRETE DESIGN STRENGTH TO BE 3,000 PSI MIN. OR AS
PRESCRIBED BY TABLE R-402.2, WITH REINFORCEMENT AS
REQUIRED.
S D
10
'
-
0
"
9'
-
0
"
4" DEEP x 4 1 2" WIDE x 8 1 4" TALL
BEAM POCKET IN CONCRETE
2x
1
0
F
L
O
O
R
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
MIN. 30" x 30" x 12"
POST FOOTING
W/ (2) ea. #5 REBAR
W/ MIN. 3-1 2" DIA.
STEEL POST ABOVE
6'
-
2
3 4"
0'
-
3
1 4"
6'
-
6
"
EDGE OF DECK ABOVE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
3'-6"8'-0"8'-0"
2x
8
P
.
T
.
D
E
C
K
J
O
I
S
T
S
AB
O
V
E
@
1
6
"
O
.
C
.
3'-6"
A8
10" SONO TUBE
4X4 W/ SIMPSON ABA44Z BASE
M BA
D
S
1
2
9
2
S
T
A
R
R
R
D
CORTLAND N Y
6 0 7 . 3 4 5 . 064
1
MA T T B A R N E S
A R C H I T ECTURAL DE
S
I
G
N
S
E
R
V
I
C
E
S
A4
NOTICE:
THE CONTRACTOR TAKES FULL
RESPONSIBILITY TO CONSTRUCT
A STRUCTURE THAT IS COMPLIANT
WITH THE LATEST STATE/LOCAL
CODES AND TO FOLLOW MATERIAL
MANUFACTURER'S REQUIREMENTS.
PLANS ARE TO BE CHECKED CAREFULLY
TO PROPERLY SUIT SITE CONDITIONS.
DO NOT SCALE DRAWINGS. ALL
WRITTEN DIMENSIONS ARE TO BE
FOLLOWED AS CLOSE AS POSSIBLE.
SHEET
4 OF 6
DRAWN BY:
09/22/2022
SCALE:1 4" = 1'-0"
DATE:
CHECKED BY:MTB
M. BARNES
GA
L
L
A
G
H
E
R
R
D
.
CO
R
T
L
A
N
D
V
I
L
L
E
,
N
Y
1
3
0
4
5
BR
O
W
N
G
A
R
D
T
R
E
S
I
D
E
N
C
E
FOUNDATION NOTES:
1'-1 1 4" ICF FOUNDATION WALL
SYSTEM.
2 5 8" EPS FOAM INSULATION EITHER
SIDE OF 8" POURED CONCRETE
FOUNDATION WALL CORE.
#4 REBAR HORIZONTAL @ 24" O.C.
#5 REBAR VERTICAL @ 48" O.C.
REBAR IS NOT REQUIRED AT FROST
WALLS AND LOCATIONS WITH
BALANCED BACKFILL.
MIN. 16" x 8" CONTINUOUS WALL
FOOTINGS W/ (2) EA. #5 REBAR
CONTINUOUS.
MIN. 10" x 1 2" GALVANIZED ANCHOR
BOLTS @ 6'-0" ON CENTER MAX.
2x8 P.T. DECK PLATE W. SILL SEAL.
BEAM POCKET SIZES AS NOTED.
USE BITUMINOUS DAMP PROOFING.
FILTER FABRIC OVER 4" PERFORATED
DRAIN TILE.
ALL FOOTINGS ARE TO BEAR ON
UNDISTURBED SOIL DEVOID OF ANY
ORGANIC MATERIAL AND NEED TO
REMAIN A MIN. OF 48" BELOW
GRADE AT ALL LOCATIONS.
CHECK ALL DIMENSIONS
THOROUGHLY BEFORE THE START OF
EXCAVATION AND CONSTRUCTION.
INTERCONNECT ALL SMOKE
ALARMS IN ACCORDANCE WITH
STATE AND LOCAL CODES.
S D SMOKE DETECTOR
FOUNDATION PLAN
Square Feet:
FOUNDATION PLAN: 1,565 SQ. FT.
(AS CALCULATED FROM THE INSIDE OF THE EPS FOAM)
ALL WINDOWSRE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
CEILING HEIGHT: 7'-9 1 2" (T.O. CONCRETE TO BOTTOM OF JOISTS)
B
A6
B
A6
A
A5
A
A5
RE
V
I
S
I
O
N
S
:
DA
T
E
BY
9'
-
1
1
8"
C
E
I
L
I
N
G
,
1
-
C
A
R
G
A
R
A
G
E
,
R
E
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
11
/
1
0
/
2
0
2
2
MT
B
RE
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
W
I
N
D
O
W
/
D
O
O
R
U
P
D
A
T
E
S
,
R
O
O
F
-
L
I
N
E
C
H
A
N
G
E
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
12
/
3
0
/
2
0
2
2
MT
B
1 2
MULTI-PLY LVL BEAMS ARE
TO BE BOLTED OR GANG
NAILED IN THE PATTERN
RECOMMENDED BY THE
MANUFACTURER (TYP.)
MIN. 16" x 8" CONTINUOUS
CONCRETE FOOTER
(2) Ea. #5 REBAR CONTINUOUS
OVER CRUSHED STONE
FILTER FABRIC
OVER 4" DRAIN TILE
(AS MAY BE REQUIRED)
FOOTING DRAINAGE IS
TO BE TO DAYLIGHT PER
LOCALLY APPROVED METHOD
7'
-
0
"
CL
E
A
R
A
N
C
E
GRADE
6 MIL. POLY
VAPOR BARRIER
4" CRUSHED STONE BED
4" CONC. SLAB (30OO PSI)
W/ REINFORCEMENT
GRADE
712"
9'
-
8
5 8"
7'
-
9
1 2"
MIN. 30" x 30"
CONCRETE POST FOOTING
(2) Ea. #5 REBAR CONTINUOUS
OVER CRUSHED STONE
(3)-PLY 1-3 4" x 9-1 2" LVL
GIRDER
3-1 2" DIAMETER
ADJUSTABLE
STEEL POST (TYP.)
2x8 P.T. DECK
PLATE (TYP.)
W/ SILL SEAL
MIN. 10" x 1 2"
GALVANIZED
ANCHOR BOLTS
@ 6'-0" ON
CENTER MAX
1'-1 1 4" ICF FOUNDATION WALL SYSTEM
2 5 8" EPS FOAM INSULATION EITHER SIDE OF CONCRETE
8" POURED CONCRETE FOUNDATION WALL CORE
#4 REBAR HORIZONTAL @ 24" O.C.
#5 REBAR VERTICAL @ 48" O.C.
EXTERIOR OF INSULATED CONCRETE
FORM FOUNDATION SYSTEM IS TO BE
U.V. PROTECTED BY STUCCO, PARGING,
CULTURED STONE OR OTHER METHOD
PER MANUFACTURER'S SPECIFICATIONS
AND LOCAL REQUIREMENTS.THERMAL BARRIER ON ENTIRE
INTERIOR FOUNDATION SURFACE
REQUIRED TO BE INSTALLED PRIOR
TO OCCUPANCY. CONSULT MANUFACTURER'S
SPECIFICATIONS AND LOCAL REQUIREMENTS.
BASEMENT
OFFICE
2x10 FLOOR JOISTS @ 16" O.C.BRIDGING BETWEEN JOISTS AS REQUIRED2x10 FLOOR JOISTS @ 16" O.C.
3 4" HI-PERFORMANCE
T&G SUBLOOR
2x4
INTERIOR
WALL
DOUBLE TOP PLATE (TYP.)
SINGLE BOTTOM PLATE (TYP.)
6" R-21 INSULATION (TYP.)
W/ INTERIOR SIDE VAPOR BARRIER
R-38 CEILING INSULATION (TYP.)
2x6 EXTERIOR WALL (TYP.)
(16" O.C. STUD SPACING)
VINYL SIDING
5 8" GYPSUM BOARD
(RECOMMENDED WITH 24" O.C. TRUSS SPACING)
1 2" GYPSUM BOARD
1'
-
0
"
ENERGY HEEL (TYP.)
6
12
VENTED VINYL SOFFIT
(TYP.) AT EAVES
1'-0"
DRIP EDGE W/STARTER SHINGLE
ALUMINUM FASCIA
RIDGE VENT
30 YR. ARCHITECTURAL SHINGLES
2'-0"
ICE ANT WATER SHIELD TO
EXTEND IN FROM EDGE OF
ROOF TO A POINT 24" IN FROM
THE INTERIOR FACE OF THE
EXTERIOR WALL
PRE-ENGINEERED ROOF TRUSSES
AS DESIGNED BY TRUSS MANUFACTURER
TO BE SPACED AT 24" O.C.
60 Lb. GROUND SNOW LOAD
WEB CONFIGURATION IS FOR
REPRESENTATION ONLY
ROLLED ALUMINUM FLASHING
TO BE INSTALLED AT ALL ROOF VALLEYS
AS NEEDED
GRADE TO SLOPE AWAY
FROM HOUSE AT A MIN.
6" IN THE FIRST 10'-0"
5 8" O.S.B ROOF SHEATHING
W/ SYNTHETIC MOISTURE
BARRIER BENEATH
7 16" O.S.B. WALL SHEATHING
W/ SEMI-PERMEABLE
HOUSE WRAP UNDERNEATH
8"
MI
N
.
TOP OF HOUSE FOOTER
8'
-
0
"
8'
-
1
1
1 2"
9'
-
1
1 8"
TOP OF FOUNDATION WALL
TOP OF FIRST FLOOR
TOP OF WALL PLATE
20
'
-
1
0
1 8"
TOP OF MAIN ROOF RIDGE
2x8 P.T. JOISTS @ 16" O.C.
10" SONO TUBE
TO EXTEND A MIN.
48" BELOW GRADE
LIVING
ROOM
(3)-PLY 1-3 4" x 9-1 2" LVL
GIRDER
M BA
D
S
1
2
9
2
S
T
A
R
R
R
D
CORTLAND N Y
6 0 7 . 3 4 5 . 064
1
MA T T B A R N E S
A R C H I T ECTURAL DE
S
I
G
N
S
E
R
V
I
C
E
S
A5
NOTICE:
THE CONTRACTOR TAKES FULL
RESPONSIBILITY TO CONSTRUCT
A STRUCTURE THAT IS COMPLIANT
WITH THE LATEST STATE/LOCAL
CODES AND TO FOLLOW MATERIAL
MANUFACTURER'S REQUIREMENTS.
PLANS ARE TO BE CHECKED CAREFULLY
TO PROPERLY SUIT SITE CONDITIONS.
DO NOT SCALE DRAWINGS. ALL
WRITTEN DIMENSIONS ARE TO BE
FOLLOWED AS CLOSE AS POSSIBLE.
SHEET
5 OF 6
DRAWN BY:
09/22/2022
SCALE:3 8" = 1'-0"
DATE:
CHECKED BY:MTB
M. BARNES
GA
L
L
A
G
H
E
R
R
D
.
CO
R
T
L
A
N
D
V
I
L
L
E
,
N
Y
1
3
0
4
5
BR
O
W
N
G
A
R
D
T
R
E
S
I
D
E
N
C
E
GENERAL NOTES:
ALL WORK IS TO BE COMPLETED IN
ACCORDANCE WITH THE LATEST
STATE AND LOCAL CODES.
THE CONTRACTOR IS TO CAREFULLY
CHECK THE PLANS AND IS
RESPONSIBLE TO RECTIFY ANY
MODIFICATIONS DUE TO SITE
CONDITIONS, LOCAL AND
MANUFACTURER REQUIREMENTS.
DO NOT CUT, DRILL OR ALTER
PRE-ENGINEERED TRUSSES IN ANY
WAY. ALTERED TRUSSES HAVE AN
EFFECT ON THE OVERALL STRENGTH
AND THE INTEGRITY OF THE
STRUCTURE. A LICENSED
PROFESSIONAL SHOULD BE
CONTACTED IF IT IS DISCOVERED
THAT A TRUSS ASSEMBLY HAS BEEN
COMPROMISED IN ORDER TO
DETERMINE A PROPER REPAIR OR
REPLACEMENT. THE CONTRACTOR IS
RESPONSIBLE TO ENSURE THAT ALL
STRUCTURAL COMPONENTS REMAIN
SOUND AND MEET CODE.
DIMENSIONS SHOWN ARE FRAMING
TO FRAMING. FINAL DIMENSIONS
WILL DIFFER PER FINISH MATERIAL
SELECTION. FOLLOW WRITTEN
DIMENSIONS AS CLOSE AS
POSSIBLE.
ALL FOOTINGS ARE TO BEAR ON
UNDISTURBED SOIL DEVOID OF ANY
ORGANIC MATERIAL AND ARE TO
REMAIN A MIN. 48" BELOW GRADE
AT ALL LOCATIONS.
INSULATION BAFFLES ARE TO BE
LOCATED BETWEEN TRUSSES, AS
NOTED, TO ENSURE A CONTINUOUS
2" AIR SPACE BETWEEN INSULATION
AND ROOF SHEATHING FROM
SOFFIT TO RIDGE VENT.
FIRE-BLOCKING IS PROVIDED AS
SHOWN THROUGH THE USE OF A TOP
AND BOTTOM PLATE. ADDITIONAL
FIRE-BLOCKING AS ME BE REQUIRED
LOCALLY IS TO BE THE
RESPONSIBILITY OF THE
CONTRACTOR.
BEAM POCKETS IN CONCRETE AS
NOTED TO ENSURE A MIN. 1 2" SPACE
AT SIDES AND ENDS, SITTING ON
STEEL SHIMS AND HAVING A MIN.
OF 3" BEARING.
USE BITUMINOUS DAMP PROOFING.
USE FILTER FABRIC OVER A 4"
PERFORATED DRAIN PIPE AT THE
BASE OF FOOTINGS TO ENSURE
PROPER DRAINAGE TO DAYLIGHT AS
REQUIRED.
MECHANICALLY VENT ALL KITCHEN
AND BATH FANS TO THE EXTERIOR.
INTERCONNECT ALL SMOKE ALARMS
IN ACCORDANCE WITH STATE AND
LOCAL CODES. USE A BATTERY
BACK-UP AS A FAIL SAFE.
ALL HABITABLE ROOMS ARE TO BE
PROVIDED WITH 4% OF VENT AND
8% NATURAL LIGHT.
PRE-ENGINEERED TRUSSES ARE TO
BE DESIGNED TO CONFORM WITH
ALL LOCAL DESIGN LOAD
REQUIREMENTS AND MATERIALS
USED.
LUMBER SPECIES:
NO. 2 SPF OR BETTER:
FRAMED POSTS, BEAMS, HEADERS,
JOISTS AND RAFTERS
NO. 3 SPF OR BETTER:
SOLE PLATES, BLOCKING, BRIDGING,
ETC.
STUD GRADE SPF:
WALL STUDS
WALL AND ROOF SHEATHING:
SEE SECTION DETAILS
PRESSURE TREATED MATERIAL:
ACQ SOUTHERN YELLOW PINE
(USE APPROVED COPPER OR
MEMBRANE FLASHING AND
STAINLESS STEEL OR GALVANIZED
HARDWARE)
LAMINATED VANEER LUMBER:
SEE MANUFACTURER SPECS
CURRENT CODE:
2020 NEW YORK STATE UNIFORM CODE
(2018 IRC, 2018 IECC)
CROSS SECTION A-A
FOOTINGS TO EXTEND A MIN. 48" BELOW GRADE
GRADE SHOWN IS FOR REPRESENTATION ONLY
SCALE: 3 8" = 1'-0"
RE
V
I
S
I
O
N
S
:
DA
T
E
BY
9'
-
1
1
8"
C
E
I
L
I
N
G
,
1
-
C
A
R
G
A
R
A
G
E
,
R
E
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
11
/
1
0
/
2
0
2
2
MT
B
RE
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
W
I
N
D
O
W
/
D
O
O
R
U
P
D
A
T
E
S
,
R
O
O
F
-
L
I
N
E
C
H
A
N
G
E
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
12
/
3
0
/
2
0
2
2
MT
B
1 2
WINDOW INFORMATION
LABEL QUANTITY CALL NUMBER ROUGH OPENING
EGRESS HEIGHT
(IN.)
EGRESS WIDTH
(IN.)
CLEAR OPENING
(SQ. FT.)
NATURAL LIGHT
(SQ. FT.)
VENTILATION
(SQ. FT.)
WINDOW
STYLE
A1 2 ESDH2046-ESDHP4046-ESDH2046
(FIXED CENTER UNIT)8'-0" x 4'-6"22 13 64"
(PER ESDH2046 UNITS)
20 9 16"
(PER ESDH2046 UNITS)
3.17
(PER ESDH2046 UNITS)
26.37
(TOTAL INCLUDING OPERABLE AND FIXED UNITS)
3.17
(PER ESDH2046 UNITS)
DOUBLE HUNG
(6 9 16" JAMBS)
A2 4 ESDH3050 3'-0" x 5'-0"25 13 64 32 9 16"5.70 11.17 5.70
DOUBLE HUNG
(6 9 16" JAMBS)
A3 1 ESDHP3020 N/A
(FIXED UNIT)
N/A
(FIXED UNIT)
N/A
(FIXED UNIT)3.17 N/A
(FIXED UNIT)
DOUBLE HUNG
(6 9 16" JAMBS)
A4 1 ESDH3050 3'-0" x 5'-0"25 13 64 32 9 16"5.70 11.17 5.70
DOUBLE HUNG
(6 9 16" JAMBS)
A5 1 CA2030 2W 4'-0" x 3'-0"30 5 16
(PER UNIT)
14 43 64
(PER UNIT)3.09 3.69 3.09
CASEMENT
(6 9 16" JAMBS)
A6 2 ESDH3650 3'-6" x 5'-0"25 13 64 38 9 16"6.75 13.36 6.75
DOUBLE HUNG
(6 9 16" JAMBS)
A7 1 ESDH3050 3'-0" x 5'-0"25 13 64 32 9 16"5.70 11.17 5.70
DOUBLE HUNG
(4 9 16" JAMBS)
A8 3 ESGL3618 XO 3'-6" x 1'-6"15 5364 17 13 16 1.96 3.92 1.96 GLIDER
(6 9 16" JAMBS)
E
T
E
E
DOOR INFORMATION
LABEL CALL NUMBER
QUANTITY ROUGH OPENING STYLE
D1 3068 EXT.1 3'-2 1 2" X 6'-11"ENTRANCE DOOR
D2 3068 EXT.1 3'-2 1 2" X 6'-11"SERVICE DOOR
D3 3068 EXT.1 3'-2 1 2" X 6'-11"BASEMENT DOOR
D4 3068 EXT. FD 1 3'-2 1 2" X 6'-11"FIRE DOOR
D5 12x8 OHD 1 12'-1 1 2" X 8'-0 3 4"OVERHEAD DOOR
D6 IFSPD60610 OX 1 6'-0" X 6'-10"PATIO DOOR
-2068 INTERIOR 1 2'-2" x 6'-10 1 4"INTERIOR SWING DOOR
-2668 INTERIOR 2 2'-8" x 6'-10 1 4"INTERIOR SWING DOOR
-2868 INTERIOR 9 2'-10" x 6'-10 1 4"INTERIOR SWING DOOR
-3068 BI-FOLD 1 3'-1 1 2" x 6'-10 1 4"INTERIOR BI-FOLD DOOR
-4068 BI-FOLD 1 4'-1 1 2" x 6'-10 1 4"INTERIOR BI-FOLD DOOR
-5068 BI-FOLD 1 5'-1 1 2" x 6'-10 1 4"INTERIOR BI-FOLD DOOR
-6068 BI-FOLD 1 6'-1 1 2" x 6'-10 1 4"INTERIOR BI-FOLD DOOR
6/
1
2
6/126/12
6/126/12
6/
1
2
34
"
t
o
3
6
"
3'-81
2"
3'-51
2"
7'
-
9
1 2"
7'
-
0
"
CL
E
A
R
A
N
C
E
71516
"
9"
(13
)
7
15 16" RI
S
E
(12
)
9
"
R
U
N
W/
1
1 4" N
O
S
I
N
G
101
4"GRADE
6 MIL. POLY
VAPOR BARRIER
4" CRUSHED STONE BED
4" CONC. SLAB (30OO PSI)
W/ REINFORCEMENT
STAIR WELL
MIN. 16" x 8" CONTINUOUS
CONCRETE FOOTER
(2) Ea. #5 REBAR CONTINUOUS
OVER CRUSHED STONE
SHOE LEDGE
M BA
D
S
1
2
9
2
S
T
A
R
R
R
D
CORTLAND N Y
6 0 7 . 3 4 5 . 064
1
MA T T B A R N E S
A R C H I T ECTURAL DE
S
I
G
N
S
E
R
V
I
C
E
S
A6
NOTICE:
THE CONTRACTOR TAKES FULL
RESPONSIBILITY TO CONSTRUCT
A STRUCTURE THAT IS COMPLIANT
WITH THE LATEST STATE/LOCAL
CODES AND TO FOLLOW MATERIAL
MANUFACTURER'S REQUIREMENTS.
PLANS ARE TO BE CHECKED CAREFULLY
TO PROPERLY SUIT SITE CONDITIONS.
DO NOT SCALE DRAWINGS. ALL
WRITTEN DIMENSIONS ARE TO BE
FOLLOWED AS CLOSE AS POSSIBLE.
SHEET
6 OF 6
DRAWN BY:
09/22/2022
SCALE:AS NOTED
DATE:
CHECKED BY:MTB
M. BARNES
GA
L
L
A
G
H
E
R
R
D
.
CO
R
T
L
A
N
D
V
I
L
L
E
,
N
Y
1
3
0
4
5
BR
O
W
N
G
A
R
D
T
R
E
S
I
D
E
N
C
E
ROOF SLOPE DIAGRAM
SCALE: 1 8" = 1/-0"
GENERAL NOTES:
ALL WORK IS TO BE COMPLETED IN
ACCORDANCE WITH THE LATEST
STATE AND LOCAL CODES.
THE CONTRACTOR IS TO CAREFULLY
CHECK THE PLANS AND IS
RESPONSIBLE TO RECTIFY ANY
MODIFICATIONS DUE TO SITE
CONDITIONS, LOCAL AND
MANUFACTURER REQUIREMENTS.
DO NOT CUT, DRILL OR ALTER
PRE-ENGINEERED TRUSSES IN ANY
WAY. ALTERED TRUSSES HAVE AN
EFFECT ON THE OVERALL STRENGTH
AND THE INTEGRITY OF THE
STRUCTURE. A LICENSED
PROFESSIONAL SHOULD BE
CONTACTED IF IT IS DISCOVERED
THAT A TRUSS ASSEMBLY HAS BEEN
COMPROMISED IN ORDER TO
DETERMINE A PROPER REPAIR OR
REPLACEMENT. THE CONTRACTOR IS
RESPONSIBLE TO ENSURE THAT ALL
STRUCTURAL COMPONENTS REMAIN
SOUND AND MEET CODE.
DIMENSIONS SHOWN ARE FRAMING
TO FRAMING. FINAL DIMENSIONS
WILL DIFFER PER FINISH MATERIAL
SELECTION. FOLLOW WRITTEN
DIMENSIONS AS CLOSE AS
POSSIBLE.
ALL FOOTINGS ARE TO BEAR ON
UNDISTURBED SOIL DEVOID OF ANY
ORGANIC MATERIAL AND ARE TO
REMAIN A MIN. 48" BELOW GRADE
AT ALL LOCATIONS.
INSULATION BAFFLES ARE TO BE
LOCATED BETWEEN TRUSSES, AS
NOTED, TO ENSURE A CONTINUOUS
2" AIR SPACE BETWEEN INSULATION
AND ROOF SHEATHING FROM
SOFFIT TO RIDGE VENT.
FIRE-BLOCKING IS PROVIDED AS
SHOWN THROUGH THE USE OF A TOP
AND BOTTOM PLATE. ADDITIONAL
FIRE-BLOCKING AS ME BE REQUIRED
LOCALLY IS TO BE THE
RESPONSIBILITY OF THE
CONTRACTOR.
BEAM POCKETS IN CONCRETE AS
NOTED TO ENSURE A MIN. 1 2" SPACE
AT SIDES AND ENDS, SITTING ON
STEEL SHIMS AND HAVING A MIN.
OF 3" BEARING.
USE BITUMINOUS DAMP PROOFING.
USE FILTER FABRIC OVER A 4"
PERFORATED DRAIN PIPE AT THE
BASE OF FOOTINGS TO ENSURE
PROPER DRAINAGE TO DAYLIGHT AS
REQUIRED.
MECHANICALLY VENT ALL KITCHEN
AND BATH FANS TO THE EXTERIOR.
INTERCONNECT ALL SMOKE ALARMS
IN ACCORDANCE WITH STATE AND
LOCAL CODES. USE A BATTERY
BACK-UP AS A FAIL SAFE.
ALL HABITABLE ROOMS ARE TO BE
PROVIDED WITH 4% OF VENT AND
8% NATURAL LIGHT.
PRE-ENGINEERED TRUSSES ARE TO
BE DESIGNED TO CONFORM WITH
ALL LOCAL DESIGN LOAD
REQUIREMENTS AND MATERIALS
USED.
LUMBER SPECIES:
NO. 2 SPF OR BETTER:
FRAMED POSTS, BEAMS, HEADERS,
JOISTS AND RAFTERS
NO. 3 SPF OR BETTER:
SOLE PLATES, BLOCKING, BRIDGING,
ETC.
STUD GRADE SPF:
WALL STUDS
WALL AND ROOF SHEATHING:
SEE SECTION DETAILS
PRESSURE TREATED MATERIAL:
ACQ SOUTHERN YELLOW PINE
(USE APPROVED COPPER OR
MEMBRANE FLASHING AND
STAINLESS STEEL OR GALVANIZED
HARDWARE)
LAMINATED VANEER LUMBER:
SEE MANUFACTURER SPECS
CURRENT CODE:
2020 NEW YORK STATE UNIFORM CODE
(2018 IRC, 2018 IECC)
E WINDOW MEETS EGRESS REQUIREMENTS FOR NYS (MIN. 5.7 SQ. FT. CLEEAR OPENING, MIN. 24" EGRESS HEIGHT AND MIN. 20" EGRESS WIDTH)
T WINDOW GLASS TO BE TEMPERED PER CODE REQUIREMENTS
WINDOWS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
PATIO DOORS ARE ALL-ULTREX ESSENTIAL SERIES BY MARVIN
X-OPERABLE PANEL
O-STATIONARY PANEL
NATURAL LIGHT AND VENTILATION FOR HABITABLE ROOMS:
ALL HABITABLE ROOMS ARE TO BE PROVIDED WITH 4% VENT AND 8% NATURAL LIGHT.
LIVING ROOM
(ESDH2046-ESDHP4046-ESDH2046)
(3068 EXT.)
13.21 SQ. FT. VENT REQUIRED
26.34 SQ. FT. VENT PROVIDED
26.42 SQ. FT. LIGHT REQUIRED
32.00 SQ. FT. LIGHT PROVIDED
MASTER BEDROOM
(3-ESDH3050)
10.86 SQ. FT. VENT REQUIRED
17.10 SQ. FT. VENT PROVIDED
21.72 SQ. FT. LIGHT PROVIDED
33.51 SQ. FT. LIGHT PROVIDED
DINING ROOM
(ESDH2046-ESDHP4046-ESDH2046) (SPD6068 XO)
6.42 SQ. FT. VENT REQUIRED
23.15 SQ. FT VENT PROVIDED
12.85 SQ. FT. LIGHT REQUIRED
57.57 SQ. FT. LIGHT PROVIDED
BEDROOM #2
(ESDH3650)
5.36 SQ. FT. VENT REQUIRED
6.75 SQ. FT. VENT PROVIDED
10.71 SQ. FT. LIGHT REQUIRED
13.36 SQ. FT. LIGHT PROVIDED
OFFICE
(ESDH3650)
4.28 SQ. FT. VENT REQUIRED
6.75 SQ. FT. VENT PROVIDED
8.56 SQ. FT. LIGHT PROVIDED
13.36 SQ. FT. LIGHT PROVIDED
STAIR NOTES:
RISER HEIGHT AND TREAD EPTH AS
NOTED.
HANDRAIL WIDTHS ARE TO BE
MAXIMUM OF 2" IN DIAMETER AND
BRACKETS ARE TO BE INSTALLED AT
MANUFACTURER'S REQUIREMENTS.
1 2" SHEETROCK MUST BE INSTALLED
UNDER ANY ENCLOSED BASEMENT
STAIRS.
ILLUMINATION MUST BE PROVIDED
OVER ALL STEPS AND LANDINGS TO
CREATE A MINIMUM LIGHT LEVEL OF
TEN FOOT CANDLES AS MEASURED
AT THE STAIR SURFACE.
CROSS SECTION B-B
SCALE: 3 8" = 1/-0"
ALL INTERIOR DOORS TO HAVE 4 9 16" JAMBS
RE
V
I
S
I
O
N
S
:
DA
T
E
BY
9'
-
1
1
8"
C
E
I
L
I
N
G
,
1
-
C
A
R
G
A
R
A
G
E
,
R
E
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
11
/
1
0
/
2
0
2
2
MT
B
RE
V
I
S
E
D
I
N
T
E
R
I
O
R
L
A
Y
O
U
T
,
W
I
N
D
O
W
/
D
O
O
R
U
P
D
A
T
E
S
,
R
O
O
F
-
L
I
N
E
C
H
A
N
G
E
,
M
I
S
C
.
R
E
V
I
S
I
O
N
S
12
/
3
0
/
2
0
2
2
MT
B
1 2
IIIIIIII �IIIIIIIIIIII III IIII'11111 MAPEl-bS 02080C OS O—tyCeAM
SUBDIVISION PLAT
LANDS OF
BRENDAN J. & CASSANDRA J. BYRNES
BEING PART OF MILITARY LOT NO. 93
TOWN OF CORTLANDVILLE
COUNTY OF CORTLAND
STATE OF NEW YORK
PART OF TAX MAP NO. 105.00.-04-14.2
PART OF REFERENCE DEED: INSTRUMENT NO. 2018-03820
-` -
� s 67
63.03
f'ao" E
1f07'2 AS MEASURED
ALONG CBNTERLINB OF I 4 �"4.00'(R,M)
CALLA
CHER ROAD AS IT WINDS S 80.22'00" N
AND TURNS TO ITS 6400'
INTERSECTION WITH THE r� . (R•y)
CENTERLINE OF S.
CORTLAND-VIRGIL ROAD / I
1 r �
PIERCE FARMS, LLC.
-R. 0. •- 2
INSTRUMENT NO. 2017-02171
(REM "NDER) , V• FIELD BNT CE \ c
� e
I,
r
PROPOSED PARCEL TO BE CONVEYED
I 6. 181 AC. TO CENTERLINB OF ROAD
(8.00 AC. NET TO ASSUMED ROAD BOUNDS) r
t ,
r
1
row �n a PART OF LANDS OF BRENDAN J. A• 1
CASSANDRA A BYRNESPART OF I
♦ �` INST. PART OF TAX AP NO, f05 00 04R1 M 4.2 Il
F
ro (VACANT) ,
tr qr!
roL Jb
crb o
'i S
°
r
FIELD RRFERENC
FARMS,
PIN DAVISON,
\ 1
,♦'`R BRUSB 1
-0/H ELBC.I� O '
�\moo ♦SPIN _ OAP dam_' - 1. ! r
0' 100' It 200' 300'
CRAPHIC SCALE
LEGEND:
EXISTING IRON MONUMENT AS SHOWN
(D
SET 3/4" REBAR AND SURVEY CAP
0
UTILITY POLE
R0.
REPUTED OWNER
(....)
RECORD MEASUREMENT
(RM)
RECORD DISTANCE,
MEASURED DISTANCE
a
LLC.
DA
ABSTRACT OF TITLE NOT REVIEWED PREMISES SURVEYED ARE
SUBJECT TO ANY BASEMENTS, RIGHTS, AND/OR RESTRICTIONS
OF RECORD THAT AN UP TO DATE SEARCH MAY REVEAL
0
CHAIRM CORTLANDVILLE 4
ING
D
/ry `q ✓I
�I q
u i
"
\ � sue•+'
E
\\
41
/ sJ
jt ��i•
Piy oo.
S 67'43'00" B
� ` 41.75'
♦
NOTE: PIN
FOUND 4.4'
A OF LINE I .
REMAINING LANDS OF BRENDAN J. &CASSANDRA J. BYRNES T-BAR
r!
AREA: 8.746 AC.
I
INST. NO, 2018-05820
q c
TAX MAP NO. 106.00-04-14.2
(VACANT)
vi y I
o h
a,o
I
, ,
I ; 1T-BAR
Io
, Sao
M
MAP.- ...LANDS OF PIERCE
MADE BY GARY BRUCE
((( ro
k i
TED MAY 30, 2018
hq1.. i y
C
M
0
/B ELEC.
h
ELgC.
I
N Bl.lp ' 1872y FIELD
jrI00"
BRUSH
PIERCE FARMS, LLC.
•-R.O. •-
INSTRUMENT NO. 2017-02f71
(REMAINDER)
REAGAN LAND SURVEYING NU'[E: Any revinlone to this map moat comply with section 7209, Sllivlalon 2 of
P.O. Box =4 the New York State Education L¢w. All certitication¢ hereon are valid for this map
Dryden New York 19063 and copies thereof only M said ttP or copies beer the embossed seal of the
Phoaa/Fax (B07)) B44-BB37 ,,as
lead surveyor whose signature nppeare hereon. This map is not valid
EMAII: ofltee®rea¢eniaadsurveying. com when used in conjunction with a 'Survey Affidavit" or This
of No -Change .
Data
wn
s rrvveyed 06/20 By. R.REAGAN I Soele: 1"=100' IJob Nn: 20-190 Nr�tunn,ar
t1Nf .i. LF IJL 4.
1 hereby certify to: MlCHABL BROWNCARDT; MICHBLB BROWNGARDT; POYEROY, ARMSTRONC, C' •,..•�•• •• n
s GSULtO, LLP 5 . �..oi+ni'R•. �•G,,'e
O/H OVERHEAD UTUME9 that I am a licensed land surveyor, New York State License No. 049692 sad that this map
correctly delineates as actual survey on the ground made by me or under my direct
U/G UNDERGROUND UTILITIES supervision, that It wan prepared in accordance with the current code of practice for land
titre surve�.dop� by the New York State Aeeociatioa o! Protesafoml Lend 9urveyon; and
PRESENT CENTERLINE OF PAVEMENT that I foule sac achmetoyacross property]leesexcept ea shown
FENCE hereonSignedDated: JUNE 29, 202C
STONES "Copyrightights Reserve F(6egen Lan �urteying"
J —