HomeMy WebLinkAboutGarage ADU_APA Shear Wall CalcSTORY 1 STORY 2
APA Wall Bracing Calculator Project Report
Builder/Designer Miller Design Build, LLC
Home/Building Plan Name Sherman Garage ADU
Development Address 116 S. 11th Ave Bozeman, MT 59715
Code BASED ON 2021 IRC
SDC (Seismic Design Category)D0
Wind Speed <= 115 mph
Wind Exposure Category EXPOSURE B
Total Number of Stories 2 STORY
Cripple Wall NO
Mean Roof Height less than 30 ft.YES
Designer Responsibilities:
Check irregularities per IRC section R301.2.2.6
Confirm load path to foundation per IRC section R403.1.6
Design foundations per IRC section R403.1
Include interior braced wall line foundations per IRC Section R602.11
Design cripple walls in one of two ways
Redesignate as the first story and use the calculator
Design by hand per IRC Section R602.10.10.
A B1
2
A B1
2
B1
B1
WALL LINE ELEVATION VIEW
Total Wall Line Length: 15' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
1st Story A CS-WSP 0.81 6.08 0.85 4.08 6.08 15 Compliant
Furthest Distance to Adjacent BWL 24' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 15' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 15' 0"15 6"/12"
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2
B1 B2
WALL LINE ELEVATION VIEW
Total Wall Line Length: 15' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
1st Story B CS-PF 0.81 6.08 0.85 4.08 6.08 6.83 Compliant
Furthest Distance to Adjacent BWL 24' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 15' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-PF 2' 10"7' 0"2.83 3"/3" grid 1,000
B2 8'9'CS-WSP 4' 0"7' 0"4 6"/12"
Include proper PF or ABW details on the plans.
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2 B3
B1 B2 B3
WALL LINE ELEVATION VIEW
Total Wall Line Length: 24' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
1st Story 1 CS-WSP 0.81 4.05 0.85 6.53 6.53 15.92 Compliant
Furthest Distance to Adjacent BWL 15' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 24' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 1' 8"6' 8"0 6"/12"
B2 8'9'CS-WSP 3' 2"6' 8"3.17 6"/12"1,800
B3 8'9'CS-WSP 12' 9"6' 8"12.75 6"/12"1,800
Include proper HD details for IRC placement rules on the plans.
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2 B3
B1 B2 B3
WALL LINE ELEVATION VIEW
Total Wall Line Length: 24' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
1st Story 2 CS-WSP 0.81 4.05 0.85 6.53 6.53 18 Compliant
Furthest Distance to Adjacent BWL 15' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 24' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 3' 0"3' 0"3 6"/12"
B2 8'9'CS-WSP 9' 5"3' 0"9.42 6"/12"
B3 8'9'CS-WSP 5' 7"3' 0"5.58 6"/12"
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2
B1 B2
WALL LINE ELEVATION VIEW
Total Wall Line Length: 15' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
2nd Story A CS-WSP 0.66 2.57 0.85 2 2.57 10 Compliant
Furthest Distance to Adjacent BWL 24' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 15' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 5' 0"2' 0"5 6"/12"
B2 8'9'CS-WSP 5' 0"2' 0"5 6"/12"1,800
Include proper HD details for IRC placement rules on the plans.
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2 B3
B1 B2 B3
WALL LINE ELEVATION VIEW
Total Wall Line Length: 15' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
2nd Story B CS-WSP 0.66 2.57 0.85 2 2.57 5.34 Compliant
Furthest Distance to Adjacent BWL 24' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 15' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 0' 7"4' 0"0 6"/12"
B2 8'9'CS-WSP 2' 8"5' 0"2.67 6"/12"1,800
B3 8'9'CS-WSP 2' 8"5' 0"2.67 6"/12"1,800
Include proper HD details for IRC placement rules on the plans.
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2 B3
B1 B2 B3
WALL LINE ELEVATION VIEW
Total Wall Line Length: 24' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
2nd Story 1 CS-WSP 0.66 1.82 0.85 3.14 3.14 9.83 Compliant
Furthest Distance to Adjacent BWL 15' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 24' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 6' 0"8' 0"6 6"/12"
B2 8'9'CS-PF 3' 10"8' 0"3.83 3"/3" grid 1,000 2,475
B3 8'9'CS-WSP 0' 5"7' 0"0 6"/12"
Include proper PF or ABW details on the plans.
Include proper HD details for IRC placement rules on the plans.
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
B1 B2 B3 B4 B5
B1 B2 B3 B4 B5
WALL LINE ELEVATION VIEW
Total Wall Line Length: 24' 0"
WALL LINE PLAN VIEW
Story WallLine BracingMethod WindFactors Wind BracingAmount SeismicFactors Seismic BracingAmount RequiredBracing QualifiedBracing BracingStatus
2nd Story 2 CS-WSP 0.66 1.82 0.85 3.14 3.14 9.92 Compliant
Furthest Distance to Adjacent BWL 15' 0"Stone or Masonry Veneer Omitted
Roof Eave to Ridge Height 5 feet Wall Dead Load <= 8 psf
Wall Line Length 24' 0"Roof/Ceiling Dead Loads <= 15 psf
Gypsum Included
Blocking Included
Wall Line
Segment
Wall
Height
Story
Height
Bracing
Method
Segment
Length
Adjacent
OpeningHeight
Qualified
Segment Nails Tension
Tie Hold Down
B1 8'9'CS-WSP 3' 0"4' 0"3 6"/12"
B2 8'9'CS-WSP 4' 11"4' 0"4.92 6"/12"
B3 8'9'CS-WSP 2' 5"6' 8"0 6"/12"
B4 8'9'CS-PF 2' 0"6' 8"2 3"/3" grid 1,000 2,475
B5 8'9'CS-WSP 0' 7"4' 0"0 6"/12"
Include proper PF or ABW details on the plans.
Include proper HD details for IRC placement rules on the plans.
When SDC C Townhouse and D0-D2 are selected, check that irregularities in R301.2.2.2.5 are evaluated.
Sherman Garage ADU | 116 S. 11th Ave Bozeman, MT 59715 | BASED ON 2021 IRC
APA Wall Bracing Calculator v2.7.0
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