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HomeMy WebLinkAboutSherman Garage ADU_calcpackageGarage Level Member Name Results Current Solution Comments HD-2 Passed 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL HD-1 Passed 2 piece(s) 2 x 8 DF No.2 2nd Floor Member Name Results Current Solution Comments FJ-1 Passed 1 piece(s) 11 7/8" TJI® 210 @ 16" OC RB-1 Passed 1 piece(s) 5 1/8" x 15" 24F-V4 DF Glulam RJ-1 Passed 1 piece(s) 2 x 8 DF No.2 @ 24" OC RJ-2 Passed 1 piece(s) 2 x 8 DF No.2 @ 24" OC HD-4 Passed 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL HD-5 Passed 2 piece(s) 2 x 8 DF No.2 HD-3 Passed 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL DJ1 Passed 1 piece(s) 2 x 8 DF No.2 @ 16" OC DJ2 Passed 1 piece(s) 2 x 8 DF No.2 @ 16" OC DB1 Passed 1 piece(s) 6 x 10 DF No.2 Sherman Garage ADU JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 1 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3558 @ 1 1/2"7613 (3.00")Passed (47%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3423 @ 1' 2 1/4"8603 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7264 @ 5' 9 9/16"18558 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.081 @ 4' 3 1/8"0.206 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.134 @ 4' 3 1/8"0.412 Passed (L/738)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1437 170 2121 3558 None 2 - Trimmer - SPF 3.00"3.00"1.50"1328 170 1879 3207 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 11.5 ---- 1 - Uniform (PSF)0 to 8' 6"1'12.0 40.0 -Floor Load 2 - Point (lb)2'N/A 900 -2000 King Post Load 3 - Point (lb)6'N/A 900 -2000 King Post Load 4 - Uniform (PLF)0 to 8' 6"N/A 90.0 --wall above Member Notes Garage Door Header HD-2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Garage Level, HD-2 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 2 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1193 @ 0 2813 (1.50")Passed (42%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)696 @ 8 3/4"3002 Passed (23%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1044 @ 1' 9"2720 Passed (38%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.010 @ 1' 9"0.087 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.015 @ 1' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"384 490 588 1193 None 2 - Trimmer - SPF 1.50"1.50"1.50"384 490 588 1193 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 5.5 ---- 1 - Uniform (PSF)0 to 3' 6"7'12.0 40.0 -floor 2 - Uniform (PSF)0 to 3' 6"8'16.2 -42.0 roof eave Member Notes 3ft window or door HD-1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Garage Level, HD-1 2 piece(s) 2 x 8 DF No.2 ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 3 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)501 @ 2 1/2"1134 (2.25")Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)488 @ 3 1/2"1655 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1760 @ 7' 4"3795 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.152 @ 7' 4"0.356 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.198 @ 7' 4"0.712 Passed (L/865)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating 51 40 Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. •Additional considerations for the TJ-Pro™ Rating include: None. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 3.50"2.25"1.75"117 391 508 1 1/4" Rim Board 2 - Stud wall - SPF 3.50"2.25"1.75"117 391 508 1 1/4" Rim Board •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 7" o/c Bottom Edge (Lu)14' 6" o/c Dead Floor Live Vertical Load Location Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 14' 8"16"12.0 40.0 Default Load Member Notes Clear Span Floor Joists FJ-1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, FJ-1 1 piece(s) 11 7/8" TJI® 210 @ 16" OC ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 4 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4925 @ 2"11659 (3.50")Passed (42%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4281 @ 1' 6 1/2"15618 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-lbs)28223 @ 11' 9 1/2"42790 Passed (66%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.745 @ 11' 9 1/2"0.775 Passed (L/374)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)1.058 @ 11' 9 1/2"1.163 Passed (L/264)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Critical positive moment adjusted by a volume factor of 0.97 that was calculated using length L = 23' 3". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Pocket - concrete 3.50"3.50"1.50"1458 3467 4925 None 2 - Pocket - concrete 3.50"3.50"1.50"1458 3467 4925 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)23' 7" o/c Bottom Edge (Lu)23' 7" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 23' 7"N/A 18.7 -- 1 - Uniform (PSF)0 to 23' 7" (Front)7'15.0 42.0 Roof Load + Sn Member Notes Ridge Beam RB-1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, RB-1 1 piece(s) 5 1/8" x 15" 24F-V4 DF Glulam ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 5 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)670 @ 1' 1 3/4"2417 (3.50")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)454 @ 1' 10 3/16"1501 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1172 @ 5' 8 11/16"1564 Passed (75%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.193 @ 5' 8 1/4"0.327 Passed (L/612)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.266 @ 5' 8 5/16"0.491 Passed (L/444)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 5/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"187 483 670 Blocking 2 - Beveled Plate - SPF 3.50"3.50"1.50"152 395 547 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 10" o/c Bottom Edge (Lu)11' 3" o/c Dead Snow Vertical Load Location (Side)Spacing (0.90)(1.15)Comments 1 - Uniform (PSF)0 to 10' 5"24"15.0 42.0 Roof Sn Load Member Notes Roof Rafter - South Side RJ-1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 11' 6 7/16" MEMBER REPORT PASSED 2nd Floor, RJ-1 1 piece(s) 2 x 8 DF No.2 @ 24" OC ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 6 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)812 @ 3' 1 3/4"2789 (3.50")Passed (29%)--1.0 D + 1.0 S (All Spans) Shear (lbs)353 @ 3' 9 5/16"1501 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-601 @ 3' 1 3/4"1564 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.089 @ 0 0.262 Passed (2L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.117 @ 0 0.393 Passed (2L/804)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 9/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Left cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered. •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"251 561 812 Blocking 2 - Beveled Plate - SPF 3.50"3.50"1.50"68 193 261 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 8" o/c Bottom Edge (Lu)10' 8" o/c Dead Snow Vertical Load Location (Side)Spacing (0.90)(1.15)Comments 1 - Uniform (PSF)0 to 8' 6"24"15.0 42.0 Roof Sn Load Member Notes Roof Rafter - North Side RJ-2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 11' 15/16" MEMBER REPORT PASSED 2nd Floor, RJ-2 1 piece(s) 2 x 8 DF No.2 @ 24" OC ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 7 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1149 @ 0 3806 (1.50")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)834 @ 1' 3/4"8603 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2226 @ 3' 10 1/2"18558 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.025 @ 3' 10 1/2"0.194 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.035 @ 3' 10 1/2"0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"335 814 1149 None 2 - Trimmer - SPF 1.50"1.50"1.50"335 814 1149 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 9" o/c Bottom Edge (Lu)7' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 9"N/A 11.5 -- 1 - Uniform (PSF)0 to 7' 9"5'15.0 42.0 Roof Sn Loan Member Notes Wall Header @ 7FT 6IN North Wall Opening Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, HD-4 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 8 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1126 @ 0 2813 (1.50")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)914 @ 8 3/4"3002 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2181 @ 3' 10 1/2"2720 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.112 @ 3' 10 1/2"0.194 Passed (L/832)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.155 @ 3' 10 1/2"0.313 Passed (L/601)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (5/16"). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"312 814 1126 None 2 - Trimmer - SPF 1.50"1.50"1.50"312 814 1126 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 9" o/c Bottom Edge (Lu)7' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 9"N/A 5.5 -- 1 - Uniform (PSF)0 to 7' 9"5'15.0 42.0 Roof Sn Loan Member Notes Wall Header @ small bathroom openings Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, HD-5 2 piece(s) 2 x 8 DF No.2 ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 9 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 0 3806 (1.50")Passed (74%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2735 @ 1' 3/4"8603 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8119 @ 3'18558 Passed (44%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.055 @ 3'0.156 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.079 @ 3'0.313 Passed (L/947)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"853 1951 2805 None 2 - Trimmer - SPF 1.50"1.50"1.50"793 1811 2605 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 11.5 -- 1 - Uniform (PSF)0 to 6' 3"1'12.0 42.0 Upper Roof 2 - Point (lb)3'N/A 1500 3500 king post Member Notes Window Header with King Post Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, HD-3 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 10 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)396 @ 8' 4 1/2"1275 (2.00")Passed (31%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)330 @ 10 3/4"1305 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)784 @ 4' 4"1360 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.101 @ 4' 4"0.202 Passed (L/962)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.121 @ 4' 4"0.404 Passed (L/802)--1.0 D + 0.75 L + 0.75 S (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Hanger on 7 1/4" SPF Ledger 3.50"Hanger¹1.50"69 347 116 416 See note ¹ 2 - Beam - SPF 3.50"2.00"1.50"68 340 113 408 1 1/2" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 2" o/c Bottom Edge (Lu)8' 2" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LU26 1.50"N/A 6-10dx1.5 4-10dx1.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Load Location (Side)Spacing (0.90)(1.00)(1.15)Comments 1 - Uniform (PSF)0 to 8' 7"16"12.0 60.0 20.0 Deck Joist Load Member Notes Deck Joists All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, DJ1 1 piece(s) 2 x 8 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 11 / 14 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 12 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)823 @ 3' 7 3/4"2231 (3.50")Passed (37%)--1.0 D + 1.0 L (All Spans) Shear (lbs)401 @ 4' 4 3/4"1305 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)760 @ 7' 10 3/4"1360 Passed (56%)1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in)0.161 @ 0 0.200 Passed (2L/544)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.162 @ 0 0.365 Passed (2L/540)--1.0 D + 1.0 L (Alt Spans) TJ-Pro™ Rating N/A N/A N/A --N/A System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (0.2") and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"137 685 228 823 Blocking 2 - Beam - SPF 3.50"2.00"1.50"56 346/-55 105 402 1 1/2" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' o/c Bottom Edge (Lu)12' o/c Dead Floor Live Snow Vertical Load Location (Side)Spacing (0.90)(1.00)(1.15)Comments 1 - Uniform (PSF)0 to 12' 1"16"12.0 60.0 20.0 Deck Joist Load Member Notes Deck Joists Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, DJ2 1 piece(s) 2 x 8 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 13 / 14 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6501 @ 7' 7 1/2"11688 (5.00")Passed (56%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2541 @ 8' 7 1/2"6810 Passed (37%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-4768 @ 7' 7 1/2"6937 Passed (69%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.049 @ 3' 8 11/16"0.183 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.055 @ 3' 8 1/4"0.367 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Column - SPF 5.00"5.00"1.50"332 1680/-220 1047 2377 Blocking 2 - Stud wall - SPF 5.00"5.00"2.78"1001 4400 2933 6501 Blocking 3 - Column - SPF 3.50"3.50"1.50"319 1620/-220 1007 2289 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 2" o/c Bottom Edge (Lu)15' 2" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15' 1 1/2"N/A 13.2 ---- 1 - Uniform (PSF)0 to 15' 1 1/2" (Front)8'12.0 60.0 40.0 Default Load Member Notes Dropped Deck Beam DB1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Miller Design Build Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd Floor, DB1 1 piece(s) 6 x 10 DF No.2 ForteWEB Software Operator Job Notes 4/7/2023 8:24:17 PM UTCScott Miller Miller Design Build, LLC (406) 531-9671 millerdesignbuild@gmail.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Sherman Garage ADU Garage ADU Bozeman, MT 59715 Page 14 / 14