HomeMy WebLinkAboutCOMCHECK - 20-00700 - Kodiak LLC - Gorilla PerformanceCOMcheck Software Version 4.1.2.2
Envelope Compliance Certificate
Project Title:
2012 IECC
Project Type:New Construction
Vertical Glazing / Wall Area:1%
Location:Rexburg, Idaho
Climate Zone:6b
Construction Site:
Rexburg, ID 83440
Owner/Agent:
Neal Stoddard
Rexburg, ID 83440
Designer/Contractor:
JRW & Associates
1152 Bond Ave.
Rexburg, ID 83440
(208) 359-2309
Project Information
Energy Code:
Neal Stoddard - Steel Building
High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist
report.
Additional Efficiency Package(s)
Building Area Floor Area
1-Workshop : Nonresidential 11250
Envelope Assemblies
Assembly Cavity
R-Value
Cont.
R-Value
Proposed
U-Factor
Budget U-
Factor(a)
Gross Area
or
Perimeter
Floor 1: Slab-On-Grade:Unheated, Vertical 3 ft., [Bldg. Use 1 -
Workshop] (b)
436 ---10.0 0.510 0.540
Roof 1: Metal Building, Screw Down, Liner System without Thermal
Blocks, [Bldg. Use 1 - Workshop]
11250 0.0 36.0 0.027 0.031
NORTH
North Wall: Metal Building Wall, Single Layer Mineral Fiber
(compressed at girt), [Bldg. Use 1 - Workshop]
2352 0.0 30.0 0.032 0.052
North Metal Doors: Insulated Metal, Swinging, [Bldg. Use 1 - Workshop]42 ------0.360 0.370
North Foundation: Solid Concrete:8" Thickness, Normal Density,
Furring: None, [Bldg. Use 1 - Workshop]
278 ---1.4 0.317 0.078
EAST
East Wall: Metal Building Wall, Single Layer Mineral Fiber (compressed
at girt), [Bldg. Use 1 - Workshop]
1485 0.0 30.0 0.032 0.052
East Foundation: Solid Concrete:8" Thickness, Normal Density, Furring:
None, [Bldg. Use 1 - Workshop]
210 ---1.4 0.317 0.078
SOUTH
South Wall: Metal Building Wall, Single Layer Mineral Fiber
(compressed at girt), [Bldg. Use 1 - Workshop]
1955 0.0 30.0 0.032 0.052
Window 1: Vinyl/Fiberglass Frame:Fixed, Perf. Type: Energy code
default, Double Pane with Low-E, Clear , SHGC 0.70, PF 0.29, [Bldg.
Use 1 - Workshop]
15 ------0.550 0.360
South Metal Doors: Insulated Metal, Swinging, [Bldg. Use 1 -
Workshop]
42 ------0.360 0.370
South Door Side Lites: Glass (> 50% glazing):Metal Frame, Non-44 ------0.800 0.770
Project Title:
Data filename:
Neal Stoddard - Steel Building
S:\Drawings\825 - Neal Stoddard Steel Building\825 - Neal Stoddard.cck
07/28/20Report date:
91 ofPage
Assembly Cavity
R-Value
Cont.
R-Value
Proposed
U-Factor
Budget U-
Factor(a)
Gross Area
or
Perimeter
Entrance Door, Perf. Type: Energy code default, Double Pane with
Low-E, Clear , SHGC 0.70, PF 0.29, [Bldg. Use 1 - Workshop]
South Garage Doors: Insulated Metal, Non-Swinging, [Bldg. Use 1 -
Workshop]
392 ------0.110 0.179
South Foundation: Solid Concrete:8" Thickness, Normal Density,
Furring: None, [Bldg. Use 1 - Workshop]
209 ---1.4 0.317 0.078
WEST
West Wall: Metal Building Wall, Single Layer Mineral Fiber (compressed
at girt), [Bldg. Use 1 - Workshop]
1485 0.0 30.0 0.032 0.052
West Foundation: Solid Concrete:8" Thickness, Normal Density,
Furring: None, [Bldg. Use 1 - Workshop]
210 ---1.4 0.317 0.078
(a)Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
(b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors.
Envelope Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed envelope systems have been
designed to meet the 2012 IECC requirements in COMcheck Version 4.1.2.2 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
Name - Title Signature Date
Envelope PASSES: Design 2% better than code
Project Title:
Data filename:
Neal Stoddard - Steel Building
S:\Drawings\825 - Neal Stoddard Steel Building\825 - Neal Stoddard.cck
07/28/20Report date:
92 ofPage