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Home My WebLink AboutBLD2021-00573-07- Building Plans30'9" 13'4 1/2"11'9 1/2"5'7" 1 D. Fir 2 D. Fir 3 D. Fir 4 D. Fir 2 1/2" 9 1/2" 1 Client:ADAIR HOMES Project: Address: Date:9/20/2021 Input by:Matthew Perkins Job Name:2080 Project #:IWP31843 Level: MAINLEVELJ1-31 - MAIN LEVEL LPI 20 Plus 9.500"- PASSED Version 21.40.338 Powered by iStruct Dataset: 21090801.276 Member Information Type:Joist Spacing:19.2" o.c. Moisture Condition: Dry Deflection LL: 480 Deflection TL: 240 Importance:Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IRC 2018 Load Sharing: No Deck:3/4 APA Rated Sturd-I- FloorOSB Nailed and Glued Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical375 (-25)104000 2 Vertical953 (-8)283000 3 Vertical691 (-115)173000 4 Vertical203 (-98)30000 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1543 ft-lb 13'4 1/2" 2810 ft-lb 0.549 (55%) D+L LL_ Pos Moment 1313 ft-lb 5'8 3/16" 2810 ft-lb 0.467 (47%) D+L L_L Shear 670 lb 13'4 1/2" 1260 lb 0.532 (53%) D+L LL_ LL Defl inch 0.162 (L/984) 6'4 3/4" 0.333 (L/480) 0.488 (49%) L L_L TL Defl inch 0.202 (L/791) 6'4 3/16" 0.666 (L/240) 0.304 (30%) D+L L_L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - D. Fir 1.500" Vert 49% 103 / 370 473 L_L D+L 2 - D. Fir 5.500" Vert 51% 286 / 964 1250 LL_ D+L 3 - D. Fir 3.500" Vert 40% 171 / 714 885 _LL D+L 4 - D. Fir 1.500" Vert 25% 30 / 216 246 (-80) L_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 = 0.040", Long Term = 0.060". 3 Tie-down connection required at bearing 4 for uplift 80 lb (Combination D+L, Load Case L_). 4 Bottom flange must be laterally braced at a maximum of 6'3" o.c. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-7-3 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLR LOAD This design is valid until 5/24/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 888) 820-0325 www.lpcorp.com APA: PR-L238, ICC-ES: ESR-1305, LADBS: RR-25099, Florida: FL15401 Manufacturer Info INTERNATIONAL WOOD PRODUCTS, LLC 14421 SE 98TH CT., OREGON USA 97015 503-742-8689 Notes 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 1 of2RECEIVEDBYDCD10/19/2021 25'5" 13'10 1/2"11'6 1/2" 1 D. Fir 2 D. Fir 3 Hanger (IUS2.56/9.25 (Min)) 2 1/2" 1'2" 1 Client:ADAIR HOMES Project: Address: Date:9/20/2021 Input by:Matthew Perkins Job Name:2080 Project #:IWP31843 Level: UPPERLEVELJ2-26 - UPPER LEVEL LPI 20 Plus 14.000"- PASSED Version 21.40.338 Powered by iStruct Dataset: 21090801.276 Member Information Type:Joist Spacing:19.2" o.c. Moisture Condition: Dry Deflection LL: 480 Deflection TL: 240 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IRC 2018 Load Sharing: No Deck:3/4 APA Rated Sturd-I- FloorOSB Nailed and Glued Ceiling:Gypsum 1/2" Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical401 (-12)111000 2 Vertical987296000 3 Vertical335 (-57)81000 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1660 ft-lb 13'10 1/2" 4400 ft-lb 0.377 (38%) D+L LL Pos Moment 1368 ft-lb 6' 9/16" 4400 ft-lb 0.311 (31%) D+L L_ Shear 687 lb 13'10 1/2" 1680 lb 0.409 (41%) D+L LL LL Defl inch 0.081 (L/2000) 6'9 13/16" 0.339 (L/480) 0.240 (24%) L L_ TL Defl inch 0.101 (L/1604) 6'9 1/8" 0.678 (L/240) 0.150 (15%) D+L L_ Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - D. Fir 4.500" Vert 42% 108 / 395 503 L_ D+L 2 - D. Fir 3.500" Vert 53% 302 / 1006 1308 LL D+L 3 - Hanger 2.000" Vert 28% 78 / 331 409 _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 = 0.020", Long Term = 0.030". 3 Fill all hanger nailing holes. 4 Web stiffeners required at Bearing 3. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-7-3 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLR LOAD This design is valid until 5/24/2024 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 888) 820-0325 www.lpcorp.com APA: PR-L238, ICC-ES: ESR-1305, LADBS: RR-25099, Florida: FL15401 Manufacturer Info INTERNATIONAL WOOD PRODUCTS, LLC 14421 SE 98TH CT., OREGON USA 97015 503-742-8689 Notes 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 2 of2RECEIVEDBYDCD10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021 RECEIVED BY DCD 10/19/2021