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HomeMy WebLinkAboutSTRUCTURAL LETTER - 22-00754 - 249 Harvard Ave - Solar Panels6949 S High Tech Drive Suite 200 Midvale, UT 84047 P (801) 352-0075 F (801) 352-7989 November 29, 2022 Energy Savers 245 E 2150 N Layton, Utah 84041 Re: David Ward: 249 Harvard Ave, Rexburg, ID 83440 We have been retained to review the feasibility of adding solar panels to the above referenced site. We have reviewed the solar panel installation site plan and conclude that the panels will not negatively affect the structure at the site mentioned above. The main roof consists of 2x6 rafters @ 16” O.C., 2x4 diagonal kickers @ 32” O.C., and 2x6 continuous midspan supports. The rear addition consists of premanufactured trusses. Both roof framing situations are adequate to support existing and added loads for the reasons outlined below. The solar panels and their respective design, attachments, and connections shall be per the responsibility of the manufacturer/installer and shall be installed and designed in accordance with the 2018 IBC and ASCE 7-16. The structure is adequate to take on the additional lateral loads due to the solar panels for the following reasons: Any increase in wind loads is negligible due to the mounting pattern of the panels being flush with the existing roof. The solar panels weigh 2.3 psf. Per the IEBC section 503.4, the lateral force resisting system need not be adjusted for less than a 10% change in seismic loads. Since the roof dead load is 15 psf, and the solar panels that weigh 2.3 psf affect less than 50% of the roof structure, the increase in seismic lateral loads is less than 9%. The structure is also adequate to resist the gravity loads due to the solar panels for the following reasons: The attached calculations show that the roof framing is adequate to support the existing dead loads, added solar panel dead loads, and anticipated roof snow loads. See the attached calculations for further clarification. All attachments of the solar panels to the roof structure shall be staggered and spaced on various rafters/truss top chords per the rail system manufacturer in order to have the loads shared by multiple roof structural elements. Focus Engineering & Surveying is not responsible for any problems produced due to improper installation. Focus Engineering & Surveying also assumes the structure is in good condition and was adequately designed by the original design professional and assumes no liability for problems existing due to improper original design. Sincerely, Rusten Tauteoli Jr. Project Manager Focus Engineering & Surveying Reviewed By: Matthew S. Hakes, P.E. Project Manager Focus Engineering & Surveying 11/29/2022 Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-1 Nov 29, 2022 Main House Framing Calcs.r3d Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-2 Nov 29, 2022 Main House Framing Calcs.r3d Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-3 Nov 29, 2022 Main House Framing Calcs.r3d Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-4 Nov 29, 2022 Main House Framing Calcs.r3d Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-5 Nov 29, 2022 Main House Framing Calcs.r3d Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-6 Nov 29, 2022 Main House Framing Calcs.r3d Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward SK-7 Nov 29, 2022 Main House Framing Calcs.r3d Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 1 Node Coordinates Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1 N1 0 0 0 2 N2 32 0 0 3 N3 16 8 0 4 N9 8 4 0 5 N10 24 4 0 6 N4 16 0 0 7 N13 0 0 -1.333333 8 N14 32 0 -1.333333 9 N15 16 8 -1.333333 10 N16 8 4 -1.333333 11 N17 16 0 -1.333333 12 N18 24 4 -1.333333 13 N19 0 0 -2.66666 14 N20 32 0 -2.66666 15 N21 16 8 -2.66666 16 N22 8 4 -2.66666 17 N23 16 0 -2.66666 18 N24 24 4 -2.66666 Node Boundary Conditions Node Label X [k/in]Y [k/in]Z [k/in] 1 N4 Reaction Fixed 2 N1 Reaction Fixed 3 N2 Reaction Reaction Reaction 4 N3 Fixed 5 N13 Reaction Fixed 6 N14 Reaction Reaction Reaction 7 N15 Fixed 8 N17 Reaction Fixed 9 N19 Reaction Fixed 10 N20 Reaction Reaction Reaction 11 N21 Fixed 12 N23 Reaction Fixed Wood Properties Label Type Database Species Grade Cm Ci Emod Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] 1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 0.3 0.3 0.035 2 SP Solid Sawn Visually Graded Southern Pine No.1 1 0.3 0.3 0.035 3 HF Solid Sawn Visually Graded Hem-Fir No.1 1 0.3 0.3 0.035 4 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 0.3 0.3 0.035 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E_DF_UNBAL na 1 0.3 0.3 0.035 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 0.3 0.3 0.035 8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E_SP_UNBAL na 1 0.3 0.3 0.035 9 DF#2 Solid Sawn Visually Graded Douglas Fir-Larch No.2 1 0.3 0.3 0.035 10 DF#1 and Better Solid Sawn Visually Graded Douglas Fir-Larch No.1 & Better 1 0.3 0.3 0.035 Wood Section Sets Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 House Rafters 2X6 Beam Rectangular DF Typical 8.25 1.547 20.797 5.125 2 Ceiling Joist 2X6 Beam Rectangular DF Typical 8.25 1.547 20.797 5.125 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 2 Wood Section Sets (Continued) Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 3 House Kicker 2X4 Beam Rectangular DF Typical 5.25 0.984 5.359 2.877 4 Midspan 2X6 Beam Rectangular DF Typical 8.25 1.547 20.797 5.125 5 Garage Rafter 2X4 Beam Rectangular DF Typical 5.25 0.984 5.359 2.877 6 Garage Vert. Kicker 2X4 Column Rectangular DF Typical 5.25 0.984 5.359 2.877 7 Garage Dia. Kicker 1.01X5.5FS Column Rectangular DF Typical 5.555 0.472 14.003 1.67 8 Garage Center Post 1.01X5.5FS Column Rectangular DF Typical 5.555 0.472 14.003 1.67 9 Ridge 1.01X5.5FS Column Rectangular DF Typical 5.555 0.472 14.003 1.67 Wood Design Parameters Label Shape Length [ft]le2 [ft]le1 [ft]le-bend top [ft]le-bend bot [ft]Cr y sway z sway 1 M1 Ceiling Joist 32 1 Segment Segment Lbyy Yes 2 M2 House Rafters 17.889 1 Segment Lbyy Segment Yes 3 M3 House Rafters 17.889 1 Segment Lbyy Segment Yes 4 M7 House Kicker 8.944 4 Lbyy 5 M8 House Kicker 8.944 4 Lbyy 6 M11 Ceiling Joist 32 1 Segment Segment Lbyy Yes 7 M12 House Rafters 17.889 1 Segment Lbyy Segment Yes 8 M13 House Rafters 17.889 1 Segment Lbyy Segment Yes 9 M16 Ceiling Joist 32 1 Segment Segment Lbyy Yes 10 M17 House Rafters 17.889 1 Segment Lbyy Segment Yes 11 M18 House Rafters 17.889 1 Segment Lbyy Segment Yes 12 M19 House Kicker 8.944 4 Lbyy 13 M20 House Kicker 8.944 4 Lbyy 14 M21 Midspan 2.667 Lbyy 15 M22 Midspan 2.667 Lbyy 16 M40 Garage Center Post 2.667 Lbyy Design Size and Code Check Parameters Label Max Axial/Bending Chk Max Shear Chk 1 Typical 1 1 Deflection Design Label LC Ratio LC Ratio LC Ratio 1 Typical 1 240 2 360 3 240 Node Reactions LC Node Label X [k]Y [k]Z [k]MX [k-ft]MY [k-ft]MZ [k-ft] 1 1 N4 0 0.314 NC 0 0 0 2 1 N1 0 0.221 NC 0 0 0 3 1 N2 -0.008 0.225 0 0 0 0 4 1 N13 0 0.185 NC 0 0 0 5 1 N14 0.015 0.177 0 0 0 0 6 1 N17 0 0.1 NC 0 0 0 7 1 N19 0 0.221 NC 0 0 0 8 1 N20 -0.008 0.225 0 0 0 0 9 1 N23 0 0.314 NC 0 0 0 10 1 Totals:0 1.983 0 11 1 COG (ft):X: 16 Y: 3.032 Z: -1.333 12 2 N4 0 0 NC 0 0 0 13 2 N1 0 0 NC 0 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 3 Node Reactions (Continued) LC Node Label X [k]Y [k]Z [k]MX [k-ft]MY [k-ft]MZ [k-ft] 14 2 N2 0 0 0 0 0 0 15 2 N13 0 0 NC 0 0 0 16 2 N14 0 0 0 0 0 0 17 2 N17 0 0 NC 0 0 0 18 2 N19 0 0 NC 0 0 0 19 2 N20 0 0 0 0 0 0 20 2 N23 0 0 NC 0 0 0 21 2 Totals:0 0 0 22 2 COG (ft):NC NC NC 23 3 N4 0 0.314 NC 0 0 0 24 3 N1 0 0.221 NC 0 0 0 25 3 N2 -0.008 0.225 0 0 0 0 26 3 N13 0 0.185 NC 0 0 0 27 3 N14 0.015 0.177 0 0 0 0 28 3 N17 0 0.1 NC 0 0 0 29 3 N19 0 0.221 NC 0 0 0 30 3 N20 -0.008 0.225 0 0 0 0 31 3 N23 0 0.314 NC 0 0 0 32 3 Totals:0 1.983 0 33 3 COG (ft):X: 16 Y: 3.032 Z: -1.333 34 4 N4 0 0.314 NC 0 0 0 35 4 N1 0 0.221 NC 0 0 0 36 4 N2 -0.008 0.225 0 0 0 0 37 4 N13 0 0.185 NC 0 0 0 38 4 N14 0.015 0.177 0 0 0 0 39 4 N17 0 0.1 NC 0 0 0 40 4 N19 0 0.221 NC 0 0 0 41 4 N20 -0.008 0.225 0 0 0 0 42 4 N23 0 0.314 NC 0 0 0 43 4 Totals:0 1.983 0 44 4 COG (ft):X: 16 Y: 3.032 Z: -1.333 45 5 N4 0 0.314 NC 0 0 0 46 5 N1 0 0.221 NC 0 0 0 47 5 N2 -0.008 0.225 0 0 0 0 48 5 N13 0 0.185 NC 0 0 0 49 5 N14 0.015 0.177 0 0 0 0 50 5 N17 0 0.1 NC 0 0 0 51 5 N19 0 0.221 NC 0 0 0 52 5 N20 -0.008 0.225 0 0 0 0 53 5 N23 0 0.314 NC 0 0 0 54 5 Totals:0 1.983 0 55 5 COG (ft):X: 16 Y: 3.032 Z: -1.333 56 6 N4 0 1.032 NC 0 0 0 57 6 N1 0 0.864 NC 0 0 0 58 6 N2 -0.033 0.88 0 0 0 0 59 6 N13 0 0.704 NC 0 0 0 60 6 N14 0.066 0.672 0 0 0 0 61 6 N17 0 0.1 NC 0 0 0 62 6 N19 0 0.864 NC 0 0 0 63 6 N20 -0.033 0.88 0 0 0 0 64 6 N23 0 1.032 NC 0 0 0 65 6 Totals:0 7.027 0 66 6 COG (ft):X: 16 Y: 3.727 Z: -1.333 67 7 N4 0 0.852 NC 0 0 0 68 7 N1 0 0.703 NC 0 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 4 Node Reactions (Continued) LC Node Label X [k]Y [k]Z [k]MX [k-ft]MY [k-ft]MZ [k-ft] 69 7 N2 -0.027 0.716 0 0 0 0 70 7 N13 0 0.574 NC 0 0 0 71 7 N14 0.053 0.548 0 0 0 0 72 7 N17 0 0.1 NC 0 0 0 73 7 N19 0 0.703 NC 0 0 0 74 7 N20 -0.027 0.716 0 0 0 0 75 7 N23 0 0.852 NC 0 0 0 76 7 Totals:0 5.766 0 77 7 COG (ft):X: 16 Y: 3.667 Z: -1.333 Node Reactions - Overstrength or Capacity Limit No Data to Print... Node Displacements LC Node Label X [in]Y [in]Z [in]X Rotation [rad]Y Rotation [rad]Z Rotation [rad] 1 1 N1 -0.008 0 0 -2.475e-4 -6.823e-5 -1.748e-3 2 1 N2 0 0 0 -2.191e-4 9.098e-5 9.676e-4 3 1 N3 -0.004 -0.015 0 1.472e-4 -3.35e-5 -1.799e-6 4 1 N9 -0.006 -0.01 0 -2.279e-4 -2.926e-4 1.381e-4 5 1 N10 -0.002 -0.01 0 -2.36e-4 1.737e-4 -1.334e-4 6 1 N4 -0.004 0 0 -1.149e-4 9.422e-5 1.409e-5 7 1 N13 -0.006 0 0 0 0 -1.741e-3 8 1 N14 0 0 0 0 0 1.03e-3 9 1 N15 -0.003 -0.013 0 0 0 -1.908e-6 10 1 N16 -0.001 -0.012 0 0 0 1.63e-4 11 1 N17 -0.003 0 0 0 0 -1.091e-6 12 1 N18 -0.004 -0.013 0 0 0 -1.607e-4 13 1 N19 -0.008 0 0 2.475e-4 6.823e-5 -1.748e-3 14 1 N20 0 0 0 2.191e-4 -9.098e-5 9.676e-4 15 1 N21 -0.004 -0.015 0 -1.472e-4 3.35e-5 -1.799e-6 16 1 N22 -0.006 -0.01 0 2.279e-4 2.926e-4 1.381e-4 17 1 N23 -0.004 0 0 1.149e-4 -9.422e-5 1.409e-5 18 1 N24 -0.002 -0.01 0 2.36e-4 -1.737e-4 -1.334e-4 19 2 N1 0 0 0 0 0 0 20 2 N2 0 0 0 0 0 0 21 2 N3 0 0 0 0 0 0 22 2 N9 0 0 0 0 0 0 23 2 N10 0 0 0 0 0 0 24 2 N4 0 0 0 0 0 0 25 2 N13 0 0 0 0 0 0 26 2 N14 0 0 0 0 0 0 27 2 N15 0 0 0 0 0 0 28 2 N16 0 0 0 0 0 0 29 2 N17 0 0 0 0 0 0 30 2 N18 0 0 0 0 0 0 31 2 N19 0 0 0 0 0 0 32 2 N20 0 0 0 0 0 0 33 2 N21 0 0 0 0 0 0 34 2 N22 0 0 0 0 0 0 35 2 N23 0 0 0 0 0 0 36 2 N24 0 0 0 0 0 0 37 3 N1 -0.008 0 0 -2.475e-4 -6.823e-5 -1.748e-3 38 3 N2 0 0 0 -2.191e-4 9.098e-5 9.676e-4 39 3 N3 -0.004 -0.015 0 1.472e-4 -3.35e-5 -1.799e-6 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 5 Node Displacements (Continued) LC Node Label X [in]Y [in]Z [in]X Rotation [rad]Y Rotation [rad]Z Rotation [rad] 40 3 N9 -0.006 -0.01 0 -2.279e-4 -2.926e-4 1.381e-4 41 3 N10 -0.002 -0.01 0 -2.36e-4 1.737e-4 -1.334e-4 42 3 N4 -0.004 0 0 -1.149e-4 9.422e-5 1.409e-5 43 3 N13 -0.006 0 0 0 0 -1.741e-3 44 3 N14 0 0 0 0 0 1.03e-3 45 3 N15 -0.003 -0.013 0 0 0 -1.908e-6 46 3 N16 -0.001 -0.012 0 0 0 1.63e-4 47 3 N17 -0.003 0 0 0 0 -1.091e-6 48 3 N18 -0.004 -0.013 0 0 0 -1.607e-4 49 3 N19 -0.008 0 0 2.475e-4 6.823e-5 -1.748e-3 50 3 N20 0 0 0 2.191e-4 -9.098e-5 9.676e-4 51 3 N21 -0.004 -0.015 0 -1.472e-4 3.35e-5 -1.799e-6 52 3 N22 -0.006 -0.01 0 2.279e-4 2.926e-4 1.381e-4 53 3 N23 -0.004 0 0 1.149e-4 -9.422e-5 1.409e-5 54 3 N24 -0.002 -0.01 0 2.36e-4 -1.737e-4 -1.334e-4 55 4 N1 -0.008 0 0 -2.474e-4 -6.821e-5 -1.748e-3 56 4 N2 0 0 0 -2.191e-4 9.097e-5 9.676e-4 57 4 N3 -0.004 -0.015 0 1.472e-4 -3.349e-5 -1.798e-6 58 4 N9 -0.006 -0.01 0 -2.279e-4 -2.925e-4 1.381e-4 59 4 N10 -0.002 -0.01 0 -2.36e-4 1.737e-4 -1.334e-4 60 4 N4 -0.004 0 0 -1.148e-4 9.419e-5 1.409e-5 61 4 N13 -0.006 0 0 0 0 -1.741e-3 62 4 N14 0 0 0 0 0 1.03e-3 63 4 N15 -0.003 -0.013 0 0 0 -1.908e-6 64 4 N16 -0.001 -0.012 0 0 0 1.63e-4 65 4 N17 -0.003 0 0 0 0 -1.091e-6 66 4 N18 -0.004 -0.013 0 0 0 -1.607e-4 67 4 N19 -0.008 0 0 2.474e-4 6.821e-5 -1.748e-3 68 4 N20 0 0 0 2.191e-4 -9.097e-5 9.676e-4 69 4 N21 -0.004 -0.015 0 -1.472e-4 3.349e-5 -1.798e-6 70 4 N22 -0.006 -0.01 0 2.279e-4 2.925e-4 1.381e-4 71 4 N23 -0.004 0 0 1.148e-4 -9.419e-5 1.409e-5 72 4 N24 -0.002 -0.01 0 2.36e-4 -1.737e-4 -1.334e-4 73 5 N1 -0.008 0 0 -2.474e-4 -6.821e-5 -1.748e-3 74 5 N2 0 0 0 -2.191e-4 9.097e-5 9.676e-4 75 5 N3 -0.004 -0.015 0 1.472e-4 -3.349e-5 -1.798e-6 76 5 N9 -0.006 -0.01 0 -2.279e-4 -2.925e-4 1.381e-4 77 5 N10 -0.002 -0.01 0 -2.36e-4 1.737e-4 -1.334e-4 78 5 N4 -0.004 0 0 -1.148e-4 9.419e-5 1.409e-5 79 5 N13 -0.006 0 0 0 0 -1.741e-3 80 5 N14 0 0 0 0 0 1.03e-3 81 5 N15 -0.003 -0.013 0 0 0 -1.908e-6 82 5 N16 -0.001 -0.012 0 0 0 1.63e-4 83 5 N17 -0.003 0 0 0 0 -1.091e-6 84 5 N18 -0.004 -0.013 0 0 0 -1.607e-4 85 5 N19 -0.008 0 0 2.474e-4 6.821e-5 -1.748e-3 86 5 N20 0 0 0 2.191e-4 -9.097e-5 9.676e-4 87 5 N21 -0.004 -0.015 0 -1.472e-4 3.349e-5 -1.798e-6 88 5 N22 -0.006 -0.01 0 2.279e-4 2.925e-4 1.381e-4 89 5 N23 -0.004 0 0 1.148e-4 -9.419e-5 1.409e-5 90 5 N24 -0.002 -0.01 0 2.36e-4 -1.737e-4 -1.334e-4 91 6 N1 -0.034 0 0 -1.078e-3 -2.972e-4 -1.773e-3 92 6 N2 0 0 0 -9.545e-4 3.964e-4 4.216e-3 93 6 N3 -0.017 -0.065 0 6.412e-4 -1.459e-4 -7.786e-6 94 6 N9 -0.024 -0.043 0 -9.93e-4 -1.274e-3 6.014e-4 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 6 Node Displacements (Continued) LC Node Label X [in]Y [in]Z [in]X Rotation [rad]Y Rotation [rad]Z Rotation [rad] 95 6 N10 -0.01 -0.043 0 -1.028e-3 7.569e-4 -5.813e-4 96 6 N4 -0.017 0 0 -5.004e-4 4.104e-4 6.42e-5 97 6 N13 -0.025 0 0 0 0 -1.741e-3 98 6 N14 0 0 0 0 0 4.488e-3 99 6 N15 -0.013 -0.057 0 0 0 -8.299e-6 100 6 N16 -0.006 -0.054 0 0 0 7.103e-4 101 6 N17 -0.013 0 0 0 0 -1.091e-6 102 6 N18 -0.02 -0.055 0 0 0 -7.001e-4 103 6 N19 -0.034 0 0 1.078e-3 2.972e-4 -1.773e-3 104 6 N20 0 0 0 9.545e-4 -3.964e-4 4.216e-3 105 6 N21 -0.017 -0.065 0 -6.412e-4 1.459e-4 -7.786e-6 106 6 N22 -0.024 -0.043 0 9.93e-4 1.274e-3 6.014e-4 107 6 N23 -0.017 0 0 5.004e-4 -4.104e-4 6.42e-5 108 6 N24 -0.01 -0.043 0 1.028e-3 -7.569e-4 -5.813e-4 109 7 N1 -0.027 0 0 -8.703e-4 -2.399e-4 -1.767e-3 110 7 N2 0 0 0 -7.707e-4 3.2e-4 3.404e-3 111 7 N3 -0.014 -0.052 0 5.177e-4 -1.178e-4 -6.289e-6 112 7 N9 -0.02 -0.034 0 -8.017e-4 -1.029e-3 4.855e-4 113 7 N10 -0.008 -0.035 0 -8.301e-4 6.111e-4 -4.694e-4 114 7 N4 -0.014 0 0 -4.04e-4 3.314e-4 5.167e-5 115 7 N13 -0.02 0 0 0 0 -1.741e-3 116 7 N14 0 0 0 0 0 3.624e-3 117 7 N15 -0.01 -0.046 0 0 0 -6.701e-6 118 7 N16 -0.005 -0.044 0 0 0 5.735e-4 119 7 N17 -0.01 0 0 0 0 -1.091e-6 120 7 N18 -0.016 -0.044 0 0 0 -5.652e-4 121 7 N19 -0.027 0 0 8.703e-4 2.399e-4 -1.767e-3 122 7 N20 0 0 0 7.707e-4 -3.2e-4 3.404e-3 123 7 N21 -0.014 -0.052 0 -5.177e-4 1.178e-4 -6.289e-6 124 7 N22 -0.02 -0.034 0 8.017e-4 1.029e-3 4.855e-4 125 7 N23 -0.014 0 0 4.04e-4 -3.314e-4 5.167e-5 126 7 N24 -0.008 -0.035 0 8.301e-4 -6.111e-4 -4.694e-4 Member Section Forces LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 1 1 M1 1 -0.284 0.03 0 0 0 0 2 2 -0.284 -0.01 0 0 0 -0.08 3 3 -0.284 0.05 0 0 0 0.161 4 4 -0.284 0.01 0 0 0 -0.08 5 5 -0.284 -0.03 0 0 0 0 6 1 M2 1 0.34 0.044 0 0 0 0 7 2 0.312 -0.012 0 0 0 -0.072 8 3 0.284 -0.068 0 -0.001 -0.002 0.107 9 4 0.095 0.004 0 -0.001 0 -0.038 10 5 0.067 -0.052 0 -0.001 0.001 0.068 11 1 M3 1 0.348 0.044 0 0 0 0 12 2 0.32 -0.012 0 0 0 -0.072 13 3 0.292 -0.068 0 0.001 0.001 0.107 14 4 0.097 0.004 0 0.001 0 -0.038 15 5 0.069 -0.052 0 0.001 0 0.068 16 1 M7 1 0.239 0 0 0 -0.002 0 17 2 0.239 0 0 0 -0.001 0.001 18 3 0.239 0 0 0 -0.001 0.001 19 4 0.239 0 0 0 0 0.001 20 5 0.239 0 0 0 0.001 0.001 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 7 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 21 1 M8 1 0.239 0 0 0 0 0 22 2 0.239 0 0 0 0 0 23 3 0.239 0 0 0 -0.001 0 24 4 0.239 0 0 0 -0.001 0.001 25 5 0.239 0 0 0 -0.001 0.001 26 1 M11 1 -0.21 0.03 0 0 0 0 27 2 -0.21 -0.01 0 0 0 -0.08 28 3 -0.21 -0.05 0 0 0 0.16 29 4 -0.21 0.01 0 0 0 -0.08 30 5 -0.21 -0.03 0 0 0 0 31 1 M12 1 0.257 0.045 0 0 0 0 32 2 0.229 -0.011 0 0 0 -0.074 33 3 0.235 -0.067 0 0 0 0.102 34 4 0.207 0.003 0 0 0 -0.037 35 5 0.179 -0.053 0 0 0 0.075 36 1 M13 1 0.24 0.045 0 0 0 0 37 2 0.212 -0.011 0 0 0 -0.074 38 3 0.232 -0.067 0 0 0 0.102 39 4 0.204 0.003 0 0 0 -0.037 40 5 0.176 -0.053 0 0 0 0.075 41 1 M16 1 -0.284 0.03 0 0 0 0 42 2 -0.284 -0.01 0 0 0 -0.08 43 3 -0.284 0.05 0 0 0 0.161 44 4 -0.284 0.01 0 0 0 -0.08 45 5 -0.284 -0.03 0 0 0 0 46 1 M17 1 0.34 0.044 0 0 0 0 47 2 0.312 -0.012 0 0 0 -0.072 48 3 0.284 -0.068 0 0.001 0.002 0.107 49 4 0.095 0.004 0 0.001 0 -0.038 50 5 0.067 -0.052 0 0.001 -0.001 0.068 51 1 M18 1 0.348 0.044 0 0 0 0 52 2 0.32 -0.012 0 0 0 -0.072 53 3 0.292 -0.068 0 -0.001 -0.001 0.107 54 4 0.097 0.004 0 -0.001 0 -0.038 55 5 0.069 -0.052 0 -0.001 0 0.068 56 1 M19 1 0.239 0 0 0 0.002 0 57 2 0.239 0 0 0 0.001 0.001 58 3 0.239 0 0 0 0.001 0.001 59 4 0.239 0 0 0 0 0.001 60 5 0.239 0 0 0 -0.001 0.001 61 1 M20 1 0.239 0 0 0 0 0 62 2 0.239 0 0 0 0 0 63 3 0.239 0 0 0 0.001 0 64 4 0.239 0 0 0 0.001 0.001 65 5 0.239 0 0 0 0.001 0.001 66 1 M21 1 0.001 0.064 -0.013 0 0.005 0.001 67 2 0.001 0.064 -0.013 0 -0.004 -0.042 68 3 0.001 -0.064 0.013 0 -0.013 -0.085 69 4 0.001 -0.064 0.013 0 -0.004 -0.042 70 5 0.001 -0.064 0.013 0 0.005 0.001 71 1 M22 1 0 0.067 0.007 0 -0.002 0.001 72 2 0 0.067 0.007 0 0.002 -0.043 73 3 0 -0.067 -0.007 0 0.007 -0.088 74 4 0 -0.067 -0.007 0 0.002 -0.043 75 5 0 -0.067 -0.007 0 -0.002 0.001 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 8 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 76 1 M40 1 0 -0.032 -0.001 0 0.001 -0.003 77 2 0 -0.032 -0.001 0 0 0.018 78 3 0 0.032 0.001 0 -0.001 0.039 79 4 0 0.032 0.001 0 0 0.018 80 5 0 0.032 0.001 0 0.001 -0.003 81 2 M1 1 0 0 0 0 0 0 82 2 0 0 0 0 0 0 83 3 0 0 0 0 0 0 84 4 0 0 0 0 0 0 85 5 0 0 0 0 0 0 86 2 M2 1 0 0 0 0 0 0 87 2 0 0 0 0 0 0 88 3 0 0 0 0 0 0 89 4 0 0 0 0 0 0 90 5 0 0 0 0 0 0 91 2 M3 1 0 0 0 0 0 0 92 2 0 0 0 0 0 0 93 3 0 0 0 0 0 0 94 4 0 0 0 0 0 0 95 5 0 0 0 0 0 0 96 2 M7 1 0 0 0 0 0 0 97 2 0 0 0 0 0 0 98 3 0 0 0 0 0 0 99 4 0 0 0 0 0 0 100 5 0 0 0 0 0 0 101 2 M8 1 0 0 0 0 0 0 102 2 0 0 0 0 0 0 103 3 0 0 0 0 0 0 104 4 0 0 0 0 0 0 105 5 0 0 0 0 0 0 106 2 M11 1 0 0 0 0 0 0 107 2 0 0 0 0 0 0 108 3 0 0 0 0 0 0 109 4 0 0 0 0 0 0 110 5 0 0 0 0 0 0 111 2 M12 1 0 0 0 0 0 0 112 2 0 0 0 0 0 0 113 3 0 0 0 0 0 0 114 4 0 0 0 0 0 0 115 5 0 0 0 0 0 0 116 2 M13 1 0 0 0 0 0 0 117 2 0 0 0 0 0 0 118 3 0 0 0 0 0 0 119 4 0 0 0 0 0 0 120 5 0 0 0 0 0 0 121 2 M16 1 0 0 0 0 0 0 122 2 0 0 0 0 0 0 123 3 0 0 0 0 0 0 124 4 0 0 0 0 0 0 125 5 0 0 0 0 0 0 126 2 M17 1 0 0 0 0 0 0 127 2 0 0 0 0 0 0 128 3 0 0 0 0 0 0 129 4 0 0 0 0 0 0 130 5 0 0 0 0 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 9 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 131 2 M18 1 0 0 0 0 0 0 132 2 0 0 0 0 0 0 133 3 0 0 0 0 0 0 134 4 0 0 0 0 0 0 135 5 0 0 0 0 0 0 136 2 M19 1 0 0 0 0 0 0 137 2 0 0 0 0 0 0 138 3 0 0 0 0 0 0 139 4 0 0 0 0 0 0 140 5 0 0 0 0 0 0 141 2 M20 1 0 0 0 0 0 0 142 2 0 0 0 0 0 0 143 3 0 0 0 0 0 0 144 4 0 0 0 0 0 0 145 5 0 0 0 0 0 0 146 2 M21 1 0 0 0 0 0 0 147 2 0 0 0 0 0 0 148 3 0 0 0 0 0 0 149 4 0 0 0 0 0 0 150 5 0 0 0 0 0 0 151 2 M22 1 0 0 0 0 0 0 152 2 0 0 0 0 0 0 153 3 0 0 0 0 0 0 154 4 0 0 0 0 0 0 155 5 0 0 0 0 0 0 156 2 M40 1 0 0 0 0 0 0 157 2 0 0 0 0 0 0 158 3 0 0 0 0 0 0 159 4 0 0 0 0 0 0 160 5 0 0 0 0 0 0 161 3 M1 1 -0.284 0.03 0 0 0 0 162 2 -0.284 -0.01 0 0 0 -0.08 163 3 -0.284 0.05 0 0 0 0.161 164 4 -0.284 0.01 0 0 0 -0.08 165 5 -0.284 -0.03 0 0 0 0 166 3 M2 1 0.34 0.044 0 0 0 0 167 2 0.312 -0.012 0 0 0 -0.072 168 3 0.284 -0.068 0 -0.001 -0.002 0.107 169 4 0.095 0.004 0 -0.001 0 -0.038 170 5 0.067 -0.052 0 -0.001 0.001 0.068 171 3 M3 1 0.348 0.044 0 0 0 0 172 2 0.32 -0.012 0 0 0 -0.072 173 3 0.292 -0.068 0 0.001 0.001 0.107 174 4 0.097 0.004 0 0.001 0 -0.038 175 5 0.069 -0.052 0 0.001 0 0.068 176 3 M7 1 0.239 0 0 0 -0.002 0 177 2 0.239 0 0 0 -0.001 0.001 178 3 0.239 0 0 0 -0.001 0.001 179 4 0.239 0 0 0 0 0.001 180 5 0.239 0 0 0 0.001 0.001 181 3 M8 1 0.239 0 0 0 0 0 182 2 0.239 0 0 0 0 0 183 3 0.239 0 0 0 -0.001 0 184 4 0.239 0 0 0 -0.001 0.001 185 5 0.239 0 0 0 -0.001 0.001 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 10 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 186 3 M11 1 -0.21 0.03 0 0 0 0 187 2 -0.21 -0.01 0 0 0 -0.08 188 3 -0.21 -0.05 0 0 0 0.16 189 4 -0.21 0.01 0 0 0 -0.08 190 5 -0.21 -0.03 0 0 0 0 191 3 M12 1 0.257 0.045 0 0 0 0 192 2 0.229 -0.011 0 0 0 -0.074 193 3 0.235 -0.067 0 0 0 0.102 194 4 0.207 0.003 0 0 0 -0.037 195 5 0.179 -0.053 0 0 0 0.075 196 3 M13 1 0.24 0.045 0 0 0 0 197 2 0.212 -0.011 0 0 0 -0.074 198 3 0.232 -0.067 0 0 0 0.102 199 4 0.204 0.003 0 0 0 -0.037 200 5 0.176 -0.053 0 0 0 0.075 201 3 M16 1 -0.284 0.03 0 0 0 0 202 2 -0.284 -0.01 0 0 0 -0.08 203 3 -0.284 0.05 0 0 0 0.161 204 4 -0.284 0.01 0 0 0 -0.08 205 5 -0.284 -0.03 0 0 0 0 206 3 M17 1 0.34 0.044 0 0 0 0 207 2 0.312 -0.012 0 0 0 -0.072 208 3 0.284 -0.068 0 0.001 0.002 0.107 209 4 0.095 0.004 0 0.001 0 -0.038 210 5 0.067 -0.052 0 0.001 -0.001 0.068 211 3 M18 1 0.348 0.044 0 0 0 0 212 2 0.32 -0.012 0 0 0 -0.072 213 3 0.292 -0.068 0 -0.001 -0.001 0.107 214 4 0.097 0.004 0 -0.001 0 -0.038 215 5 0.069 -0.052 0 -0.001 0 0.068 216 3 M19 1 0.239 0 0 0 0.002 0 217 2 0.239 0 0 0 0.001 0.001 218 3 0.239 0 0 0 0.001 0.001 219 4 0.239 0 0 0 0 0.001 220 5 0.239 0 0 0 -0.001 0.001 221 3 M20 1 0.239 0 0 0 0 0 222 2 0.239 0 0 0 0 0 223 3 0.239 0 0 0 0.001 0 224 4 0.239 0 0 0 0.001 0.001 225 5 0.239 0 0 0 0.001 0.001 226 3 M21 1 0.001 0.064 -0.013 0 0.005 0.001 227 2 0.001 0.064 -0.013 0 -0.004 -0.042 228 3 0.001 -0.064 0.013 0 -0.013 -0.085 229 4 0.001 -0.064 0.013 0 -0.004 -0.042 230 5 0.001 -0.064 0.013 0 0.005 0.001 231 3 M22 1 0 0.067 0.007 0 -0.002 0.001 232 2 0 0.067 0.007 0 0.002 -0.043 233 3 0 -0.067 -0.007 0 0.007 -0.088 234 4 0 -0.067 -0.007 0 0.002 -0.043 235 5 0 -0.067 -0.007 0 -0.002 0.001 236 3 M40 1 0 -0.032 -0.001 0 0.001 -0.003 237 2 0 -0.032 -0.001 0 0 0.018 238 3 0 0.032 0.001 0 -0.001 0.039 239 4 0 0.032 0.001 0 0 0.018 240 5 0 0.032 0.001 0 0.001 -0.003 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 11 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 241 4 M1 1 -0.284 0.03 0 0 0 0 242 2 -0.284 -0.01 0 0 0 -0.08 243 3 -0.284 0.05 0 0 0 0.161 244 4 -0.284 0.01 0 0 0 -0.08 245 5 -0.284 -0.03 0 0 0 0 246 4 M2 1 0.34 0.044 0 0 0 0 247 2 0.312 -0.012 0 0 0 -0.072 248 3 0.284 -0.068 0 -0.001 -0.002 0.107 249 4 0.095 0.004 0 -0.001 0 -0.038 250 5 0.067 -0.052 0 -0.001 0.001 0.068 251 4 M3 1 0.348 0.044 0 0 0 0 252 2 0.32 -0.012 0 0 0 -0.072 253 3 0.292 -0.068 0 0.001 0.001 0.107 254 4 0.097 0.004 0 0.001 0 -0.038 255 5 0.069 -0.052 0 0.001 0 0.068 256 4 M7 1 0.239 0 0 0 -0.002 0 257 2 0.239 0 0 0 -0.001 0.001 258 3 0.239 0 0 0 -0.001 0.001 259 4 0.239 0 0 0 0 0.001 260 5 0.239 0 0 0 0.001 0.001 261 4 M8 1 0.239 0 0 0 0 0 262 2 0.239 0 0 0 0 0 263 3 0.239 0 0 0 -0.001 0 264 4 0.239 0 0 0 -0.001 0.001 265 5 0.239 0 0 0 -0.001 0.001 266 4 M11 1 -0.21 0.03 0 0 0 0 267 2 -0.21 -0.01 0 0 0 -0.08 268 3 -0.21 -0.05 0 0 0 0.16 269 4 -0.21 0.01 0 0 0 -0.08 270 5 -0.21 -0.03 0 0 0 0 271 4 M12 1 0.257 0.045 0 0 0 0 272 2 0.229 -0.011 0 0 0 -0.074 273 3 0.235 -0.067 0 0 0 0.102 274 4 0.207 0.003 0 0 0 -0.037 275 5 0.179 -0.053 0 0 0 0.075 276 4 M13 1 0.24 0.045 0 0 0 0 277 2 0.212 -0.011 0 0 0 -0.074 278 3 0.232 -0.067 0 0 0 0.102 279 4 0.204 0.003 0 0 0 -0.037 280 5 0.176 -0.053 0 0 0 0.075 281 4 M16 1 -0.284 0.03 0 0 0 0 282 2 -0.284 -0.01 0 0 0 -0.08 283 3 -0.284 0.05 0 0 0 0.161 284 4 -0.284 0.01 0 0 0 -0.08 285 5 -0.284 -0.03 0 0 0 0 286 4 M17 1 0.34 0.044 0 0 0 0 287 2 0.312 -0.012 0 0 0 -0.072 288 3 0.284 -0.068 0 0.001 0.002 0.107 289 4 0.095 0.004 0 0.001 0 -0.038 290 5 0.067 -0.052 0 0.001 -0.001 0.068 291 4 M18 1 0.348 0.044 0 0 0 0 292 2 0.32 -0.012 0 0 0 -0.072 293 3 0.292 -0.068 0 -0.001 -0.001 0.107 294 4 0.097 0.004 0 -0.001 0 -0.038 295 5 0.069 -0.052 0 -0.001 0 0.068 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 12 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 296 4 M19 1 0.239 0 0 0 0.002 0 297 2 0.239 0 0 0 0.001 0.001 298 3 0.239 0 0 0 0.001 0.001 299 4 0.239 0 0 0 0 0.001 300 5 0.239 0 0 0 -0.001 0.001 301 4 M20 1 0.239 0 0 0 0 0 302 2 0.239 0 0 0 0 0 303 3 0.239 0 0 0 0.001 0 304 4 0.239 0 0 0 0.001 0.001 305 5 0.239 0 0 0 0.001 0.001 306 4 M21 1 0.001 0.064 -0.013 0 0.005 0.001 307 2 0.001 0.064 -0.013 0 -0.004 -0.042 308 3 0.001 -0.064 0.013 0 -0.013 -0.085 309 4 0.001 -0.064 0.013 0 -0.004 -0.042 310 5 0.001 -0.064 0.013 0 0.005 0.001 311 4 M22 1 0 0.067 0.007 0 -0.002 0.001 312 2 0 0.067 0.007 0 0.002 -0.043 313 3 0 -0.067 -0.007 0 0.007 -0.088 314 4 0 -0.067 -0.007 0 0.002 -0.043 315 5 0 -0.067 -0.007 0 -0.002 0.001 316 4 M40 1 0 -0.032 -0.001 0 0.001 -0.003 317 2 0 -0.032 -0.001 0 0 0.018 318 3 0 0.032 0.001 0 -0.001 0.039 319 4 0 0.032 0.001 0 0 0.018 320 5 0 0.032 0.001 0 0.001 -0.003 321 5 M1 1 -0.284 0.03 0 0 0 0 322 2 -0.284 -0.01 0 0 0 -0.08 323 3 -0.284 0.05 0 0 0 0.161 324 4 -0.284 0.01 0 0 0 -0.08 325 5 -0.284 -0.03 0 0 0 0 326 5 M2 1 0.34 0.044 0 0 0 0 327 2 0.312 -0.012 0 0 0 -0.072 328 3 0.284 -0.068 0 -0.001 -0.002 0.107 329 4 0.095 0.004 0 -0.001 0 -0.038 330 5 0.067 -0.052 0 -0.001 0.001 0.068 331 5 M3 1 0.348 0.044 0 0 0 0 332 2 0.32 -0.012 0 0 0 -0.072 333 3 0.292 -0.068 0 0.001 0.001 0.107 334 4 0.097 0.004 0 0.001 0 -0.038 335 5 0.069 -0.052 0 0.001 0 0.068 336 5 M7 1 0.239 0 0 0 -0.002 0 337 2 0.239 0 0 0 -0.001 0.001 338 3 0.239 0 0 0 -0.001 0.001 339 4 0.239 0 0 0 0 0.001 340 5 0.239 0 0 0 0.001 0.001 341 5 M8 1 0.239 0 0 0 0 0 342 2 0.239 0 0 0 0 0 343 3 0.239 0 0 0 -0.001 0 344 4 0.239 0 0 0 -0.001 0.001 345 5 0.239 0 0 0 -0.001 0.001 346 5 M11 1 -0.21 0.03 0 0 0 0 347 2 -0.21 -0.01 0 0 0 -0.08 348 3 -0.21 -0.05 0 0 0 0.16 349 4 -0.21 0.01 0 0 0 -0.08 350 5 -0.21 -0.03 0 0 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 13 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 351 5 M12 1 0.257 0.045 0 0 0 0 352 2 0.229 -0.011 0 0 0 -0.074 353 3 0.235 -0.067 0 0 0 0.102 354 4 0.207 0.003 0 0 0 -0.037 355 5 0.179 -0.053 0 0 0 0.075 356 5 M13 1 0.24 0.045 0 0 0 0 357 2 0.212 -0.011 0 0 0 -0.074 358 3 0.232 -0.067 0 0 0 0.102 359 4 0.204 0.003 0 0 0 -0.037 360 5 0.176 -0.053 0 0 0 0.075 361 5 M16 1 -0.284 0.03 0 0 0 0 362 2 -0.284 -0.01 0 0 0 -0.08 363 3 -0.284 0.05 0 0 0 0.161 364 4 -0.284 0.01 0 0 0 -0.08 365 5 -0.284 -0.03 0 0 0 0 366 5 M17 1 0.34 0.044 0 0 0 0 367 2 0.312 -0.012 0 0 0 -0.072 368 3 0.284 -0.068 0 0.001 0.002 0.107 369 4 0.095 0.004 0 0.001 0 -0.038 370 5 0.067 -0.052 0 0.001 -0.001 0.068 371 5 M18 1 0.348 0.044 0 0 0 0 372 2 0.32 -0.012 0 0 0 -0.072 373 3 0.292 -0.068 0 -0.001 -0.001 0.107 374 4 0.097 0.004 0 -0.001 0 -0.038 375 5 0.069 -0.052 0 -0.001 0 0.068 376 5 M19 1 0.239 0 0 0 0.002 0 377 2 0.239 0 0 0 0.001 0.001 378 3 0.239 0 0 0 0.001 0.001 379 4 0.239 0 0 0 0 0.001 380 5 0.239 0 0 0 -0.001 0.001 381 5 M20 1 0.239 0 0 0 0 0 382 2 0.239 0 0 0 0 0 383 3 0.239 0 0 0 0.001 0 384 4 0.239 0 0 0 0.001 0.001 385 5 0.239 0 0 0 0.001 0.001 386 5 M21 1 0.001 0.064 -0.013 0 0.005 0.001 387 2 0.001 0.064 -0.013 0 -0.004 -0.042 388 3 0.001 -0.064 0.013 0 -0.013 -0.085 389 4 0.001 -0.064 0.013 0 -0.004 -0.042 390 5 0.001 -0.064 0.013 0 0.005 0.001 391 5 M22 1 0 0.067 0.007 0 -0.002 0.001 392 2 0 0.067 0.007 0 0.002 -0.043 393 3 0 -0.067 -0.007 0 0.007 -0.088 394 4 0 -0.067 -0.007 0 0.002 -0.043 395 5 0 -0.067 -0.007 0 -0.002 0.001 396 5 M40 1 0 -0.032 -0.001 0 0.001 -0.003 397 2 0 -0.032 -0.001 0 0 0.018 398 3 0 0.032 0.001 0 -0.001 0.039 399 4 0 0.032 0.001 0 0 0.018 400 5 0 0.032 0.001 0 0.001 -0.003 401 6 M1 1 -1.237 0.03 0 -0.001 0 0 402 2 -1.237 -0.01 0 -0.001 -0.001 -0.082 403 3 -1.238 0.05 0 -0.001 0.001 0.163 404 4 -1.238 0.01 0 0.001 0.001 -0.079 405 5 -1.238 -0.03 0 0.001 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 14 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 406 6 M2 1 1.479 0.192 0 0.001 0 0 407 2 1.357 -0.052 0 0.001 0.002 -0.314 408 3 1.235 -0.296 0 -0.005 -0.007 0.464 409 4 0.415 0.019 0.002 -0.005 -0.001 -0.165 410 5 0.293 -0.225 0.002 -0.005 0.006 0.297 411 6 M3 1 1.517 0.192 0 -0.001 0 0 412 2 1.395 -0.052 0 -0.001 -0.001 -0.314 413 3 1.273 -0.296 0 0.005 0.002 0.464 414 4 0.422 0.018 -0.001 0.005 0 -0.166 415 5 0.3 -0.226 -0.001 0.005 -0.002 0.297 416 6 M7 1 1.042 0 0.001 0 -0.008 0.002 417 2 1.042 0 0.001 0 -0.005 0.003 418 3 1.042 0 0.001 0 -0.002 0.004 419 4 1.042 0 0.001 0 0.001 0.005 420 5 1.042 0 0.001 0 0.003 0.006 421 6 M8 1 1.042 0 0 0 0 0 422 2 1.042 0 0 0 -0.001 0.001 423 3 1.042 0 0 0 -0.002 0.002 424 4 1.042 0 0 0 -0.003 0.003 425 5 1.042 0 0 0 -0.004 0.004 426 6 M11 1 -0.914 0.03 0 0 0 0 427 2 -0.914 -0.01 0 0 0 -0.08 428 3 -0.914 -0.05 0 0 0 0.16 429 4 -0.914 0.01 0 0 0 -0.08 430 5 -0.914 -0.03 0 0 0 0 431 6 M12 1 1.119 0.194 0 0 0 0 432 2 0.997 -0.05 0 0 0 -0.324 433 3 1.023 -0.294 0 0 0 0.444 434 4 0.901 0.013 0 0 0 -0.162 435 5 0.779 -0.231 0 0 0 0.327 436 6 M13 1 1.046 0.195 0 0 0 0 437 2 0.924 -0.049 0 0 0 -0.324 438 3 1.009 -0.293 0 0 0 0.443 439 4 0.887 0.012 0 0 0 -0.163 440 5 0.765 -0.232 0 0 0 0.327 441 6 M16 1 -1.237 0.03 0 0.001 0 0 442 2 -1.237 -0.01 0 0.001 0.001 -0.082 443 3 -1.238 0.05 0 0.001 -0.001 0.163 444 4 -1.238 0.01 0 -0.001 -0.001 -0.079 445 5 -1.238 -0.03 0 -0.001 0 0 446 6 M17 1 1.479 0.192 0 -0.001 0 0 447 2 1.357 -0.052 0 -0.001 -0.002 -0.314 448 3 1.235 -0.296 0 0.005 0.007 0.464 449 4 0.415 0.019 -0.002 0.005 0.001 -0.165 450 5 0.293 -0.225 -0.002 0.005 -0.006 0.297 451 6 M18 1 1.517 0.192 0 0.001 0 0 452 2 1.395 -0.052 0 0.001 0.001 -0.314 453 3 1.273 -0.296 0 -0.005 -0.002 0.464 454 4 0.422 0.018 0.001 -0.005 0 -0.166 455 5 0.3 -0.226 0.001 -0.005 0.002 0.297 456 6 M19 1 1.042 0 -0.001 0 0.008 0.002 457 2 1.042 0 -0.001 0 0.005 0.003 458 3 1.042 0 -0.001 0 0.002 0.004 459 4 1.042 0 -0.001 0 -0.001 0.005 460 5 1.042 0 -0.001 0 -0.003 0.006 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 15 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 461 6 M20 1 1.042 0 0 0 0 0 462 2 1.042 0 0 0 0.001 0.001 463 3 1.042 0 0 0 0.002 0.002 464 4 1.042 0 0 0 0.003 0.003 465 5 1.042 0 0 0 0.004 0.004 466 6 M21 1 0.002 0.279 -0.057 0.002 0.02 0.003 467 2 0.002 0.279 -0.057 0.002 -0.017 -0.183 468 3 0.002 -0.279 0.057 -0.002 -0.055 -0.369 469 4 0.002 -0.279 0.057 -0.002 -0.017 -0.183 470 5 0.002 -0.279 0.057 -0.002 0.02 0.003 471 6 M22 1 0.001 0.292 0.03 -0.002 -0.01 0.006 472 2 0.001 0.292 0.03 -0.002 0.01 -0.189 473 3 0.001 -0.292 -0.03 0.002 0.03 -0.384 474 4 0.001 -0.292 -0.03 0.002 0.01 -0.189 475 5 0.001 -0.292 -0.03 0.002 -0.01 0.006 476 6 M40 1 0 -0.138 -0.006 0 0.004 -0.013 477 2 0 -0.138 -0.006 0 -0.001 0.08 478 3 0 0.138 0.006 0 -0.005 0.172 479 4 0 0.138 0.006 0 -0.001 0.08 480 5 0 0.138 0.006 0 0.004 -0.013 481 7 M1 1 -0.999 0.03 0 -0.001 0 0 482 2 -0.999 -0.01 0 -0.001 -0.001 -0.081 483 3 -1 0.05 0 -0.001 0.001 0.162 484 4 -1 0.01 0 0.001 0.001 -0.079 485 5 -1 -0.03 0 0.001 0 0 486 7 M2 1 1.194 0.155 0 0.001 0 0 487 2 1.096 -0.042 0 0.001 0.002 -0.253 488 3 0.997 -0.239 0 -0.004 -0.006 0.375 489 4 0.335 0.015 0.001 -0.004 0 -0.133 490 5 0.236 -0.182 0.001 -0.004 0.005 0.24 491 7 M3 1 1.225 0.155 0 0 0 0 492 2 1.126 -0.042 0 0 0 -0.253 493 3 1.028 -0.239 0 0.004 0.002 0.375 494 4 0.34 0.015 0 0.004 0 -0.134 495 5 0.242 -0.182 0 0.004 -0.002 0.24 496 7 M7 1 0.841 0 0.001 0 -0.006 0.001 497 2 0.841 0 0.001 0 -0.004 0.002 498 3 0.841 0 0.001 0 -0.002 0.003 499 4 0.841 0 0.001 0 0 0.004 500 5 0.841 0 0.001 0 0.003 0.005 501 7 M8 1 0.841 0 0 0 0 0 502 2 0.841 0 0 0 -0.001 0.001 503 3 0.841 0 0 0 -0.002 0.002 504 4 0.841 0 0 0 -0.003 0.002 505 5 0.841 0 0 0 -0.004 0.003 506 7 M11 1 -0.738 0.03 0 0 0 0 507 2 -0.738 -0.01 0 0 0 -0.08 508 3 -0.738 -0.05 0 0 0 0.16 509 4 -0.738 0.01 0 0 0 -0.08 510 5 -0.738 -0.03 0 0 0 0 511 7 M12 1 0.904 0.157 0 0 0 0 512 2 0.805 -0.04 0 0 0 -0.261 513 3 0.826 -0.237 0 0 0 0.358 514 4 0.728 0.01 0 0 0 -0.131 515 5 0.629 -0.187 0 0 0 0.264 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 16 Member Section Forces (Continued) LC Member Label Sec Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 516 7 M13 1 0.844 0.157 0 0 0 0 517 2 0.746 -0.04 0 0 0 -0.262 518 3 0.815 -0.237 0 0 0 0.357 519 4 0.716 0.01 0 0 0 -0.132 520 5 0.618 -0.187 0 0 0 0.264 521 7 M16 1 -0.999 0.03 0 0.001 0 0 522 2 -0.999 -0.01 0 0.001 0.001 -0.081 523 3 -1 0.05 0 0.001 -0.001 0.162 524 4 -1 0.01 0 -0.001 -0.001 -0.079 525 5 -1 -0.03 0 -0.001 0 0 526 7 M17 1 1.194 0.155 0 -0.001 0 0 527 2 1.096 -0.042 0 -0.001 -0.002 -0.253 528 3 0.997 -0.239 0 0.004 0.006 0.375 529 4 0.335 0.015 -0.001 0.004 0 -0.133 530 5 0.236 -0.182 -0.001 0.004 -0.005 0.24 531 7 M18 1 1.225 0.155 0 0 0 0 532 2 1.126 -0.042 0 0 0 -0.253 533 3 1.028 -0.239 0 -0.004 -0.002 0.375 534 4 0.34 0.015 0 -0.004 0 -0.134 535 5 0.242 -0.182 0 -0.004 0.002 0.24 536 7 M19 1 0.841 0 -0.001 0 0.006 0.001 537 2 0.841 0 -0.001 0 0.004 0.002 538 3 0.841 0 -0.001 0 0.002 0.003 539 4 0.841 0 -0.001 0 0 0.004 540 5 0.841 0 -0.001 0 -0.003 0.005 541 7 M20 1 0.841 0 0 0 0 0 542 2 0.841 0 0 0 0.001 0.001 543 3 0.841 0 0 0 0.002 0.002 544 4 0.841 0 0 0 0.003 0.002 545 5 0.841 0 0 0 0.004 0.003 546 7 M21 1 0.002 0.225 -0.046 0.002 0.016 0.003 547 2 0.002 0.225 -0.046 0.002 -0.014 -0.148 548 3 0.002 -0.225 0.046 -0.002 -0.045 -0.298 549 4 0.002 -0.225 0.046 -0.002 -0.014 -0.148 550 5 0.002 -0.225 0.046 -0.002 0.016 0.003 551 7 M22 1 0.001 0.236 0.024 -0.002 -0.008 0.005 552 2 0.001 0.236 0.024 -0.002 0.008 -0.153 553 3 0.001 -0.236 -0.024 0.002 0.025 -0.31 554 4 0.001 -0.236 -0.024 0.002 0.008 -0.153 555 5 0.001 -0.236 -0.024 0.002 -0.008 0.005 556 7 M40 1 0 -0.112 -0.005 0 0.003 -0.01 557 2 0 -0.112 -0.005 0 0 0.064 558 3 0 0.112 0.005 0 -0.004 0.139 559 4 0 0.112 0.005 0 0 0.064 560 5 0 0.112 0.005 0 0.003 -0.01 Maximum Member Section Forces LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 1 1 M1 max -0.284 15.667 0.05 16 0 15.667 0 32 0 16 0.161 16 2 min -0.284 16 -0.048 15.667 0 16 0 0 0 15.667 -0.09 6 3 1 M2 max 0.34 0 0.058 9.131 0 17.889 0 8.758 0.001 17.889 0.107 8.944 4 min 0.067 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.002 8.944 -0.078 3.54 5 1 M3 max 0.348 0 0.058 9.131 0 8.944 0.001 17.889 0.001 8.944 0.107 8.944 6 min 0.069 17.889 -0.068 8.944 0 9.131 0 0 0 17.889 -0.078 3.54 7 1 M7 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 17 Maximum Member Section Forces (Continued) LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 8 min 0.239 0 0 0 0 0 0 0 -0.002 0 0 0 9 1 M8 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0 0 0.001 8.944 10 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 11 1 M11 max -0.21 32 0.048 16.333 0 32 0 32 0 32 0.16 16 12 min -0.21 0 -0.05 16 0 0 0 0 0 0 -0.09 6 13 1 M12 max 0.257 0 0.057 9.131 0 17.889 0 17.889 0 9.131 0.102 8.944 14 min 0.179 17.889 -0.067 8.944 0 0 0 0 0 8.944 -0.079 3.54 15 1 M13 max 0.24 0 0.057 9.131 0 17.889 0 8.758 0 17.889 0.102 8.944 16 min 0.176 17.889 -0.067 8.944 0 0 0 8.944 0 0 -0.08 3.54 17 1 M16 max -0.284 15.667 0.05 16 0 32 0 16 0 15.667 0.161 16 18 min -0.284 16 -0.048 15.667 0 0 0 16.333 0 16 -0.09 6 19 1 M17 max 0.34 0 0.058 9.131 0 8.944 0.001 17.889 0.002 8.944 0.107 8.944 20 min 0.067 17.889 -0.068 8.944 0 9.131 0 0 -0.001 17.889 -0.078 3.54 21 1 M18 max 0.348 0 0.058 9.131 0 17.889 0 8.758 0 17.889 0.107 8.944 22 min 0.069 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.001 8.944 -0.078 3.54 23 1 M19 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.002 0 0.001 8.944 24 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 25 1 M20 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 26 min 0.239 0 0 0 0 0 0 0 0 0 0 0 27 1 M21 max 0.001 1.333 0.064 1.306 0.013 2.667 0 1.306 0.005 2.667 0.001 0 28 min 0.001 1.361 -0.064 1.333 -0.013 0 0 1.333 -0.013 1.333 -0.085 1.333 29 1 M22 max 0 1.333 0.067 1.306 0.007 1.306 0 2.667 0.007 1.333 0.001 0 30 min 0 1.361 -0.067 1.333 -0.007 1.333 0 0 -0.002 2.667 -0.088 1.333 31 1 M40 max 0 2.667 0.032 2.667 0.001 2.667 0 2.667 0.001 2.667 0.039 1.333 32 min 0 0 -0.032 0 -0.001 0 0 0 -0.001 1.333 -0.003 2.667 33 2 M1 max 0 32 0 32 0 32 0 32 0 32 0 32 34 min 0 0 0 0 0 0 0 0 0 0 0 0 35 2 M2 max 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 36 min 0 0 0 0 0 0 0 0 0 0 0 0 37 2 M3 max 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 38 min 0 0 0 0 0 0 0 0 0 0 0 0 39 2 M7 max 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 40 min 0 0 0 0 0 0 0 0 0 0 0 0 41 2 M8 max 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 42 min 0 0 0 0 0 0 0 0 0 0 0 0 43 2 M11 max 0 32 0 32 0 32 0 32 0 32 0 32 44 min 0 0 0 0 0 0 0 0 0 0 0 0 45 2 M12 max 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 46 min 0 0 0 0 0 0 0 0 0 0 0 0 47 2 M13 max 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 48 min 0 0 0 0 0 0 0 0 0 0 0 0 49 2 M16 max 0 32 0 32 0 32 0 32 0 32 0 32 50 min 0 0 0 0 0 0 0 0 0 0 0 0 51 2 M17 max 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 52 min 0 0 0 0 0 0 0 0 0 0 0 0 53 2 M18 max 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 0 17.889 54 min 0 0 0 0 0 0 0 0 0 0 0 0 55 2 M19 max 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 56 min 0 0 0 0 0 0 0 0 0 0 0 0 57 2 M20 max 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 0 8.944 58 min 0 0 0 0 0 0 0 0 0 0 0 0 59 2 M21 max 0 2.667 0 2.667 0 2.667 0 2.667 0 2.667 0 2.667 60 min 0 0 0 0 0 0 0 0 0 0 0 0 61 2 M22 max 0 2.667 0 2.667 0 2.667 0 2.667 0 2.667 0 2.667 62 min 0 0 0 0 0 0 0 0 0 0 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 18 Maximum Member Section Forces (Continued) LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 63 2 M40 max 0 2.667 0 2.667 0 2.667 0 2.667 0 2.667 0 2.667 64 min 0 0 0 0 0 0 0 0 0 0 0 0 65 3 M1 max -0.284 15.667 0.05 16 0 15.667 0 32 0 16 0.161 16 66 min -0.284 16 -0.048 15.667 0 16 0 0 0 15.667 -0.09 6 67 3 M2 max 0.34 0 0.058 9.131 0 17.889 0 8.758 0.001 17.889 0.107 8.944 68 min 0.067 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.002 8.944 -0.078 3.54 69 3 M3 max 0.348 0 0.058 9.131 0 8.944 0.001 17.889 0.001 8.944 0.107 8.944 70 min 0.069 17.889 -0.068 8.944 0 9.131 0 0 0 17.889 -0.078 3.54 71 3 M7 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 72 min 0.239 0 0 0 0 0 0 0 -0.002 0 0 0 73 3 M8 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0 0 0.001 8.944 74 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 75 3 M11 max -0.21 32 0.048 16.333 0 32 0 32 0 32 0.16 16 76 min -0.21 0 -0.05 16 0 0 0 0 0 0 -0.09 6 77 3 M12 max 0.257 0 0.057 9.131 0 17.889 0 17.889 0 9.131 0.102 8.944 78 min 0.179 17.889 -0.067 8.944 0 0 0 0 0 8.944 -0.079 3.54 79 3 M13 max 0.24 0 0.057 9.131 0 17.889 0 8.758 0 17.889 0.102 8.944 80 min 0.176 17.889 -0.067 8.944 0 0 0 8.944 0 0 -0.08 3.54 81 3 M16 max -0.284 15.667 0.05 16 0 32 0 16 0 15.667 0.161 16 82 min -0.284 16 -0.048 15.667 0 0 0 16.333 0 16 -0.09 6 83 3 M17 max 0.34 0 0.058 9.131 0 8.944 0.001 17.889 0.002 8.944 0.107 8.944 84 min 0.067 17.889 -0.068 8.944 0 9.131 0 0 -0.001 17.889 -0.078 3.54 85 3 M18 max 0.348 0 0.058 9.131 0 17.889 0 8.758 0 17.889 0.107 8.944 86 min 0.069 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.001 8.944 -0.078 3.54 87 3 M19 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.002 0 0.001 8.944 88 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 89 3 M20 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 90 min 0.239 0 0 0 0 0 0 0 0 0 0 0 91 3 M21 max 0.001 1.333 0.064 1.306 0.013 2.667 0 1.306 0.005 2.667 0.001 0 92 min 0.001 1.361 -0.064 1.333 -0.013 0 0 1.333 -0.013 1.333 -0.085 1.333 93 3 M22 max 0 1.333 0.067 1.306 0.007 1.306 0 2.667 0.007 1.333 0.001 0 94 min 0 1.361 -0.067 1.333 -0.007 1.333 0 0 -0.002 2.667 -0.088 1.333 95 3 M40 max 0 2.667 0.032 2.667 0.001 2.667 0 2.667 0.001 2.667 0.039 1.333 96 min 0 0 -0.032 0 -0.001 0 0 0 -0.001 1.333 -0.003 2.667 97 4 M1 max -0.284 15.667 0.05 16 0 15.667 0 32 0 16 0.161 16 98 min -0.284 16 -0.048 15.667 0 16 0 0 0 15.667 -0.09 6 99 4 M2 max 0.34 0 0.058 9.131 0 17.889 0 8.758 0.001 17.889 0.107 8.944 100 min 0.067 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.002 8.944 -0.078 3.54 101 4 M3 max 0.348 0 0.058 9.131 0 8.944 0.001 17.889 0.001 8.944 0.107 8.944 102 min 0.069 17.889 -0.068 8.944 0 9.131 0 0 0 17.889 -0.078 3.54 103 4 M7 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 104 min 0.239 0 0 0 0 0 0 0 -0.002 0 0 0 105 4 M8 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0 0 0.001 8.944 106 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 107 4 M11 max -0.21 32 0.048 16.333 0 32 0 32 0 32 0.16 16 108 min -0.21 0 -0.05 16 0 0 0 0 0 0 -0.09 6 109 4 M12 max 0.257 0 0.057 9.131 0 17.889 0 17.889 0 9.131 0.102 8.944 110 min 0.179 17.889 -0.067 8.944 0 0 0 0 0 8.944 -0.079 3.54 111 4 M13 max 0.24 0 0.057 9.131 0 17.889 0 8.758 0 17.889 0.102 8.944 112 min 0.176 17.889 -0.067 8.944 0 0 0 8.944 0 0 -0.08 3.54 113 4 M16 max -0.284 15.667 0.05 16 0 32 0 16 0 15.667 0.161 16 114 min -0.284 16 -0.048 15.667 0 0 0 16.333 0 16 -0.09 6 115 4 M17 max 0.34 0 0.058 9.131 0 8.944 0.001 17.889 0.002 8.944 0.107 8.944 116 min 0.067 17.889 -0.068 8.944 0 9.131 0 0 -0.001 17.889 -0.078 3.54 117 4 M18 max 0.348 0 0.058 9.131 0 17.889 0 8.758 0 17.889 0.107 8.944 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 19 Maximum Member Section Forces (Continued) LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 118 min 0.069 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.001 8.944 -0.078 3.54 119 4 M19 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.002 0 0.001 8.944 120 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 121 4 M20 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 122 min 0.239 0 0 0 0 0 0 0 0 0 0 0 123 4 M21 max 0.001 1.333 0.064 1.306 0.013 2.667 0 1.306 0.005 2.667 0.001 0 124 min 0.001 1.361 -0.064 1.333 -0.013 0 0 1.333 -0.013 1.333 -0.085 1.333 125 4 M22 max 0 1.333 0.067 1.306 0.007 1.306 0 2.667 0.007 1.333 0.001 0 126 min 0 1.361 -0.067 1.333 -0.007 1.333 0 0 -0.002 2.667 -0.088 1.333 127 4 M40 max 0 2.667 0.032 2.667 0.001 2.667 0 2.667 0.001 2.667 0.039 1.333 128 min 0 0 -0.032 0 -0.001 0 0 0 -0.001 1.333 -0.003 2.667 129 5 M1 max -0.284 15.667 0.05 16 0 15.667 0 32 0 16 0.161 16 130 min -0.284 16 -0.048 15.667 0 16 0 0 0 15.667 -0.09 6 131 5 M2 max 0.34 0 0.058 9.131 0 17.889 0 8.758 0.001 17.889 0.107 8.944 132 min 0.067 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.002 8.944 -0.078 3.54 133 5 M3 max 0.348 0 0.058 9.131 0 8.944 0.001 17.889 0.001 8.944 0.107 8.944 134 min 0.069 17.889 -0.068 8.944 0 9.131 0 0 0 17.889 -0.078 3.54 135 5 M7 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 136 min 0.239 0 0 0 0 0 0 0 -0.002 0 0 0 137 5 M8 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0 0 0.001 8.944 138 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 139 5 M11 max -0.21 32 0.048 16.333 0 32 0 32 0 32 0.16 16 140 min -0.21 0 -0.05 16 0 0 0 0 0 0 -0.09 6 141 5 M12 max 0.257 0 0.057 9.131 0 17.889 0 17.889 0 9.131 0.102 8.944 142 min 0.179 17.889 -0.067 8.944 0 0 0 0 0 8.944 -0.079 3.54 143 5 M13 max 0.24 0 0.057 9.131 0 17.889 0 8.758 0 17.889 0.102 8.944 144 min 0.176 17.889 -0.067 8.944 0 0 0 8.944 0 0 -0.08 3.54 145 5 M16 max -0.284 15.667 0.05 16 0 32 0 16 0 15.667 0.161 16 146 min -0.284 16 -0.048 15.667 0 0 0 16.333 0 16 -0.09 6 147 5 M17 max 0.34 0 0.058 9.131 0 8.944 0.001 17.889 0.002 8.944 0.107 8.944 148 min 0.067 17.889 -0.068 8.944 0 9.131 0 0 -0.001 17.889 -0.078 3.54 149 5 M18 max 0.348 0 0.058 9.131 0 17.889 0 8.758 0 17.889 0.107 8.944 150 min 0.069 17.889 -0.068 8.944 0 0 -0.001 8.944 -0.001 8.944 -0.078 3.54 151 5 M19 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.002 0 0.001 8.944 152 min 0.239 0 0 0 0 0 0 0 -0.001 8.944 0 0 153 5 M20 max 0.239 8.944 0 8.944 0 8.944 0 8.944 0.001 8.944 0.001 8.944 154 min 0.239 0 0 0 0 0 0 0 0 0 0 0 155 5 M21 max 0.001 1.333 0.064 1.306 0.013 2.667 0 1.306 0.005 2.667 0.001 0 156 min 0.001 1.361 -0.064 1.333 -0.013 0 0 1.333 -0.013 1.333 -0.085 1.333 157 5 M22 max 0 1.333 0.067 1.306 0.007 1.306 0 2.667 0.007 1.333 0.001 0 158 min 0 1.361 -0.067 1.333 -0.007 1.333 0 0 -0.002 2.667 -0.088 1.333 159 5 M40 max 0 2.667 0.032 2.667 0.001 2.667 0 2.667 0.001 2.667 0.039 1.333 160 min 0 0 -0.032 0 -0.001 0 0 0 -0.001 1.333 -0.003 2.667 161 6 M1 max -1.237 15.667 0.05 16 0 15.667 0.001 32 0.001 16 0.163 16 162 min -1.238 16 -0.048 15.667 0 16 -0.001 0 -0.001 15.667 -0.091 6 163 6 M2 max 1.479 0 0.253 9.131 0.002 17.889 0.001 8.758 0.006 17.889 0.464 8.944 164 min 0.293 17.889 -0.296 8.944 0 0 -0.005 8.944 -0.007 8.944 -0.338 3.54 165 6 M3 max 1.517 0 0.252 9.131 0 8.944 0.005 17.889 0.002 8.944 0.464 8.944 166 min 0.3 17.889 -0.296 8.944 -0.001 9.131 -0.001 0 -0.002 17.889 -0.338 3.54 167 6 M7 max 1.042 8.944 0 8.944 0.001 8.944 0 8.944 0.003 8.944 0.006 8.944 168 min 1.042 0 0 0 0.001 0 0 0 -0.008 0 0.002 0 169 6 M8 max 1.042 8.944 0 8.944 0 8.944 0 8.944 0 0 0.004 8.944 170 min 1.042 0 0 0 0 0 0 0 -0.004 8.944 0 0 171 6 M11 max -0.914 32 0.048 16.333 0 32 0 32 0 32 0.16 16 172 min -0.914 0 -0.05 16 0 0 0 0 0 0 -0.09 6 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 20 Maximum Member Section Forces (Continued) LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 173 6 M12 max 1.119 0 0.246 9.131 0 17.889 0 17.889 0 9.131 0.444 8.944 174 min 0.779 17.889 -0.294 8.944 0 0 0 0 0 8.944 -0.346 3.54 175 6 M13 max 1.046 0 0.246 9.131 0 17.889 0 8.758 0 8.758 0.443 8.944 176 min 0.765 17.889 -0.293 8.944 0 0 0 8.944 0 8.944 -0.347 3.54 177 6 M16 max -1.237 15.667 0.05 16 0 32 0.001 16 0.001 15.667 0.163 16 178 min -1.238 16 -0.048 15.667 0 0 -0.001 16.333 -0.001 16 -0.091 6 179 6 M17 max 1.479 0 0.253 9.131 0 8.944 0.005 17.889 0.007 8.944 0.464 8.944 180 min 0.293 17.889 -0.296 8.944 -0.002 9.131 -0.001 0 -0.006 17.889 -0.338 3.54 181 6 M18 max 1.517 0 0.252 9.131 0.001 17.889 0.001 8.758 0.002 17.889 0.464 8.944 182 min 0.3 17.889 -0.296 8.944 0 0 -0.005 8.944 -0.002 8.944 -0.338 3.54 183 6 M19 max 1.042 8.944 0 8.944 -0.001 8.944 0 8.944 0.008 0 0.006 8.944 184 min 1.042 0 0 0 -0.001 0 0 0 -0.003 8.944 0.002 0 185 6 M20 max 1.042 8.944 0 8.944 0 8.944 0 8.944 0.004 8.944 0.004 8.944 186 min 1.042 0 0 0 0 0 0 0 0 0 0 0 187 6 M21 max 0.002 1.333 0.279 1.306 0.057 2.667 0.002 1.306 0.02 2.667 0.003 0 188 min 0.002 1.361 -0.279 1.333 -0.057 0 -0.002 1.333 -0.055 1.333 -0.369 1.333 189 6 M22 max 0.001 1.333 0.292 1.306 0.03 1.306 0.002 2.667 0.03 1.333 0.006 0 190 min 0.001 1.361 -0.292 1.333 -0.03 1.333 -0.002 0 -0.01 2.667 -0.384 1.333 191 6 M40 max 0 2.667 0.138 2.667 0.006 2.667 0 2.667 0.004 2.667 0.172 1.333 192 min 0 0 -0.138 0 -0.006 0 0 0 -0.005 1.333 -0.013 2.667 193 7 M1 max -0.999 15.667 0.05 16 0 15.667 0.001 32 0.001 16 0.162 16 194 min -1 16 -0.048 15.667 0 16 -0.001 0 -0.001 15.667 -0.091 6 195 7 M2 max 1.194 0 0.204 9.131 0.001 17.889 0.001 8.758 0.005 17.889 0.375 8.944 196 min 0.236 17.889 -0.239 8.944 0 0 -0.004 8.944 -0.006 8.944 -0.273 3.54 197 7 M3 max 1.225 0 0.204 9.131 0 8.944 0.004 17.889 0.002 8.944 0.375 8.944 198 min 0.242 17.889 -0.239 8.944 0 9.131 0 0 -0.002 17.889 -0.273 3.54 199 7 M7 max 0.841 8.944 0 8.944 0.001 8.944 0 8.944 0.003 8.944 0.005 8.944 200 min 0.841 0 0 0 0.001 0 0 0 -0.006 0 0.001 0 201 7 M8 max 0.841 8.944 0 8.944 0 8.944 0 8.944 0 0 0.003 8.944 202 min 0.841 0 0 0 0 0 0 0 -0.004 8.944 0 0 203 7 M11 max -0.738 32 0.048 16.333 0 32 0 32 0 32 0.16 16 204 min -0.738 0 -0.05 16 0 0 0 0 0 0 -0.09 6 205 7 M12 max 0.904 0 0.199 9.131 0 17.889 0 17.889 0 9.131 0.358 8.944 206 min 0.629 17.889 -0.237 8.944 0 0 0 0 0 8.944 -0.28 3.54 207 7 M13 max 0.844 0 0.199 9.131 0 17.889 0 8.758 0 8.758 0.357 8.944 208 min 0.618 17.889 -0.237 8.944 0 0 0 8.944 0 8.944 -0.28 3.54 209 7 M16 max -0.999 15.667 0.05 16 0 32 0.001 16 0.001 15.667 0.162 16 210 min -1 16 -0.048 15.667 0 0 -0.001 16.333 -0.001 16 -0.091 6 211 7 M17 max 1.194 0 0.204 9.131 0 8.944 0.004 17.889 0.006 8.944 0.375 8.944 212 min 0.236 17.889 -0.239 8.944 -0.001 9.131 -0.001 0 -0.005 17.889 -0.273 3.54 213 7 M18 max 1.225 0 0.204 9.131 0 17.889 0 8.758 0.002 17.889 0.375 8.944 214 min 0.242 17.889 -0.239 8.944 0 0 -0.004 8.944 -0.002 8.944 -0.273 3.54 215 7 M19 max 0.841 8.944 0 8.944 -0.001 8.944 0 8.944 0.006 0 0.005 8.944 216 min 0.841 0 0 0 -0.001 0 0 0 -0.003 8.944 0.001 0 217 7 M20 max 0.841 8.944 0 8.944 0 8.944 0 8.944 0.004 8.944 0.003 8.944 218 min 0.841 0 0 0 0 0 0 0 0 0 0 0 219 7 M21 max 0.002 1.333 0.225 1.306 0.046 2.667 0.002 1.306 0.016 2.667 0.003 0 220 min 0.002 1.361 -0.225 1.333 -0.046 0 -0.002 1.333 -0.045 1.333 -0.298 1.333 221 7 M22 max 0.001 1.333 0.236 1.306 0.024 1.306 0.002 2.667 0.025 1.333 0.005 0 222 min 0.001 1.361 -0.236 1.333 -0.024 1.333 -0.002 0 -0.008 2.667 -0.31 1.333 223 7 M40 max 0 2.667 0.112 2.667 0.005 2.667 0 2.667 0.003 2.667 0.139 1.333 224 min 0 0 -0.112 0 -0.005 0 0 0 -0.004 1.333 -0.01 2.667 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 21 Member End Reactions LC Member Label Member End Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 1 1 M1 I -0.284 0.03 0 0 0 0 2 J -0.284 -0.03 0 0 0 0 3 1 M2 I 0.34 0.044 0 0 0 0 4 J 0.067 -0.052 0 -0.001 0.001 0.068 5 1 M3 I 0.348 0.044 0 0 0 0 6 J 0.069 -0.052 0 0.001 0 0.068 7 1 M7 I 0.239 0 0 0 -0.002 0 8 J 0.239 0 0 0 0.001 0.001 9 1 M8 I 0.239 0 0 0 0 0 10 J 0.239 0 0 0 -0.001 0.001 11 1 M11 I -0.21 0.03 0 0 0 0 12 J -0.21 -0.03 0 0 0 0 13 1 M12 I 0.257 0.045 0 0 0 0 14 J 0.179 -0.053 0 0 0 0.075 15 1 M13 I 0.24 0.045 0 0 0 0 16 J 0.176 -0.053 0 0 0 0.075 17 1 M16 I -0.284 0.03 0 0 0 0 18 J -0.284 -0.03 0 0 0 0 19 1 M17 I 0.34 0.044 0 0 0 0 20 J 0.067 -0.052 0 0.001 -0.001 0.068 21 1 M18 I 0.348 0.044 0 0 0 0 22 J 0.069 -0.052 0 -0.001 0 0.068 23 1 M19 I 0.239 0 0 0 0.002 0 24 J 0.239 0 0 0 -0.001 0.001 25 1 M20 I 0.239 0 0 0 0 0 26 J 0.239 0 0 0 0.001 0.001 27 1 M21 I 0.001 0.064 -0.013 0 0.005 0.001 28 J 0.001 -0.064 0.013 0 0.005 0.001 29 1 M22 I 0 0.067 0.007 0 -0.002 0.001 30 J 0 -0.067 -0.007 0 -0.002 0.001 31 1 M40 I 0 -0.032 -0.001 0 0.001 -0.003 32 J 0 0.032 0.001 0 0.001 -0.003 33 2 M1 I 0 0 0 0 0 0 34 J 0 0 0 0 0 0 35 2 M2 I 0 0 0 0 0 0 36 J 0 0 0 0 0 0 37 2 M3 I 0 0 0 0 0 0 38 J 0 0 0 0 0 0 39 2 M7 I 0 0 0 0 0 0 40 J 0 0 0 0 0 0 41 2 M8 I 0 0 0 0 0 0 42 J 0 0 0 0 0 0 43 2 M11 I 0 0 0 0 0 0 44 J 0 0 0 0 0 0 45 2 M12 I 0 0 0 0 0 0 46 J 0 0 0 0 0 0 47 2 M13 I 0 0 0 0 0 0 48 J 0 0 0 0 0 0 49 2 M16 I 0 0 0 0 0 0 50 J 0 0 0 0 0 0 51 2 M17 I 0 0 0 0 0 0 52 J 0 0 0 0 0 0 53 2 M18 I 0 0 0 0 0 0 54 J 0 0 0 0 0 0 55 2 M19 I 0 0 0 0 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 22 Member End Reactions (Continued) LC Member Label Member End Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 56 J 0 0 0 0 0 0 57 2 M20 I 0 0 0 0 0 0 58 J 0 0 0 0 0 0 59 2 M21 I 0 0 0 0 0 0 60 J 0 0 0 0 0 0 61 2 M22 I 0 0 0 0 0 0 62 J 0 0 0 0 0 0 63 2 M40 I 0 0 0 0 0 0 64 J 0 0 0 0 0 0 65 3 M1 I -0.284 0.03 0 0 0 0 66 J -0.284 -0.03 0 0 0 0 67 3 M2 I 0.34 0.044 0 0 0 0 68 J 0.067 -0.052 0 -0.001 0.001 0.068 69 3 M3 I 0.348 0.044 0 0 0 0 70 J 0.069 -0.052 0 0.001 0 0.068 71 3 M7 I 0.239 0 0 0 -0.002 0 72 J 0.239 0 0 0 0.001 0.001 73 3 M8 I 0.239 0 0 0 0 0 74 J 0.239 0 0 0 -0.001 0.001 75 3 M11 I -0.21 0.03 0 0 0 0 76 J -0.21 -0.03 0 0 0 0 77 3 M12 I 0.257 0.045 0 0 0 0 78 J 0.179 -0.053 0 0 0 0.075 79 3 M13 I 0.24 0.045 0 0 0 0 80 J 0.176 -0.053 0 0 0 0.075 81 3 M16 I -0.284 0.03 0 0 0 0 82 J -0.284 -0.03 0 0 0 0 83 3 M17 I 0.34 0.044 0 0 0 0 84 J 0.067 -0.052 0 0.001 -0.001 0.068 85 3 M18 I 0.348 0.044 0 0 0 0 86 J 0.069 -0.052 0 -0.001 0 0.068 87 3 M19 I 0.239 0 0 0 0.002 0 88 J 0.239 0 0 0 -0.001 0.001 89 3 M20 I 0.239 0 0 0 0 0 90 J 0.239 0 0 0 0.001 0.001 91 3 M21 I 0.001 0.064 -0.013 0 0.005 0.001 92 J 0.001 -0.064 0.013 0 0.005 0.001 93 3 M22 I 0 0.067 0.007 0 -0.002 0.001 94 J 0 -0.067 -0.007 0 -0.002 0.001 95 3 M40 I 0 -0.032 -0.001 0 0.001 -0.003 96 J 0 0.032 0.001 0 0.001 -0.003 97 4 M1 I -0.284 0.03 0 0 0 0 98 J -0.284 -0.03 0 0 0 0 99 4 M2 I 0.34 0.044 0 0 0 0 100 J 0.067 -0.052 0 -0.001 0.001 0.068 101 4 M3 I 0.348 0.044 0 0 0 0 102 J 0.069 -0.052 0 0.001 0 0.068 103 4 M7 I 0.239 0 0 0 -0.002 0 104 J 0.239 0 0 0 0.001 0.001 105 4 M8 I 0.239 0 0 0 0 0 106 J 0.239 0 0 0 -0.001 0.001 107 4 M11 I -0.21 0.03 0 0 0 0 108 J -0.21 -0.03 0 0 0 0 109 4 M12 I 0.257 0.045 0 0 0 0 110 J 0.179 -0.053 0 0 0 0.075 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 23 Member End Reactions (Continued) LC Member Label Member End Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 111 4 M13 I 0.24 0.045 0 0 0 0 112 J 0.176 -0.053 0 0 0 0.075 113 4 M16 I -0.284 0.03 0 0 0 0 114 J -0.284 -0.03 0 0 0 0 115 4 M17 I 0.34 0.044 0 0 0 0 116 J 0.067 -0.052 0 0.001 -0.001 0.068 117 4 M18 I 0.348 0.044 0 0 0 0 118 J 0.069 -0.052 0 -0.001 0 0.068 119 4 M19 I 0.239 0 0 0 0.002 0 120 J 0.239 0 0 0 -0.001 0.001 121 4 M20 I 0.239 0 0 0 0 0 122 J 0.239 0 0 0 0.001 0.001 123 4 M21 I 0.001 0.064 -0.013 0 0.005 0.001 124 J 0.001 -0.064 0.013 0 0.005 0.001 125 4 M22 I 0 0.067 0.007 0 -0.002 0.001 126 J 0 -0.067 -0.007 0 -0.002 0.001 127 4 M40 I 0 -0.032 -0.001 0 0.001 -0.003 128 J 0 0.032 0.001 0 0.001 -0.003 129 5 M1 I -0.284 0.03 0 0 0 0 130 J -0.284 -0.03 0 0 0 0 131 5 M2 I 0.34 0.044 0 0 0 0 132 J 0.067 -0.052 0 -0.001 0.001 0.068 133 5 M3 I 0.348 0.044 0 0 0 0 134 J 0.069 -0.052 0 0.001 0 0.068 135 5 M7 I 0.239 0 0 0 -0.002 0 136 J 0.239 0 0 0 0.001 0.001 137 5 M8 I 0.239 0 0 0 0 0 138 J 0.239 0 0 0 -0.001 0.001 139 5 M11 I -0.21 0.03 0 0 0 0 140 J -0.21 -0.03 0 0 0 0 141 5 M12 I 0.257 0.045 0 0 0 0 142 J 0.179 -0.053 0 0 0 0.075 143 5 M13 I 0.24 0.045 0 0 0 0 144 J 0.176 -0.053 0 0 0 0.075 145 5 M16 I -0.284 0.03 0 0 0 0 146 J -0.284 -0.03 0 0 0 0 147 5 M17 I 0.34 0.044 0 0 0 0 148 J 0.067 -0.052 0 0.001 -0.001 0.068 149 5 M18 I 0.348 0.044 0 0 0 0 150 J 0.069 -0.052 0 -0.001 0 0.068 151 5 M19 I 0.239 0 0 0 0.002 0 152 J 0.239 0 0 0 -0.001 0.001 153 5 M20 I 0.239 0 0 0 0 0 154 J 0.239 0 0 0 0.001 0.001 155 5 M21 I 0.001 0.064 -0.013 0 0.005 0.001 156 J 0.001 -0.064 0.013 0 0.005 0.001 157 5 M22 I 0 0.067 0.007 0 -0.002 0.001 158 J 0 -0.067 -0.007 0 -0.002 0.001 159 5 M40 I 0 -0.032 -0.001 0 0.001 -0.003 160 J 0 0.032 0.001 0 0.001 -0.003 161 6 M1 I -1.237 0.03 0 -0.001 0 0 162 J -1.238 -0.03 0 0.001 0 0 163 6 M2 I 1.479 0.192 0 0.001 0 0 164 J 0.293 -0.225 0.002 -0.005 0.006 0.297 165 6 M3 I 1.517 0.192 0 -0.001 0 0 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 24 Member End Reactions (Continued) LC Member Label Member End Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 166 J 0.3 -0.226 -0.001 0.005 -0.002 0.297 167 6 M7 I 1.042 0 0.001 0 -0.008 0.002 168 J 1.042 0 0.001 0 0.003 0.006 169 6 M8 I 1.042 0 0 0 0 0 170 J 1.042 0 0 0 -0.004 0.004 171 6 M11 I -0.914 0.03 0 0 0 0 172 J -0.914 -0.03 0 0 0 0 173 6 M12 I 1.119 0.194 0 0 0 0 174 J 0.779 -0.231 0 0 0 0.327 175 6 M13 I 1.046 0.195 0 0 0 0 176 J 0.765 -0.232 0 0 0 0.327 177 6 M16 I -1.237 0.03 0 0.001 0 0 178 J -1.238 -0.03 0 -0.001 0 0 179 6 M17 I 1.479 0.192 0 -0.001 0 0 180 J 0.293 -0.225 -0.002 0.005 -0.006 0.297 181 6 M18 I 1.517 0.192 0 0.001 0 0 182 J 0.3 -0.226 0.001 -0.005 0.002 0.297 183 6 M19 I 1.042 0 -0.001 0 0.008 0.002 184 J 1.042 0 -0.001 0 -0.003 0.006 185 6 M20 I 1.042 0 0 0 0 0 186 J 1.042 0 0 0 0.004 0.004 187 6 M21 I 0.002 0.279 -0.057 0.002 0.02 0.003 188 J 0.002 -0.279 0.057 -0.002 0.02 0.003 189 6 M22 I 0.001 0.292 0.03 -0.002 -0.01 0.006 190 J 0.001 -0.292 -0.03 0.002 -0.01 0.006 191 6 M40 I 0 -0.138 -0.006 0 0.004 -0.013 192 J 0 0.138 0.006 0 0.004 -0.013 193 7 M1 I -0.999 0.03 0 -0.001 0 0 194 J -1 -0.03 0 0.001 0 0 195 7 M2 I 1.194 0.155 0 0.001 0 0 196 J 0.236 -0.182 0.001 -0.004 0.005 0.24 197 7 M3 I 1.225 0.155 0 0 0 0 198 J 0.242 -0.182 0 0.004 -0.002 0.24 199 7 M7 I 0.841 0 0.001 0 -0.006 0.001 200 J 0.841 0 0.001 0 0.003 0.005 201 7 M8 I 0.841 0 0 0 0 0 202 J 0.841 0 0 0 -0.004 0.003 203 7 M11 I -0.738 0.03 0 0 0 0 204 J -0.738 -0.03 0 0 0 0 205 7 M12 I 0.904 0.157 0 0 0 0 206 J 0.629 -0.187 0 0 0 0.264 207 7 M13 I 0.844 0.157 0 0 0 0 208 J 0.618 -0.187 0 0 0 0.264 209 7 M16 I -0.999 0.03 0 0.001 0 0 210 J -1 -0.03 0 -0.001 0 0 211 7 M17 I 1.194 0.155 0 -0.001 0 0 212 J 0.236 -0.182 -0.001 0.004 -0.005 0.24 213 7 M18 I 1.225 0.155 0 0 0 0 214 J 0.242 -0.182 0 -0.004 0.002 0.24 215 7 M19 I 0.841 0 -0.001 0 0.006 0.001 216 J 0.841 0 -0.001 0 -0.003 0.005 217 7 M20 I 0.841 0 0 0 0 0 218 J 0.841 0 0 0 0.004 0.003 219 7 M21 I 0.002 0.225 -0.046 0.002 0.016 0.003 220 J 0.002 -0.225 0.046 -0.002 0.016 0.003 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 25 Member End Reactions (Continued) LC Member Label Member End Axial[k]y Shear[k]z Shear[k]Torque[k-ft]y-y Moment[k-ft]z-z Moment[k-ft] 221 7 M22 I 0.001 0.236 0.024 -0.002 -0.008 0.005 222 J 0.001 -0.236 -0.024 0.002 -0.008 0.005 223 7 M40 I 0 -0.112 -0.005 0 0.003 -0.01 224 J 0 0.112 0.005 0 0.003 -0.01 Member 2nd/1st Moment Ratios LC Member y-y Moment [k-ft]2nd/1st Ratio Loc [ft]z-z Moment [k-ft]2nd/1st Ratio Loc [ft] 1 1 M1 0 1 16 0.161 1 16 2 1 M2 -0.002 1 8.944 0.107 1 8.944 3 1 M3 0.001 1 8.944 0.107 1 8.944 4 1 M7 -0.002 1 0 0.001 1 8.944 5 1 M8 -0.001 1 8.944 0.001 0.999 8.944 6 1 M11 0 NC 0 0.16 1 16 7 1 M12 0 NC 8.944 0.102 1 8.944 8 1 M13 0 NC 8.944 0.102 1 8.944 9 1 M16 0 1 16 0.161 1 16 10 1 M17 0.002 1 8.944 0.107 1 8.944 11 1 M18 -0.001 1 8.944 0.107 1 8.944 12 1 M19 0.002 1 0 0.001 1 8.944 13 1 M20 0.001 1 8.944 0.001 0.999 8.944 14 1 M21 -0.013 1 1.333 -0.085 1 1.333 15 1 M22 0.007 1 1.333 -0.088 1 1.333 16 1 M40 -0.001 1 1.333 0.039 1 1.333 17 2 M1 0 NC 0 0 NC 0 18 2 M2 0 NC 0 0 NC 0 19 2 M3 0 NC 0 0 NC 0 20 2 M7 0 NC 0 0 NC 0 21 2 M8 0 NC 0 0 NC 0 22 2 M11 0 NC 0 0 NC 0 23 2 M12 0 NC 0 0 NC 0 24 2 M13 0 NC 0 0 NC 0 25 2 M16 0 NC 0 0 NC 0 26 2 M17 0 NC 0 0 NC 0 27 2 M18 0 NC 0 0 NC 0 28 2 M19 0 NC 0 0 NC 0 29 2 M20 0 NC 0 0 NC 0 30 2 M21 0 NC 0 0 NC 0 31 2 M22 0 NC 0 0 NC 0 32 2 M40 0 NC 0 0 NC 0 33 3 M1 0 1 16 0.161 1 16 34 3 M2 -0.002 1 8.944 0.107 1 8.944 35 3 M3 0.001 1 8.944 0.107 1 8.944 36 3 M7 -0.002 1 0 0.001 1 8.944 37 3 M8 -0.001 1 8.944 0.001 0.999 8.944 38 3 M11 0 NC 0 0.16 1 16 39 3 M12 0 NC 8.944 0.102 1 8.944 40 3 M13 0 NC 8.944 0.102 1 8.944 41 3 M16 0 1 16 0.161 1 16 42 3 M17 0.002 1 8.944 0.107 1 8.944 43 3 M18 -0.001 1 8.944 0.107 1 8.944 44 3 M19 0.002 1 0 0.001 1 8.944 45 3 M20 0.001 1 8.944 0.001 0.999 8.944 46 3 M21 -0.013 1 1.333 -0.085 1 1.333 47 3 M22 0.007 1 1.333 -0.088 1 1.333 48 3 M40 -0.001 1 1.333 0.039 1 1.333 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 26 Member 2nd/1st Moment Ratios (Continued) LC Member y-y Moment [k-ft]2nd/1st Ratio Loc [ft]z-z Moment [k-ft]2nd/1st Ratio Loc [ft] 49 4 M1 NC NC NC NC NC NC 50 4 M2 NC NC NC NC NC NC 51 4 M3 NC NC NC NC NC NC 52 4 M7 NC NC NC NC NC NC 53 4 M8 NC NC NC NC NC NC 54 4 M11 NC NC NC NC NC NC 55 4 M12 NC NC NC NC NC NC 56 4 M13 NC NC NC NC NC NC 57 4 M16 NC NC NC NC NC NC 58 4 M17 NC NC NC NC NC NC 59 4 M18 NC NC NC NC NC NC 60 4 M19 NC NC NC NC NC NC 61 4 M20 NC NC NC NC NC NC 62 4 M21 NC NC NC NC NC NC 63 4 M22 NC NC NC NC NC NC 64 4 M40 NC NC NC NC NC NC 65 5 M1 NC NC NC NC NC NC 66 5 M2 NC NC NC NC NC NC 67 5 M3 NC NC NC NC NC NC 68 5 M7 NC NC NC NC NC NC 69 5 M8 NC NC NC NC NC NC 70 5 M11 NC NC NC NC NC NC 71 5 M12 NC NC NC NC NC NC 72 5 M13 NC NC NC NC NC NC 73 5 M16 NC NC NC NC NC NC 74 5 M17 NC NC NC NC NC NC 75 5 M18 NC NC NC NC NC NC 76 5 M19 NC NC NC NC NC NC 77 5 M20 NC NC NC NC NC NC 78 5 M21 NC NC NC NC NC NC 79 5 M22 NC NC NC NC NC NC 80 5 M40 NC NC NC NC NC NC 81 6 M1 NC NC NC NC NC NC 82 6 M2 NC NC NC NC NC NC 83 6 M3 NC NC NC NC NC NC 84 6 M7 NC NC NC NC NC NC 85 6 M8 NC NC NC NC NC NC 86 6 M11 NC NC NC NC NC NC 87 6 M12 NC NC NC NC NC NC 88 6 M13 NC NC NC NC NC NC 89 6 M16 NC NC NC NC NC NC 90 6 M17 NC NC NC NC NC NC 91 6 M18 NC NC NC NC NC NC 92 6 M19 NC NC NC NC NC NC 93 6 M20 NC NC NC NC NC NC 94 6 M21 NC NC NC NC NC NC 95 6 M22 NC NC NC NC NC NC 96 6 M40 NC NC NC NC NC NC 97 7 M1 NC NC NC NC NC NC 98 7 M2 NC NC NC NC NC NC 99 7 M3 NC NC NC NC NC NC 100 7 M7 NC NC NC NC NC NC 101 7 M8 NC NC NC NC NC NC 102 7 M11 NC NC NC NC NC NC 103 7 M12 NC NC NC NC NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 27 Member 2nd/1st Moment Ratios (Continued) LC Member y-y Moment [k-ft]2nd/1st Ratio Loc [ft]z-z Moment [k-ft]2nd/1st Ratio Loc [ft] 104 7 M13 NC NC NC NC NC NC 105 7 M16 NC NC NC NC NC NC 106 7 M17 NC NC NC NC NC NC 107 7 M18 NC NC NC NC NC NC 108 7 M19 NC NC NC NC NC NC 109 7 M20 NC NC NC NC NC NC 110 7 M21 NC NC NC NC NC NC 111 7 M22 NC NC NC NC NC NC 112 7 M40 NC NC NC NC NC NC Member Section Deflections - Service LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 1 1 M1 1 -0.008 0 0 -2.475e-4 NC NC 2 2 -0.006 -0.084 0.004 -1.812e-4 4571 NC 3 3 -0.004 0 0 -1.149e-4 NC NC 4 4 -0.002 -0.083 -0.003 -1.67e-4 4631 NC 5 5 0 0 0 -2.191e-4 NC NC 6 1 M2 1 -0.007 0.003 0 -2.518e-4 NC NC 7 2 -0.008 -0.026 -0.003 -2.933e-4 8223 NC 8 3 -0.009 -0.006 0 -3.347e-4 NC NC 9 4 -0.01 -0.017 0.001 -1.09e-4 NC NC 10 5 -0.01 -0.012 0 1.167e-4 NC NC 11 1 M3 1 0 0 0 2.367e-4 NC NC 12 2 -0.001 -0.03 0.001 2.627e-4 8218 NC 13 3 -0.002 -0.01 0 2.888e-4 NC NC 14 4 -0.003 -0.021 0 7.107e-5 NC NC 15 5 -0.003 -0.015 0 -1.467e-4 NC NC 16 1 M7 1 -0.001 -0.011 0 -7.304e-5 NC NC 17 2 -0.001 -0.008 0.006 -9.1e-5 NC NC 18 3 -0.002 -0.005 0.005 -1.09e-4 NC NC 19 4 -0.003 -0.003 0.002 -1.269e-4 NC NC 20 5 -0.003 -0.002 0 -1.449e-4 NC NC 21 1 M8 1 -0.003 0.002 0 -6.06e-5 NC NC 22 2 -0.004 0 0.003 -7.88e-5 NC NC 23 3 -0.005 -0.002 0.005 -9.7e-5 NC NC 24 4 -0.006 -0.005 0.005 -1.152e-4 NC NC 25 5 -0.006 -0.008 0 -1.334e-4 NC NC 26 1 M11 1 -0.006 0 0 0 NC NC 27 2 -0.004 -0.083 0 0 4601 NC 28 3 -0.003 0 0 0 NC NC 29 4 -0.001 -0.083 0 0 4601 NC 30 5 0 0 0 0 NC NC 31 1 M12 1 -0.005 0.003 0 0 NC NC 32 2 -0.006 -0.03 0 0 7300 NC 33 3 -0.007 -0.01 0 0 NC NC 34 4 -0.008 -0.018 0 0 NC NC 35 5 -0.008 -0.01 0 0 NC NC 36 1 M13 1 0 0 0 0 NC NC 37 2 -0.001 -0.033 0 0 7257 NC 38 3 -0.002 -0.013 0 0 NC NC 39 4 -0.002 -0.021 0 0 NC NC 40 5 -0.003 -0.013 0 0 NC NC 41 1 M16 1 -0.008 0 0 2.475e-4 NC NC 42 2 -0.006 -0.084 -0.004 1.812e-4 4571 NC 43 3 -0.004 0 0 1.149e-4 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 28 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 44 4 -0.002 -0.083 0.003 1.67e-4 4631 NC 45 5 0 0 0 2.191e-4 NC NC 46 1 M17 1 -0.007 0.003 0 2.518e-4 NC NC 47 2 -0.008 -0.026 0.003 2.933e-4 8223 NC 48 3 -0.009 -0.006 0 3.347e-4 NC NC 49 4 -0.01 -0.017 -0.001 1.09e-4 NC NC 50 5 -0.01 -0.012 0 -1.167e-4 NC NC 51 1 M18 1 0 0 0 -2.367e-4 NC NC 52 2 -0.001 -0.03 -0.001 -2.627e-4 8218 NC 53 3 -0.002 -0.01 0 -2.888e-4 NC NC 54 4 -0.003 -0.021 0 -7.107e-5 NC NC 55 5 -0.003 -0.015 0 1.467e-4 NC NC 56 1 M19 1 -0.001 -0.011 0 7.304e-5 NC NC 57 2 -0.001 -0.008 -0.006 9.1e-5 NC NC 58 3 -0.002 -0.005 -0.005 1.09e-4 NC NC 59 4 -0.003 -0.003 -0.002 1.269e-4 NC NC 60 5 -0.003 -0.002 0 1.449e-4 NC NC 61 1 M20 1 -0.003 0.002 0 6.06e-5 NC NC 62 2 -0.004 0 -0.003 7.88e-5 NC NC 63 3 -0.005 -0.002 -0.005 9.7e-5 NC NC 64 4 -0.006 -0.005 -0.005 1.152e-4 NC NC 65 5 -0.006 -0.008 0 1.334e-4 NC NC 66 1 M21 1 0 -0.01 -0.006 -1.381e-4 NC NC 67 2 0 -0.012 -0.003 -1.505e-4 NC NC 68 3 0 -0.012 -0.001 -1.63e-4 NC 7851 69 4 0 -0.012 -0.003 -1.505e-4 NC NC 70 5 0 -0.01 -0.006 -1.381e-4 NC NC 71 1 M22 1 0 -0.01 -0.002 1.334e-4 NC NC 72 2 0 -0.012 -0.004 1.47e-4 NC NC 73 3 0 -0.013 -0.004 1.607e-4 NC NC 74 4 0 -0.012 -0.004 1.47e-4 NC NC 75 5 0 -0.01 -0.002 1.334e-4 NC NC 76 1 M40 1 0 -0.015 -0.004 1.799e-6 NC NC 77 2 0 -0.014 -0.003 1.854e-6 NC NC 78 3 0 -0.013 -0.003 1.908e-6 NC NC 79 4 0 -0.014 -0.003 1.854e-6 NC NC 80 5 0 -0.015 -0.004 1.799e-6 NC NC 81 2 M1 1 0 0 0 0 NC NC 82 2 0 0 0 0 NC NC 83 3 0 0 0 0 NC NC 84 4 0 0 0 0 NC NC 85 5 0 0 0 0 NC NC 86 2 M2 1 0 0 0 0 NC NC 87 2 0 0 0 0 NC NC 88 3 0 0 0 0 NC NC 89 4 0 0 0 0 NC NC 90 5 0 0 0 0 NC NC 91 2 M3 1 0 0 0 0 NC NC 92 2 0 0 0 0 NC NC 93 3 0 0 0 0 NC NC 94 4 0 0 0 0 NC NC 95 5 0 0 0 0 NC NC 96 2 M7 1 0 0 0 0 NC NC 97 2 0 0 0 0 NC NC 98 3 0 0 0 0 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 29 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 99 4 0 0 0 0 NC NC 100 5 0 0 0 0 NC NC 101 2 M8 1 0 0 0 0 NC NC 102 2 0 0 0 0 NC NC 103 3 0 0 0 0 NC NC 104 4 0 0 0 0 NC NC 105 5 0 0 0 0 NC NC 106 2 M11 1 0 0 0 0 NC NC 107 2 0 0 0 0 NC NC 108 3 0 0 0 0 NC NC 109 4 0 0 0 0 NC NC 110 5 0 0 0 0 NC NC 111 2 M12 1 0 0 0 0 NC NC 112 2 0 0 0 0 NC NC 113 3 0 0 0 0 NC NC 114 4 0 0 0 0 NC NC 115 5 0 0 0 0 NC NC 116 2 M13 1 0 0 0 0 NC NC 117 2 0 0 0 0 NC NC 118 3 0 0 0 0 NC NC 119 4 0 0 0 0 NC NC 120 5 0 0 0 0 NC NC 121 2 M16 1 0 0 0 0 NC NC 122 2 0 0 0 0 NC NC 123 3 0 0 0 0 NC NC 124 4 0 0 0 0 NC NC 125 5 0 0 0 0 NC NC 126 2 M17 1 0 0 0 0 NC NC 127 2 0 0 0 0 NC NC 128 3 0 0 0 0 NC NC 129 4 0 0 0 0 NC NC 130 5 0 0 0 0 NC NC 131 2 M18 1 0 0 0 0 NC NC 132 2 0 0 0 0 NC NC 133 3 0 0 0 0 NC NC 134 4 0 0 0 0 NC NC 135 5 0 0 0 0 NC NC 136 2 M19 1 0 0 0 0 NC NC 137 2 0 0 0 0 NC NC 138 3 0 0 0 0 NC NC 139 4 0 0 0 0 NC NC 140 5 0 0 0 0 NC NC 141 2 M20 1 0 0 0 0 NC NC 142 2 0 0 0 0 NC NC 143 3 0 0 0 0 NC NC 144 4 0 0 0 0 NC NC 145 5 0 0 0 0 NC NC 146 2 M21 1 0 0 0 0 NC NC 147 2 0 0 0 0 NC NC 148 3 0 0 0 0 NC NC 149 4 0 0 0 0 NC NC 150 5 0 0 0 0 NC NC 151 2 M22 1 0 0 0 0 NC NC 152 2 0 0 0 0 NC NC 153 3 0 0 0 0 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 30 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 154 4 0 0 0 0 NC NC 155 5 0 0 0 0 NC NC 156 2 M40 1 0 0 0 0 NC NC 157 2 0 0 0 0 NC NC 158 3 0 0 0 0 NC NC 159 4 0 0 0 0 NC NC 160 5 0 0 0 0 NC NC 161 3 M1 1 -0.008 0 0 -2.475e-4 NC NC 162 2 -0.006 -0.084 0.004 -1.812e-4 4571 NC 163 3 -0.004 0 0 -1.149e-4 NC NC 164 4 -0.002 -0.083 -0.003 -1.67e-4 4631 NC 165 5 0 0 0 -2.191e-4 NC NC 166 3 M2 1 -0.007 0.003 0 -2.518e-4 NC NC 167 2 -0.008 -0.026 -0.003 -2.933e-4 8223 NC 168 3 -0.009 -0.006 0 -3.347e-4 NC NC 169 4 -0.01 -0.017 0.001 -1.09e-4 NC NC 170 5 -0.01 -0.012 0 1.167e-4 NC NC 171 3 M3 1 0 0 0 2.367e-4 NC NC 172 2 -0.001 -0.03 0.001 2.627e-4 8218 NC 173 3 -0.002 -0.01 0 2.888e-4 NC NC 174 4 -0.003 -0.021 0 7.107e-5 NC NC 175 5 -0.003 -0.015 0 -1.467e-4 NC NC 176 3 M7 1 -0.001 -0.011 0 -7.304e-5 NC NC 177 2 -0.001 -0.008 0.006 -9.1e-5 NC NC 178 3 -0.002 -0.005 0.005 -1.09e-4 NC NC 179 4 -0.003 -0.003 0.002 -1.269e-4 NC NC 180 5 -0.003 -0.002 0 -1.449e-4 NC NC 181 3 M8 1 -0.003 0.002 0 -6.06e-5 NC NC 182 2 -0.004 0 0.003 -7.88e-5 NC NC 183 3 -0.005 -0.002 0.005 -9.7e-5 NC NC 184 4 -0.006 -0.005 0.005 -1.152e-4 NC NC 185 5 -0.006 -0.008 0 -1.334e-4 NC NC 186 3 M11 1 -0.006 0 0 0 NC NC 187 2 -0.004 -0.083 0 0 4601 NC 188 3 -0.003 0 0 0 NC NC 189 4 -0.001 -0.083 0 0 4601 NC 190 5 0 0 0 0 NC NC 191 3 M12 1 -0.005 0.003 0 0 NC NC 192 2 -0.006 -0.03 0 0 7300 NC 193 3 -0.007 -0.01 0 0 NC NC 194 4 -0.008 -0.018 0 0 NC NC 195 5 -0.008 -0.01 0 0 NC NC 196 3 M13 1 0 0 0 0 NC NC 197 2 -0.001 -0.033 0 0 7257 NC 198 3 -0.002 -0.013 0 0 NC NC 199 4 -0.002 -0.021 0 0 NC NC 200 5 -0.003 -0.013 0 0 NC NC 201 3 M16 1 -0.008 0 0 2.475e-4 NC NC 202 2 -0.006 -0.084 -0.004 1.812e-4 4571 NC 203 3 -0.004 0 0 1.149e-4 NC NC 204 4 -0.002 -0.083 0.003 1.67e-4 4631 NC 205 5 0 0 0 2.191e-4 NC NC 206 3 M17 1 -0.007 0.003 0 2.518e-4 NC NC 207 2 -0.008 -0.026 0.003 2.933e-4 8223 NC 208 3 -0.009 -0.006 0 3.347e-4 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 31 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 209 4 -0.01 -0.017 -0.001 1.09e-4 NC NC 210 5 -0.01 -0.012 0 -1.167e-4 NC NC 211 3 M18 1 0 0 0 -2.367e-4 NC NC 212 2 -0.001 -0.03 -0.001 -2.627e-4 8218 NC 213 3 -0.002 -0.01 0 -2.888e-4 NC NC 214 4 -0.003 -0.021 0 -7.107e-5 NC NC 215 5 -0.003 -0.015 0 1.467e-4 NC NC 216 3 M19 1 -0.001 -0.011 0 7.304e-5 NC NC 217 2 -0.001 -0.008 -0.006 9.1e-5 NC NC 218 3 -0.002 -0.005 -0.005 1.09e-4 NC NC 219 4 -0.003 -0.003 -0.002 1.269e-4 NC NC 220 5 -0.003 -0.002 0 1.449e-4 NC NC 221 3 M20 1 -0.003 0.002 0 6.06e-5 NC NC 222 2 -0.004 0 -0.003 7.88e-5 NC NC 223 3 -0.005 -0.002 -0.005 9.7e-5 NC NC 224 4 -0.006 -0.005 -0.005 1.152e-4 NC NC 225 5 -0.006 -0.008 0 1.334e-4 NC NC 226 3 M21 1 0 -0.01 -0.006 -1.381e-4 NC NC 227 2 0 -0.012 -0.003 -1.505e-4 NC NC 228 3 0 -0.012 -0.001 -1.63e-4 NC 7851 229 4 0 -0.012 -0.003 -1.505e-4 NC NC 230 5 0 -0.01 -0.006 -1.381e-4 NC NC 231 3 M22 1 0 -0.01 -0.002 1.334e-4 NC NC 232 2 0 -0.012 -0.004 1.47e-4 NC NC 233 3 0 -0.013 -0.004 1.607e-4 NC NC 234 4 0 -0.012 -0.004 1.47e-4 NC NC 235 5 0 -0.01 -0.002 1.334e-4 NC NC 236 3 M40 1 0 -0.015 -0.004 1.799e-6 NC NC 237 2 0 -0.014 -0.003 1.854e-6 NC NC 238 3 0 -0.013 -0.003 1.908e-6 NC NC 239 4 0 -0.014 -0.003 1.854e-6 NC NC 240 5 0 -0.015 -0.004 1.799e-6 NC NC 241 4 M1 1 -0.008 0 0 -2.474e-4 NC NC 242 2 -0.006 -0.084 0.004 -1.811e-4 4571 NC 243 3 -0.004 0 0 -1.148e-4 NC NC 244 4 -0.002 -0.083 -0.003 -1.67e-4 4631 NC 245 5 0 0 0 -2.191e-4 NC NC 246 4 M2 1 -0.007 0.003 0 -2.518e-4 NC NC 247 2 -0.008 -0.026 -0.003 -2.932e-4 8223 NC 248 3 -0.009 -0.006 0 -3.346e-4 NC NC 249 4 -0.01 -0.017 0.001 -1.09e-4 NC NC 250 5 -0.01 -0.012 0 1.166e-4 NC NC 251 4 M3 1 0 0 0 2.366e-4 NC NC 252 2 -0.001 -0.03 0.001 2.627e-4 8218 NC 253 3 -0.002 -0.01 0 2.887e-4 NC NC 254 4 -0.003 -0.021 0 7.107e-5 NC NC 255 5 -0.003 -0.015 0 -1.466e-4 NC NC 256 4 M7 1 -0.001 -0.011 0 -7.304e-5 NC NC 257 2 -0.001 -0.008 0.006 -9.099e-5 NC NC 258 3 -0.002 -0.005 0.005 -1.089e-4 NC NC 259 4 -0.003 -0.003 0.002 -1.269e-4 NC NC 260 5 -0.003 -0.002 0 -1.448e-4 NC NC 261 4 M8 1 -0.003 0.002 0 -6.06e-5 NC NC 262 2 -0.004 0 0.003 -7.879e-5 NC NC 263 3 -0.005 -0.002 0.005 -9.698e-5 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 32 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 264 4 -0.006 -0.005 0.005 -1.152e-4 NC NC 265 5 -0.006 -0.008 0 -1.334e-4 NC NC 266 4 M11 1 -0.006 0 0 0 NC NC 267 2 -0.004 -0.083 0 0 4601 NC 268 3 -0.003 0 0 0 NC NC 269 4 -0.001 -0.083 0 0 4601 NC 270 5 0 0 0 0 NC NC 271 4 M12 1 -0.005 0.003 0 0 NC NC 272 2 -0.006 -0.03 0 0 7301 NC 273 3 -0.007 -0.01 0 0 NC NC 274 4 -0.008 -0.018 0 0 NC NC 275 5 -0.008 -0.01 0 0 NC NC 276 4 M13 1 0 0 0 0 NC NC 277 2 -0.001 -0.033 0 0 7257 NC 278 3 -0.002 -0.013 0 0 NC NC 279 4 -0.002 -0.021 0 0 NC NC 280 5 -0.003 -0.013 0 0 NC NC 281 4 M16 1 -0.008 0 0 2.474e-4 NC NC 282 2 -0.006 -0.084 -0.004 1.811e-4 4571 NC 283 3 -0.004 0 0 1.148e-4 NC NC 284 4 -0.002 -0.083 0.003 1.67e-4 4631 NC 285 5 0 0 0 2.191e-4 NC NC 286 4 M17 1 -0.007 0.003 0 2.518e-4 NC NC 287 2 -0.008 -0.026 0.003 2.932e-4 8223 NC 288 3 -0.009 -0.006 0 3.346e-4 NC NC 289 4 -0.01 -0.017 -0.001 1.09e-4 NC NC 290 5 -0.01 -0.012 0 -1.166e-4 NC NC 291 4 M18 1 0 0 0 -2.366e-4 NC NC 292 2 -0.001 -0.03 -0.001 -2.627e-4 8218 NC 293 3 -0.002 -0.01 0 -2.887e-4 NC NC 294 4 -0.003 -0.021 0 -7.107e-5 NC NC 295 5 -0.003 -0.015 0 1.466e-4 NC NC 296 4 M19 1 -0.001 -0.011 0 7.304e-5 NC NC 297 2 -0.001 -0.008 -0.006 9.099e-5 NC NC 298 3 -0.002 -0.005 -0.005 1.089e-4 NC NC 299 4 -0.003 -0.003 -0.002 1.269e-4 NC NC 300 5 -0.003 -0.002 0 1.448e-4 NC NC 301 4 M20 1 -0.003 0.002 0 6.06e-5 NC NC 302 2 -0.004 0 -0.003 7.879e-5 NC NC 303 3 -0.005 -0.002 -0.005 9.698e-5 NC NC 304 4 -0.006 -0.005 -0.005 1.152e-4 NC NC 305 5 -0.006 -0.008 0 1.334e-4 NC NC 306 4 M21 1 0 -0.01 -0.006 -1.381e-4 NC NC 307 2 0 -0.012 -0.003 -1.505e-4 NC NC 308 3 0 -0.012 -0.001 -1.63e-4 NC 7853 309 4 0 -0.012 -0.003 -1.505e-4 NC NC 310 5 0 -0.01 -0.006 -1.381e-4 NC NC 311 4 M22 1 0 -0.01 -0.002 1.334e-4 NC NC 312 2 0 -0.012 -0.004 1.47e-4 NC NC 313 3 0 -0.013 -0.004 1.607e-4 NC NC 314 4 0 -0.012 -0.004 1.47e-4 NC NC 315 5 0 -0.01 -0.002 1.334e-4 NC NC 316 4 M40 1 0 -0.015 -0.004 1.798e-6 NC NC 317 2 0 -0.014 -0.003 1.853e-6 NC NC 318 3 0 -0.013 -0.003 1.908e-6 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 33 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 319 4 0 -0.014 -0.003 1.853e-6 NC NC 320 5 0 -0.015 -0.004 1.798e-6 NC NC 321 5 M1 1 -0.008 0 0 -2.474e-4 NC NC 322 2 -0.006 -0.084 0.004 -1.811e-4 4571 NC 323 3 -0.004 0 0 -1.148e-4 NC NC 324 4 -0.002 -0.083 -0.003 -1.67e-4 4631 NC 325 5 0 0 0 -2.191e-4 NC NC 326 5 M2 1 -0.007 0.003 0 -2.518e-4 NC NC 327 2 -0.008 -0.026 -0.003 -2.932e-4 8223 NC 328 3 -0.009 -0.006 0 -3.346e-4 NC NC 329 4 -0.01 -0.017 0.001 -1.09e-4 NC NC 330 5 -0.01 -0.012 0 1.166e-4 NC NC 331 5 M3 1 0 0 0 2.366e-4 NC NC 332 2 -0.001 -0.03 0.001 2.627e-4 8218 NC 333 3 -0.002 -0.01 0 2.887e-4 NC NC 334 4 -0.003 -0.021 0 7.107e-5 NC NC 335 5 -0.003 -0.015 0 -1.466e-4 NC NC 336 5 M7 1 -0.001 -0.011 0 -7.304e-5 NC NC 337 2 -0.001 -0.008 0.006 -9.099e-5 NC NC 338 3 -0.002 -0.005 0.005 -1.089e-4 NC NC 339 4 -0.003 -0.003 0.002 -1.269e-4 NC NC 340 5 -0.003 -0.002 0 -1.448e-4 NC NC 341 5 M8 1 -0.003 0.002 0 -6.06e-5 NC NC 342 2 -0.004 0 0.003 -7.879e-5 NC NC 343 3 -0.005 -0.002 0.005 -9.698e-5 NC NC 344 4 -0.006 -0.005 0.005 -1.152e-4 NC NC 345 5 -0.006 -0.008 0 -1.334e-4 NC NC 346 5 M11 1 -0.006 0 0 0 NC NC 347 2 -0.004 -0.083 0 0 4601 NC 348 3 -0.003 0 0 0 NC NC 349 4 -0.001 -0.083 0 0 4601 NC 350 5 0 0 0 0 NC NC 351 5 M12 1 -0.005 0.003 0 0 NC NC 352 2 -0.006 -0.03 0 0 7301 NC 353 3 -0.007 -0.01 0 0 NC NC 354 4 -0.008 -0.018 0 0 NC NC 355 5 -0.008 -0.01 0 0 NC NC 356 5 M13 1 0 0 0 0 NC NC 357 2 -0.001 -0.033 0 0 7257 NC 358 3 -0.002 -0.013 0 0 NC NC 359 4 -0.002 -0.021 0 0 NC NC 360 5 -0.003 -0.013 0 0 NC NC 361 5 M16 1 -0.008 0 0 2.474e-4 NC NC 362 2 -0.006 -0.084 -0.004 1.811e-4 4571 NC 363 3 -0.004 0 0 1.148e-4 NC NC 364 4 -0.002 -0.083 0.003 1.67e-4 4631 NC 365 5 0 0 0 2.191e-4 NC NC 366 5 M17 1 -0.007 0.003 0 2.518e-4 NC NC 367 2 -0.008 -0.026 0.003 2.932e-4 8223 NC 368 3 -0.009 -0.006 0 3.346e-4 NC NC 369 4 -0.01 -0.017 -0.001 1.09e-4 NC NC 370 5 -0.01 -0.012 0 -1.166e-4 NC NC 371 5 M18 1 0 0 0 -2.366e-4 NC NC 372 2 -0.001 -0.03 -0.001 -2.627e-4 8218 NC 373 3 -0.002 -0.01 0 -2.887e-4 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 34 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 374 4 -0.003 -0.021 0 -7.107e-5 NC NC 375 5 -0.003 -0.015 0 1.466e-4 NC NC 376 5 M19 1 -0.001 -0.011 0 7.304e-5 NC NC 377 2 -0.001 -0.008 -0.006 9.099e-5 NC NC 378 3 -0.002 -0.005 -0.005 1.089e-4 NC NC 379 4 -0.003 -0.003 -0.002 1.269e-4 NC NC 380 5 -0.003 -0.002 0 1.448e-4 NC NC 381 5 M20 1 -0.003 0.002 0 6.06e-5 NC NC 382 2 -0.004 0 -0.003 7.879e-5 NC NC 383 3 -0.005 -0.002 -0.005 9.698e-5 NC NC 384 4 -0.006 -0.005 -0.005 1.152e-4 NC NC 385 5 -0.006 -0.008 0 1.334e-4 NC NC 386 5 M21 1 0 -0.01 -0.006 -1.381e-4 NC NC 387 2 0 -0.012 -0.003 -1.505e-4 NC NC 388 3 0 -0.012 -0.001 -1.63e-4 NC 7853 389 4 0 -0.012 -0.003 -1.505e-4 NC NC 390 5 0 -0.01 -0.006 -1.381e-4 NC NC 391 5 M22 1 0 -0.01 -0.002 1.334e-4 NC NC 392 2 0 -0.012 -0.004 1.47e-4 NC NC 393 3 0 -0.013 -0.004 1.607e-4 NC NC 394 4 0 -0.012 -0.004 1.47e-4 NC NC 395 5 0 -0.01 -0.002 1.334e-4 NC NC 396 5 M40 1 0 -0.015 -0.004 1.798e-6 NC NC 397 2 0 -0.014 -0.003 1.853e-6 NC NC 398 3 0 -0.013 -0.003 1.908e-6 NC NC 399 4 0 -0.014 -0.003 1.853e-6 NC NC 400 5 0 -0.015 -0.004 1.798e-6 NC NC 401 6 M1 1 -0.034 0 0 -1.078e-3 NC NC 402 2 -0.025 -0.086 0.017 -7.892e-4 4475 NC 403 3 -0.017 0 0 -5.004e-4 NC NC 404 4 -0.008 -0.081 -0.015 -7.275e-4 4734 NC 405 5 0 0 0 -9.545e-4 NC NC 406 6 M2 1 -0.03 0.015 0 -1.097e-3 NC NC 407 2 -0.036 -0.115 -0.014 -1.278e-3 1887 NC 408 3 -0.041 -0.027 0 -1.458e-3 NC NC 409 4 -0.042 -0.075 0.004 -4.749e-4 5222 NC 410 5 -0.044 -0.05 0 5.083e-4 NC NC 411 6 M3 1 0 0 0 1.031e-3 NC NC 412 2 -0.005 -0.13 0.004 1.145e-3 1886 NC 413 3 -0.011 -0.043 0 1.258e-3 NC NC 414 4 -0.012 -0.091 -0.001 3.096e-4 5142 NC 415 5 -0.014 -0.065 0 -6.388e-4 NC NC 416 6 M7 1 -0.003 -0.049 0 -3.182e-4 NC NC 417 2 -0.006 -0.034 0.025 -3.965e-4 NC 4359 418 3 -0.009 -0.021 0.023 -4.747e-4 NC 4631 419 4 -0.012 -0.012 0.01 -5.529e-4 NC NC 420 5 -0.015 -0.008 0 -6.311e-4 NC NC 421 6 M8 1 -0.015 0.008 0 -2.64e-4 NC NC 422 2 -0.018 0 0.014 -3.433e-4 NC 7508 423 3 -0.021 -0.009 0.023 -4.226e-4 NC 4692 424 4 -0.025 -0.02 0.02 -5.018e-4 NC 5362 425 5 -0.028 -0.034 0 -5.811e-4 NC NC 426 6 M11 1 -0.025 0 0 0 NC NC 427 2 -0.019 -0.083 0 0 4601 NC 428 3 -0.013 0 0 0 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 35 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 429 4 -0.006 -0.083 0 0 4601 NC 430 5 0 0 0 0 NC NC 431 6 M12 1 -0.022 0.011 0 0 NC NC 432 2 -0.026 -0.131 0 0 1675 NC 433 3 -0.03 -0.046 0 0 7491 NC 434 4 -0.033 -0.08 0 0 4369 NC 435 5 -0.037 -0.045 0 0 NC NC 436 6 M13 1 0 0 0 0 NC NC 437 2 -0.004 -0.143 0 0 1665 NC 438 3 -0.007 -0.058 0 0 7239 NC 439 4 -0.01 -0.092 0 0 4294 NC 440 5 -0.014 -0.057 0 0 NC NC 441 6 M16 1 -0.034 0 0 1.078e-3 NC NC 442 2 -0.025 -0.086 -0.017 7.892e-4 4475 NC 443 3 -0.017 0 0 5.004e-4 NC NC 444 4 -0.008 -0.081 0.015 7.275e-4 4734 NC 445 5 0 0 0 9.545e-4 NC NC 446 6 M17 1 -0.03 0.015 0 1.097e-3 NC NC 447 2 -0.036 -0.115 0.014 1.278e-3 1887 NC 448 3 -0.041 -0.027 0 1.458e-3 NC NC 449 4 -0.042 -0.075 -0.004 4.749e-4 5222 NC 450 5 -0.044 -0.05 0 -5.083e-4 NC NC 451 6 M18 1 0 0 0 -1.031e-3 NC NC 452 2 -0.005 -0.13 -0.004 -1.145e-3 1886 NC 453 3 -0.011 -0.043 0 -1.258e-3 NC NC 454 4 -0.012 -0.091 0.001 -3.096e-4 5142 NC 455 5 -0.014 -0.065 0 6.388e-4 NC NC 456 6 M19 1 -0.003 -0.049 0 3.182e-4 NC NC 457 2 -0.006 -0.034 -0.025 3.965e-4 NC 4359 458 3 -0.009 -0.021 -0.023 4.747e-4 NC 4631 459 4 -0.012 -0.012 -0.01 5.529e-4 NC NC 460 5 -0.015 -0.008 0 6.311e-4 NC NC 461 6 M20 1 -0.015 0.008 0 2.64e-4 NC NC 462 2 -0.018 0 -0.014 3.433e-4 NC 7508 463 3 -0.021 -0.009 -0.023 4.226e-4 NC 4692 464 4 -0.025 -0.02 -0.02 5.018e-4 NC 5362 465 5 -0.028 -0.034 0 5.811e-4 NC NC 466 6 M21 1 0 -0.043 -0.024 -6.014e-4 NC NC 467 2 0 -0.05 -0.013 -6.558e-4 4106 2800 468 3 0 -0.054 -0.006 -7.103e-4 2755 1802 469 4 0 -0.05 -0.013 -6.558e-4 4106 2800 470 5 0 -0.043 -0.024 -6.014e-4 NC NC 471 6 M22 1 0 -0.043 -0.01 5.813e-4 NC NC 472 2 0 -0.051 -0.016 6.407e-4 3955 4887 473 3 0 -0.055 -0.02 7.001e-4 2651 3178 474 4 0 -0.051 -0.016 6.407e-4 3955 4887 475 5 0 -0.043 -0.01 5.813e-4 NC NC 476 6 M40 1 0 -0.065 -0.017 7.786e-6 NC NC 477 2 0 -0.059 -0.015 8.043e-6 6156 NC 478 3 0 -0.057 -0.013 8.299e-6 4086 8275 479 4 0 -0.059 -0.015 8.043e-6 6156 NC 480 5 0 -0.065 -0.017 7.786e-6 NC NC 481 7 M1 1 -0.027 0 0 -8.703e-4 NC NC 482 2 -0.021 -0.085 0.014 -6.372e-4 4499 NC 483 3 -0.014 0 0 -4.04e-4 NC NC Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 36 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 484 4 -0.007 -0.082 -0.012 -5.873e-4 4708 NC 485 5 0 0 0 -7.707e-4 NC NC 486 7 M2 1 -0.024 0.012 0 -8.858e-4 NC NC 487 2 -0.029 -0.093 -0.011 -1.031e-3 2337 NC 488 3 -0.033 -0.022 0 -1.177e-3 NC NC 489 4 -0.034 -0.061 0.003 -3.834e-4 6467 NC 490 5 -0.035 -0.041 0 4.104e-4 NC NC 491 7 M3 1 0 0 0 8.324e-4 NC NC 492 2 -0.004 -0.105 0.003 9.241e-4 2336 NC 493 3 -0.009 -0.034 0 1.016e-3 NC NC 494 4 -0.01 -0.073 -0.001 2.5e-4 6369 NC 495 5 -0.011 -0.053 0 -5.157e-4 NC NC 496 7 M7 1 -0.002 -0.039 0 -2.569e-4 NC NC 497 2 -0.005 -0.027 0.02 -3.201e-4 NC 5398 498 3 -0.007 -0.017 0.019 -3.832e-4 NC 5736 499 4 -0.01 -0.01 0.008 -4.464e-4 NC NC 500 5 -0.012 -0.006 0 -5.095e-4 NC NC 501 7 M8 1 -0.012 0.006 0 -2.132e-4 NC NC 502 2 -0.015 0 0.012 -2.772e-4 NC 9299 503 3 -0.017 -0.008 0.018 -3.412e-4 NC 5812 504 4 -0.02 -0.016 0.016 -4.052e-4 NC 6642 505 5 -0.022 -0.028 0 -4.692e-4 NC NC 506 7 M11 1 -0.02 0 0 0 NC NC 507 2 -0.015 -0.083 0 0 4601 NC 508 3 -0.01 0 0 0 NC NC 509 4 -0.005 -0.083 0 0 4601 NC 510 5 0 0 0 0 NC NC 511 7 M12 1 -0.018 0.009 0 0 NC NC 512 2 -0.021 -0.106 0 0 2075 NC 513 3 -0.024 -0.037 0 0 9278 NC 514 4 -0.027 -0.065 0 0 5411 NC 515 5 -0.03 -0.036 0 0 NC NC 516 7 M13 1 0 0 0 0 NC NC 517 2 -0.003 -0.115 0 0 2063 NC 518 3 -0.006 -0.047 0 0 8967 NC 519 4 -0.008 -0.075 0 0 5318 NC 520 5 -0.011 -0.046 0 0 NC NC 521 7 M16 1 -0.027 0 0 8.703e-4 NC NC 522 2 -0.021 -0.085 -0.014 6.372e-4 4499 NC 523 3 -0.014 0 0 4.04e-4 NC NC 524 4 -0.007 -0.082 0.012 5.873e-4 4708 NC 525 5 0 0 0 7.707e-4 NC NC 526 7 M17 1 -0.024 0.012 0 8.858e-4 NC NC 527 2 -0.029 -0.093 0.011 1.031e-3 2337 NC 528 3 -0.033 -0.022 0 1.177e-3 NC NC 529 4 -0.034 -0.061 -0.003 3.834e-4 6467 NC 530 5 -0.035 -0.041 0 -4.104e-4 NC NC 531 7 M18 1 0 0 0 -8.324e-4 NC NC 532 2 -0.004 -0.105 -0.003 -9.241e-4 2336 NC 533 3 -0.009 -0.034 0 -1.016e-3 NC NC 534 4 -0.01 -0.073 0.001 -2.5e-4 6369 NC 535 5 -0.011 -0.053 0 5.157e-4 NC NC 536 7 M19 1 -0.002 -0.039 0 2.569e-4 NC NC 537 2 -0.005 -0.027 -0.02 3.201e-4 NC 5398 538 3 -0.007 -0.017 -0.019 3.832e-4 NC 5736 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 37 Member Section Deflections - Service (Continued) LC Member Label Sec x [in]y [in]z [in]x Rotate[rad](n) L/y' Ratio (n) L/z' Ratio 539 4 -0.01 -0.01 -0.008 4.464e-4 NC NC 540 5 -0.012 -0.006 0 5.095e-4 NC NC 541 7 M20 1 -0.012 0.006 0 2.132e-4 NC NC 542 2 -0.015 0 -0.012 2.772e-4 NC 9299 543 3 -0.017 -0.008 -0.018 3.412e-4 NC 5812 544 4 -0.02 -0.016 -0.016 4.052e-4 NC 6642 545 5 -0.022 -0.028 0 4.692e-4 NC NC 546 7 M21 1 0 -0.034 -0.02 -4.855e-4 NC NC 547 2 0 -0.041 -0.01 -5.295e-4 5085 3468 548 3 0 -0.044 -0.005 -5.735e-4 3412 2232 549 4 0 -0.041 -0.01 -5.295e-4 5085 3468 550 5 0 -0.034 -0.02 -4.855e-4 NC NC 551 7 M22 1 0 -0.035 -0.008 4.694e-4 NC NC 552 2 0 -0.041 -0.013 5.173e-4 4898 6053 553 3 0 -0.044 -0.016 5.652e-4 3284 3936 554 4 0 -0.041 -0.013 5.173e-4 4898 6053 555 5 0 -0.035 -0.008 4.694e-4 NC NC 556 7 M40 1 0 -0.052 -0.014 6.289e-6 NC NC 557 2 0 -0.048 -0.012 6.495e-6 7624 NC 558 3 0 -0.046 -0.01 6.701e-6 5061 NC 559 4 0 -0.048 -0.012 6.495e-6 7624 NC 560 5 0 -0.052 -0.014 6.289e-6 NC NC AWC NDS-15: ASD Member Wood Code Checks LC Member Shape UC MaxLoc[ft]Shear UC Loc[ft]Dir Fc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi]RB CL CP Eqn 1 1 M1 2X6 0.211 16 0.054 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 2 1 M2 2X6 0.129 8.944 0.091 8.944 y 1.015 0.878 1.423 1.719 0.18 16.1980.9520.6153.9-3 3 1 M3 2X6 0.125 8.944 0.091 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 4 1 M7 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.6.3 5 1 M8 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.65 0.18 12.9210.9760.2693.6.3 6 1 M11 2X6 0.199 16 0.051 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 7 1 M12 2X6 0.117 8.944 0.068 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 8 1 M13 2X6 0.116 8.944 0.068 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 9 1 M16 2X6 0.211 16 0.054 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 10 1 M17 2X6 0.129 8.944 0.091 8.944 y 1.015 0.878 1.423 1.719 0.18 16.1980.9520.6153.9-3 11 1 M18 2X6 0.125 8.944 0.091 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 12 1 M19 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.6.3 13 1 M20 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.65 0.18 12.9210.9760.2693.6.3 14 1 M21 2X6 0.154 1.333 0.073 2.667 y 0.903 0.878 1.29 1.495 0.18 8.844 0.9920.5473.9-3 15 1 M22 2X6 0.136 1.333 0.077 2.667 y 0.903 0.878 1.29 1.495 0.18 8.844 0.9920.5473.9-3 16 1 M40 1.01X5.5FS 0.082 1.333 0.048 2.667 y 0.471 0.878 1.273 1.495 0.18 13.135 0.98 0.2853.9-3 17 2 M1 2X6 0 32 0 32 z 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-3 18 2 M2 2X6 0 17.889 0 17.889 z 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 19 2 M3 2X6 0 17.889 0 17.889 z 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 20 2 M7 2X4 0 8.944 0 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.9-3 21 2 M8 2X4 0 8.944 0 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.9-3 22 2 M11 2X6 0 32 0 32 z 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-3 23 2 M12 2X6 0 17.889 0 17.889 z 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 24 2 M13 2X6 0 17.889 0 17.889 z 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 25 2 M16 2X6 0 32 0 32 z 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-3 26 2 M17 2X6 0 17.889 0 17.889 z 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 27 2 M18 2X6 0 17.889 0 17.889 z 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 28 2 M19 2X4 0 8.944 0 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.9-3 29 2 M20 2X4 0 8.944 0 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.9-3 30 2 M21 2X6 0 2.667 0 2.667 z 0.903 0.878 1.29 1.3 0.18 8.844 0.9920.5473.9-3 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 38 AWC NDS-15: ASD Member Wood Code Checks (Continued) LC Member Shape UC MaxLoc[ft]Shear UC Loc[ft]Dir Fc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi]RB CL CP Eqn 31 2 M22 2X6 0 2.667 0 2.667 z 0.903 0.878 1.29 1.3 0.18 8.844 0.9920.5473.9-3 32 2 M40 1.01X5.5FS 0 2.667 0 2.667 z 0.471 0.878 1.273 1.3 0.18 13.135 0.98 0.2853.9-3 33 3 M1 2X6 0.211 16 0.054 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 34 3 M2 2X6 0.129 8.944 0.091 8.944 y 1.015 0.878 1.423 1.719 0.18 16.1980.9520.6153.9-3 35 3 M3 2X6 0.125 8.944 0.091 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 36 3 M7 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.6.3 37 3 M8 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.65 0.18 12.9210.9760.2693.6.3 38 3 M11 2X6 0.199 16 0.051 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 39 3 M12 2X6 0.117 8.944 0.068 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 40 3 M13 2X6 0.116 8.944 0.068 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 41 3 M16 2X6 0.211 16 0.054 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 42 3 M17 2X6 0.129 8.944 0.091 8.944 y 1.015 0.878 1.423 1.719 0.18 16.1980.9520.6153.9-3 43 3 M18 2X6 0.125 8.944 0.091 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 44 3 M19 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.6.3 45 3 M20 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.65 0.18 12.9210.9760.2693.6.3 46 3 M21 2X6 0.154 1.333 0.073 2.667 y 0.903 0.878 1.29 1.495 0.18 8.844 0.9920.5473.9-3 47 3 M22 2X6 0.136 1.333 0.077 2.667 y 0.903 0.878 1.29 1.495 0.18 8.844 0.9920.5473.9-3 48 3 M40 1.01X5.5FS 0.082 1.333 0.048 2.667 y 0.471 0.878 1.273 1.495 0.18 13.135 0.98 0.2853.9-3 49 4 M1 2X6 0.234 16 0.06 16 y 0.391 0.79 1.342 1.346 0.162 5.416 0.9970.2633.9-1 50 4 M2 2X6 0.142 8.944 0.102 8.944 y 0.972 0.79 1.292 1.547 0.162 16.198 0.96 0.6553.9-3 51 4 M3 2X6 0.138 8.944 0.101 8.944 y 0.972 0.79 1.292 1.346 0.162 16.198 0.96 0.6553.9-3 52 4 M7 2X4 0.099 8.944 0.004 8.944 z 0.46 0.911 1.322 1.35 0.162 12.9210.9790.2963.6.3 53 4 M8 2X4 0.099 8.944 0.004 8.944 z 0.46 0.911 1.322 1.485 0.162 12.9210.9790.2963.6.3 54 4 M11 2X6 0.221 16 0.056 16 y 0.391 0.79 1.342 1.346 0.162 5.416 0.9970.2633.9-1 55 4 M12 2X6 0.129 8.944 0.076 8.944 y 0.972 0.79 1.292 1.346 0.162 16.198 0.96 0.6553.9-3 56 4 M13 2X6 0.128 8.944 0.076 8.944 y 0.972 0.79 1.292 1.346 0.162 16.198 0.96 0.6553.9-3 57 4 M16 2X6 0.234 16 0.06 16 y 0.391 0.79 1.342 1.346 0.162 5.416 0.9970.2633.9-1 58 4 M17 2X6 0.142 8.944 0.102 8.944 y 0.972 0.79 1.292 1.547 0.162 16.198 0.96 0.6553.9-3 59 4 M18 2X6 0.138 8.944 0.101 8.944 y 0.972 0.79 1.292 1.346 0.162 16.198 0.96 0.6553.9-3 60 4 M19 2X4 0.099 8.944 0.004 8.944 z 0.46 0.911 1.322 1.35 0.162 12.9210.9790.2963.6.3 61 4 M20 2X4 0.099 8.944 0.004 8.944 z 0.46 0.911 1.322 1.485 0.162 12.9210.9790.2963.6.3 62 4 M21 2X6 0.171 1.333 0.081 2.667 y 0.873 0.79 1.162 1.346 0.162 8.844 0.9930.5883.9-3 63 4 M22 2X6 0.151 1.333 0.086 2.667 y 0.873 0.79 1.162 1.346 0.162 8.844 0.9930.5883.9-3 64 4 M40 1.01X5.5FS 0.091 1.333 0.053 2.667 y 0.466 0.79 1.149 1.346 0.162 13.1350.9820.3143.9-3 65 5 M1 2X6 0.211 16 0.054 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 66 5 M2 2X6 0.129 8.944 0.091 8.944 y 1.015 0.878 1.423 1.719 0.18 16.1980.9520.6153.9-3 67 5 M3 2X6 0.125 8.944 0.091 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 68 5 M7 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.6.3 69 5 M8 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.65 0.18 12.9210.9760.2693.6.3 70 5 M11 2X6 0.199 16 0.051 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 71 5 M12 2X6 0.117 8.944 0.068 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 72 5 M13 2X6 0.116 8.944 0.068 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 73 5 M16 2X6 0.211 16 0.054 16 y 0.394 0.878 1.49 1.495 0.18 5.416 0.9970.2393.9-1 74 5 M17 2X6 0.129 8.944 0.091 8.944 y 1.015 0.878 1.423 1.719 0.18 16.1980.9520.6153.9-3 75 5 M18 2X6 0.125 8.944 0.091 8.944 y 1.015 0.878 1.423 1.495 0.18 16.1980.9520.6153.9-3 76 5 M19 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.5 0.18 12.9210.9760.2693.6.3 77 5 M20 2X4 0.098 8.944 0.004 8.944 z 0.464 1.013 1.464 1.65 0.18 12.9210.9760.2693.6.3 78 5 M21 2X6 0.154 1.333 0.073 2.667 y 0.903 0.878 1.29 1.495 0.18 8.844 0.9920.5473.9-3 79 5 M22 2X6 0.136 1.333 0.077 2.667 y 0.903 0.878 1.29 1.495 0.18 8.844 0.9920.5473.9-3 80 5 M40 1.01X5.5FS 0.082 1.333 0.048 2.667 y 0.471 0.878 1.273 1.495 0.18 13.135 0.98 0.2853.9-3 81 6 M1 2X6 0.303 16 0.058 16 y 0.398 1.009 1.713 1.977 0.207 5.416 0.996 0.21 3.9-1 82 6 M2 2X6 0.557 8.944 0.346 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 83 6 M3 2X6 0.545 8.944 0.343 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 84 6 M7 2X4 0.423 8.944 0.015 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 85 6 M8 2X4 0.423 8.944 0.014 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 39 AWC NDS-15: ASD Member Wood Code Checks (Continued) LC Member Shape UC MaxLoc[ft]Shear UC Loc[ft]Dir Fc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi]RB CL CP Eqn 86 6 M11 2X6 0.257 16 0.044 16 y 0.398 1.009 1.713 1.719 0.207 5.416 0.996 0.21 3.9-1 87 6 M12 2X6 0.495 8.944 0.258 8.944 y 1.067 1.009 1.613 1.719 0.207 16.1980.9380.5623.9-3 88 6 M13 2X6 0.492 8.944 0.258 8.944 y 1.067 1.009 1.613 1.719 0.207 16.1980.9380.5623.9-3 89 6 M16 2X6 0.303 16 0.058 16 y 0.398 1.009 1.713 1.977 0.207 5.416 0.996 0.21 3.9-1 90 6 M17 2X6 0.557 8.944 0.346 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 91 6 M18 2X6 0.545 8.944 0.343 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 92 6 M19 2X4 0.423 8.944 0.015 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 93 6 M20 2X4 0.423 8.944 0.014 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 94 6 M21 2X6 0.583 1.333 0.277 2.667 y 0.938 1.009 1.481 1.719 0.207 8.844 0.9910.4943.9-3 95 6 M22 2X6 0.515 1.333 0.292 2.667 y 0.938 1.009 1.481 1.719 0.207 8.844 0.9910.4943.9-3 96 6 M40 1.01X5.5FS 0.314 1.333 0.181 2.667 y 0.477 1.009 1.458 1.719 0.207 13.1350.9750.2513.9-3 97 7 M1 2X6 0.273 16 0.055 16 y 0.398 1.009 1.713 1.977 0.207 5.416 0.996 0.21 3.9-1 98 7 M2 2X6 0.437 8.944 0.279 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 99 7 M3 2X6 0.426 8.944 0.277 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 100 7 M7 2X4 0.341 8.944 0.012 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 101 7 M8 2X4 0.341 8.944 0.011 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 102 7 M11 2X6 0.236 16 0.044 16 y 0.398 1.009 1.713 1.719 0.207 5.416 0.996 0.21 3.9-1 103 7 M12 2X6 0.39 8.944 0.208 8.944 y 1.067 1.009 1.613 1.719 0.207 16.1980.9380.5623.9-3 104 7 M13 2X6 0.388 8.944 0.208 8.944 y 1.067 1.009 1.613 1.719 0.207 16.1980.9380.5623.9-3 105 7 M16 2X6 0.273 16 0.055 16 y 0.398 1.009 1.713 1.977 0.207 5.416 0.996 0.21 3.9-1 106 7 M17 2X6 0.437 8.944 0.279 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 107 7 M18 2X6 0.426 8.944 0.277 8.944 y 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 108 7 M19 2X4 0.341 8.944 0.012 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 109 7 M20 2X4 0.341 8.944 0.011 8.944 z 0.469 1.164 1.675 1.898 0.207 12.9210.9710.2373.6.3 110 7 M21 2X6 0.471 1.333 0.224 2.667 y 0.938 1.009 1.481 1.719 0.207 8.844 0.9910.4943.9-3 111 7 M22 2X6 0.416 1.333 0.236 2.667 y 0.938 1.009 1.481 1.719 0.207 8.844 0.9910.4943.9-3 112 7 M40 1.01X5.5FS 0.253 1.333 0.146 2.667 y 0.477 1.009 1.458 1.719 0.207 13.1350.9750.2513.9-3 Envelope Node Reactions Node Label X [k]LC Y [k]LC Z [k]LC MX [k-ft]LC MY [k-ft]LC MZ [k-ft]LC 1 N4 max 0 7 1.032 6 NC NC 0 7 0 7 0 7 2 min 0 1 0 2 NC NC 0 1 0 1 0 1 3 N1 max 0 7 0.864 6 NC NC 0 7 0 7 0 7 4 min 0 1 0 2 NC NC 0 1 0 1 0 1 5 N2 max 0 2 0.88 6 0 6 0 7 0 7 0 7 6 min -0.033 6 0 2 0 2 0 1 0 1 0 1 7 N13 max 0 7 0.704 6 NC NC 0 7 0 7 0 7 8 min 0 1 0 2 NC NC 0 1 0 1 0 1 9 N14 max 0.066 6 0.672 6 0 2 0 7 0 7 0 7 10 min 0 2 0 2 0 6 0 1 0 1 0 1 11 N17 max 0 7 0.1 7 NC NC 0 7 0 7 0 7 12 min 0 1 0 2 NC NC 0 1 0 1 0 1 13 N19 max 0 7 0.864 6 NC NC 0 7 0 7 0 7 14 min 0 1 0 2 NC NC 0 1 0 1 0 1 15 N20 max 0 2 0.88 6 0 2 0 7 0 7 0 7 16 min -0.033 6 0 2 0 6 0 1 0 1 0 1 17 N23 max 0 7 1.032 6 NC NC 0 7 0 7 0 7 18 min 0 1 0 2 NC NC 0 1 0 1 0 1 19 Totals:max 0 6 7.027 6 0 2 20 min 0 2 0 2 0 6 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 40 Envelope Node Reactions - Overstrength or Capacity Limit No Data to Print... Envelope Node Displacements Node Label X [in]LC Y [in]LC Z [in]LC X Rotation [rad]LC Y Rotation [rad]LC Z Rotation [rad]LC 1 N1 max 0 2 0 2 0 7 0 2 0 2 0 2 2 min -0.034 6 0 6 0 1 -1.078e-3 6 -2.972e-4 6 -1.773e-3 6 3 N2 max 0 6 0 2 0 2 0 2 3.964e-4 6 4.216e-3 6 4 min 0 2 0 6 0 6 -9.545e-4 6 0 2 0 2 5 N3 max 0 2 0 2 0 7 6.412e-4 6 0 2 0 2 6 min -0.017 6 -0.065 6 0 1 0 2 -1.459e-4 6 -7.786e-6 6 7 N9 max 0 2 0 2 0 2 0 2 0 2 6.014e-4 6 8 min -0.024 6 -0.043 6 0 6 -9.93e-4 6 -1.274e-3 6 0 2 9 N10 max 0 2 0 2 0 2 0 2 7.569e-4 6 0 2 10 min -0.01 6 -0.043 6 0 6 -1.028e-3 6 0 2 -5.813e-4 6 11 N4 max 0 2 0 2 0 7 0 2 4.104e-4 6 6.42e-5 6 12 min -0.017 6 0 6 0 1 -5.004e-4 6 0 2 0 2 13 N13 max 0 2 0 2 0 7 0 6 0 6 0 2 14 min -0.025 6 0 6 0 1 0 2 0 2 -1.741e-3 1 15 N14 max 0 2 0 2 0 6 0 6 0 2 4.488e-3 6 16 min 0 6 0 6 0 2 0 2 0 6 0 2 17 N15 max 0 2 0 2 0 7 0 2 0 6 0 2 18 min -0.013 6 -0.057 6 0 1 0 6 0 2 -8.299e-6 6 19 N16 max 0 2 0 2 0 6 0 6 0 6 7.103e-4 6 20 min -0.006 6 -0.054 6 0 2 0 2 0 2 0 2 21 N17 max 0 2 0 2 0 7 0 6 0 2 0 2 22 min -0.013 6 0 1 0 1 0 2 0 6 -1.091e-6 1 23 N18 max 0 2 0 2 0 6 0 6 0 2 0 2 24 min -0.02 6 -0.055 6 0 2 0 2 0 6 -7.001e-4 6 25 N19 max 0 2 0 2 0 7 1.078e-3 6 2.972e-4 6 0 2 26 min -0.034 6 0 6 0 1 0 2 0 2 -1.773e-3 6 27 N20 max 0 6 0 2 0 6 9.545e-4 6 0 2 4.216e-3 6 28 min 0 2 0 6 0 2 0 2 -3.964e-4 6 0 2 29 N21 max 0 2 0 2 0 7 0 2 1.459e-4 6 0 2 30 min -0.017 6 -0.065 6 0 1 -6.412e-4 6 0 2 -7.786e-6 6 31 N22 max 0 2 0 2 0 6 9.93e-4 6 1.274e-3 6 6.014e-4 6 32 min -0.024 6 -0.043 6 0 2 0 2 0 2 0 2 33 N23 max 0 2 0 2 0 7 5.004e-4 6 0 2 6.42e-5 6 34 min -0.017 6 0 6 0 1 0 2 -4.104e-4 6 0 2 35 N24 max 0 2 0 2 0 6 1.028e-3 6 0 2 0 2 36 min -0.01 6 -0.043 6 0 2 0 2 -7.569e-4 6 -5.813e-4 6 Envelope Member Section Forces Member Sec Axial[k]LC y Shear[k]LC z Shear[k]LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Moment[k-ft]LC 1 M1 1 max 0 2 0.03 6 0 2 0 2 0 2 0 7 2 min -1.237 6 0 2 0 6 -0.001 6 0 6 0 1 3 2 max 0 2 0 2 0 2 0 2 0 2 0 2 4 min -1.237 6 -0.01 4 0 6 -0.001 6 -0.001 6 -0.082 6 5 3 max 0 2 0.05 6 0 2 0 2 0.001 6 0.163 6 6 min -1.238 6 0 2 0 6 -0.001 6 0 2 0 2 7 4 max 0 2 0.01 6 0 2 0.001 6 0.001 6 0 2 8 min -1.238 6 0 2 0 6 0 2 0 2 -0.08 4 9 5 max 0 2 0 2 0 2 0.001 6 0 7 0 7 10 min -1.238 6 -0.03 4 0 6 0 2 0 1 0 1 11 M2 1 max 1.479 6 0.192 6 0 6 0.001 6 0 7 0 7 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 41 Envelope Member Section Forces (Continued) Member Sec Axial[k]LC y Shear[k]LC z Shear[k]LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Moment[k-ft]LC 12 min 0 2 0 2 0 2 0 2 0 1 0 1 13 2 max 1.357 6 0 2 0 6 0.001 6 0.002 6 0 2 14 min 0 2 -0.052 6 0 2 0 2 0 2 -0.314 6 15 3 max 1.235 6 0 2 0 6 0 2 0 2 0.464 6 16 min 0 2 -0.296 6 0 2 -0.005 6 -0.007 6 0 2 17 4 max 0.415 6 0.019 6 0.002 6 0 2 0 2 0 2 18 min 0 2 0 2 0 2 -0.005 6 -0.001 6 -0.165 6 19 5 max 0.293 6 0 2 0.002 6 0 2 0.006 6 0.297 6 20 min 0 2 -0.225 6 0 2 -0.005 6 0 2 0 2 21 M3 1 max 1.517 6 0.192 6 0 2 0 2 0 6 0 7 22 min 0 2 0 2 0 6 -0.001 6 0 2 0 1 23 2 max 1.395 6 0 2 0 2 0 2 0 2 0 2 24 min 0 2 -0.052 6 0 6 -0.001 6 -0.001 6 -0.314 6 25 3 max 1.273 6 0 2 0 2 0.005 6 0.002 6 0.464 6 26 min 0 2 -0.296 6 0 6 0 2 0 2 0 2 27 4 max 0.422 6 0.018 6 0 2 0.005 6 0 6 0 2 28 min 0 2 0 2 -0.001 6 0 2 0 2 -0.166 6 29 5 max 0.3 6 0 2 0 2 0.005 6 0 2 0.297 6 30 min 0 2 -0.226 6 -0.001 6 0 2 -0.002 6 0 2 31 M7 1 max 1.042 6 0 2 0.001 6 0 6 0 2 0.002 6 32 min 0 2 0 6 0 2 0 2 -0.008 6 0 2 33 2 max 1.042 6 0 2 0.001 6 0 6 0 2 0.003 6 34 min 0 2 0 6 0 2 0 2 -0.005 6 0 2 35 3 max 1.042 6 0 2 0.001 6 0 6 0 2 0.004 6 36 min 0 2 0 6 0 2 0 2 -0.002 6 0 2 37 4 max 1.042 6 0 2 0.001 6 0 6 0.001 6 0.005 6 38 min 0 2 0 6 0 2 0 2 0 2 0 2 39 5 max 1.042 6 0 2 0.001 6 0 6 0.003 6 0.006 6 40 min 0 2 0 6 0 2 0 2 0 2 0 2 41 M8 1 max 1.042 6 0 2 0 2 0 6 0 7 0 7 42 min 0 2 0 6 0 6 0 2 0 1 0 1 43 2 max 1.042 6 0 2 0 2 0 6 0 2 0.001 6 44 min 0 2 0 6 0 6 0 2 -0.001 6 0 2 45 3 max 1.042 6 0 2 0 2 0 6 0 2 0.002 6 46 min 0 2 0 6 0 6 0 2 -0.002 6 0 2 47 4 max 1.042 6 0 2 0 2 0 6 0 2 0.003 6 48 min 0 2 0 6 0 6 0 2 -0.003 6 0 2 49 5 max 1.042 6 0 2 0 2 0 6 0 2 0.004 6 50 min 0 2 0 6 0 6 0 2 -0.004 6 0 2 51 M11 1 max 0 2 0.03 7 0 7 0 7 0 7 0 7 52 min -0.914 6 0 2 0 1 0 1 0 1 0 1 53 2 max 0 2 0 2 0 7 0 7 0 7 0 2 54 min -0.914 6 -0.01 1 0 1 0 1 0 1 -0.08 1 55 3 max 0 2 0 2 0 7 0 7 0 7 0.16 7 56 min -0.914 6 -0.05 1 0 1 0 1 0 1 0 2 57 4 max 0 2 0.01 7 0 7 0 7 0 7 0 2 58 min -0.914 6 0 2 0 1 0 1 0 1 -0.08 1 59 5 max 0 2 0 2 0 7 0 7 0 7 0 7 60 min -0.914 6 -0.03 1 0 1 0 1 0 1 0 1 61 M12 1 max 1.119 6 0.194 6 0 7 0 7 0 7 0 7 62 min 0 2 0 2 0 1 0 1 0 1 0 1 63 2 max 0.997 6 0 2 0 7 0 7 0 2 0 2 64 min 0 2 -0.05 6 0 1 0 1 0 6 -0.324 6 65 3 max 1.023 6 0 2 0 7 0 6 0 2 0.444 6 66 min 0 2 -0.294 6 0 1 0 2 0 6 0 2 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 42 Envelope Member Section Forces (Continued) Member Sec Axial[k]LC y Shear[k]LC z Shear[k]LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Moment[k-ft]LC 67 4 max 0.901 6 0.013 6 0 7 0 6 0 6 0 2 68 min 0 2 0 2 0 1 0 2 0 1 -0.162 6 69 5 max 0.779 6 0 2 0 7 0 6 0 2 0.327 6 70 min 0 2 -0.231 6 0 1 0 2 0 6 0 2 71 M13 1 max 1.046 6 0.195 6 0 7 0 7 0 7 0 7 72 min 0 2 0 2 0 1 0 1 0 1 0 1 73 2 max 0.924 6 0 2 0 7 0 7 0 6 0 2 74 min 0 2 -0.049 6 0 1 0 1 0 1 -0.324 6 75 3 max 1.009 6 0 2 0 7 0 2 0 5 0.443 6 76 min 0 2 -0.293 6 0 1 0 6 0 6 0 2 77 4 max 0.887 6 0.012 6 0 7 0 2 0 7 0 2 78 min 0 2 0 2 0 1 0 6 0 1 -0.163 6 79 5 max 0.765 6 0 2 0 7 0 2 0 6 0.327 6 80 min 0 2 -0.232 6 0 1 0 6 0 1 0 2 81 M16 1 max 0 2 0.03 6 0 6 0.001 6 0 6 0 7 82 min -1.237 6 0 2 0 2 0 2 0 2 0 1 83 2 max 0 2 0 2 0 6 0.001 6 0.001 6 0 2 84 min -1.237 6 -0.01 4 0 2 0 2 0 2 -0.082 6 85 3 max 0 2 0.05 6 0 6 0.001 6 0 2 0.163 6 86 min -1.238 6 0 2 0 2 0 2 -0.001 6 0 2 87 4 max 0 2 0.01 6 0 6 0 2 0 2 0 2 88 min -1.238 6 0 2 0 2 -0.001 6 -0.001 6 -0.08 4 89 5 max 0 2 0 2 0 6 0 2 0 7 0 7 90 min -1.238 6 -0.03 4 0 2 -0.001 6 0 1 0 1 91 M17 1 max 1.479 6 0.192 6 0 2 0 2 0 7 0 7 92 min 0 2 0 2 0 6 -0.001 6 0 1 0 1 93 2 max 1.357 6 0 2 0 2 0 2 0 2 0 2 94 min 0 2 -0.052 6 0 6 -0.001 6 -0.002 6 -0.314 6 95 3 max 1.235 6 0 2 0 2 0.005 6 0.007 6 0.464 6 96 min 0 2 -0.296 6 0 6 0 2 0 2 0 2 97 4 max 0.415 6 0.019 6 0 2 0.005 6 0.001 6 0 2 98 min 0 2 0 2 -0.002 6 0 2 0 2 -0.165 6 99 5 max 0.293 6 0 2 0 2 0.005 6 0 2 0.297 6 100 min 0 2 -0.225 6 -0.002 6 0 2 -0.006 6 0 2 101 M18 1 max 1.517 6 0.192 6 0 6 0.001 6 0 2 0 7 102 min 0 2 0 2 0 2 0 2 0 6 0 1 103 2 max 1.395 6 0 2 0 6 0.001 6 0.001 6 0 2 104 min 0 2 -0.052 6 0 2 0 2 0 2 -0.314 6 105 3 max 1.273 6 0 2 0 6 0 2 0 2 0.464 6 106 min 0 2 -0.296 6 0 2 -0.005 6 -0.002 6 0 2 107 4 max 0.422 6 0.018 6 0.001 6 0 2 0 2 0 2 108 min 0 2 0 2 0 2 -0.005 6 0 6 -0.166 6 109 5 max 0.3 6 0 2 0.001 6 0 2 0.002 6 0.297 6 110 min 0 2 -0.226 6 0 2 -0.005 6 0 2 0 2 111 M19 1 max 1.042 6 0 2 0 2 0 2 0.008 6 0.002 6 112 min 0 2 0 6 -0.001 6 0 6 0 2 0 2 113 2 max 1.042 6 0 2 0 2 0 2 0.005 6 0.003 6 114 min 0 2 0 6 -0.001 6 0 6 0 2 0 2 115 3 max 1.042 6 0 2 0 2 0 2 0.002 6 0.004 6 116 min 0 2 0 6 -0.001 6 0 6 0 2 0 2 117 4 max 1.042 6 0 2 0 2 0 2 0 2 0.005 6 118 min 0 2 0 6 -0.001 6 0 6 -0.001 6 0 2 119 5 max 1.042 6 0 2 0 2 0 2 0 2 0.006 6 120 min 0 2 0 6 -0.001 6 0 6 -0.003 6 0 2 121 M20 1 max 1.042 6 0 2 0 6 0 2 0 7 0 7 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 43 Envelope Member Section Forces (Continued) Member Sec Axial[k]LC y Shear[k]LC z Shear[k]LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Moment[k-ft]LC 122 min 0 2 0 6 0 2 0 6 0 1 0 1 123 2 max 1.042 6 0 2 0 6 0 2 0.001 6 0.001 6 124 min 0 2 0 6 0 2 0 6 0 2 0 2 125 3 max 1.042 6 0 2 0 6 0 2 0.002 6 0.002 6 126 min 0 2 0 6 0 2 0 6 0 2 0 2 127 4 max 1.042 6 0 2 0 6 0 2 0.003 6 0.003 6 128 min 0 2 0 6 0 2 0 6 0 2 0 2 129 5 max 1.042 6 0 2 0 6 0 2 0.004 6 0.004 6 130 min 0 2 0 6 0 2 0 6 0 2 0 2 131 M21 1 max 0.002 6 0.279 6 0 2 0.002 6 0.02 6 0.003 6 132 min 0 2 0 2 -0.057 6 0 2 0 2 0 2 133 2 max 0.002 6 0.279 6 0 2 0.002 6 0 2 0 2 134 min 0 2 0 2 -0.057 6 0 2 -0.017 6 -0.183 6 135 3 max 0.002 6 0 2 0.057 6 0 2 0 2 0 2 136 min 0 2 -0.279 6 0 2 -0.002 6 -0.055 6 -0.369 6 137 4 max 0.002 6 0 2 0.057 6 0 2 0 2 0 2 138 min 0 2 -0.279 6 0 2 -0.002 6 -0.017 6 -0.183 6 139 5 max 0.002 6 0 2 0.057 6 0 2 0.02 6 0.003 6 140 min 0 2 -0.279 6 0 2 -0.002 6 0 2 0 2 141 M22 1 max 0.001 6 0.292 6 0.03 6 0 2 0 2 0.006 6 142 min 0 2 0 2 0 2 -0.002 6 -0.01 6 0 2 143 2 max 0.001 6 0.292 6 0.03 6 0 2 0.01 6 0 2 144 min 0 2 0 2 0 2 -0.002 6 0 2 -0.189 6 145 3 max 0.001 6 0 2 0 2 0.002 6 0.03 6 0 2 146 min 0 2 -0.292 6 -0.03 6 0 2 0 2 -0.384 6 147 4 max 0.001 6 0 2 0 2 0.002 6 0.01 6 0 2 148 min 0 2 -0.292 6 -0.03 6 0 2 0 2 -0.189 6 149 5 max 0.001 6 0 2 0 2 0.002 6 0 2 0.006 6 150 min 0 2 -0.292 6 -0.03 6 0 2 -0.01 6 0 2 151 M40 1 max 0 7 0 2 0 2 0 2 0.004 6 0 2 152 min 0 1 -0.138 6 -0.006 6 0 6 0 2 -0.013 6 153 2 max 0 7 0 2 0 2 0 2 0 2 0.08 6 154 min 0 1 -0.138 6 -0.006 6 0 6 -0.001 6 0 2 155 3 max 0 7 0.138 6 0.006 6 0 2 0 2 0.172 6 156 min 0 1 0 2 0 2 0 6 -0.005 6 0 2 157 4 max 0 7 0.138 6 0.006 6 0 6 0 2 0.08 6 158 min 0 1 0 2 0 2 0 2 -0.001 6 0 2 159 5 max 0 7 0.138 6 0.006 6 0 6 0.004 6 0 2 160 min 0 1 0 2 0 2 0 2 0 2 -0.013 6 Envelope Maximum Member Section Forces Member Axial[k]Loc[ft]LCy Shear[k]Loc[ft]LCz Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LCy-y Moment[k-ft]Loc[ft]LCz-z Moment[k-ft]Loc[ft]LC 1 M1 max 0 32 2 0.05 16 6 0 32 2 0.001 32 6 0.001 16 6 0.163 16 6 2 min -1.238 16 6 -0.048 15.667 4 0 16 6 -0.001 0 6 -0.001 15.667 6 -0.091 6 6 3 M2 max 1.479 0 6 0.253 9.131 6 0.002 17.889 6 0.001 8.758 6 0.006 17.889 6 0.464 8.944 6 4 min 0 0 2 -0.296 8.944 6 0 0 2 -0.005 8.944 6 -0.007 8.944 6 -0.338 3.54 6 5 M3 max 1.517 0 6 0.252 9.131 6 0 17.889 2 0.005 17.889 6 0.002 8.944 6 0.464 8.944 6 6 min 0 0 2 -0.296 8.944 6 -0.001 9.131 6 -0.001 0 6 -0.002 17.889 6 -0.338 3.54 6 7 M7 max 1.042 8.944 6 0 8.944 2 0.001 8.944 6 0 8.944 6 0.003 8.944 6 0.006 8.944 6 8 min 0 0 2 0 0 6 0 0 2 0 0 2 -0.008 0 6 0 0 2 9 M8 max 1.042 8.944 6 0 8.944 2 0 8.944 2 0 8.944 6 0 8.944 2 0.004 8.944 6 10 min 0 0 2 0 0 6 0 0 6 0 0 2 -0.004 8.944 6 0 0 1 11 M11 max 0 32 2 0.048 16.333 7 0 32 7 0 32 7 0 32 7 0.16 16 7 12 min -0.914 0 6 -0.05 16 1 0 0 1 0 0 1 0 0 1 -0.09 6 1 13 M12 max 1.119 0 6 0.246 9.131 6 0 17.889 7 0 17.889 6 0 9.131 6 0.444 8.944 6 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 44 Envelope Maximum Member Section Forces (Continued) Member Axial[k]Loc[ft]LCy Shear[k]Loc[ft]LCz Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LCy-y Moment[k-ft]Loc[ft]LCz-z Moment[k-ft]Loc[ft]LC 14 min 0 0 2 -0.294 8.944 6 0 0 1 0 0 1 0 8.944 6 -0.346 3.54 6 15 M13 max 1.046 0 6 0.246 9.131 6 0 17.889 7 0 17.889 2 0 8.758 6 0.443 8.944 6 16 min 0 0 2 -0.293 8.944 6 0 0 1 0 8.944 6 0 8.944 6 -0.347 3.54 6 17 M16 max 0 32 2 0.05 16 6 0 32 6 0.001 16 6 0.001 15.667 6 0.163 16 6 18 min -1.238 16 6 -0.048 15.667 4 0 0 2 -0.001 16.333 6 -0.001 16 6 -0.091 6 6 19 M17 max 1.479 0 6 0.253 9.131 6 0 17.889 2 0.005 17.889 6 0.007 8.944 6 0.464 8.944 6 20 min 0 0 2 -0.296 8.944 6 -0.002 9.131 6 -0.001 0 6 -0.006 17.889 6 -0.338 3.54 6 21 M18 max 1.517 0 6 0.252 9.131 6 0.001 17.889 6 0.001 8.758 6 0.002 17.889 6 0.464 8.944 6 22 min 0 0 2 -0.296 8.944 6 0 0 2 -0.005 8.944 6 -0.002 8.944 6 -0.338 3.54 6 23 M19 max 1.042 8.944 6 0 8.944 2 0 8.944 2 0 8.944 2 0.008 0 6 0.006 8.944 6 24 min 0 0 2 0 0 6 -0.001 0 6 0 0 6 -0.003 8.944 6 0 0 2 25 M20 max 1.042 8.944 6 0 8.944 2 0 8.944 6 0 8.944 2 0.004 8.944 6 0.004 8.944 6 26 min 0 0 2 0 0 6 0 0 2 0 0 6 0 0 1 0 0 1 27 M21 max 0.002 1.333 6 0.279 1.306 6 0.057 2.667 6 0.002 1.306 6 0.02 2.667 6 0.003 0 6 28 min 0 0 2 -0.279 1.333 6 -0.057 0 6 -0.002 1.333 6 -0.055 1.333 6 -0.369 1.333 6 29 M22 max 0.001 1.333 6 0.292 1.306 6 0.03 1.306 6 0.002 2.667 6 0.03 1.333 6 0.006 0 6 30 min 0 0 2 -0.292 1.333 6 -0.03 1.333 6 -0.002 0 6 -0.01 2.667 6 -0.384 1.333 6 31 M40 max 0 2.667 7 0.138 2.667 6 0.006 2.667 6 0 2.667 6 0.004 2.667 6 0.172 1.333 6 32 min 0 0 1 -0.138 0 6 -0.006 0 6 0 0 6 -0.005 1.333 6 -0.013 2.667 6 Envelope Member End Reactions Member Member End Axial[k]LC y Shear[k]LC z Shear[k]LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Moment[k-ft]LC 1 M1 I max 0 2 0.03 6 0 2 0 2 0 2 0 7 2 min -1.237 6 0 2 0 6 -0.001 6 0 6 0 1 3 J max 0 2 0 2 0 2 0.001 6 0 7 0 7 4 min -1.238 6 -0.03 4 0 6 0 2 0 1 0 1 5 M2 I max 1.479 6 0.192 6 0 6 0.001 6 0 7 0 7 6 min 0 2 0 2 0 2 0 2 0 1 0 1 7 J max 0.293 6 0 2 0.002 6 0 2 0.006 6 0.297 6 8 min 0 2 -0.225 6 0 2 -0.005 6 0 2 0 2 9 M3 I max 1.517 6 0.192 6 0 2 0 2 0 6 0 7 10 min 0 2 0 2 0 6 -0.001 6 0 2 0 1 11 J max 0.3 6 0 2 0 2 0.005 6 0 2 0.297 6 12 min 0 2 -0.226 6 -0.001 6 0 2 -0.002 6 0 2 13 M7 I max 1.042 6 0 2 0.001 6 0 6 0 2 0.002 6 14 min 0 2 0 6 0 2 0 2 -0.008 6 0 2 15 J max 1.042 6 0 2 0.001 6 0 6 0.003 6 0.006 6 16 min 0 2 0 6 0 2 0 2 0 2 0 2 17 M8 I max 1.042 6 0 2 0 2 0 6 0 7 0 7 18 min 0 2 0 6 0 6 0 2 0 1 0 1 19 J max 1.042 6 0 2 0 2 0 6 0 2 0.004 6 20 min 0 2 0 6 0 6 0 2 -0.004 6 0 2 21 M11 I max 0 2 0.03 7 0 7 0 7 0 7 0 7 22 min -0.914 6 0 2 0 1 0 1 0 1 0 1 23 J max 0 2 0 2 0 7 0 7 0 7 0 7 24 min -0.914 6 -0.03 1 0 1 0 1 0 1 0 1 25 M12 I max 1.119 6 0.194 6 0 7 0 7 0 7 0 7 26 min 0 2 0 2 0 1 0 1 0 1 0 1 27 J max 0.779 6 0 2 0 7 0 6 0 2 0.327 6 28 min 0 2 -0.231 6 0 1 0 2 0 6 0 2 29 M13 I max 1.046 6 0.195 6 0 7 0 7 0 7 0 7 30 min 0 2 0 2 0 1 0 1 0 1 0 1 31 J max 0.765 6 0 2 0 7 0 2 0 6 0.327 6 32 min 0 2 -0.232 6 0 1 0 6 0 1 0 2 33 M16 I max 0 2 0.03 6 0 6 0.001 6 0 6 0 7 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 45 Envelope Member End Reactions (Continued) Member Member End Axial[k]LC y Shear[k]LC z Shear[k]LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Moment[k-ft]LC 34 min -1.237 6 0 2 0 2 0 2 0 2 0 1 35 J max 0 2 0 2 0 6 0 2 0 7 0 7 36 min -1.238 6 -0.03 4 0 2 -0.001 6 0 1 0 1 37 M17 I max 1.479 6 0.192 6 0 2 0 2 0 7 0 7 38 min 0 2 0 2 0 6 -0.001 6 0 1 0 1 39 J max 0.293 6 0 2 0 2 0.005 6 0 2 0.297 6 40 min 0 2 -0.225 6 -0.002 6 0 2 -0.006 6 0 2 41 M18 I max 1.517 6 0.192 6 0 6 0.001 6 0 2 0 7 42 min 0 2 0 2 0 2 0 2 0 6 0 1 43 J max 0.3 6 0 2 0.001 6 0 2 0.002 6 0.297 6 44 min 0 2 -0.226 6 0 2 -0.005 6 0 2 0 2 45 M19 I max 1.042 6 0 2 0 2 0 2 0.008 6 0.002 6 46 min 0 2 0 6 -0.001 6 0 6 0 2 0 2 47 J max 1.042 6 0 2 0 2 0 2 0 2 0.006 6 48 min 0 2 0 6 -0.001 6 0 6 -0.003 6 0 2 49 M20 I max 1.042 6 0 2 0 6 0 2 0 7 0 7 50 min 0 2 0 6 0 2 0 6 0 1 0 1 51 J max 1.042 6 0 2 0 6 0 2 0.004 6 0.004 6 52 min 0 2 0 6 0 2 0 6 0 2 0 2 53 M21 I max 0.002 6 0.279 6 0 2 0.002 6 0.02 6 0.003 6 54 min 0 2 0 2 -0.057 6 0 2 0 2 0 2 55 J max 0.002 6 0 2 0.057 6 0 2 0.02 6 0.003 6 56 min 0 2 -0.279 6 0 2 -0.002 6 0 2 0 2 57 M22 I max 0.001 6 0.292 6 0.03 6 0 2 0 2 0.006 6 58 min 0 2 0 2 0 2 -0.002 6 -0.01 6 0 2 59 J max 0.001 6 0 2 0 2 0.002 6 0 2 0.006 6 60 min 0 2 -0.292 6 -0.03 6 0 2 -0.01 6 0 2 61 M40 I max 0 7 0 2 0 2 0 2 0.004 6 0 2 62 min 0 1 -0.138 6 -0.006 6 0 6 0 2 -0.013 6 63 J max 0 7 0.138 6 0.006 6 0 6 0.004 6 0 2 64 min 0 1 0 2 0 2 0 2 0 2 -0.013 6 Envelope Member 2nd/1st Moment Ratios Member y-y Moment [k-ft]2nd/1st Ratio Loc [ft]LC z-z Moment [k-ft]2nd/1st Ratio Loc [ft]LC 1 M1 max 0 1 16 3 0.161 1 16 3 2 min 0 1 16 1 0.161 1 16 1 3 M2 max -0.002 1 8.944 3 0.107 1 8.944 3 4 min -0.002 1 8.944 1 0.107 1 8.944 1 5 M3 max 0.001 1 8.944 3 0.107 1 8.944 3 6 min 0.001 1 8.944 1 0.107 1 8.944 1 7 M7 max -0.002 1 0 3 0.001 1 8.944 3 8 min -0.002 1 0 1 0.001 1 8.944 1 9 M8 max -0.001 1 8.944 3 0.001 0.999 8.944 3 10 min -0.001 1 8.944 1 0.001 0.999 8.944 1 11 M11 max NC NC 0.16 1 16 3 12 min NC NC 0.16 1 16 1 13 M12 max NC NC 0.102 1 8.944 3 14 min NC NC 0.102 1 8.944 1 15 M13 max NC NC 0.102 1 8.944 3 16 min NC NC 0.102 1 8.944 1 17 M16 max 0 1 16 3 0.161 1 16 3 18 min 0 1 16 1 0.161 1 16 1 19 M17 max 0.002 1 8.944 3 0.107 1 8.944 3 20 min 0.002 1 8.944 1 0.107 1 8.944 1 21 M18 max -0.001 1 8.944 3 0.107 1 8.944 3 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 46 Envelope Member 2nd/1st Moment Ratios (Continued) Member y-y Moment [k-ft]2nd/1st Ratio Loc [ft]LC z-z Moment [k-ft]2nd/1st Ratio Loc [ft]LC 22 min -0.001 1 8.944 1 0.107 1 8.944 1 23 M19 max 0.002 1 0 3 0.001 1 8.944 3 24 min 0.002 1 0 1 0.001 1 8.944 1 25 M20 max 0.001 1 8.944 3 0.001 0.999 8.944 3 26 min 0.001 1 8.944 1 0.001 0.999 8.944 1 27 M21 max -0.013 1 1.333 3 -0.085 1 1.333 3 28 min -0.013 1 1.333 1 -0.085 1 1.333 1 29 M22 max 0.007 1 1.333 3 -0.088 1 1.333 3 30 min 0.007 1 1.333 1 -0.088 1 1.333 1 31 M40 max -0.001 1 1.333 3 0.039 1 1.333 3 32 min -0.001 1 1.333 1 0.039 1 1.333 1 Envelope Member Section Deflections - Service Member Sec x [in]LC y [in]LC z [in]LC x Rotate [rad]LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1 M1 1 max 0 2 0 7 0 7 0 2 NC 7 NC 7 2 min -0.034 6 0 1 0 1 -0.001 6 NC 1 NC 1 3 2 max 0 2 0 2 0.017 6 0 2 NC 2 NC 7 4 min -0.025 6 -0.086 6 0 2 -0.001 6 4475.339 6 NC 1 5 3 max 0 2 0 7 0 7 0 2 NC 7 NC 7 6 min -0.017 6 0 1 0 1 -0.001 6 NC 1 NC 1 7 4 max 0 2 0 2 0 2 0 2 NC 2 NC 7 8 min -0.008 6 -0.083 4 -0.015 6 -0.001 6 4631.614 4 NC 1 9 5 max 0 7 0 7 0 7 0 2 NC 7 NC 7 10 min 0 1 0 1 0 1 -0.001 6 NC 1 NC 1 11 M2 1 max 0 2 0.015 6 0 7 0 2 NC 7 NC 7 12 min -0.03 6 0 2 0 1 -0.001 6 NC 1 NC 1 13 2 max 0 2 0 2 0 2 0 2 NC 2 NC 7 14 min -0.036 6 -0.115 6 -0.014 6 -0.001 6 1887.395 6 NC 1 15 3 max 0 2 0 2 0 2 0 2 NC 7 NC 7 16 min -0.041 6 -0.027 6 0 6 -0.001 6 NC 1 NC 1 17 4 max 0 2 0 2 0.004 6 0 2 NC 5 NC 7 18 min -0.042 6 -0.075 6 0 2 0 6 5221.976 6 NC 1 19 5 max 0 2 0 2 0 7 0.001 6 NC 7 NC 7 20 min -0.044 6 -0.05 6 0 1 0 2 NC 1 NC 1 21 M3 1 max 0 7 0 7 0 7 0.001 6 NC 7 NC 7 22 min 0 1 0 1 0 1 0 2 NC 1 NC 1 23 2 max 0 2 0 2 0.004 6 0.001 6 NC 2 NC 7 24 min -0.005 6 -0.13 6 0 2 0 2 1886.3 6 NC 1 25 3 max 0 2 0 2 0 6 0.001 6 NC 7 NC 7 26 min -0.011 6 -0.043 6 0 2 0 2 NC 1 NC 1 27 4 max 0 2 0 2 0 2 0 6 NC 5 NC 7 28 min -0.012 6 -0.091 6 -0.001 6 0 2 5142.465 6 NC 1 29 5 max 0 2 0 2 0 7 0 2 NC 7 NC 7 30 min -0.014 6 -0.065 6 0 1 -0.001 6 NC 1 NC 1 31 M7 1 max 0 2 0 2 0 2 0 2 NC 7 NC 7 32 min -0.003 6 -0.049 6 0 6 0 6 NC 1 NC 1 33 2 max 0 2 0 2 0.025 6 0 2 NC 7 NC 5 34 min -0.006 6 -0.034 6 0 2 0 6 NC 1 4358.931 6 35 3 max 0 2 0 2 0.023 6 0 2 NC 7 NC 5 36 min -0.009 6 -0.021 6 0 2 0 6 NC 1 4631.691 6 37 4 max 0 2 0 2 0.01 6 0 2 NC 7 NC 7 38 min -0.012 6 -0.012 6 0 2 -0.001 6 NC 1 NC 1 39 5 max 0 2 0 2 0 7 0 2 NC 7 NC 7 40 min -0.015 6 -0.008 6 0 1 -0.001 6 NC 1 NC 1 41 M8 1 max 0 2 0.008 6 0 7 0 2 NC 7 NC 7 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 47 Envelope Member Section Deflections - Service (Continued) Member Sec x [in]LC y [in]LC z [in]LC x Rotate [rad]LC (n) L/y' Ratio LC (n) L/z' Ratio LC 42 min -0.015 6 0 2 0 1 0 6 NC 1 NC 1 43 2 max 0 2 0 2 0.014 6 0 2 NC 7 NC 5 44 min -0.018 6 0 6 0 2 0 6 NC 1 7507.937 6 45 3 max 0 2 0 2 0.023 6 0 2 NC 7 NC 5 46 min -0.021 6 -0.009 6 0 2 0 6 NC 1 4692.461 6 47 4 max 0 2 0 2 0.02 6 0 2 NC 7 NC 5 48 min -0.025 6 -0.02 6 0 2 -0.001 6 NC 1 5362.812 6 49 5 max 0 2 0 2 0 2 0 2 NC 7 NC 7 50 min -0.028 6 -0.034 6 0 6 -0.001 6 NC 1 NC 1 51 M11 1 max 0 2 0 7 0 7 0 7 NC 7 NC 7 52 min -0.025 6 0 1 0 1 0 1 NC 1 NC 1 53 2 max 0 2 0 2 0 7 0 7 NC 2 NC 7 54 min -0.019 6 -0.083 1 0 1 0 1 4601.31 1 NC 1 55 3 max 0 2 0 7 0 7 0 7 NC 7 NC 7 56 min -0.013 6 0 1 0 1 0 1 NC 1 NC 1 57 4 max 0 2 0 2 0 7 0 7 NC 2 NC 7 58 min -0.006 6 -0.083 1 0 1 0 1 4601.31 1 NC 1 59 5 max 0 7 0 7 0 7 0 7 NC 7 NC 7 60 min 0 1 0 1 0 1 0 1 NC 1 NC 1 61 M12 1 max 0 2 0.011 6 0 7 0 7 NC 7 NC 7 62 min -0.022 6 0 2 0 1 0 1 NC 1 NC 1 63 2 max 0 2 0 2 0 6 0 7 NC 2 NC 7 64 min -0.026 6 -0.131 6 0 2 0 1 1675.701 6 NC 1 65 3 max 0 2 0 2 0 6 0 7 NC 5 NC 7 66 min -0.03 6 -0.046 6 0 1 0 1 7491.312 6 NC 1 67 4 max 0 2 0 2 0 6 0 7 NC 5 NC 7 68 min -0.033 6 -0.08 6 0 1 0 1 4369.199 6 NC 1 69 5 max 0 2 0 2 0 7 0 7 NC 7 NC 7 70 min -0.037 6 -0.045 6 0 1 0 1 NC 1 NC 1 71 M13 1 max 0 7 0 7 0 7 0 7 NC 7 NC 7 72 min 0 1 0 1 0 1 0 1 NC 1 NC 1 73 2 max 0 2 0 2 0 7 0 7 NC 2 NC 7 74 min -0.004 6 -0.143 6 0 6 0 1 1665.607 6 NC 1 75 3 max 0 2 0 2 0 7 0 7 NC 5 NC 7 76 min -0.007 6 -0.058 6 0 1 0 1 7239.815 6 NC 1 77 4 max 0 2 0 2 0 7 0 7 NC 5 NC 7 78 min -0.01 6 -0.092 6 0 1 0 1 4294.19 6 NC 1 79 5 max 0 2 0 2 0 7 0 7 NC 7 NC 7 80 min -0.014 6 -0.057 6 0 1 0 1 NC 1 NC 1 81 M16 1 max 0 2 0 7 0 7 0.001 6 NC 7 NC 7 82 min -0.034 6 0 1 0 1 0 2 NC 1 NC 1 83 2 max 0 2 0 2 0 2 0.001 6 NC 2 NC 7 84 min -0.025 6 -0.086 6 -0.017 6 0 2 4475.339 6 NC 1 85 3 max 0 2 0 7 0 7 0.001 6 NC 7 NC 7 86 min -0.017 6 0 1 0 1 0 2 NC 1 NC 1 87 4 max 0 2 0 2 0.015 6 0.001 6 NC 2 NC 7 88 min -0.008 6 -0.083 4 0 2 0 2 4631.614 4 NC 1 89 5 max 0 7 0 7 0 7 0.001 6 NC 7 NC 7 90 min 0 1 0 1 0 1 0 2 NC 1 NC 1 91 M17 1 max 0 2 0.015 6 0 7 0.001 6 NC 7 NC 7 92 min -0.03 6 0 2 0 1 0 2 NC 1 NC 1 93 2 max 0 2 0 2 0.014 6 0.001 6 NC 2 NC 7 94 min -0.036 6 -0.115 6 0 2 0 2 1887.395 6 NC 1 95 3 max 0 2 0 2 0 6 0.001 6 NC 7 NC 7 96 min -0.041 6 -0.027 6 0 2 0 2 NC 1 NC 1 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 48 Envelope Member Section Deflections - Service (Continued) Member Sec x [in]LC y [in]LC z [in]LC x Rotate [rad]LC (n) L/y' Ratio LC (n) L/z' Ratio LC 97 4 max 0 2 0 2 0 2 0 6 NC 5 NC 7 98 min -0.042 6 -0.075 6 -0.004 6 0 2 5221.975 6 NC 1 99 5 max 0 2 0 2 0 7 0 2 NC 7 NC 7 100 min -0.044 6 -0.05 6 0 1 -0.001 6 NC 1 NC 1 101 M18 1 max 0 7 0 7 0 7 0 2 NC 7 NC 7 102 min 0 1 0 1 0 1 -0.001 6 NC 1 NC 1 103 2 max 0 2 0 2 0 2 0 2 NC 2 NC 7 104 min -0.005 6 -0.13 6 -0.004 6 -0.001 6 1886.3 6 NC 1 105 3 max 0 2 0 2 0 2 0 2 NC 7 NC 7 106 min -0.011 6 -0.043 6 0 6 -0.001 6 NC 1 NC 1 107 4 max 0 2 0 2 0.001 6 0 2 NC 5 NC 7 108 min -0.012 6 -0.091 6 0 2 0 6 5142.463 6 NC 1 109 5 max 0 2 0 2 0 7 0.001 6 NC 7 NC 7 110 min -0.014 6 -0.065 6 0 1 0 2 NC 1 NC 1 111 M19 1 max 0 2 0 2 0 6 0 6 NC 7 NC 7 112 min -0.003 6 -0.049 6 0 2 0 2 NC 1 NC 1 113 2 max 0 2 0 2 0 2 0 6 NC 7 NC 5 114 min -0.006 6 -0.034 6 -0.025 6 0 2 NC 1 4358.927 6 115 3 max 0 2 0 2 0 2 0 6 NC 7 NC 5 116 min -0.009 6 -0.021 6 -0.023 6 0 2 NC 1 4631.684 6 117 4 max 0 2 0 2 0 2 0.001 6 NC 7 NC 7 118 min -0.012 6 -0.012 6 -0.01 6 0 2 NC 1 NC 1 119 5 max 0 2 0 2 0 7 0.001 6 NC 7 NC 7 120 min -0.015 6 -0.008 6 0 1 0 2 NC 1 NC 1 121 M20 1 max 0 2 0.008 6 0 7 0 6 NC 7 NC 7 122 min -0.015 6 0 2 0 1 0 2 NC 1 NC 1 123 2 max 0 2 0 2 0 2 0 6 NC 7 NC 5 124 min -0.018 6 0 6 -0.014 6 0 2 NC 1 7507.932 6 125 3 max 0 2 0 2 0 2 0 6 NC 7 NC 5 126 min -0.021 6 -0.009 6 -0.023 6 0 2 NC 1 4692.458 6 127 4 max 0 2 0 2 0 2 0.001 6 NC 7 NC 5 128 min -0.025 6 -0.02 6 -0.02 6 0 2 NC 1 5362.809 6 129 5 max 0 2 0 2 0 6 0.001 6 NC 7 NC 7 130 min -0.028 6 -0.034 6 0 2 0 2 NC 1 NC 1 131 M21 1 max 0 6 0 2 0 2 0 2 NC 7 NC 7 132 min 0 2 -0.043 6 -0.024 6 -0.001 6 NC 1 NC 1 133 2 max 0 6 0 2 0 2 0 2 NC 5 NC 5 134 min 0 2 -0.05 6 -0.013 6 -0.001 6 4106.076 6 2800.678 6 135 3 max 0 5 0 2 0 2 0 2 NC 5 NC 2 136 min 0 6 -0.054 6 -0.006 6 -0.001 6 2755.134 6 1802.406 6 137 4 max 0 2 0 2 0 2 0 2 NC 5 NC 5 138 min 0 6 -0.05 6 -0.013 6 -0.001 6 4106.085 6 2800.684 6 139 5 max 0 2 0 2 0 2 0 2 NC 7 NC 7 140 min 0 6 -0.043 6 -0.024 6 -0.001 6 NC 1 NC 1 141 M22 1 max 0 6 0 2 0 2 0.001 6 NC 7 NC 7 142 min 0 2 -0.043 6 -0.01 6 0 2 NC 1 NC 1 143 2 max 0 6 0 2 0 2 0.001 6 NC 5 NC 5 144 min 0 2 -0.051 6 -0.016 6 0 2 3955.205 6 4887.364 6 145 3 max 0 7 0 2 0 2 0.001 6 NC 5 NC 5 146 min 0 1 -0.055 6 -0.02 6 0 2 2651.505 6 3178.53 6 147 4 max 0 2 0 2 0 2 0.001 6 NC 5 NC 5 148 min 0 6 -0.051 6 -0.016 6 0 2 3955.214 6 4887.374 6 149 5 max 0 2 0 2 0 2 0.001 6 NC 7 NC 7 150 min 0 6 -0.043 6 -0.01 6 0 2 NC 1 NC 1 151 M40 1 max 0 7 0 2 0 2 0 6 NC 7 NC 7 Company Designer Job Number Model Name : : : : Focus Engineering & Surveying Rusten Tauteoli 22-7901 September 53 -David Ward Checked By : Matt S. Ha… 11/29/2022 3:50:45 PM RISA-3D Version 20 [ Main House Framing Calcs.r3d ]Page 49 Envelope Member Section Deflections - Service (Continued) Member Sec x [in]LC y [in]LC z [in]LC x Rotate [rad]LC (n) L/y' Ratio LC (n) L/z' Ratio LC 152 min 0 1 -0.065 6 -0.017 6 0 2 NC 1 NC 1 153 2 max 0 7 0 2 0 2 0 6 NC 5 NC 7 154 min 0 1 -0.059 6 -0.015 6 0 2 6156.138 6 NC 1 155 3 max 0 7 0 2 0 2 0 6 NC 5 NC 7 156 min 0 1 -0.057 6 -0.013 6 0 2 4086.192 6 8275.496 6 157 4 max 0 7 0 2 0 2 0 6 NC 5 NC 7 158 min 0 1 -0.059 6 -0.015 6 0 2 6156.156 6 NC 1 159 5 max 0 7 0 2 0 2 0 6 NC 7 NC 7 160 min 0 1 -0.065 6 -0.017 6 0 2 NC 1 NC 1 Envelope Member Section Deflections - Strength No Data to Print... Envelope AWC NDS-15: ASD Member Wood Code Checks Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]Dir LC Fc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi]RB CL CP Eqn 1 M1 2X6 0.303 16 6 0.06 16 y 4 0.398 1.009 1.713 1.977 0.162 5.416 0.996 0.21 3.9-1 2 M2 2X6 0.557 8.944 6 0.346 8.944 y 6 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 3 M3 2X6 0.545 8.944 6 0.343 8.944 y 6 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 4 M7 2X4 0.423 8.944 6 0.015 8.944 z 6 0.469 1.164 1.675 1.898 0.207 12.9210.9710.237 3.6.3 5 M8 2X4 0.423 8.944 6 0.014 8.944 z 6 0.469 1.164 1.675 1.898 0.207 12.9210.9710.237 3.6.3 6 M11 2X6 0.257 16 6 0.056 16 y 4 0.398 1.009 1.713 1.719 0.162 5.416 0.996 0.21 3.9-1 7 M12 2X6 0.495 8.944 6 0.258 8.944 y 6 1.067 1.009 1.613 1.719 0.207 16.1980.9380.5623.9-3 8 M13 2X6 0.492 8.944 6 0.258 8.944 y 6 1.067 1.009 1.613 1.719 0.207 16.1980.9380.5623.9-3 9 M16 2X6 0.303 16 6 0.06 16 y 4 0.398 1.009 1.713 1.977 0.162 5.416 0.996 0.21 3.9-1 10 M17 2X6 0.557 8.944 6 0.346 8.944 y 6 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 11 M18 2X6 0.545 8.944 6 0.343 8.944 y 6 1.067 1.009 1.613 1.977 0.207 16.1980.9380.5623.9-3 12 M19 2X4 0.423 8.944 6 0.015 8.944 z 6 0.469 1.164 1.675 1.898 0.207 12.9210.9710.237 3.6.3 13 M20 2X4 0.423 8.944 6 0.014 8.944 z 6 0.469 1.164 1.675 1.898 0.207 12.9210.9710.237 3.6.3 14 M21 2X6 0.583 1.333 6 0.277 2.667 y 6 0.938 1.009 1.481 1.719 0.207 8.844 0.9910.4943.9-3 15 M22 2X6 0.515 1.333 6 0.292 2.667 y 6 0.938 1.009 1.481 1.719 0.207 8.844 0.9910.4943.9-3 16 M40 1.01X5.5FS 0.314 1.333 6 0.181 2.667 y 6 0.477 1.009 1.458 1.719 0.207 13.1350.9750.2513.9-3 UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 Sheet 1 of 9 PLANT LOCATION Scale NTS REVISION 2 PLANT LOCATION: WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 25 HANWHA Q.PEAK BLK-G4.1 295 PV PANELS SOLAR EDGE SE7600HUB-US INVERTER 31 SOLARIA POWERXT-400R-PM PANELS SOLAR EDGE SE5000H-US INVERTER 17 LG LG335N1C-A5 335 PV PANELS (2) SOLAR EDGE SE7600H-US INVERTER 47 HANWHA Q.PEAK DUO BLK-G5 310 PV PANELS SOLAR EDGE SE7600H-US INVERTER 25 JA JAM60S03-310/PR PV PANELS SOLAR EDGE SE3800H-US INVERTER 14 PANASONIC VBHN320KA03 320 PV PANELS SOLAR EDGE SE7600HUB-US INVERTER 25 S ENERGY SL40-60MBI-360V PANELS REVISION 1: HK SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 PLAN BY: JACQUELINE NOLASCO 7.6 KW AC PHOTOVOLTAIC SYSTEM SOLAR EDGE SE7600H-US INVERTER 25 VIKRAM SOMERA VSMHBB.60.365 CODE CORRECTION AND MOUNTING CLARIFICATION REVISION 2: HK PANEL LAYOUT CHANGE UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 INSTALL SITE Scale NTSLIMITS OF CONSTRUCTION CONCRETE DRIVEWAY SOLADECK JUNCTION BOX (S) SOLAR EDGE SE7600H-US INVERTER (LOCATED IN GARAGE ON SIDEWALL) EXISTING 200A SERVICE ENTRANCE PANELBOARD Sheet 2 of 9 GENERAL NOTES: ALL CONSTRUCTION / INSTALLATION SHALL COMPLY WITH: 2017 NATIONAL ELECTRICAL CODE (NEC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ALL DIMENSIONS SHOWN ARE APPROXIMATE UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PV SYSTEM COMPONENTS LOCATED AT SERVICE ENTRANCE ALL CONDUITS ON ROOF SHALL BE A MINIMUM OF ½” OFF ROOF CONSTRUCTION LIMITS: ALL IMPROVEMENTS AND ACCESS SHALL OCCUR WITHIN PLANT PROPERTY LINES PHOTOVOLTAIC SYSTEM COMBINER PANEL 100A, 120/240 VAC LOAD CENTER DEDICATED PHOTOVOLTAIC SYSTEM AC DISCONNECT ESS BATTERY (LOCATED INSIDE GARAGE ON SIDEWALL) DEDICATED BATTERY SYSTEM AC DISCONNECT (LOCATED IN SIGHT OF BATTERY) DEDICATED BATTERY SYSTEM UTILITY STOP DISCONNECT (LOCATED NEXT TO SERVICE) NEW 125A SUBPANEL (LOCATED IN SIGHT OF BATTERY) SOLAR BOM NEW SOLADECK JUNCTION BOX (SOLTECTION RJ-1) _3_ QTY NEW JUNCTION BOX (SOLTECTION RU-2LP) _1_ QTY RAIL (SNAPNRACK SERIES 100)= _18_ (14 FT LENGTH) QTY SPLICES (SNAPNRACK SERIES 100)= _6_ QTY MID CLAMP (SNAPNRACK SERIES 100) = 44 QTY END CLAMP (SNAPNRACK SERIES 100) = 24 QTY STANDOFFS FEET AND LAGS (SNAPNRACK SERIES 100) = 56 QTY EACH Portrait = 4 panels per 14’ rail Landscape = 2 panels per 14” rail Portrait = 1 rail to 2 panels (360W/400W = 2 rails to 3 panels) Landscape = 1 rail to 1 panel Splices = 2 for every consecutive 4 panels portrait (3 panels for 360W/400W)/ 2 panels landscape End Clamps = 2 on every end Mid Clamps = 2 on every joint between panel 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM EXISTING 200A INTERIOR LOADS PANEL LOCATED IN BASEMENT SOLADECK JUNCTION BOX (S) ONE PER ARRAY APPROX. 40' DC RUN (IN ATTIC WHERE AVAILABLE) SOLADECK JUNCTION BOX (S) ONE PER ARRAY B DEDICATED PHOTOVOLTAIC SYSTEM AC DISCONNECT (LOCATED NEXT TO SERVICE) WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 LAYOUT CHANGE UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 Scale NTS Temperature Correction for Largest String (Per NEC Article 690.7): Voc = 41.0 Vdc Temperature Coefficient(Voc) = -0.27%/ CVmax = Voc + [(Tlow** - 25 C) x (-0.27% x Voc)]Vmax = 41.0 Vdc + [(-16 C - 25 C) x (-0.27% x 41.0 Vdc)]Vmax = 45.5 Vdc (<48 Vdc) Maximum Input DC Voltage for SolarEdge S440 = 60.0 V dc **Solarabcs.org extreme low temperature for Ogden SUBARRAY #1: Maximum System Voltage (Vmax) Inverter Maximum Voltage Rating = 480 Vdc Rated Maximum Power Point Voltage (Vmpp) For 240 Vac grid connection = 350 Vdc Maximum Circuit Current (Imax) Maximum Input Rating of the Inverter = 20 Adc/string For 2 string system = 30 Adc Rated Maximum Circuit Current (Impp) The Lower Value of the following: 1) System power (STC)/Vmp =10220 W / 487.2 Vdc = 20.98A 2) Inverter Maximum Output Current = 32A at 240 Vac ARRAY WIRING 10220 DC WATT PHOTOVOLTAIC ARRAY REFER TO THREE LINE WIRING DIAGRAM FOR CONTINUATION WIRE COLORS DC: NEGATIVE - BLACK POSITIVE - RED WIRE COLORS AC: HOT - BLACK and RED NEUTRAL - WHITE GROUND: - GREEN OR BARE 2 #10 THWN-2 CU PV WIRE PER STRING 1 #6 AWG BARE CU GND (EGC) BONDED TO RAIL WITH WEEBL 6.7 LUG AND CLIP ASSEMBLIES. REMAINDER OF ARRAY GROUNDED PER MANUFACTURER'S SPECIFICATIONS. NEC.690.43 SOLAR EDGE POWER OPTIMIZERS TO BE GROUNDED WITH SST STAR WASHER PER MANUFACTURER'S SPECIFICATIONS ONE- LINE ARRAY DIAGRAMEach DC Panel: JAJAM60S03-310/PR Source Circuit: 14 Panels: VIKRAM SOMERA VSMHBB.60.365 With S440 Power Optimizers Power=5110 Watts dc Vmp=487.2 Vdc Imp= 10.53 Adc 14 Panels: VIKRAM SOMERA VSMHBB.60.365 With S440 Power Optimizers Power=5110 Watts dc Vmp=487.2 Vdc Imp= 10.53 Adc Total Array Specs: 28 panels: Power =10220 Watts dc SE3000H-US 12.5 SE3800H-US 16 SE5000H-US 21 SE6000H-US 25 SE7600H-US 32 SE10000H-US 42 SE11400A-US 47.5 Sheet 3 of 9 Each DC Panel: JINKO JKM375M-6RL3-B Each DC Panel: VIKRAM SOMERA VSMHBB.60.365 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 UtahEnergySavers.com
 ESSolar.net
 Layton, UT 801-614-0606
 Scale
 NTS
Sheet 4 of 9
 4 #10 THWN-2 CU PV WIRE1 #10 THWN-2 CU GND3/4" EMT CONDUITSOLADECK JUNCTION BOX TRANSITION BOX AC ONE LINE DIAGRAM
 
 6.0KW SOLAR INVERTER (2)#8 AWG CU (1)#8 AWG NEUTRAL CU (1)#8 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR CT ETHERNET LINE TO HOME NETWORK A* A*-EXISTING MAIN SERVICE (METER HEAD ONLY 200A) B*-30A/2P DISCONNECT (EATON DG221URB) C*-SONNEN CORE (SONNENCORE10KWH) D*-NEW SUBPANEL (EATON BR816L125RP) E*-EXISTING SUBPANEL (SQUARE D 200A) F*-60A/2P DISCONNECT (EATON DG222URB) G*-SOLAREDGE 6000W HD WAVE INVERTER (SE6000H-US) H*- HEAT/SMOKE DETECTOR (DEPENDANT ON AVAILABILITY) LOCATED IN CEILING ABOVE ESS G* EXISTING INTERIOR SUB PANEL (LOCATED IN INTERIOR) 40A/2P EXISTING LOADS 200A SUBPANEL I* 60A/2P VISIBLY OPEN DISCONNECT (LOCATED WITHIN 3’ OF SERVICE) F* (2)#8 AWG CU (1)#8 AWG NEUTRAL CU (1)#8 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR DC CIRCUITS CONTINUE ON PAGE 5(6)#14 AWG CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR (2)#8 AWG CU (1)#8 AWG NEUTRAL CU (1)#8 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR (2)#8 AWG CU (1)#8 AWG NEUTRAL CU (1)#8 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR NEW INTERCONNECTED HEAT/ SMOKE DETECTOR H* 200A MAIN (2)3/0 AWG CU / 4/0 AWG AL (1)3/0 AWG NEUTRAL CU / 4/0 AWG AL (1)#6 AWG EGC CU / #4 AWG AL 2” EMT MIN. W/ THWN-2 /SER CABLE EXTERIOR LOCATED LESS THAN 3 FT FROM MAIN 10 KWH BATTERY SONNEN CORE ESS 4.8 KW INVERTER 40A AUTOMATIC TRANSFER SWITCH LOCKABLE DISCONNECT C* LOCKABLE 30A/2P VISIBLY OPEN DISCONNECT B* C*-200A SUB PANEL (EATON BRP08B200RF) C*-200A SUB PANEL (EATON BRP12L200R) EXTERIOR SUBPANEL SIZES: BRP08B200RF = 8 BREAKER SLOTS BRP12L200R = 12 BREAKER SLOTS B*-NEW 125A SUBPANEL (EATON BR816L125RP) *WE WILL BE ADDING ONE 125A BREAKER TO THE MAIN SERVICE PANEL TO PROTECT THE EXISTING HOUSE FEEDER WIRES IN COMPLIANCE WITH NEC 705.12(B)(2)(1)(B)PV METERB*- PV METER BOX E*-30A/2P DISCONNECT (EATON DG221URB) 200A/2P 40A/2P OTHER LOADS (2)#6 AWG CU (1)#6 AWG NEUTRAL CU (1)#6 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR (2)#8 AWG CU (1)#8 AWG NEUTRAL CU (1)#8 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR (2)#10 AWG CU (1)#10 AWG NEUTRAL CU (1)#10 AWG EGC CU ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR *WE WILL BE ADDING ONE 125A BREAKER TO THE MAIN SERVICE PANEL TO PROTECT THE EXISTING HOUSE FEEDER WIRES IN COMPLIANCE WITH NEC 705.12(B)(2)(1)(B) IN GARAGE (UNLESS OTHERWISE SPECIFIED) 40A/2P BACKUP LOADS 125A SUBPANEL D* *WE WILL BE RELOCATING LOADS FROM THE EXISTING SUB PANEL (DECIDED BY THE HOMEOWNER) - NO SINGLE LOAD LARGER THAN 36A OR 8.64KVA (NEC 710.15) (2)#14 AWG CU (24V EMERGENCY STOP CONTACT) ¾” EMT MIN. W/ THWN-2 OUTDOOR / NM CABLE INDOOR (2)3/0 AWG CU / 4/0 AWG AL (1)3/0 AWG NEUTRAL CU / 4/0 AWG AL (1)#6 AWG EGC CU / #4 AWG AL 2” EMT MIN. W/ THWN-2 /SER CABLE (2)1/0 AWG CU / 2/0 AWG AL (1)1/0 AWG NEUTRAL CU / 2/0 AWG AL (1)#6 AWG EGC CU / # 4 AWG AL 1 ½ ” EMT MIN. W/ THWN-2 OUTDOOR / SER CABLE INDOOR (2)#1 AWG CU / 1/0 AWG AL (1)#1 AWG NEUTRAL CU / 1/0 AWG AL (1)#6 AWG EGC CU / #4 AWG AL 1 ½ ” EMT MIN. W/ THWN-2 OUTDOOR / SER CABLE INDOOR (2)#2 AWG CU / #2 AWG AL (1)#2 AWG NEUTRAL CU / #2 AWG AL (1)#8 AWG EGC CU / #6 AWG AL 1 ½ ” EMT MIN. W/ THWN-2 OUTDOOR / SER CABLE INDOOR 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 NEW JUNCTION BOX (SOLTECTION RU-2LP) G POS NEG G POS NEG UtahEnergySavers.com
 ESSolar.net
 Layton, UT 801-614-0606
 Scale
 NTS
Sheet 5 of 9
 13 *5
 *5
 *5
 *5
 *5
 *5
 *5
 *5
 *4
*3
 *1
 EXISTING 200A
 MAIN SERVICE PANEL
 TRANSITION BOX 
SOLADECK JUNCTION BOXES
 IN ATTIC
 (EXTERIOR *7,*12)
 (NEXT TO SOLAR BREAKER
 *2,*6)
 AC INPUT 2
 UTILITY AC INPUT 1
 A C I N P U T 3 
 AC OUTPUT
 DC INPUT
 CRITICAL LOADS
 B
 THIS IS NOT A PARALLEL GENERATION SYSTEM
 MAIN SERVICE PANEL
4 #10 THWN-2 CU PV WIRE1 #10 THWN-2 CU GND3/4" EMT CONDUITSOLADECK JUNCTION BOX TRANSITION BOX 1 DC 14 DC DC DC DC DC 1 DC DC DC 14 10220 DC WATT PHOTOVOLTAIC ARRAY 1 2 #10 AWG 600V PV / USE-2 PER STRING- BLACK and RED 1 #6 AWG BARE CU GND (EGC) BONDED TO RAIL WITH WEEBL 6.7 LUG AND CLIP ASSEMBLIES. REMAINDER OF ARRAY GROUNDED PER MANUFACTURER'S SPECIFICATIONS. NEC.690.43 SOLAR EDGE S440 POWER OPTIMIZERS TO BE GROUNDED WITH SST STAR WASHER PER MANUFACTURER'S SPECIFICATIONS DC THREE LINE DIAGRAM
 
 G POS NEG G POS NEG G POS NEG G POS NEG POS NEG G POS NEG NEW SOLADECK JUNCTION BOX (SOLTECTION RJ-1) 2- #10 THWN-2-CU BLACK 2- #10 THWN-2-CU RED 1- #10 THWN-2-CU GREEN ¾”EMT CONDUIT AND/OR ¾” SEALTITE FLEXIBLE CONDUIT, TO BE GROUNDED AT EVERY NON METALLIC JUNCTION WITH GROUND BUSHINGS 1/2" MC CABLE 2 #10 MC CABLE 1 #10 CU GND IN ATTIC SECURED ACCORDING TO NEC 690.31 (D)(1) AND TO BE GROUNDED AT EVERY NON METALLIC JUNCTION WITH GROUND BUSHINGS 1/2" MC CABLE 2 #10 MC CABLE 1 #10 CU GND IN ATTIC SECURED ACCORDING TO NEC 690.31 (D)(1) AND TO BE GROUNDED AT EVERY NON METALLIC JUNCTION WITH GROUND BUSHINGS CONTINUATION ON PAGE 4 TO INVERTER *SOLAR EDGE S440 OPTIMIZERS FOR EACH PANEL 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 ARRAY SELF WEIGHT 28 S ENERGY 365W PANELS 18.7 kg = 41.2 LBS/PANEL + SNAP-N-RACK RACKING MOUNTING HARDWARE:28 X 41.888 = 1173 A = L x W (PANEL): 39.44” X 65.55 = 17.95 SQ FT X 28 = 503 TOTAL SQ FT OF PLANE VIEW ROOF AREA = 2480 PERCENTAGE OF ROOF AREA COVERED IN SOLAR PANELS = 20.28% (IFC 1204.2.1.2) ARRAY: 1173 LBS / 503 SQ FT = 2.3 PSF MAX WEIGHT PER ANCHOR = 44.6 LBS (FOR 4’0” SPANS) PULL OUT STRENGTH CONNECTOR 5/16 LAG BOLT 56 STANDOFFS (56 LAGS) 56 x 3” EMBED x 210 LBS = 35280 LBS WEATHER LOADING GROUND SNOW: 50PSF WIND SPEED: 160MPH EXPOSURE CATEGORY: B LIMITS OF CONSTRUCTION UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 MOUNTING AND WEIGHT LOAD Scale NTS MEETS OR EXCEEDS 2018 IBC IRC CONSTRUCTION STANDARDS CASE 1 Load Calculations 2X4 construction, 24" on center trusses ROOF LOAD BEARING ______ LBS / ___ STANDOFFS = _____LBS TOTAL WEIGHT = PANELS + HARDWARE 1412.5 LBS 1412.5 LBS / 460.75 SQ FT= 3.065 PSF DEDICATED PHOTOVOLTAIC SYSTEM AC DISCONNECT Sheet 6 of 9 TIMES PANELS BY 630 ALL ROOF PENETRATIONS MUST BE PROPERLY FLASHED. IRC M2302.2.2. THIS INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS SPECIFIED IN SECTION 1204 OF THE 2018 INTERNATIONAL FIRE CODE. ROOF RACKING SUPPORT SPACING NOT TO EXCEED 4’ SPACING. ALL SUPPORTS MUST BE STAGGERED FROM ONE ROW OF RACKING TO THE NEXT SO NOT ALL SUPPORTS ARE BEARING ON THE SAME TRUSSES SOLAR PV MODULES CANNOT BE INSTALLED OVER OR BLOCK ANY ATTIC VENTS, PLUMBING VENTS, FURNACES OR WATER HEATER VENTS, ETC ALL WIRING MUST BE SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE AND WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF THE ROOF SURFACE. 36 INCH FIRE DEPARTMENT SETBACK 36” PATHWAYS TO RIDGE WE WILL BE OBSERVING IFC 1204.2 EXCEPTION 1TO BE USED WHEN USING A BARN OR NON INHABITED SPACE FOR ROOF TOP INSTALL THIS INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS SPECIFIED IN THE UTAH AMENDED SECTIONS OF THE 2018 IRC THAT PERTAIN TO ENERGY STORAGE SYSTEMS INCLUDING SHEET ROCK AND AN INTERCONNECTED FIRE ALARM IN THE ROOM OF THE ENERGY STORAGE SYSTEM FOR GRANTSVILLE: WEATHER LOADING GROUND SNOW: 30PSF WIND SPEED: 115MPH EXPOSURE CATEGORY: C FOR BINGHAM COUNTY IDAHO: WEATHER LOADING GROUND SNOW: 42PSF WIND SPEED: 115MPH EXPOSURE CATEGORY: C 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 *UPON INSTALLATION ARRIVAL WE WILL FIT THE PROPER MOUNTING FOR THE SPECIFIC METAL ROOF/SEAM TYPE. WE WILL FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 SIGNAGE Scale NTS 1 DUAL INPUT SOURCE SECOND SOURCE IS SOLAR PV SYSTEM ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND NOT HAND-WRITTEN. NEC 110.21(B) SIGN LOCATED AT POINT OF INTERCONNECTION. NEC 690.56(B) AND 705.10 AND 712.10 2 WARNING:SOLAR POWER SOURCE OUTPUT CONNECTION, DO NOT RELOCATE THIS OVERCURRENT DEVICE SIGN LOCATED NEXT TO SOLAR BACKFEED BREAKERS AT SERVICE PANEL. IF BREAKER FEED AND UTILIZING THE 120% RULE NEC 705.12(B)(2)(3)(b) 3 RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM SIGN LOCATED NEXT TO THE SOLAR AC OR DC DISCONNECT THAT ACTIVATES RAPID SHUTDOWN. NEC 690.56 (C) (3) OR NEXT TO MAIN SERVICE DISCONNECT OR NEXT TO A RSD RELAY SIGNAL BUTTON THE MARKINGS SHALL BE REFLECTIVE WHITE ON RED BACKGROUND 5 PHOTOVOLTAIC POWER SOURCE THIS SIGN IS LOCATED ON THE OUTSIDE OF ANY CONDUITS, ENCLOSURES, OR MC CABLE THAT CONTAINS DC CIRCUITS. The markings shall be reflective and be provided at every enclosure, every 10’ along conduit or MC cable, and at each side of where the conduit or cable passes through a wall, floor, or any other partition. NEC 690.31(G)(3-4) and IFC 605.11.1.2 8 4 PHOTOVOLTAIC ARRAY DC DISCONNECT SWITCH MAX SYSTEM VOLTAGE= 480 VDC MAX CIRCUIT CURRENT= 15 ADC MAX CURRENT FOR POWER OPTIMISERS= 15 ADC THIS SIGN IS LOCATED ON THE OUTSIDE OF EACH DC DISCONNECT. NEC 690.53 and 690.13(B) 7 PV SYSTEM BACKFEEDING THROUGH THIS PANEL AC OUTPUT CURRENT= 32 AAC AC VOLTAGE=240 VAC THIS SIGN IS LOCATED AT THE BACKFEED PANEL BOARD NEC 690.54 Sheet 7 of 9 11PHOTOVOLTAIC SYSTEM DEDICATED KWH METER THIS SIGN IS LOCATED AT THE DEDICATED KWH METER 6 NOTICE: PV SYSTEM COMBINER PANEL DO NOT ADD LOADS TO THIS PANEL THIS SIGN IS LOCATED AT THE COMBINER PANEL PHOTOVOLTAIC SYSTEM AC DISCONNECT THIS SIGN IS LOCATED AT THE AC PV SYSTEM DISCONNECT 690.13 (B) THIS SIGN IS LOCATED ON OR WITHIN 3’ FEET OF THE SERVICE METER PANELBOARD AND ON ANY AC DISCONNECT SWITCH ON THE OUTSIDE OF THE BUILDINGS NEC 690.56(C)(1) / IFC 1204.5.1 9 SE3000H-US 12.5 SE3800H-US 16 SE5000H-US 21 SE6000H-US 25 SE7600H-US 32 SE10000H-US 42 SE11400A-US 47.5 Ansi z535.4 color specific ENERGY STORAGE SYSTEM DISCONNECT NOMINAL ESS AC VOLTAGE=_240_VAC MAXIMUM ESS DC VOLTAGE=_204_VDC SIGN LOCATED AT ENERGY STORAGE SYSTEM DISCONNECTS NEC 706.15(C) 10 9 CAUTION: MULTIPLE SOURCES OF POWER POWER TO THIS SERVICE IS ALSO SUPPLIED FROM A PV SYSTEM CONNECTED TO THE AC SERVICE PANEL. LITHIUM BATTERY AND INVERTER ARE LOCATED IN GARAGE (SIDEWALL) BATTERY LIGHTS WILL BE OFF WHEN EMERGENCY STOP ACTIVE THIS DIRECTORY LOCATED AT POINTS OF INTERCONNECTION. NEC 690.56(B) AND 705.10 AND 706.21 AND 710.10 AND 712.10 ALSO PER UTILITY REQUIREMENTS 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 PLACARDS Scale NTS ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND NOT HAND-WRITTEN. NEC 110.21(B) Sheet 8 of 9 11 PARALLEL GENERATION ON SITE THIS PLACARD IS LOCATED NEXT TO METER SOCKET. 2”X4” ENGRAVED METAL OR RED AND WHITE HARD PLASTIC ⅜” OR LARGER LETTERS MANUAL DISCONNECT FOR BATTERY THIS PLACARD IS LOCATED AT THE AC ESS SYSTEM DISCONNECT. 2”X4” ENGRAVED METAL OR RED AND WHITE HARD PLASTIC ⅜” OR LARGER LETTERS 12 N MANUAL DISCONNECT FOR PARALLEL GENERATION THIS PLACARD IS LOCATED AT THE AC PV SYSTEM DISCONNECT. 2”X4” ENGRAVED METAL OR RED AND WHITE HARD PLASTIC ⅜” OR LARGER LETTERS 13 MANUAL DISCONNECT FOR PARALLEL GENERATION AND BATTERY THIS PLACARD IS LOCATED AT THE AC ESS SYSTEM DISCONNECT. 2”X4” ENGRAVED METAL OR RED AND WHITE HARD PLASTIC ⅜” OR LARGER LETTERS 12 WARNING: MULTIPLE SOURCES OF POWER. A PV SYSTEM IS PRESENT. DISCONNECT ALL POWER SOURCES BEFORE SERVICING. FOR ST GEORGE POWER 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365 UtahEnergySavers.com ESSolar.net Layton, UT 801-614-0606 Scale NTS SIGNAGE LOCATION Sheet 9 of 9 *5 *5 *5 *5 *5 *5 *5 *4 *1,*9 EXISTING 200A MAIN SERVICE PANEL SOLAREDGE SE7600H-US INVERTER TRANSITION BOX SOLADECK JUNCTION BOXES IN ATTIC (EXTERIOR *7) (NEXT TO BREAKER *2,*6) *3 *11, *1,*8,*13 * NOT REFLECTIVE OF ACTUAL EQUIPMENT LOCATION NEW SUBPANEL AC DISCONNECT SONNEN ESS IN GARAGE *3,*8, *13 TO EXISTING INTERIOR LOADS PANEL *10
 *1, *2, *6, *3, *10, *12 LOCKABLE VISIBLY OPEN DISCONNECT * FOR SIGNAGE AND PLACARDS SEE PAGES 7 AND 8 *ONLY APPLICABLE STICKER WILL BE SHOWN ON PAGES 7 AND 8 AND INSTALLED ON SITE. *2, *6, 7.6 KW AC / 10.2 KW DC PHOTOVOLTAIC SYSTEM WARD RESIDENCE 249 HARVARD AVE, REXBURG, IDAHO 83440 SOLAR EDGE SE7600H-US INVERTER 28 VIKRAM SOMERA VSMHBB.60.365