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202_Chestnut_calcpackage01: Roof System Member Name Results Current Solution Errors Roof: Flush Beam Pass 2 Piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Roof: Ridge Beam Pass 1 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL Roof: Flush Beam Pass 2 Piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Roof: Flush Beam Pass 2 Piece(s) 1 3/4" x 7 1/4" 1.9E Microllam® LVL 02: Floor System Member Name Results Current Solution Errors Floor: Drop Beam Pass 2 Piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL solomon4te4te4te.4te JOB SUMMARY REPORT iLevel® Forte™ v2.1, Design Engine: V5.2.1.1 4/6/2011 3:02:35 PM Page 1 of 6 solomon4te4te4te.4te Forte™ Software Operator Kyle Belanger Cowls Building Supply (413) 549-0001 kyle@cowls.com Job Notes Solomon/ Donnellan Job 202 chestnut St. Florence, MA 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination (Load Pattern) Member Reaction (lbs)2504 @ 13' 5 1/2"3981 Passed (63%)- -1.0 D + 1.0 L + 1.0 S (All Spans) Shear (lbs)2148 @ 1' 3"7265 Passed (30%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Moment (Ft-lbs)8191 @ 6' 10 3/4"13541 Passed (60%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Live Load Defl. (in)0.415 @ 6' 10 3/4"0.438 Passed (L/379)- -1.0 D + 1.0 L + 1.0 S (All Spans) Total Load Defl. (in)0.564 @ 6' 10 3/4"0.656 Passed (L/279)- -1.0 D + 1.0 L + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Column - Spruce Pine Fir 5.50"4.25"1.50"691 0 0 1931 0 0 1 1/4" Rim Board 2 - Column - Spruce Pine Fir 3.00"1.75"1.50"670 0 0 1873 0 0 1 1/4" Rim Board •Deflection criteria: LL (L/360) and TL (L/240). •Bracing (Lu): All compression edges (top and bottom) must be braced at 13' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. •Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Roof System, Roof: Flush BeamMEMBER REPORT Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90)(1.00)(non-snow: 1.25)(1.15)(1.60)(1.60)Comments 1 - Uniform(PSF)0 to 13' 7"1' 6"14.4 0.0 0.0 40.0 0.0 0.0 2 - Uniform(PSF)0 to 13' 7"5' 6"12.6 0.0 0.0 40.0 0.0 0.0 PASSED iLEVEL® Notes iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Kyle Belanger; Cowls Building Supply iLevel® Forte™ v2.1, Design Engine: V5.2.1.1 4/6/2011 3:02:36 PM Page 2 of 6 solomon4te4te4te.4te Forte™ Software Operator Kyle Belanger Cowls Building Supply (413) 549-0001 kyle@cowls.com Job Notes Solomon/ Donnellan Job 202 chestnut St. Florence, MA 1 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination (Load Pattern) Member Reaction (lbs)2367 @ 4"4834 Passed (49%)- -1.0 D + 1.0 L + 1.0 S (All Spans) Shear (lbs)1891 @ 1' 5 3/8"4541 Passed (42%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Moment (Ft-lbs)7381 @ 6' 9 1/2"10263 Passed (72%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Live Load Defl. (in)0.353 @ 6' 9 1/2"0.431 Passed (L/439)- -1.0 D + 1.0 L + 1.0 S (All Spans) Total Load Defl. (in)0.521 @ 6' 9 1/2"0.646 Passed (L/298)- -1.0 D + 1.0 L + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Column - Spruce Pine Fir 5.50"4.25"2.08"771 0 0 1630 0 0 1 1/4" Rim Board 2 - Column - Spruce Pine Fir 5.50"4.25"2.08"771 0 0 1630 0 0 1 1/4" Rim Board •Deflection criteria: LL (L/360) and TL (L/240). •Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 2 3/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. •Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Roof System, Roof: Ridge BeamMEMBER REPORT Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90)(1.00)(non-snow: 1.25)(1.15)(1.60)(1.60)Comments 1 - Uniform(PSF)0 to 13' 7"6'18.0 0.0 0.0 40.0 0.0 0.0 Snow PASSED iLEVEL® Notes iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Kyle Belanger; Cowls Building Supply iLevel® Forte™ v2.1, Design Engine: V5.2.1.1 4/6/2011 3:02:36 PM Page 3 of 6 solomon4te4te4te.4te Forte™ Software Operator Kyle Belanger Cowls Building Supply (413) 549-0001 kyle@cowls.com Job Notes Solomon/ Donnellan Job 202 chestnut St. Florence, MA 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination (Load Pattern) Member Reaction (lbs)6441 @ 8' 10 1/2"6825 Passed (94%)- -1.0 D + 1.0 L + 1.0 S (All Spans) Shear (lbs)3175 @ 9' 9 1/2"7265 Passed (44%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Moment (Ft-lbs)-5921 @ 8' 10 1/2"13541 Passed (44%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Live Load Defl. (in)0.182 @ 16' 5 1/16"0.442 Passed (L/872)- -1.0 D + 1.0 L + 1.0 S (All Spans) Total Load Defl. (in)0.277 @ 16' 4 3/4"0.663 Passed (L/574)- -1.0 D + 1.0 L + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Column - Spruce Pine Fir 5.50"4.25"1.50"481 0 0 1076 0 0 1 1/4" Rim Board 2 - Column - Spruce Pine Fir 3.00"3.00"2.83"2064 0 0 4377 0 0 None 3 - Column - Spruce Pine Fir 5.50"4.25"1.50"905 0 0 1961 0 0 1 1/4" Rim Board •Deflection criteria: LL (L/360) and TL (L/240). •Bracing (Lu): All compression edges (top and bottom) must be braced at 19' 10 7/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. •Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Roof System, Roof: Flush BeamMEMBER REPORT Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90)(1.00)(non-snow: 1.25)(1.15)(1.60)(1.60)Comments 1 - Uniform(PLF)0 to 22' 5 1/2"N/A 43.0 0.0 0.0 60.0 0.0 0.0 2 - Point(lb)2' 7"N/A 317 0 0 845 0 0 3 - Point(lb)8' 5 1/2"N/A 317 0 0 845 0 0 4 - Point(lb)10' 9"N/A 464 0 0 1235 0 0 5 - Point(lb)20'N/A 464 0 0 1235 0 0 6 - Uniform(PLF)0 to 2' 7"N/A 98.0 0.0 0.0 260.0 0.0 0.0 7 - Uniform(PLF)8' 5 1/2" to 10' 9"N/A 98.0 0.0 0.0 260.0 0.0 0.0 8 - Uniform(PLF)20' to 22' 5 1/2"N/A 98.0 0.0 0.0 260.0 0.0 0.0 PASSED iLEVEL® Notes iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Kyle Belanger; Cowls Building Supply iLevel® Forte™ v2.1, Design Engine: V5.2.1.1 4/6/2011 3:02:36 PM Page 4 of 6 solomon4te4te4te.4te Forte™ Software Operator Kyle Belanger Cowls Building Supply (413) 549-0001 kyle@cowls.com Job Notes Solomon/ Donnellan Job 202 chestnut St. Florence, MA 2 piece(s) 1 3/4" x 7 1/4" 1.9E Microllam® LVL All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination (Load Pattern) Member Reaction (lbs)1800 @ 1 1/2"3981 Passed (45%)- -1.0 D + 1.0 L + 1.0 S (All Spans) Shear (lbs)1526 @ 10 1/4"5544 Passed (28%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Moment (Ft-lbs)4406 @ 5' 1/2"8182 Passed (54%)1.15 1.0 D + 1.0 L + 1.0 S (All Spans) Live Load Defl. (in)0.274 @ 5' 1/2"0.328 Passed (L/431)- -1.0 D + 1.0 L + 1.0 S (All Spans) Total Load Defl. (in)0.384 @ 5' 1/2"0.492 Passed (L/307)- -1.0 D + 1.0 L + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Column - Spruce Pine Fir 3.00"1.75"1.50"526 0 0 1311 0 0 1 1/4" Rim Board 2 - Column - Spruce Pine Fir 3.00"1.75"1.50"526 0 0 1311 0 0 1 1/4" Rim Board •Deflection criteria: LL (L/360) and TL (L/240). •Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 10 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. •Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Roof System, Roof: Flush BeamMEMBER REPORT Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90)(1.00)(non-snow: 1.25)(1.15)(1.60)(1.60)Comments 1 - Uniform(PSF)0 to 10' 1"6' 6"15.0 0.0 0.0 40.0 0.0 0.0 Snow PASSED iLEVEL® Notes iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Kyle Belanger; Cowls Building Supply iLevel® Forte™ v2.1, Design Engine: V5.2.1.1 4/6/2011 3:02:37 PM Page 5 of 6 solomon4te4te4te.4te Forte™ Software Operator Kyle Belanger Cowls Building Supply (413) 549-0001 kyle@cowls.com Job Notes Solomon/ Donnellan Job 202 chestnut St. Florence, MA 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination (Load Pattern) Member Reaction (lbs)8747 @ 21' 8"10876 Passed (80%)- -1.0 D + 1.0 L + 1.0 S (Alt Spans) Shear (lbs)5808 @ 20' 9"7265 Passed (80%)1.15 1.0 D + 1.0 L + 1.0 S (Alt Spans) Moment (Ft-lbs)7238 @ 18' 9 13/16"13541 Passed (53%)1.15 1.0 D + 1.0 L + 1.0 S (Alt Spans) Live Load Defl. (in)0.165 @ 17' 9 3/16"0.296 Passed (L/646)- -1.0 D + 1.0 L + 1.0 S (Alt Spans) Total Load Defl. (in)0.222 @ 17' 9 1/2"0.444 Passed (L/480)- -1.0 D + 1.0 L + 1.0 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor live Roof live Snow Wind Seismic Accessories 1 - Plate on concrete - Southern Pine 5.50"5.50"1.50"677 (2150/-42)0 20 0 0 Blocking 2 - Column - Parallam® PSL 7.00"7.00"4.27"2677 4761 0 3771 0 0 Blocking 3 - Column - Parallam® PSL 7.00"7.00"3.62"2192 5106 0 2195 0 0 Blocking 4 - Plate on concrete - Southern Pine 5.50"5.50"4.42"2558 (2256/-37)0 3934 0 0 Blocking •Deflection criteria: LL (L/360) and TL (L/240). •Bracing (Lu): All compression edges (top and bottom) must be braced at 16' 3 1/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Floor System, Floor: Drop BeamMEMBER REPORT Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location Width (0.90)(1.00)(non-snow: 1.25)(1.15)(1.60)(1.60)Comments 1 - Uniform(PSF)0 to 22'13' 9"12.0 40.0 0.0 0.0 0.0 0.0 Residential - Living Areas 2 - Point(lb)8' 7 1/2"N/A 1673 0 0 4076 0 0 3 - Point(lb)12' 9 1/2"N/A 535 0 0 1468 0 0 4 - Point(lb)21'N/A 2064 0 0 4377 0 0 PASSED iLEVEL® Notes iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Kyle Belanger; Cowls Building Supply iLevel® Forte™ v2.1, Design Engine: V5.2.1.1 4/6/2011 3:02:37 PM Page 6 of 6 solomon4te4te4te.4te Forte™ Software Operator Kyle Belanger Cowls Building Supply (413) 549-0001 kyle@cowls.com Job Notes Solomon/ Donnellan Job 202 chestnut St. Florence, MA