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23A-005 180173_36 Meadow Street_Beam calcs7'11 1/4" 7'11 1/4" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" 1 Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 2nd floorStructural ridge LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Version 17.40.119 Powered by iStruct Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F General Load Floor Live: 0 PSF Dead: 15 PSF Snow: 40 PSF Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 0 818 2026 0 0 2 0 784 1943 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 4692 ft-lb 4' 5/8" 22888 ft-lb 0.205 (20%) D+S L Shear 1872 lb 6'8 5/8" 9081 lb 0.206 (21%) D+S L LL Defl inch 0.042 (L/2080) 4' 11/16" 0.244 (L/360) 0.170 (17%) S L TL Defl inch 0.059 (L/1481) 4' 11/16" 0.366 (L/240) 0.160 (16%) D+S L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF End Grain 5.500" 20% 818 / 2026 2844 L D+S 2 - SPF End Grain 3.500" 30% 784 / 1943 2727 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.017", Long Term = 0.026" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 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 braced at bearings. 8 Bottom 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 Top 190 PLF 0 PLF 500 PLF 0 PLF 0 PLF Self Weight 12 PLF This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 1 of 11 1 1/2"7'11 1/4" 7'11 1/4" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 2nd floorStructural ridge LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Version 17.40.119 Powered by iStruct 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 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 2 of 11 8'7" 7'8" 1 SPF 2 SPF 3 1/2" 9 1/2" 1 Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 2nd floorGable beam LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply - PASSED Version 17.40.119 Powered by iStruct Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F General Load Floor Live: 0 PSF Dead: 15 PSF Snow: 40 PSF Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 0322 0 0 0 2 0446 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 682 ft-lb 4'6 5/8" 11752 ft-lb 0.058 (6%) D Uniform Shear 299 lb 7'4 3/4" 5686 lb 0.053 (5%) D Uniform LL Defl inch 0.000 (L/999) 0 999.000 (L/0) 0.000 (0%) TL Defl inch 0.017 (L/5434) 4'4 9/16" 0.390 (L/240) 0.040 (4%) D Uniform Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF 5.500" 4% 322 / 0 322 Uniform D 2 - SPF 5.500" 5% 446 / 0 446 Uniform D Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.017", Long Term = 0.026" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 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 braced at bearings. 8 Bottom 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 Tapered Start 0-0-0 Top 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF End 8-7-0 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 10 PLF This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 3 of 11 1 1/2"8'7" 7'8" 1 SPF 2 SPF 3 1/2" 9 1/2" Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 2nd floorGable beam LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply - PASSED Version 17.40.119 Powered by iStruct 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 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 4 of 11 13'4 3/8" 12'7 3/8" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" 1 2 34 5 Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorBedroom 3 flush beam LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED Version 17.40.119 Powered by iStruct Member Information Type: Girder Plies: 3 Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F General Load Floor Live: 0 PSF Dead: 15 PSF Snow: 40 PSF Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: Yes Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 2334 2644 3924 0 0 2 2277 2579 3827 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 22003 ft-lb 6'9 3/16" 35705 ft-lb 0.616 (62%) D+0.75(L+S) L Shear 6195 lb 1'4 5/8" 13622 lb 0.455 (45%) D+0.75(L+S) L LL Defl inch 0.307 (L/499) 6'9 3/16" 0.425 (L/360) 0.720 (72%) 0.75(L+S) L TL Defl inch 0.479 (L/319) 6'9 3/16" 0.637 (L/240) 0.750 (75%) D+0.75(L+S) L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF End Grain 5.500" 34% 2644 / 4694 7338 L D+0.75(L+S) 2 - SPF End Grain 3.500" 52% 2579 / 4578 7157 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.173", Long Term = 0.259" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 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 laterally braced at a maximum of 5'5 5/8" o.c. 8 Bottom 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 Far Face 80 PLF 320 PLF 0 PLF 0 PLF 0 PLF Floor 2 2 Uniform Near Face 25 PLF 25 PLF 0 PLF 0 PLF 0 PLF Low ceiling 3 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall 4 Uniform Top 180 PLF 0 PLF 480 PLF 0 PLF 0 PLF Upper roof 5 Uniform Top 38 PLF 0 PLF 100 PLF 0 PLF 0 PLF Low roof Self Weight 18 PLF This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 5 of 11 1 1/2"13'4 3/8" 12'7 3/8" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorBedroom 3 flush beam LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED Version 17.40.119 Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 98.2 % Load 266.7 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 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 until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 6 of 11 5'7" 5'7" 1 SPF 2 Hanger (HHUS410) 3 1/2" 11 7/8" 1 2 3 4 Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorDining room/Kitchen header LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Version 17.40.119 Powered by iStruct Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F General Load Floor Live: 0 PSF Dead: 15 PSF Snow: 40 PSF Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 1406 1271 1406 0 0 2 1385 1252 1385 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 4010 ft-lb 2'9 3/4" 22888 ft-lb 0.175 (18%) D+0.75(L+S) L Shear 2141 lb 1'2 5/8" 7897 lb 0.271 (27%) D+L L LL Defl inch 0.019 (L/3221) 2'9 3/4" 0.172 (L/360) 0.110 (11%) 0.75(L+S) L TL Defl inch 0.031 (L/2010) 2'9 3/4" 0.258 (L/240) 0.120 (12%) D+0.75(L+S) L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF 3.500" 65% 1271 / 2109 3380 L D+0.75(L+S) 2 -Hanger 3.000" 42% 1252 / 2078 3330 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.012", Long Term = 0.017" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Fill all hanger nailing holes. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top braced at bearings. 9 Bottom braced at bearings. 10 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 Near Face 65 PLF 250 PLF 0 PLF 0 PLF 0 PLF Floor 2 2 Uniform Far Face 65 PLF 250 PLF 0 PLF 0 PLF 0 PLF Floor 2 3 Uniform Top 190 PLF 0 PLF 500 PLF 0 PLF 0 PLF Roof 4 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 12 PLF This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 7 of 11 1 1/2"5'7" 5'7" 1 SPF 2 Hanger (HHUS410) 3 1/2" 11 7/8" Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorDining room/Kitchen header LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Version 17.40.119 Powered by iStruct 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 87.0 % Load 157.5 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 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 until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 8 of 11 16'2 1/2" 15'5 1/2" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" 2 1 3 Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorLiving room / Dining room girder LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Version 17.40.119 Powered by iStruct Member Information Type: Girder Plies: 3 Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F General Load Floor Live: 0 PSF Dead: 15 PSF Snow: 40 PSF Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: Yes Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 2626 1742 333 0 0 2 3298 2424 1052 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 18846 ft-lb 10' 1/2" 31048 ft-lb 0.607 (61%) D+L L Shear 5513 lb 14'11 7/8" 11845 lb 0.465 (47%) D+L L LL Defl inch 0.360 (L/519) 8'5 1/2" 0.519 (L/360) 0.690 (69%) L L TL Defl inch 0.601 (L/311) 8'6 5/16" 0.779 (L/240) 0.770 (77%) D+L L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF End Grain 5.500" 20% 1742 / 2626 4368 L D+L 2 - SPF End Grain 3.500" 42% 2424 / 3298 5722 L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.241", Long Term = 0.362" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 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 laterally braced at a maximum of 6'4 1/2" o.c. 9 Bottom braced at bearings. 10 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 Part. Uniform 0-0-0 to 4-0-0 Top 88 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall 2 Uniform Near Face 70 PLF 280 PLF 0 PLF 0 PLF 0 PLF Floor 2 Point 4-0-0 Top 322 lb 0 lb 0 lb 0 lb 0 lb Gable beam Brg 1 Bearing Length 0-3-0 Continued on page 2... This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 9 of 11 16'2 1/2" 15'5 1/2" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" 2 1 3 Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorLiving room / Dining room girder LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Version 17.40.119 Powered by iStruct ...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 Point 12-0-0 Top 446 lb 0 lb 0 lb 0 lb 0 lb Gable beam Brg 2 Bearing Length 0-3-0 3 Part. Uniform 12-0-0 to 16-2-8 Top 88 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Point 12-2-12 Far Face 1252 lb 1385 lb 1385 lb 0 lb 0 lb Dining room/Kitchen header Brg 2 Self Weight 18 PLF This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 10 of 11 1 1/2"16'2 1/2" 15'5 1/2" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" Client: 84 Lumber Project: 36 Meadow Street Address:36 Meadow Street Florence, MA Date: 4/18/2018 Designer: Steve Rosinski Job Name: 180173_36 Meadow Street Project #: 180173 Level: 1st floorLiving room / Dining room girder LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Version 17.40.119 Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. except for regions covered by concentrated load fastening. Nail from both sides. Maximum end distance not to exceed 6" Capacity 85.9 % Load 233.3 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 Min/Max fastener distances for Concentrated Side Loads Concentrated Load Fasten at concentrated side load at 12-2-12 with a minimum of (16) – 16d Common nails (.162x3.5") in the pattern shown. Repeat fasteners on both sides. Capacity 98.5 % Load 2220.1lb. Total Yield Limit 2254.3 lb. Cg 1.0000 Yield Limit per Fastener 140.9 lb. Yield Mode IV Load Combination D+0.75(L+S) Duration Factor 1.15 This design is valid until6/30/2018 Louisiana-Pacific Corp 414 Union Street, Suite 2000 Nashville, TN 37219 (888) 820-0325 www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228 Manufacturer Info Sherwood Lumber519 American Legion Highway - Suite 2, Unit 3, MA02790855.753.5193 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 11 of 11