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43-126 (3) Forte MEMBER REPORT Level, Flush Beam G PASSED t/ software 1 piece(s) 2 x 8 Southern Pine No. 1 Overall Length. 7' 6" 0 0 \ I_ . 7' 6 11 ® . All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual tb Location Allowed Result LDF Load Combination(Load Pattern) System : Floor Member Reaction (lbs) 1020 @ 2" 5085 Passed (20 %) -- 1.0 D + 1.0 S (All Spans) Member Type : Flush Beam Shear (lbs) 848 @ 9 1/4" 1459 Passed (58 %) 1.15 1.0 D + 1.0 5 (All Spans) Building Use : Residential Moment (Ft-lbs) 1828 @ 3' 9" 1889 Passed (97 %) 1.15 1.0 D + 1.0 5 (All Spans) Building Code : IBC Live Load Defl. (in) 0.165 @ 3' 9" 0.179 Passed (L/521) -- 1.0 D + 1.0 5 (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.209 @ 3' 9" 0.358 Passed (L/412) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 2' 2 13/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1 - 7 1/4" Beam - Southern Pine 2.00" Hanger Hanger 224 0 0 844 0 0 None 2 - 7 1/4" Beam - Southern Pine 2.00" Hanger Hanger 224 0 0 844 0 0 None Connector: Simpson Strong -Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LU28 N/A 8 -10d common 6 -10d x 1 -1/2 2 - Face Mount Hanger LU28 N/A 8 -10d common 6 -10d x 1 -1/2 Tributary Dead Floor Live Roof Live Snow Wind Seismic Loads Location', Width (0.90) (1.00) (non -snow: 1.25) (1.15) (1.60) ( Comments 1 - Unifonn(PLF) 0 to 7 6" N/A 57.0 0.0 0.0 225.0 0.0 0.0 Residential - Living Areas f� 1LEVEL® Notes. SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly l 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 int 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 KB/ BR • eve Forte' MEMBER REPORT Level, Floor: Flush Beam F PASSED software 3 piece(s) 2 x 8 Southern Pine No. 1 Overall Length. 7' 6" l 0 I II X X 6' 6.. 1' II 111 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination(Load Pattern) System : Floor Member Reaction (lbs) 4165 @ 10 1/4" 8899 Passed (47 %) -- 1.0 D + 1.0 S (All Spans) Member Type : Flush Beam Shear (Ibs) 3579 @ 1 1/4" 4377 Passed (82 %) 1.15 1.0 D + 1.0 5 (All Spans) Building Use : Residential Moment (Ft -Ibs) -3065 @ 10 1/4" 5667 Passed (54 %) 1.15 1.0 D + 1.0 5 (All Spans) Building Code : IBC Live Load Defl. (in) -0.045 @ 3' 7 15/16" 0.162 Passed (L/999 +) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.044 @ 0 0.200 Passed (2L/470) -- 1.0 D + 1.0 5 (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (0.2 "). • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 4 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -380 Ibs uplift at support 2. Strapping or other restraint may be required. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1 - Column - Southern Pine 3.50" 3.50" 1.64" 1052 332 0 3113 0 0 Blocking 2 - Column - Southern Pine 3.50" 2.25" 1.50" (2/ -17) (272/ -5) 0 -363 0 0 1 1/4" Rim Board . Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 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 7' 6" 1' 4" 15.0 60.0 0.0 0.0 0.0 0.0 Residential - Living Areas 2- Point(Ib) 0 N/A 413 0 0 1650 0 0 3- Point(lb) 0 N/A 413 0 0 1100 0 0 iLEVEL® Notes 0 SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly 1 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 KB/ BR ' e ` Forte MEMBER REPORT Level, Floor.' Flush Beam E PASSED 1 software 3 piece(s) 2 x 8 Southern Pine No. 1 Overall Length. 7' 6" 3 4 0 I X X 6' 6,. 1' 11 1111 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual 0 Location Allowed, Result LDF Load Combination(Load Pattern) System : Floor Member Reaction (Ibs) 3980 @ 10 1/4" 8899 Passed (45 %) -- 1.0 D + 1.0 S (All Spans) Member Type : Flush Beam Shear (Ibs) 3416 @ 1 1/4" 4377 Passed (78 %) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft -Ibs) -2926 @ 10 1/4" 5667 Passed (52 %) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) -0.043 @ 3' 7 15/16" 0.162 Passed (L/999 +) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.041 @ 0 0.200 Passed (2L/494) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (211480) and TL (0.2 "). ' • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 4 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -358 Ibs uplift at support 2. Strapping or other restraint may be required. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1 - Column - Southern Pine 3.50" 3.50" 1.57" 1009 332 0 2971 0 0 Blocking 2 - Column - Southern Pine 3.50" 2.25" 1.50" (2/ -12) (272/ -5) 0 -346 0 0 1 1/4" Rim Board . Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 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 7 6" 1 4" 15.0 60.0 0.0 0.0 0.0 0.0 Residential - Living Areas 2- Point(lb) 0 N/A 394 0 0 1575 0 0 3- Point(lb) 0 N/A 394 0 0 1050 0 0 iLEVEL® Notes 0 SUSTAINABLE FORESTRY INITIATIVE 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 det 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 KB/ BR • kr ` Forte' MEMBER REPORT Level, Floor.. Flush Beam B PASSED ; software 2 piece(s) 2 x 8 Southern Pine No. 1 Overall Length: 8' 7" 0 0 8' ,1 0 0 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual i Location Allowed Result LDF Load Combination(Load Pattern) System : Floor Member Reaction (Ibs) 1201 @ 2" 3814 Passed (31 %) -- 1.0 D + 1.0 5 (All Spans) Member Type : Flush Beam Shear (Ibs) 974 © 10 3/4" 2918 Passed (33 %) 1.15 1.0 D + 1.0 S (All Spans) Budding Use : Residential Moment (Ft -Ibs) 2440 © 4' 3 1/2" 3778 Passed (65 %) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) 0.145 @ 4' 3 1/2" 0.206 Passed (L/684) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.185 © 4' 3 1/2" 0.412 Passed (L/536) -- 1.0 D + 1.0 5 (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 8' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (lbs) Supports Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1 - Column - Southern Pine 3.50" 2.25" 1.50" 264 0 0 966 0 0 1 1/4" Rim Board 2 - Column - Southem Pine 3.50" 2.25" 1.50" 264 0 0 966 0 0 1 1/4" Rim Board . Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. 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 - Unifomi(PSF) 0 to 8' 7" 3' 9" 15.0 0.0 0.0 60.0 0.0 0.0 Residential - Living Areas iLEVEL® Notes ( SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly ll disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (www.iLevel.com) Accessories (Rini 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 KB/ BR a- eve Forte' MEMBER REPORT Level, Floor: Flush Beam D PASSED 8 software 3 piece(s) 2 x 8 Southern Pine No. 1 Overall Length. 7' 6" l C 11 1 6 ' 6 " 1' 0 El All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load Combination(Load Pattern) System : Floor Member Reaction (Ibs) 4286 @ 10 1/4" 8899 Passed (48 %) -- 1.0 D + 1.0 5 (All Spans) Member Type : Flush Beam Shear (lbs) 3686 @ 1 1/4" 4377 Passed (84 %) 1.15 1.0 D + 1.0 5 (All Spans) Building Use : Residential Moment (Ft -Ibs) -3156 @ 10 1/4" 5667 Passed (56 %) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) -0.045 @ 3' 7 15/16" 0.162 Passed (L/999 +) -- 1.0 D + 1.0 5 (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.045 @ 0 0.200 Passed (2L/456) -- 1.0 D + 1.0 S (AII Spans) • Deflection criteria: LL (L/480) and TL (1/240). • Overhang deflection criteria: LL (21/480) and TL (0.2 "). • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 4 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -394 Ibs uplift at support 2. Strapping or other restraint may be required. • Applicable calculations are based on NDS 2005 methodology. Bearing', Support Reactions (lbs) SUppOrts Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1 - Column - Southem Pine 3.50" 3.50" 1.69" 1138 332 0 3148 0 0 Blocking 2 - Column - Southem Pine 3.50" 2.25" 1.50" (2/ -27) (272/ -5) 0 -367 0 0 1 1/4" Rim Board . Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 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 7' 6" 1' 4" 15.0 60.0 0.0 0.0 0.0 0.0 Residential - Living Areas 2- Point(Ib) 0 N/A 188 0 0 750 0 0 3- Point(Ib) 0 N/A 263 0 0 919 0 0 4- Point(Ib) 0 N/A 263 0 0 612 0 0 5- Point(lb) 0 N/A 188 0 0 500 0 0 iLEVEL® Notes 0 SUSTAINABLE FORESTRY INITIATIVE 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 KB/ BR 1 Forte MEMBER REPORT Level, Floor: Flush Beam A PASSED software 3 piece(s) 2 x 8 Southern Pine No. 1 Overall Length: 7' 6" 1 I I ]' 6' 6„ 1' v Ell All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination(Load Pattern) System : Floor Member Reaction (Ibs) 4653 @ 10 1/4" 8899 Passed (52 %) -- 1.0 D + 1.0 5 (All Spans) Member Type : Flush Beam Shear (Ibs) 4010 @ 1 1/4" 4377 Passed (92 %) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft -Ibs) -3433 @ 10 1/4" 5667 Passed (61 %) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) -0.050 @ 3' 7 15/16" 0.162 Passed (1/999 +) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.049 @ 0 0.200 Passed (21/418) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (1/480) and TL (1/240). • Overhang deflection criteria: LL (21/480) and TL (0.2 "). • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 4 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -437 Ibs uplift at support 2. Strapping or other restraint may be required. • Applicable calculations are based on NDS 2005 methodology. Bearing', Support Reactions (Ibs) Supports Total Available Required Dead Floor Live Roof Live ' Snow Wind Seismic Accessories 1 - Column - Southern Pine 3.50" 3.50" 1.83" 1222 332 0 3431 0 0 Blocking 2 - Column - Southern Pine 3.50" 2.25" 1.50" (2/ -37) (272/ -5) 0 -400 0 0 1 1/4" Rim Board . Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 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 - Uniforrn(PSF) 0 to 7' 6" 1' 4" 15.0 60.0 0.0 0.0 0.0 0.0 Residential - Living Areas 2- Point(Ib) 0 N/A 225 0 0 900 0 0 3- Point(lb) 0 N/A 263 0 0 919 0 0 4- Point(lb) 0 N/A 263 0 0 612 0 0 5- Point(lb) 0 N/A 225 0 0 600 0 0 (LEVEL® Notes SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with 1 evel® product design criteria and published design values. iLevel® expressly 0 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. level® 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 KB/ BR o • Forte MEMBER REPORT Level, Roof Drop Beam CR1 PASSED software 2 piece(s) 2 x 10 Spruce- Pine -Fir No. 1 / No 2 Overall Length. 9' 5 1''2" 0 0 12 D 2" 11 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load Combination(Load Pattern) System : Roof Member Reaction (Ibs) 1182 @ 2" 4463 Passed (26 %) -- 1.0 D + 1.0 S (All Spans) Member Type : Drop Beam Shear (Ibs) 871 @ 1' 3/4" 2872 Passed (30 %) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft -Ibs) 2246 @ 4' 3 5/8" 3946 Passed (57 %) 1.15 1.0 D + 1.0 5 (All Spans) Building Code : IBC Live Load Defl. (in) 0.093 @ 4' 7 1/2" 0.456 Passed (L/999 +) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.120 @ 4' 7 9/16" 0.608 Passed (L/910) -- 1.0 D + 1.0 S (All Spans) Member Pitch: 0/12 • Deflection criteria: LL (L/240) and TL (L/180). • Bracing (Lu): AII compression edges (top and bottom) must be braced at 9' 5 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Bearing Support Reactions (Ibs) Supports Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1 - Column - Southern Pine 3.50" 3.50" 1.50" 263 0 0 919 0 0 Blocking 2 - Column - Southern Pine 3.50" 3.50" 1.50" 186 0 0 611 0 0 Blocking . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 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 2' N/A 57.0 0.0 0.0 228.0 0.0 0.0 Snow 2 - Tapered(PLF) 2' to 9' 5 1/2" N/A 57.0 to 15.0 0.0 0.0 228.0 to 60.0 0.0 0.0 iLEVEL® Notes SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly 1 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 KB/ BR • i Forte MEMBER REPORT Level, Drop Beam C/ PASSED software 2 piece(s) 2 x 8 Southern Pine No. 1 Overall Length: 9' S 1'2" 0 0 12 X 9 11 El All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location - Allowed Result LDF Load Combination(Load Pattern) System : Roof Member Reaction (Ibs) 868 @ 2" 5933 Passed (15 %) -- 1.0 D + 1.0 S (All Spans) Member Type : Drop Beam Shear (Ibs) 676 @ 10 3/4" 2918 Passed (23 %) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft -Ibs) 1650 @ 4' 3 5/8" 3778 Passed (44 %) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) 0.106 @ 4' 7 1/2" 0.456 Passed (1/999 +) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.151 @ 4' 7 9/16" 0.608 Passed (1/724) -- 1.0 D + 1.0 S (All Spans) Member Pitch: 0/12 • Deflection criteria: LL (L/240) and TL (L/180). • Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 5 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Searing Support Reactions (Ibs) SUppOI'ts Total Available Required Dead Floor Live Roof Live Snow Wind Seismic Accessories 1- Column - Southern Pine 3.50" 3.50" 1.50" 256 0 0 612 0 0 Blocking 2 - Column - Southern Pine 3.50" 3.50" 1.50" 179 0 0 408 0 0 Blocking . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 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 2' N/A 57.0 0.0 0.0 152.0 0.0 0.0 Snow 2 - Tapered(PLF) 2' to 9' 5 1/2" N/A 57.0 to 15.0 0.0 0.0 152.0 to 40.0 0.0 0.0 iLEVEL®R Notes (25 SUSTAINABLE FORESTRY INITIATIVE iLevel® warrants that the sizing of its products will be in accordance with iLevel® product design criteria and published design values. iLevel® expressly 11 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 130 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 KB/ BR 1 eve Forte JOB SUMMARY REPORT software deck job- Florence.4te 01: Level Member Name Results Current Solution Errors Drop Beam C1 Passed 2 Piece(s) Southern Pine No. 1 Roof Drop Beam CR1 Passed 2 Piece(s) Spruce-Pine-Fir No. 1 / No. 2 Floor: Flush Beam A Passed 3 Piece(s) Southern Pine No. 1 Floor: Flush Beam D Passed 3 Piece(s) Southern Pine No. 1 Floor: Flush Beam B Passed 2 Piece(s) Southern Pine No. 1 — Floor: Flush Beam E Passed 3 Piece(s) Southern Pine No. 1 Floor: Flush Beam F Passed 3 Piece(s) Southern Pine No. 1 Flush Beam G Passed 1 Piece(s) Southern Pine No. 1 - _ _ CPA' - 1 . . . ' f , I _ . 4 . ' -,--- - ---- 1 - 4, ' .1 - n 44 ..4- e....., s. r -,' .> L. )-e --- ).-- - -- „,_ , --,„. --.--' ; ,,-; • c ^ ,t\-- -.•1 ''l '-..,, ...,-----. .,'; , I --1-- ..... ,. -\.- ..,.... ;..,.....„ ,. _ ....,. .., ._ . ,„., z ...._' . t--- . . , . \\\\\. ___ ,, / - .......- ,_ _ . , . :\... n , _,,,,, 7 \ , ..., -r . ,... _ ,.._ . . _ 1A ..- __----: \ \ . . . . , . ......, . , „_... , \ \ ...... . 1 ,.... „...,...... . _. . , . , . , . . . ' - ..... , . ':-..., . ..- ----- _, ... , .., , ..... - ,. ,,. . „ ) i ..• <3 6 ...".". 1 I ..., . 09040 VW NaldINVHDION y ra 5 Ile 9 I AON C -..6 O3AE1OJI