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HomeMy WebLinkAboutLA211043 - 19599 Harbor Drive - Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov CANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 03/24/2023dmathews BWPs Above BWPs Above (2)9-1/2 LVL (2)9-1/2 LVL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 19"x19"x10" Pad Footings 22"x22"x12" Pad Footing (2)9-1/2 LVL 7 8 PFH PFHPFH 5 8 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 9'6" 9'3" 1 SPF End Grain 2 SPF End Grain 3" 11 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH1 S-P-F #2 2.000" X 12.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 297 499 0 0 2 Vertical 0 297 499 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1840 ft-lb 4'9"5306 ft-lb 0.347 (35%)D+S L Unbraced 1840 ft-lb 4'9"5306 ft-lb 0.347 (35%)D+S L Shear 618 lb 1' 3/4"3493 lb 0.177 (18%)D+S L LL Defl inch 0.037 (L/3072)4'9"0.469 (L/240)0.078 (8%)S L TL Defl inch 0.058 (L/1926)4'9"0.625 (L/180)0.093 (9%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 42%297 / 499 796 L D+S 2 -SPF End Grain 1.500"Vert 42%297 / 499 796 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 1 of 48 1 1/2"9'6" 9'3" 1 SPF End Grain 2 SPF End Grain 3" 11 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH1 S-P-F #2 2.000" X 12.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 2 of 48 16'6" 16'3" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH2 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 1204 693 0 0 2 Vertical 0 1204 693 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 7705 ft-lb 8'3"22888 ft-lb 0.337 (34%)D+S L Shear 1652 lb 15'4 5/8"9081 lb 0.182 (18%)D+S L LL Defl inch 0.147 (L/1337)8'3 1/16"0.819 (L/240)0.179 (18%)S L TL Defl inch 0.402 (L/489)8'3 1/16"1.092 (L/180)0.368 (37%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 48%1204 / 693 1897 L D+S 2 -SPF End Grain 1.500"Vert 48%1204 / 693 1897 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.255", Long Term = 0.383". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Nail from opposite sides as indicated by + and ● symbols. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 12 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 3 of 48 1 1/2"16'6" 16'3" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH2 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 4 of 48 3'6" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 818 2021 0 0 2 Vertical 0 818 2021 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1981 ft-lb 1'9"3946 ft-lb 0.502 (50%)D+S L Unbraced 1981 ft-lb 1'9"3946 ft-lb 0.502 (50%)D+S L Shear 1183 lb 1' 1/4"2872 lb 0.412 (41%)D+S L LL Defl inch 0.009 (L/4191)1'9"0.156 (L/240)0.057 (6%)S L TL Defl inch 0.013 (L/2984)1'9"0.208 (L/180)0.060 (6%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 74%818 / 2021 2839 L D+S 2 -SPF End Grain 3.000"Vert 74%818 / 2021 2839 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 27-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 11/3/2024 Manufacturer Info Page 5 of 48 1 1/2"3'6" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 6 of 48 19'3" 8'6"10' 1/2" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 644 1088 0 0 2 Vertical 0 2420 3635 0 0 3 Vertical 0 839 1323 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -5911 ft-lb 8'10 1/4"15016 ft-lb 0.394 (39%)D+S LL Pos Moment 4406 ft-lb 15' 1/4"15016 ft-lb 0.293 (29%)D+S _L Shear 2683 lb 9'10 1/2"7265 lb 0.369 (37%)D+S LL LL Defl inch 0.107 (L/1159)14'5"0.517 (L/240)0.207 (21%)S _L TL Defl inch 0.169 (L/736)14'5 5/8"0.689 (L/180)0.245 (24%)D+S _L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 44%635 / 1079 1714 L_D+S 2 -SPF End Grain 5.500"Vert 40%2436 / 3659 6095 LL D+S 3 -SPF End Grain 1.500"Vert 55%832 / 1314 2146 _L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.062", Long Term = 0.092". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Nail from opposite sides as indicated by + and ● symbols. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 7-3-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 70 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 7 of 48 1 1/2"19'3" 8'6"10' 1/2" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 8 of 48 6'6" 6' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH5 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 1760 4273 0 0 2 Vertical 0 1760 4273 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 8705 ft-lb 3'3"15016 ft-lb 0.580 (58%)D+S L Shear 4107 lb 5'5 1/2"7265 lb 0.565 (57%)D+S L LL Defl inch 0.105 (L/703)3'3"0.306 (L/240)0.342 (34%)S L TL Defl inch 0.148 (L/498)3'3"0.408 (L/180)0.362 (36%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 77%1760 / 4273 6033 L D+S 2 -SPF End Grain 3.000"Vert 77%1760 / 4273 6033 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.043", Long Term = 0.065". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Nail from opposite sides as indicated by + and ● symbols. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 31-3-10 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 9 of 48 1 1/2"6'6" 6' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH5 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 10 of 48 4'3" 3'9" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 859 2123 0 0 2 Vertical 0 859 2123 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2635 ft-lb 2'1 1/2"3946 ft-lb 0.668 (67%)D+S L Unbraced 2635 ft-lb 2'1 1/2"3946 ft-lb 0.668 (67%)D+S L Shear 1550 lb 1' 1/4"2872 lb 0.540 (54%)D+S L LL Defl inch 0.018 (L/2541)2'1 9/16"0.194 (L/240)0.094 (9%)S L TL Defl inch 0.026 (L/1809)2'1 9/16"0.258 (L/180)0.100 (10%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 78%859 / 2123 2983 L D+S 2 -SPF End Grain 3.000"Vert 78%859 / 2123 2983 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 23-9-8 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 11/3/2024 Manufacturer Info Page 11 of 48 1 1/2"4'3" 3'9" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 12 of 48 6'3" 6' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 373 459 0 0 2 Vertical 0 373 459 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1250 ft-lb 3'1 1/2"3946 ft-lb 0.317 (32%)D+S L Unbraced 1250 ft-lb 3'1 1/2"3946 ft-lb 0.317 (32%)D+S L Shear 594 lb 10 3/4"2872 lb 0.207 (21%)D+S L LL Defl inch 0.017 (L/4374)3'1 1/2"0.306 (L/240)0.055 (5%)S L TL Defl inch 0.030 (L/2413)3'1 1/2"0.408 (L/180)0.075 (7%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 44%373 / 459 833 L D+S 2 -SPF End Grain 1.500"Vert 44%373 / 459 833 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 3-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 60 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 13 of 48 1 1/2"6'3" 6' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 14 of 48 3'9" 3'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 326 158 0 0 2 Vertical 0 326 158 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 424 ft-lb 1'10 1/2"3946 ft-lb 0.107 (11%)D+S L Unbraced 424 ft-lb 1'10 1/2"3946 ft-lb 0.107 (11%)D+S L Shear 253 lb 10 3/4"2872 lb 0.088 (9%)D+S L LL Defl inch 0.001 (L/36922) 1'10 9/16"0.181 (L/240)0.007 (1%)S L TL Defl inch 0.004 (L/12021) 1'10 9/16"0.242 (L/180)0.015 (1%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 25%326 / 158 484 L D+S 2 -SPF End Grain 1.500"Vert 25%326 / 158 484 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 140 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 15 of 48 1 1/2"3'9" 3'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 16 of 48 12'9" 3'6'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH9 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 308 1040 0 0 2 Vertical 0 1971 4779 0 0 3 Vertical 0 1781 4316 0 0 4 Vertical 0 223 825 (-7)0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -3404 ft-lb 3'3"15016 ft-lb 0.227 (23%)D+S LL_ Pos Moment 2715 ft-lb 6'4 3/8"15016 ft-lb 0.181 (18%)D+S _L_ Shear 2731 lb 4'2"7265 lb 0.376 (38%)D+S LL_ LL Defl inch 0.038 (L/1971)6'4 3/8"0.312 (L/240)0.122 (12%)S _L_ TL Defl inch 0.053 (L/1414)6'4 3/8"0.417 (L/180)0.127 (13%)D+S _L_ Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 33%285 / 1008 1292 L_L D+S 2 -SPF End Grain 3.000"Vert 77%1996 / 4855 6852 LL_D+S 3 -SPF End Grain 3.000"Vert 70%1797 / 4375 6172 _LL D+S 4 -SPF End Grain 1.500"Vert 26%204 / 801 1005 L_L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.015", Long Term = 0.022". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Nail from opposite sides as indicated by + and ● symbols. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part. Uniform 0-0-0 to 8-0-0 20-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Part. Uniform 8-0-0 to 12-9-0 17-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 17 of 48 1 1/2"12'9" 3'6'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH9 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 18 of 48 7'6" 3'6"3'6" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH10 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 121 121 0 0 2 Vertical 0 387 387 0 0 3 Vertical 0 121 121 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -286 ft-lb 3'9"3946 ft-lb 0.072 (7%)D+S LL Unbraced -286 ft-lb 3'9"3781 ft-lb 0.076 (8%)D+S LL Pos Moment 174 ft-lb 1'6 1/16"3946 ft-lb 0.044 (4%)D+S L_ Unbraced 174 ft-lb 1'6 1/16"3946 ft-lb 0.044 (4%)D+S L_ Shear 237 lb 2'10 1/4"2872 lb 0.082 (8%)D+S LL LL Defl inch 0.001 (L/62932) 1'8 11/16"0.184 (L/240)0.004 (0%)S L_ TL Defl inch 0.001 (L/36084)1'8 1/8"0.246 (L/180)0.005 (0%)D+S L_ Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 13%121 / 131 252 L_D+S 2 -SPF End Grain 3.000"Vert 20%387 / 387 774 LL D+S 3 -SPF End Grain 1.500"Vert 13%121 / 131 252 _L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. This design is valid until 11/3/2024 Manufacturer Info Page 19 of 48 7'6" 3'6"3'6" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH10 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 20 of 48 1 1/2"7'6" 3'6"3'6" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH10 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 21 of 48 11'3" 3'4'6"3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH11 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 468 1309 0 0 2 Vertical 0 1787 4372 0 0 3 Vertical 0 1760 4309 0 0 4 Vertical 0 384 1102 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2401 ft-lb 3'3"15016 ft-lb 0.160 (16%)D+S LL_ Pos Moment 1742 ft-lb 5'7 9/16"15016 ft-lb 0.116 (12%)D+S _L_ Shear 2082 lb 4'2"7265 lb 0.287 (29%)D+S LL_ LL Defl inch 0.019 (L/3046)5'7 1/2"0.238 (L/240)0.079 (8%)S _L_ TL Defl inch 0.026 (L/2210)5'7 1/2"0.317 (L/180)0.081 (8%)D+S _L_ Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 44%450 / 1281 1731 L_L D+S 2 -SPF End Grain 3.000"Vert 71%1807 / 4451 6258 LL_D+S 3 -SPF End Grain 3.000"Vert 70%1776 / 4382 6158 _LL D+S 4 -SPF End Grain 1.500"Vert 37%367 / 1078 1445 L_L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.007", Long Term = 0.011". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Nail from opposite sides as indicated by + and ● symbols. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part. Uniform 0-0-0 to 10-0-0 23-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Part. Uniform 10-0-0 to 11-3-0 18-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 22 of 48 1 1/2"11'3" 3'4'6"3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH11 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 23 of 48 2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 72 95 0 0 2 Vertical 0 72 95 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 84 ft-lb 1'1 1/2"3946 ft-lb 0.021 (2%)D+S L Unbraced 84 ft-lb 1'1 1/2"3946 ft-lb 0.021 (2%)D+S L Shear 34 lb 10 3/4"2872 lb 0.012 (1%)D+S L LL Defl inch 0.000 (L/183291) 1'1 9/16"0.106 (L/240)0.001 (0%)S L TL Defl inch 0.000 (L/104030) 1'1 9/16"0.142 (L/180)0.002 (0%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 9%72 / 95 167 L D+S 2 -SPF End Grain 1.500"Vert 9%72 / 95 167 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 30 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 24 of 48 1 1/2"2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 25 of 48 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 224 273 0 0 2 Vertical 0 224 273 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 374 ft-lb 1'7 1/2"3946 ft-lb 0.095 (9%)D+S L Unbraced 374 ft-lb 1'7 1/2"3946 ft-lb 0.095 (9%)D+S L Shear 223 lb 10 3/4"2872 lb 0.078 (8%)D+S L LL Defl inch 0.001 (L/28816) 1'7 1/2"0.156 (L/240)0.008 (1%)S L TL Defl inch 0.002 (L/15821) 1'7 1/2"0.208 (L/180)0.011 (1%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 26%224 / 273 497 L D+S 2 -SPF End Grain 1.500"Vert 26%224 / 273 497 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 70 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 26 of 48 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 27 of 48 9'3" 9' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 574 389 0 0 2 Vertical 0 574 389 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2165 ft-lb 4'7 1/2"3946 ft-lb 0.549 (55%)D+S L Unbraced 2165 ft-lb 4'7 1/2"3946 ft-lb 0.549 (55%)D+S L Shear 776 lb 8'4 1/4"2872 lb 0.270 (27%)D+S L LL Defl inch 0.047 (L/2315)4'7 1/2"0.456 (L/240)0.104 (10%)S L TL Defl inch 0.117 (L/935)4'7 1/2"0.608 (L/180)0.193 (19%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 50%574 / 389 962 L D+S 2 -SPF End Grain 1.500"Vert 50%574 / 389 962 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 28 of 48 1 1/2"9'3" 9' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 29 of 48 2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH15 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 117 95 0 0 2 Vertical 0 117 95 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 106 ft-lb 1'1 1/2"3946 ft-lb 0.027 (3%)D+S L Unbraced 106 ft-lb 1'1 1/2"3946 ft-lb 0.027 (3%)D+S L Shear 43 lb 10 3/4"2872 lb 0.015 (2%)D+S L LL Defl inch 0.000 (L/183291) 1'1 9/16"0.106 (L/240)0.001 (0%)S L TL Defl inch 0.000 (L/81896) 1'1 9/16"0.142 (L/180)0.002 (0%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 11%117 / 95 212 L D+S 2 -SPF End Grain 1.500"Vert 11%117 / 95 212 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 70 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 30 of 48 1 1/2"2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH15 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 31 of 48 5'3" 5' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Header Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Header Supports Glass: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 0 352 221 0 0 2 Vertical 0 352 221 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 716 ft-lb 2'7 1/2"3946 ft-lb 0.181 (18%)D+S L Unbraced 716 ft-lb 2'7 1/2"3946 ft-lb 0.181 (18%)D+S L Shear 377 lb 4'4 1/4"2872 lb 0.131 (13%)D+S L LL Defl inch 0.005 (L/13066) 2'7 1/2"0.256 (L/240)0.018 (2%)S L TL Defl inch 0.012 (L/5034)2'7 1/2"0.342 (L/180)0.036 (4%)D+S L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 30%352 / 221 572 L D+S 2 -SPF End Grain 1.500"Vert 30%352 / 221 572 L D+S Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 3 Nail from opposite sides as indicated by + and ● symbols. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 32 of 48 1 1/2"5'3" 5' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Main LevelH16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Manufacturer Info Page 33 of 48 11'9" 3'5'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 636 (-168)554 602 0 0 2 Vertical 2018 (-51)3071 4259 0 0 3 Vertical 2018 (-51)2809 3606 0 0 4 Vertical 636 (-168)646 827 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2105 ft-lb 8'6"15016 ft-lb 0.140 (14%)D+0.75(L+S)_LL Pos Moment 2596 ft-lb 9'3"15016 ft-lb 0.173 (17%)D+S L_L Shear 4092 lb 9'5"7265 lb 0.563 (56%)D+S __L LL Defl inch 0.013 (L/3015)9'3 13/16"0.106 (L/360)0.119 (12%)S LLL TL Defl inch 0.019 (L/2028)9'5"0.159 (L/240)0.118 (12%)D+S LLL Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 37%537 / 920 1457 L_L D+0.75(L+S) 2 -SPF End Grain 3.000"Vert 89%3084 / 4778 7863 LL_D+0.75(L+S) 3 -SPF End Grain 3.000"Vert 81%2836 / 4307 7143 _LL D+0.75(L+S) 4 -SPF End Grain 1.500"Vert 43%623 / 1078 1701 L_L D+0.75(L+S) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Provide restraint at Bearing 2 to prevent buckling or transfer 884 lbs of unfactored applied load around member to support below. Connection to the king stud/post, full-depth blocking, column caps that extend to mid-height, or other devices that prevent buckling can be used to provide restraint at the bearing. Rim board, squash blocks, or other devices can be used to transfer the load. 3 Dead Load Deflection: Instant = 0.006", Long Term = 0.009". 4 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 34 of 48 11'9" 3'5'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 10-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 2-9-0 Top 1971 lb 0 lb 4779 lb 0 lb 0 lb H9 Brg 2 Bearing Length 0-3-8 4 Point 9-3-0 Top 1781 lb 0 lb 4316 lb 0 lb 0 lb H9 Brg 3 Bearing Length 0-3-8 Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 35 of 48 1 1/2"11'9" 3'5'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 36 of 48 6'9" 3'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 3716 1700 0 0 0 2 Vertical 1272 1393 387 0 0 3 Vertical 65 (-151)151 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -1120 ft-lb 3'4 1/2"13057 ft-lb 0.086 (9%)D+L LL Pos Moment 2953 ft-lb 9"13057 ft-lb 0.226 (23%)D+L L_ Shear 2758 lb 1' 1/2"6318 lb 0.437 (44%)D+L L_ LL Defl inch 0.011 (L/3492)11 15/16"0.106 (L/360)0.103 (10%)L L_ TL Defl inch 0.016 (L/2375)1' 11/16"0.159 (L/240)0.101 (10%)D+L L_ Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 68%1668 / 3669 5337 L_D+L 2 -SPF End Grain 3.000"Vert 32%1456 / 1369 2825 LL D+L 3 -SPF End Grain 3.000"Vert 2%119 / 63 183 (-78)_L D+L(D+L) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.005", Long Term = 0.008". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Tie-down connection required at bearing 3 for uplift 78 lb (Combination D+L, Load Case L_). 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 0-9-0 Top 1881 lb 4618 lb 0 lb 0 lb 0 lb B3 Brg 1 Bearing Length 0-3-8 Continued on page 2... This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 37 of 48 6'9" 3'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 4 Point 3-4-0 Top 387 lb 0 lb 387 lb 0 lb 0 lb H10 Brg 2 Bearing Length 0-3-8 Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 38 of 48 1 1/2"6'9" 3'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 39 of 48 14' 14' 1 SPF 2 SPF 5 1/4" 1'2" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB3 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:3 Moisture Condition:Dry Deflection LL:480 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: Yes Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 4618 1881 0 0 0 2 Vertical 4482 1826 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 20583 ft-lb 7'1 1/4"42165 ft-lb 0.488 (49%)D+L L Shear 6079 lb 1'7 1/2"13965 lb 0.435 (44%)D+L L LL Defl inch 0.220 (L/731)7'1 5/16"0.335 (L/480)0.657 (66%)L L TL Defl inch 0.310 (L/519)7'1 5/16"0.671 (L/240)0.462 (46%)D+L L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF 5.500"Vert 53%1881 / 4618 6499 L D+L 2 -SPF 3.000"Vert 94%1826 / 4482 6308 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.090", Long Term = 0.135". 3 Fasten all plies using 5 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top must be laterally braced at a maximum of 9'6 7/16" o.c. 7 Bottom must be laterally braced at end bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 4-3-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 12-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 21 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 40 of 48 1 1/2"14' 14' 1 SPF 2 SPF 5 1/4" 1'2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB3 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 5 rows of 12d Box nails (.128x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 94.9 % Load 440.0 PLF Yield Limit per Foot 463.6 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 41 of 48 6'6" 3'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" 1 2 3 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 255 (-16)829 1391 0 0 2 Vertical 646 2085 3304 0 0 3 Vertical 255 (-16)129 0 (-323)0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2127 ft-lb 3'3"15016 ft-lb 0.142 (14%)D+S L_ Pos Moment 3621 ft-lb 2'15016 ft-lb 0.241 (24%)D+S L_ Shear 4550 lb 2'4"7265 lb 0.626 (63%)D+S L_ LL Defl inch 0.018 (L/2075)2'0.106 (L/360)0.174 (17%)S LL TL Defl inch 0.027 (L/1406)2'0.159 (L/240)0.171 (17%)D+S LL Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 53%773 / 1296 2068 L_D+S 2 -SPF End Grain 3.000"Vert 64%2199 / 3496 5694 L_D+S 3 -SPF End Grain 1.500"Vert 8%72 / 248 320 (-347) _L D+L(D+S) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.009", Long Term = 0.013". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Tie-down connection required at bearing 3 for uplift 347 lb (Combination D+S, Load Case L_). 8 Top must be continuously laterally braced. 9 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 4-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 2-0-0 Top 1787 lb 0 lb 4372 lb 0 lb 0 lb H11 Brg 2 Bearing Length 0-3-8 Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 42 of 48 1 1/2"6'6" 3'3' 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 43 of 48 5'6" 5' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 5 64 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1183 931 190 0 0 2 Vertical 1183 1099 314 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2777 ft-lb 2'9"3431 ft-lb 0.809 (81%)D+L L Unbraced 2777 ft-lb 2'9"3431 ft-lb 0.809 (81%)D+L L Shear 1449 lb 4'5 3/4"2498 lb 0.580 (58%)D+L L LL Defl inch 0.024 (L/2552)2'9"0.171 (L/360)0.141 (14%)L L TL Defl inch 0.046 (L/1325)2'9 3/16"0.256 (L/240)0.181 (18%)D+L L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 55%931 / 1183 2114 L D+L 2 -SPF End Grain 3.000"Vert 60%1099 / 1183 2281 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 7-9-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 3-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Point 2-9-0 Top 224 lb 0 lb 273 lb 0 lb 0 lb H13 Brg 2 5 Part. Uniform 2-9-0 to 5-6-0 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 6 Part. Uniform 2-9-0 to 5-6-0 Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 44 of 48 5'3" 5' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 814 594 0 0 0 2 Vertical 814 594 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1761 ft-lb 2'7 1/2"3431 ft-lb 0.513 (51%)D+L L Unbraced 1761 ft-lb 2'7 1/2"3431 ft-lb 0.513 (51%)D+L L Shear 927 lb 10 3/4"2498 lb 0.371 (37%)D+L L LL Defl inch 0.017 (L/3540)2'7 1/2"0.171 (L/360)0.102 (10%)L L TL Defl inch 0.030 (L/2047)2'7 1/2"0.256 (L/240)0.117 (12%)D+L L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 74%594 / 814 1408 L D+L 2 -SPF End Grain 1.500"Vert 74%594 / 814 1408 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 7-9-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 45 of 48 3' 2'9" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1200 525 0 0 0 2 Vertical 1200 525 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1188 ft-lb 1'6"3431 ft-lb 0.346 (35%)D+L L Unbraced 1188 ft-lb 1'6"3431 ft-lb 0.346 (35%)D+L L Shear 695 lb 2'1 1/4"2498 lb 0.278 (28%)D+L L LL Defl inch 0.004 (L/7771)1'6"0.096 (L/360)0.046 (5%)L L TL Defl inch 0.006 (L/5406)1'6"0.144 (L/240)0.044 (4%)D+L L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"Vert 90%525 / 1200 1725 L D+L 2 -SPF End Grain 1.500"Vert 90%525 / 1200 1725 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 11/3/2024 Manufacturer Info Page 46 of 48 7'9 1/2" 7'3 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB8 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal -II Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 3025 1600 0 0 0 2 Vertical 3025 1600 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 8163 ft-lb 3'10 3/4"13057 ft-lb 0.625 (63%)D+L L Shear 3396 lb 6'9"6318 lb 0.538 (54%)D+L L LL Defl inch 0.124 (L/717)3'10 13/16"0.247 (L/360)0.502 (50%)L L TL Defl inch 0.190 (L/469)3'10 13/16"0.371 (L/240)0.512 (51%)D+L L Bearings Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"Vert 59%1600 / 3025 4625 L D+L 2 -SPF End Grain 3.000"Vert 59%1600 / 3025 4625 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection: Instant = 0.066", Long Term = 0.099". 3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be continuously laterally braced. 8 Bottom must be laterally braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 19-4-15 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 10 PLF This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 47 of 48 1 1/2"7'9 1/2" 7'3 1/2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Thorson Homes Project: Address:No site address provided. Date:2/15/2023 Input by:Tim Stiehm Job Name:Matthias Residence Project #:Scott Rhein, Salesman Level: Lower LevelB8 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 21.80.417Powered by iStructDataset: 22111501.1 Multi-Ply Analysis Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails where possible. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 11/3/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer InfoNotes This component analysis is based on the loads, geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 48 of 48