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uinit 33 Approval Drawings 155 Bay Road, PO Box 945 / Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5780 / Rep: Dan Fiore A. Boilards & Sons “Bear Hill Estates Unit 33C-R” Northampton, Ma. Roof Truss Drawings These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. The building designer is responsible for temporary and permanent bracing of the roof / floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. SHOP DRAWINGS THESE DRAWINGS ARE THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS DRAWINGS. REVIEW AND APPROVAL OF THESE DRAWINGS MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. PLEASE INITIAL EACH ATTACHED TRUSS DRAWING. Approved by:________________________________________________ Date:______________________ 12/24/2014 14112257B Job 14112257B Truss S01 Truss Type Scissor Qty 5 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:15 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-eGDIjQW?yHIwzR1CIG_D0lg38RrF6X3lEkiRW7y5kjo Scale = 1:30.2 T1 T1 B1 B1 W3 W1 W2 W1 W2 1 2 3 4 5 8 7 6 9 10 4x4 2x4 4x8 2x4 5x6 5x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 1-8-16-2-11-8-12-0-159.00 12 4.50 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-0,0-2-4], [4:0-2-12,0-1-8], [6:0-2-0,0-0-8], [8:0-2-0,0-0-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.82 0.24 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.03 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 55 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=817/0-5-8, 6=817/0-5-8 Max Horz8=-203(LC 6) Max Uplift8=-105(LC 8), 6=-105(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/124, 2-9=-913/119, 3-9=-711/136, 3-10=-710/136, 4-10=-912/120, 4-5=0/124, 2-8=-815/294, 4-6=-814/294 BOT CHORD 7-8=-255/261, 6-7=-42/215 WEBS 3-7=-6/340, 2-7=0/428, 4-7=-96/428 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-4=-100, 4-5=-100, 7-8=-20, 6-7=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-9=-100, 3-9=-129, 3-4=-44, 4-5=-44, 7-8=-20, 6-7=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-10=-129, 4-10=-100, 4-5=-100, 7-8=-20, 6-7=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 7-8=-40, 6-7=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=66, 2-3=41, 3-4=41, 4-5=66, 7-8=-10, 6-7=-10 Horz: 1-2=-76, 2-3=-51, 3-4=51, 4-5=76, 2-8=-47, 4-6=47 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss S01 Truss Type Scissor Qty 5 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:15 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-eGDIjQW?yHIwzR1CIG_D0lg38RrF6X3lEkiRW7y5kjo LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=13, 2-3=-11, 3-4=19, 4-5=11, 7-8=-10, 6-7=-10 Horz: 1-2=-23, 2-3=1, 3-4=29, 4-5=21, 2-8=18, 4-6=26 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=19, 3-4=-11, 4-5=13, 7-8=-10, 6-7=-10 Horz: 1-2=-21, 2-3=-29, 3-4=-1, 4-5=23, 2-8=-26, 4-6=-18 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=25, 3-4=12, 4-5=5, 7-8=-10, 6-7=-10 Horz: 1-2=-56, 2-3=-35, 3-4=22, 4-5=15, 2-8=-26, 4-6=26 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=12, 3-4=25, 4-5=46, 7-8=-10, 6-7=-10 Horz: 1-2=-15, 2-3=-22, 3-4=35, 4-5=56, 2-8=-26, 4-6=26 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=25, 3-4=12, 4-5=5, 7-8=-10, 6-7=-10 Horz: 1-2=-56, 2-3=-35, 3-4=22, 4-5=15, 2-8=-26, 4-6=26 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=12, 3-4=25, 4-5=46, 7-8=-10, 6-7=-10 Horz: 1-2=-15, 2-3=-22, 3-4=35, 4-5=56, 2-8=-26, 4-6=26 12) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-3=-20, 3-4=-20, 4-5=-180, 7-8=-20, 6-7=-20 Job 14112257B Truss S01A Truss Type SCISSORS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:16 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-6SnhwmXdjaQnbbcOs_VSZyCFgrBVrzwvSOR_2Zy5kjn Scale = 1:30.2 T1 T1 B1 B1 W3 W1 W2 W1 W21 2 3 6 5 4 7 8 5x6 4x4 5x6 2x4 4x8 2x4 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 1-8-16-2-11-8-12-0-159.00 12 4.50 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-0,0-1-12], [4:0-2-0,0-0-8], [6:0-2-0,0-0-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.77 0.24 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.03 0.01 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 52 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=703/0-5-8, 4=703/0-5-8 Max Horz6=204(LC 7) Max Uplift6=-53(LC 8), 4=-53(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-931/152, 2-7=-704/170, 2-8=-703/170, 3-8=-930/152, 1-6=-689/216, 3-4=-689/216 BOT CHORD 5-6=-240/244, 4-5=-34/170 WEBS 2-5=-12/338, 1-5=0/484, 3-5=-106/483 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00 and 6 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 4. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 5-6=-20, 4-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-100, 2-7=-124, 2-3=-44, 5-6=-20, 4-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-8=-124, 3-8=-100, 5-6=-20, 4-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 5-6=-40, 4-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-3=41, 5-6=-10, 4-5=-10 Horz: 1-2=-51, 2-3=51, 1-6=-47, 3-4=47 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss S01A Truss Type SCISSORS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:16 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-6SnhwmXdjaQnbbcOs_VSZyCFgrBVrzwvSOR_2Zy5kjn LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-11, 2-3=19, 5-6=-10, 4-5=-10 Horz: 1-2=1, 2-3=29, 1-6=18, 3-4=26 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-3=-11, 5-6=-10, 4-5=-10 Horz: 1-2=-29, 2-3=-1, 1-6=-26, 3-4=-18 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 5-6=-10, 4-5=-10 Horz: 1-2=-35, 2-3=22, 1-6=-26, 3-4=26 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 5-6=-10, 4-5=-10 Horz: 1-2=-22, 2-3=35, 1-6=-26, 3-4=26 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 5-6=-10, 4-5=-10 Horz: 1-2=-35, 2-3=22, 1-6=-26, 3-4=26 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 5-6=-10, 4-5=-10 Horz: 1-2=-22, 2-3=35, 1-6=-26, 3-4=26 Job 14112257B Truss S01GE Truss Type GABLE Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:16 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-6SnhwmXdjaQnbbcOs_VSZyCEurBUr_IvSOR_2Zy5kjn Scale = 1:29.6 T1 T1 B1 B1 W3 W1 W2 W1 W2 ST3 ST1 ST2 ST3 ST1 ST2 1 2 3 4 5 8 7 6 19 20 4x4 4x8 5x6 5x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 1-8-16-2-11-8-12-0-159.00 12 4.50 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-0,0-2-4], [4:0-2-12,0-1-8], [6:0-2-0,0-0-8], [8:0-2-0,0-0-8], [11:0-1-9,0-1-0], [18:0-1-9,0-1-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.82 0.24 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.03 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 64 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=817/0-5-8, 6=817/0-5-8 Max Horz8=-203(LC 6) Max Uplift8=-105(LC 8), 6=-105(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/124, 2-19=-913/119, 3-19=-711/136, 3-20=-710/136, 4-20=-912/120, 4-5=0/124, 2-8=-815/294, 4-6=-814/294 BOT CHORD 7-8=-255/261, 6-7=-42/215 WEBS 3-7=-6/340, 2-7=0/428, 4-7=-96/428 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00 and 18 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-4=-100, 4-5=-100, 7-8=-20, 6-7=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-19=-100, 3-19=-129, 3-4=-44, 4-5=-44, 7-8=-20, 6-7=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-20=-129, 4-20=-100, 4-5=-100, 7-8=-20, 6-7=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 7-8=-40, 6-7=-40 Continued on page 2 Job 14112257B Truss S01GE Truss Type GABLE Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:16 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-6SnhwmXdjaQnbbcOs_VSZyCEurBUr_IvSOR_2Zy5kjn LOAD CASE(S) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=66, 2-3=41, 3-4=41, 4-5=66, 7-8=-10, 6-7=-10 Horz: 1-2=-76, 2-3=-51, 3-4=51, 4-5=76, 2-8=-47, 4-6=47 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-3=-11, 3-4=19, 4-5=11, 7-8=-10, 6-7=-10 Horz: 1-2=-23, 2-3=1, 3-4=29, 4-5=21, 2-8=18, 4-6=26 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=19, 3-4=-11, 4-5=13, 7-8=-10, 6-7=-10 Horz: 1-2=-21, 2-3=-29, 3-4=-1, 4-5=23, 2-8=-26, 4-6=-18 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=25, 3-4=12, 4-5=5, 7-8=-10, 6-7=-10 Horz: 1-2=-56, 2-3=-35, 3-4=22, 4-5=15, 2-8=-26, 4-6=26 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=12, 3-4=25, 4-5=46, 7-8=-10, 6-7=-10 Horz: 1-2=-15, 2-3=-22, 3-4=35, 4-5=56, 2-8=-26, 4-6=26 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=25, 3-4=12, 4-5=5, 7-8=-10, 6-7=-10 Horz: 1-2=-56, 2-3=-35, 3-4=22, 4-5=15, 2-8=-26, 4-6=26 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=12, 3-4=25, 4-5=46, 7-8=-10, 6-7=-10 Horz: 1-2=-15, 2-3=-22, 3-4=35, 4-5=56, 2-8=-26, 4-6=26 12) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-3=-20, 3-4=-20, 4-5=-180, 7-8=-20, 6-7=-20 Job 14112257B Truss T01 Truss Type SPECIAL TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0004 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:17 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-afL376YFUuYeClBbQh0h6AlNwELFaLs2h2BYb?y5kjm Scale = 1:51.6 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 B1 1 2 3 4 5 6 7 10 9 8 11 12 4x4 5x10 4x4 4x4 3x4 5x6 5x6 3x4 11-0-0 11-0-0 22-0-0 11-0-0 -1-0-0 1-0-0 5-0-10 5-0-10 11-0-0 5-11-6 16-11-6 5-11-6 22-0-0 5-0-10 23-0-0 1-0-0 1-9-110-11-11-9-110.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-4], [8:0-3-0,0-2-12], [9:0-5-0,0-3-4], [10:0-3-0,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.93 0.97 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.69 0.04 0.03 (loc) 8-9 8-9 8 9 l/defl >951 >377 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 110 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W4,W3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9, 3-10, 5-8 REACTIONS.(lb/size) 10=1417/0-3-8, 8=1417/0-3-8 Max Horz10=276(LC 7) Max Uplift10=-152(LC 8), 8=-152(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/132, 2-3=-282/191, 3-11=-1118/379, 4-11=-913/403, 4-12=-913/403, 5-12=-1118/379, 5-6=-282/191, 6-7=0/132, 2-10=-419/261, 6-8=-419/261 BOT CHORD 9-10=-182/896, 8-9=-123/896 WEBS 4-9=-278/600, 5-9=-337/298, 3-9=-337/298, 3-10=-1195/216, 5-8=-1195/216 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 8 = 0.00, 9 = 0.00 and 10 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) STC24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-4=-100, 4-6=-100, 6-7=-100, 8-10=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-11=-100, 4-11=-148, 4-6=-44, 6-7=-44, 8-10=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-4=-44, 4-12=-148, 6-12=-100, 6-7=-100, 8-10=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 6-7=-20, 8-10=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-4=38, 4-6=38, 6-7=63, 8-10=-10 Horz: 1-2=-73, 2-4=-48, 4-6=48, 6-7=73 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss T01 Truss Type SPECIAL TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0004 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:17 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-afL376YFUuYeClBbQh0h6AlNwELFaLs2h2BYb?y5kjm LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=13, 2-4=-11, 4-6=19, 6-7=11, 8-10=-10 Horz: 1-2=-23, 2-4=1, 4-6=29, 6-7=21 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=19, 4-6=-11, 6-7=13, 8-10=-10 Horz: 1-2=-21, 2-4=-29, 4-6=-1, 6-7=23 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-4=25, 4-6=12, 6-7=5, 8-10=-10 Horz: 1-2=-56, 2-4=-35, 4-6=22, 6-7=15 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=12, 4-6=25, 6-7=46, 8-10=-10 Horz: 1-2=-15, 2-4=-22, 4-6=35, 6-7=56 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-4=25, 4-6=12, 6-7=5, 8-10=-10 Horz: 1-2=-56, 2-4=-35, 4-6=22, 6-7=15 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=12, 4-6=25, 6-7=46, 8-10=-10 Horz: 1-2=-15, 2-4=-22, 4-6=35, 6-7=56 12) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-4=-20, 4-6=-20, 6-7=-180, 8-10=-20 Job 14112257B Truss T01GDR Truss Type Special Truss Qty 1 Ply 2 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0005 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:18 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-3ruRLSYtFCgVqumnzPYweNIahenLJhcCwiw57Sy5kjl Scale = 1:53.2 T1 T1 B2 W3 W2 W1W2W1 HW1 HW2 B3B1 B1 B1 B1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 12x18 MT18HS 8x12 8x12 6x12 12x12 8x12 8x12 9x16 MT18HS7x16 MT18HS 8x8 5x12 8x8 5x10 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 5-7-2 5-7-2 11-0-0 5-4-14 16-4-14 5-4-14 22-0-0 5-7-2 5-7-2 5-7-2 11-0-0 5-4-14 16-4-14 5-4-14 22-0-0 5-7-2 1-9-110-11-11-9-110.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-5-12], [3:0-3-0,0-4-12], [4:0-5-12,0-3-0], [5:0-3-0,0-4-12], [7:0-8-2,0-1-0], [9:0-7-12,0-2-8], [12:0-6-12,0-2-8] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.80 0.60 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.28 0.08 0.04 (loc) 11-12 11-12 7 11-12 l/defl >999 >941 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 509 lb FT = 4% GRIP 137/130 137/130 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 1.5x9.25 LP LSL 2640Fb 1.75E WEBS 2x4 SPF No.2 *Except* W3: 2x4 SPF 2100F 1.8E SLIDER Left 2x12 SP No.2 3-8-1, Right 2x10 SP 2400F 2.0E 3-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=17479/(0-5-8 + bearing block) (req. 0-6-2), 7=17641/(0-5-8 + bearing block) (req. 0-6-3) Max Horz1=-311(LC 11) Max Uplift1=-739(LC 7), 7=-745(LC 8) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-19831/849, 2-3=-19561/870, 3-14=-14060/695, 4-14=-13952/722, 4-15=-13951/722, 5-15=-14059/695, 5-6=-19576/870, 6-7=-19847/848 BOT CHORD 1-13=-681/13920, 13-16=-681/13920, 16-17=-681/13920, 12-17=-681/13920, 12-18=-683/13985, 18-19=-683/13985, 19-20=-683/13985, 11-20=-683/13985, 11-21=-542/13993, 10-21=-542/13993, 10-22=-542/13993, 9-22=-542/13993, 9-23=-539/13928, 23-24=-539/13928, 8-24=-539/13928, 7-8=-539/13928 WEBS 4-11=-758/16031, 5-11=-4508/356, 5-9=-269/7735, 3-11=-4496/354, 3-12=-264/7711 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 1 = 0.00, 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 7 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00 and 13 = 0.00 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 1.5x9.25 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-9 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 1.5x9.25 LP LSL 2640Fb 1.75E bearing block 12" long at jt. 1 attached to each face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total fasteners per block. Bearing is assumed to be LPLSL 2640F 1.75E. 4) 1.5x9.25 LP LSL 2640Fb 1.75E bearing block 12" long at jt. 7 attached to each face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total fasteners per block. Bearing is assumed to be LPLSL 2640F 1.75E. 5) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 7) Unbalanced snow loads have been considered for this design. 8) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 lb uplift at joint 1 and 745 lb uplift at joint 7. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 20-0-12 to connect truss(es) T02 (1 ply 2x10 SP), T02A (1 ply 2x10 SP) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) 1) Dead + Snow (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-150, 4-7=-150, 1-7=-20 Continued on page 2 Job 14112257B Truss T01GDR Truss Type Special Truss Qty 1 Ply 2 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0005 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:18 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-3ruRLSYtFCgVqumnzPYweNIahenLJhcCwiw57Sy5kjl LOAD CASE(S) Concentrated Loads (lb) Vert: 10=-3138(F) 16=-3138(F) 17=-3138(F) 18=-3138(F) 19=-3138(F) 20=-3138(F) 21=-3138(F) 22=-3138(F) 23=-3138(F) 24=-3138(F) 2) Dead + Snow (Unbal. Left) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-14=-150, 4-14=-218, 4-7=-59, 1-7=-20 Concentrated Loads (lb) Vert: 10=-3138(F) 16=-3138(F) 17=-3138(F) 18=-3138(F) 19=-3138(F) 20=-3138(F) 21=-3138(F) 22=-3138(F) 23=-3138(F) 24=-3138(F) 3) Dead + Snow (Unbal. Right) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-59, 4-15=-218, 7-15=-150, 1-7=-20 Concentrated Loads (lb) Vert: 10=-3138(F) 16=-3138(F) 17=-3138(F) 18=-3138(F) 19=-3138(F) 20=-3138(F) 21=-3138(F) 22=-3138(F) 23=-3138(F) 24=-3138(F) 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 1-7=-40 Concentrated Loads (lb) Vert: 10=-923(F) 16=-923(F) 17=-923(F) 18=-923(F) 19=-923(F) 20=-923(F) 21=-923(F) 22=-923(F) 23=-923(F) 24=-923(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-11, 4-7=19, 1-7=-10 Horz: 1-4=1, 4-7=29 Concentrated Loads (lb) Vert: 10=128(F) 16=128(F) 17=128(F) 18=128(F) 19=128(F) 20=128(F) 21=128(F) 22=128(F) 23=128(F) 24=128(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=19, 4-7=-11, 1-7=-10 Horz: 1-4=-29, 4-7=-1 Concentrated Loads (lb) Vert: 10=128(F) 16=128(F) 17=128(F) 18=128(F) 19=128(F) 20=128(F) 21=128(F) 22=128(F) 23=128(F) 24=128(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=128(F) 16=128(F) 17=128(F) 18=128(F) 19=128(F) 20=128(F) 21=128(F) 22=128(F) 23=128(F) 24=128(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=128(F) 16=128(F) 17=128(F) 18=128(F) 19=128(F) 20=128(F) 21=128(F) 22=128(F) 23=128(F) 24=128(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=128(F) 16=128(F) 17=128(F) 18=128(F) 19=128(F) 20=128(F) 21=128(F) 22=128(F) 23=128(F) 24=128(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=128(F) 16=128(F) 17=128(F) 18=128(F) 19=128(F) 20=128(F) 21=128(F) 22=128(F) 23=128(F) 24=128(F) 11) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-11, 4-7=19, 1-7=-10 Horz: 1-4=1, 4-7=29 Concentrated Loads (lb) Vert: 10=-196(F) 16=-196(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-196(F) 21=-196(F) 22=-196(F) 23=-196(F) 24=-196(F) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=19, 4-7=-11, 1-7=-10 Horz: 1-4=-29, 4-7=-1 Concentrated Loads (lb) Vert: 10=-196(F) 16=-196(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-196(F) 21=-196(F) 22=-196(F) 23=-196(F) 24=-196(F) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=-196(F) 16=-196(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-196(F) 21=-196(F) 22=-196(F) 23=-196(F) 24=-196(F) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=-196(F) 16=-196(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-196(F) 21=-196(F) 22=-196(F) 23=-196(F) 24=-196(F) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=-196(F) 16=-196(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-196(F) 21=-196(F) 22=-196(F) 23=-196(F) 24=-196(F) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=-196(F) 16=-196(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-196(F) 21=-196(F) 22=-196(F) 23=-196(F) 24=-196(F) Job 14112257B Truss T01GE Truss Type SPECIAL TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0006 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:19 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-X1SpYnZV0VoMS2KzX639Bbqt12EB2JUL8Mgefuy5kjk Scale = 1:51.4 W1 T1 T1 W1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 B1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 3x4 3x4 4x4 3x4 3x4 5x6 22-0-0 22-0-0 -1-0-0 1-0-0 11-0-0 11-0-0 22-0-0 11-0-0 23-0-0 1-0-0 1-9-110-11-11-9-110.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [22:0-3-0,0-3-0], [28:0-2-0,0-0-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.31 0.17 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.02 0.01 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 137 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST6,ST5,ST4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.(lb/size) 28=197/22-0-0, 16=197/22-0-0, 22=232/22-0-0, 23=251/22-0-0, 24=239/22-0-0, 25=237/22-0-0, 26=252/22-0-0, 27=126/22-0-0, 21=251/22-0-0, 20=239/22-0-0, 19=237/22-0-0, 18=252/22-0-0, 17=126/22-0-0 Max Horz28=276(LC 7) Max Uplift28=-412(LC 6), 16=-378(LC 7), 23=-66(LC 8), 24=-87(LC 8), 25=-81(LC 8), 26=-70(LC 8), 27=-376(LC 7), 21=-66(LC 9), 20=-88(LC 9), 19=-81(LC 9), 18=-71(LC 9), 17=-351(LC 6) Max Grav28=411(LC 7), 16=377(LC 6), 22=361(LC 9), 23=360(LC 2), 24=273(LC 2), 25=237(LC 1), 26=253(LC 2), 27=332(LC 6), 21=360(LC 3), 20=273(LC 3), 19=237(LC 1), 18=253(LC 3), 17=306(LC 7) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-28=-297/280, 1-2=0/132, 2-3=-273/288, 3-4=-131/191, 4-5=-70/215, 5-6=-57/316, 6-29=-77/418, 7-29=0/429, 7-8=-102/517, 8-9=-102/517, 9-30=0/429, 10-30=-77/418, 10-11=-57/316, 11-12=-62/215, 12-13=-116/176, 13-14=-251/265, 14-15=0/132, 14-16=-297/258 BOT CHORD 27-28=-114/151, 26-27=-114/151, 25-26=-114/151, 24-25=-114/151, 23-24=-114/151, 22-23=-114/151, 21-22=-114/151, 20-21=-114/151, 19-20=-114/151, 18-19=-114/151, 17-18=-114/151, 16-17=-114/151 WEBS 8-22=-559/0, 7-23=-320/116, 6-24=-232/157, 5-25=-198/139, 4-26=-211/149, 3-27=-171/214, 9-21=-320/116, 10-20=-232/157, 11-19=-198/139, 12-18=-211/149, 13-17=-159/202 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00, 26 = 0.00, 27 = 0.00 and 28 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 28, 378 lb uplift at joint 16, 66 lb uplift at joint 23, 87 lb uplift at joint 24, 81 lb uplift at joint 25, 70 lb uplift at joint 26, 376 lb uplift at joint 27, 66 lb uplift at joint 21, 88 lb uplift at joint 20, 81 lb uplift at joint 19, 71 lb uplift at joint 18 and 351 lb uplift at joint 17. 13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-8=-100, 8-14=-100, 14-15=-100, 16-28=-20 Continued on page 2 Job 14112257B Truss T01GE Truss Type SPECIAL TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0006 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:19 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-X1SpYnZV0VoMS2KzX639Bbqt12EB2JUL8Mgefuy5kjk LOAD CASE(S) 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-29=-100, 8-29=-148, 8-14=-44, 14-15=-44, 16-28=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-8=-44, 8-30=-148, 14-30=-100, 14-15=-100, 16-28=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-20, 8-14=-20, 14-15=-20, 16-28=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-8=38, 8-14=38, 14-15=63, 16-28=-10 Horz: 1-2=-73, 2-8=-48, 8-14=48, 14-15=73 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-8=-11, 8-14=19, 14-15=11, 16-28=-10 Horz: 1-2=-23, 2-8=1, 8-14=29, 14-15=21 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-8=19, 8-14=-11, 14-15=13, 16-28=-10 Horz: 1-2=-21, 2-8=-29, 8-14=-1, 14-15=23 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-8=25, 8-14=12, 14-15=5, 16-28=-10 Horz: 1-2=-56, 2-8=-35, 8-14=22, 14-15=15 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-8=12, 8-14=25, 14-15=46, 16-28=-10 Horz: 1-2=-15, 2-8=-22, 8-14=35, 14-15=56 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-8=25, 8-14=12, 14-15=5, 16-28=-10 Horz: 1-2=-56, 2-8=-35, 8-14=22, 14-15=15 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-8=12, 8-14=25, 14-15=46, 16-28=-10 Horz: 1-2=-15, 2-8=-22, 8-14=35, 14-15=56 12) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-8=-20, 8-14=-20, 14-15=-180, 16-28=-20 Job 14112257B Truss T02 Truss Type ATTIC TRUSS Qty 9 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0007 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:19 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-X1SpYnZV0VoMS2KzX639Bbqlo29I28bL8Mgefuy5kjk Scale = 1:73.0 B1 W1W1 W2 HW1 HW1 T1 T1 B1B1 B2 W4 W3 W7T2 T5 T3 T4 W5 W6 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 15 14 19 20 2122 23 165x10 5x6 5x6 7x14 MT20H 2x4 2x4 8x8 5x6 8x8 10x12 4x4 3x4 5x10 5x6 5x6 7x14 MT20H 6x6 4x4 3x4 3x4 BEH18D BEH18D HNH18 3x4 0-11-1416-0-0 8-1-29-10-4 9-10-4 15-10-12 6-0-8 18-0-0 2-1-4 26-1-12 8-1-12 36-0-0 9-10-4 5-0-14 5-0-14 9-10-4 4-9-6 13-11-2 4-0-14 18-0-0 4-0-14 22-0-14 4-0-14 26-1-12 4-0-14 30-10-8 4-8-12 30-11-2 0-0-10 36-0-0 5-0-14 1-8-115-2-11-8-10-11-149.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-6-0], [4:0-2-0,0-2-4], [5:0-3-0,0-3-12], [6:0-0-11,0-1-2], [7:0-2-1,0-2-12], [8:0-0-11,0-1-2], [9:0-1-0,0-2-0], [11:0-4-0,0-6-0], [14:0-3-0,0-2-0], [17:0-2-0,5-9-0], [18:0-6-0,0-2-8], [19:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.77 0.48 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.54 -0.62 0.05 0.19 (loc) 14-16 14-16 13 14 l/defl >446 >391 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H MII18 Weight: 372 lb FT = 4% GRIP 197/144 187/143 141/138 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* T3,T4: 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* B2: 1-1/2x2-5/8 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2, W2,W4: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 6-0-10, Right 2x6 SPF No.2 6-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS.(lb/size) 1=3159/Mechanical, 13=3274/Mechanical, 16=993/0-3-8 Max Horz1=445(LC 7) Max Uplift1=-118(LC 9), 13=-144(LC 9), 16=-89(LC 7) Max Grav1=3159(LC 1), 13=3362(LC 3), 16=1287(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4188/471, 2-3=-3537/503, 3-4=-3147/577, 4-22=-2253/96, 5-22=-2085/109, 5-6=-1152/159, 6-7=-621/159, 7-8=-608/172, 8-9=-1109/158, 9-23=-2420/176, 10-23=-2589/163, 10-11=-3122/578, 11-12=-3530/502, 12-13=-4222/470 BOT CHORD 1-18=-153/2829, 17-18=-148/2839, 16-17=-148/2839, 15-16=-148/2839, 14-15=-148/2839, 13-14=-154/2824 WEBS 11-14=0/522, 3-18=-395/872, 4-19=-2691/621, 19-20=-1465/705, 10-20=-1739/538, 5-21=-1220/0, 9-21=-1541/3, 5-19=-71/940, 9-20=-278/628, 19-21=-715/229, 20-21=-495/485 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00 and 21 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are MT20 plates unless otherwise indicated. 6) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 7) See BEH18 DETAILS for plate placement. 8) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (5.0 psf) on member(s). 4-19, 19-20, 10-20, 3-4, 4-5, 9-10, 10-11, 5-21, 9-21 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18, 14-16 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 1 and 144 lb uplift at joint 13. 14) STC24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 15) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 17) Attic room checked for L/360 deflection. LOAD CASE(S) Continued on page 2 Job 14112257B Truss T02 Truss Type ATTIC TRUSS Qty 9 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0007 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:19 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-X1SpYnZV0VoMS2KzX639Bbqlo29I28bL8Mgefuy5kjk LOAD CASE(S) 1) Dead + Snow (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-150, 3-5=-160, 5-6=-175, 6-7=-148, 7-8=-147, 8-9=-161, 9-11=-160, 11-13=-150, 5-9=-10 Horz: 5-6=27, 6-7=-4, 7-8=5, 8-9=-15 2) Dead + Snow (Unbal. Left) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-150, 3-22=-160, 5-22=-247, 5-6=-277, 6-7=-233, 7-8=-58, 8-9=-63, 9-11=-69, 11-13=-59, 5-9=-10 Horz: 5-6=42, 6-7=-7, 7-8=2, 8-9=-6 3) Dead + Snow (Unbal. Right) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-59, 3-5=-69, 5-6=-69, 6-7=-58, 7-8=-233, 8-9=-254, 9-23=-247, 11-23=-160, 11-13=-150, 5-9=-10 Horz: 5-6=10, 6-7=-2, 7-8=8, 8-9=-23 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-18=-40, 14-18=-20, 13-14=-40, 4-10=-10, 1-3=-20, 3-5=-30, 5-6=-23, 6-7=-20, 7-8=-20, 8-9=-21, 9-11=-30, 11-13=-20, 5-9=-10 Horz: 5-6=4, 6-7=-1, 7-8=1, 8-9=-2 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=38, 3-5=32, 5-6=36, 6-7=38, 7-8=38, 8-9=37, 9-11=32, 11-13=38, 5-9=-6 Horz: 1-5=-48, 5-6=-46, 6-7=-48, 7-8=48, 8-9=47, 9-13=48 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=-11, 3-5=-17, 5-6=-13, 6-7=-11, 7-8=19, 8-9=19, 9-11=13, 11-13=19, 5-9=-6 Horz: 1-5=1, 5-6=3, 6-7=1, 7-8=30, 8-9=28, 9-13=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=19, 3-5=13, 5-6=18, 6-7=19, 7-8=-11, 8-9=-12, 9-11=-17, 11-13=-11, 5-9=-6 Horz: 1-5=-29, 5-6=-27, 6-7=-30, 7-8=-1, 8-9=-2, 9-13=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=25, 3-5=19, 5-6=24, 6-7=26, 7-8=13, 8-9=12, 9-11=6, 11-13=12, 5-9=-6 Horz: 1-5=-35, 5-6=-34, 6-7=-36, 7-8=23, 8-9=21, 9-13=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=12, 3-5=6, 5-6=11, 6-7=13, 7-8=26, 8-9=25, 9-11=19, 11-13=25, 5-9=-6 Horz: 1-5=-22, 5-6=-21, 6-7=-23, 7-8=36, 8-9=35, 9-13=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=25, 3-5=19, 5-6=24, 6-7=26, 7-8=13, 8-9=12, 9-11=6, 11-13=12, 5-9=-6 Horz: 1-5=-35, 5-6=-34, 6-7=-36, 7-8=23, 8-9=21, 9-13=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=12, 3-5=6, 5-6=11, 6-7=13, 7-8=26, 8-9=25, 9-11=19, 11-13=25, 5-9=-6 Horz: 1-5=-22, 5-6=-21, 6-7=-23, 7-8=36, 8-9=35, 9-13=35 12) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-20, 3-5=-30, 5-6=-23, 6-7=-20, 7-8=-20, 8-9=-21, 9-11=-30, 11-13=-20, 5-9=-10 Horz: 5-6=4, 6-7=-1, 7-8=1, 8-9=-2 Job 14112257B Truss T02A Truss Type ATTIC TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0008 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:20 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-?D0Bm7a8npwD3Cv95paOjoNwYSVXnbrUN0PCBKy5kjj Scale = 1:73.0 B1 W1W1 W2 HW1 HW1 T1 T1 B1B1 B2 W4 W3 W7T2 T5 T3 T4 W5 W6 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 15 14 19 20 2122 23 165x10 5x6 5x6 7x14 MT20H 2x4 2x4 8x8 5x6 8x8 10x12 4x4 3x4 5x10 5x6 5x6 7x14 MT20H 6x6 4x4 3x4 3x4 BEH18D BEH18D HNH18 3x4 0-11-1416-0-0 8-1-29-10-4 9-10-4 15-10-12 6-0-8 18-0-0 2-1-4 26-1-12 8-1-12 36-0-0 9-10-4 5-0-14 5-0-14 9-10-4 4-9-6 13-11-2 4-0-14 18-0-0 4-0-14 22-0-14 4-0-14 26-1-12 4-0-14 30-10-8 4-8-12 30-11-2 0-0-10 36-0-0 5-0-14 1-8-115-2-11-8-10-11-149.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-6-0], [4:0-2-0,0-2-4], [5:0-3-0,0-3-12], [6:0-0-11,0-1-2], [7:0-2-1,0-2-12], [8:0-0-11,0-1-2], [9:0-1-0,0-2-0], [11:0-4-0,0-6-0], [14:0-3-0,0-2-0], [17:0-2-0,5-9-0], [18:0-6-0,0-2-8], [19:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.77 0.48 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.54 -0.62 0.05 0.19 (loc) 14-16 14-16 13 14 l/defl >446 >391 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H MII18 Weight: 372 lb FT = 4% GRIP 197/144 187/143 141/138 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* T3,T4: 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* B2: 1-1/2x2-5/8 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2, W2,W4: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 6-0-10, Right 2x6 SPF No.2 6-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS.(lb/size) 1=3159/Mechanical, 13=3274/0-5-8, 16=993/0-3-8 Max Horz1=445(LC 7) Max Uplift1=-118(LC 9), 13=-144(LC 9), 16=-89(LC 7) Max Grav1=3159(LC 1), 13=3362(LC 3), 16=1287(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4188/471, 2-3=-3537/503, 3-4=-3147/577, 4-22=-2253/96, 5-22=-2085/109, 5-6=-1152/159, 6-7=-621/159, 7-8=-608/172, 8-9=-1109/158, 9-23=-2420/176, 10-23=-2589/163, 10-11=-3122/578, 11-12=-3530/502, 12-13=-4222/470 BOT CHORD 1-18=-153/2829, 17-18=-148/2839, 16-17=-148/2839, 15-16=-148/2839, 14-15=-148/2839, 13-14=-154/2824 WEBS 11-14=0/522, 3-18=-395/872, 4-19=-2691/621, 19-20=-1465/705, 10-20=-1739/538, 5-21=-1220/0, 9-21=-1541/3, 5-19=-71/940, 9-20=-278/628, 19-21=-715/229, 20-21=-495/485 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00 and 21 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are MT20 plates unless otherwise indicated. 6) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 7) See BEH18 DETAILS for plate placement. 8) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (5.0 psf) on member(s). 4-19, 19-20, 10-20, 3-4, 4-5, 9-10, 10-11, 5-21, 9-21 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18, 14-16 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 1. 14) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 15) STC24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 16) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 17) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 18) Attic room checked for L/360 deflection. LOAD CASE(S) Continued on page 2 Job 14112257B Truss T02A Truss Type ATTIC TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0008 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:20 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-?D0Bm7a8npwD3Cv95paOjoNwYSVXnbrUN0PCBKy5kjj LOAD CASE(S) 1) Dead + Snow (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-150, 3-5=-160, 5-6=-175, 6-7=-148, 7-8=-147, 8-9=-161, 9-11=-160, 11-13=-150, 5-9=-10 Horz: 5-6=27, 6-7=-4, 7-8=5, 8-9=-15 2) Dead + Snow (Unbal. Left) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-150, 3-22=-160, 5-22=-247, 5-6=-277, 6-7=-233, 7-8=-58, 8-9=-63, 9-11=-69, 11-13=-59, 5-9=-10 Horz: 5-6=42, 6-7=-7, 7-8=2, 8-9=-6 3) Dead + Snow (Unbal. Right) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-59, 3-5=-69, 5-6=-69, 6-7=-58, 7-8=-233, 8-9=-254, 9-23=-247, 11-23=-160, 11-13=-150, 5-9=-10 Horz: 5-6=10, 6-7=-2, 7-8=8, 8-9=-23 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-18=-40, 14-18=-20, 13-14=-40, 4-10=-10, 1-3=-20, 3-5=-30, 5-6=-23, 6-7=-20, 7-8=-20, 8-9=-21, 9-11=-30, 11-13=-20, 5-9=-10 Horz: 5-6=4, 6-7=-1, 7-8=1, 8-9=-2 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=38, 3-5=32, 5-6=36, 6-7=38, 7-8=38, 8-9=37, 9-11=32, 11-13=38, 5-9=-6 Horz: 1-5=-48, 5-6=-46, 6-7=-48, 7-8=48, 8-9=47, 9-13=48 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=-11, 3-5=-17, 5-6=-13, 6-7=-11, 7-8=19, 8-9=19, 9-11=13, 11-13=19, 5-9=-6 Horz: 1-5=1, 5-6=3, 6-7=1, 7-8=30, 8-9=28, 9-13=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=19, 3-5=13, 5-6=18, 6-7=19, 7-8=-11, 8-9=-12, 9-11=-17, 11-13=-11, 5-9=-6 Horz: 1-5=-29, 5-6=-27, 6-7=-30, 7-8=-1, 8-9=-2, 9-13=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=25, 3-5=19, 5-6=24, 6-7=26, 7-8=13, 8-9=12, 9-11=6, 11-13=12, 5-9=-6 Horz: 1-5=-35, 5-6=-34, 6-7=-36, 7-8=23, 8-9=21, 9-13=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=12, 3-5=6, 5-6=11, 6-7=13, 7-8=26, 8-9=25, 9-11=19, 11-13=25, 5-9=-6 Horz: 1-5=-22, 5-6=-21, 6-7=-23, 7-8=36, 8-9=35, 9-13=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=25, 3-5=19, 5-6=24, 6-7=26, 7-8=13, 8-9=12, 9-11=6, 11-13=12, 5-9=-6 Horz: 1-5=-35, 5-6=-34, 6-7=-36, 7-8=23, 8-9=21, 9-13=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=12, 3-5=6, 5-6=11, 6-7=13, 7-8=26, 8-9=25, 9-11=19, 11-13=25, 5-9=-6 Horz: 1-5=-22, 5-6=-21, 6-7=-23, 7-8=36, 8-9=35, 9-13=35 12) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-20, 3-5=-30, 5-6=-23, 6-7=-20, 7-8=-20, 8-9=-21, 9-11=-30, 11-13=-20, 5-9=-10 Horz: 5-6=4, 6-7=-1, 7-8=1, 8-9=-2 Job 14112257B Truss T02AG Truss Type ATTIC TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0009 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:21 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-TQaazTbmY724hMUMfX5dG0w4IsugW77ecg9lkmy5kji Scale = 1:72.8 B1 W1W1 W2 HW1 HW1 T1 T1 B1B1 B2 W4 W3 W7T2 T5 T3 T4 W5 W6 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 15 14 19 20 21 22 23 16 5x10 5x6 5x6 6x6 2x4 2x4 8x8 5x6 8x8 5x6 4x4 3x4 5x10 5x6 5x6 8x8 4x4 4x4 3x4 3x4 BEH18D BEH18D HNH18 3x4 0-11-1416-0-0 8-1-29-10-4 9-10-4 15-10-12 6-0-8 18-0-0 2-1-4 26-1-12 8-1-12 36-0-0 9-10-4 5-0-14 5-0-14 9-10-4 4-9-6 13-11-2 4-0-14 18-0-0 4-0-14 22-0-14 4-0-14 26-1-12 4-0-14 30-10-8 4-8-12 30-11-2 0-0-10 36-0-0 5-0-14 1-8-115-2-11-8-10-11-149.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-6-0], [4:0-2-0,0-2-4], [5:0-1-0,0-2-0], [6:0-0-11,0-1-2], [7:0-2-1,0-2-12], [8:0-0-11,0-1-2], [9:0-1-0,0-2-0], [11:0-4-0,0-6-0], [14:0-3-0,0-2-0], [17:0-2-0,5-9-0], [18:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.77 0.30 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.27 0.05 0.06 (loc) 14 14 13 13-14 l/defl >999 >901 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MII18 Weight: 372 lb FT = 4% GRIP 197/144 141/138 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* T3,T4: 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* B2: 1-1/2x2-5/8 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2, W2,W4: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 6-0-10, Right 2x6 SPF No.2 6-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 19-20 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS.(lb/size) 1=3194/15-9-0, 18=-71/15-9-0, 13=3281/0-5-8, 16=1023/0-3-8 Max Horz1=445(LC 7) Max Uplift1=-207(LC 9), 18=-1205(LC 3), 13=-159(LC 9) Max Grav1=3194(LC 1), 18=983(LC 2), 13=3467(LC 3), 16=1091(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4214/446, 2-3=-3814/478, 3-4=-3159/565, 4-22=-2120/87, 5-22=-2015/100, 5-6=-1152/159, 6-7=-621/159, 7-8=-608/172, 8-9=-1109/158, 9-23=-2110/193, 10-23=-2279/180, 10-11=-3425/560, 11-12=-3800/482, 12-13=-4408/450 BOT CHORD 1-18=-137/2994, 17-18=-130/3053, 16-17=-130/3053, 15-16=-130/3053, 14-15=-130/3053, 13-14=-136/3040 WEBS 11-14=0/442, 3-18=-736/1291, 4-19=-2745/618, 19-20=-1595/683, 10-20=-1681/493, 5-21=-1140/0, 9-21=-1266/18, 5-19=0/775, 9-20=-61/450, 19-21=-496/65, 20-21=-328/277 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00 and 21 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are MT20 plates unless otherwise indicated. 6) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 7) See BEH18 DETAILS for plate placement. 8) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (5.0 psf) on member(s). 4-19, 19-20, 10-20, 3-4, 4-5, 9-10, 10-11, 5-21, 9-21 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18, 14-16 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 1, 1205 lb uplift at joint 18 and 159 lb uplift at joint 13. 13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 15) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 16) Attic room checked for L/360 deflection. LOAD CASE(S) 1) Dead + Snow (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 14112257B Truss T02AG Truss Type ATTIC TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0009 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:21 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-TQaazTbmY724hMUMfX5dG0w4IsugW77ecg9lkmy5kji LOAD CASE(S) Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-150, 3-5=-160, 5-6=-175, 6-7=-148, 7-8=-147, 8-9=-161, 9-11=-160, 11-13=-150, 5-9=-10 Horz: 5-6=27, 6-7=-4, 7-8=5, 8-9=-15 2) Dead + Snow (Unbal. Left) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-150, 3-22=-160, 5-22=-247, 5-6=-277, 6-7=-233, 7-8=-58, 8-9=-63, 9-11=-69, 11-13=-59, 5-9=-10 Horz: 5-6=42, 6-7=-7, 7-8=2, 8-9=-6 3) Dead + Snow (Unbal. Right) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-59, 3-5=-69, 5-6=-69, 6-7=-58, 7-8=-233, 8-9=-254, 9-23=-247, 11-23=-160, 11-13=-150, 5-9=-10 Horz: 5-6=10, 6-7=-2, 7-8=8, 8-9=-23 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-18=-40, 14-18=-20, 13-14=-40, 4-10=-10, 1-3=-20, 3-5=-30, 5-6=-23, 6-7=-20, 7-8=-20, 8-9=-21, 9-11=-30, 11-13=-20, 5-9=-10 Horz: 5-6=4, 6-7=-1, 7-8=1, 8-9=-2 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=38, 3-5=32, 5-6=36, 6-7=38, 7-8=38, 8-9=37, 9-11=32, 11-13=38, 5-9=-6 Horz: 1-5=-48, 5-6=-46, 6-7=-48, 7-8=48, 8-9=47, 9-13=48 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=-11, 3-5=-17, 5-6=-13, 6-7=-11, 7-8=19, 8-9=19, 9-11=13, 11-13=19, 5-9=-6 Horz: 1-5=1, 5-6=3, 6-7=1, 7-8=30, 8-9=28, 9-13=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=19, 3-5=13, 5-6=18, 6-7=19, 7-8=-11, 8-9=-12, 9-11=-17, 11-13=-11, 5-9=-6 Horz: 1-5=-29, 5-6=-27, 6-7=-30, 7-8=-1, 8-9=-2, 9-13=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=25, 3-5=19, 5-6=24, 6-7=26, 7-8=13, 8-9=12, 9-11=6, 11-13=12, 5-9=-6 Horz: 1-5=-35, 5-6=-34, 6-7=-36, 7-8=23, 8-9=21, 9-13=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=12, 3-5=6, 5-6=11, 6-7=13, 7-8=26, 8-9=25, 9-11=19, 11-13=25, 5-9=-6 Horz: 1-5=-22, 5-6=-21, 6-7=-23, 7-8=36, 8-9=35, 9-13=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=25, 3-5=19, 5-6=24, 6-7=26, 7-8=13, 8-9=12, 9-11=6, 11-13=12, 5-9=-6 Horz: 1-5=-35, 5-6=-34, 6-7=-36, 7-8=23, 8-9=21, 9-13=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-10, 4-10=-6, 1-3=12, 3-5=6, 5-6=11, 6-7=13, 7-8=26, 8-9=25, 9-11=19, 11-13=25, 5-9=-6 Horz: 1-5=-22, 5-6=-21, 6-7=-23, 7-8=36, 8-9=35, 9-13=35 12) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-18=-20, 14-18=-80, 13-14=-20, 4-10=-10, 1-3=-20, 3-5=-30, 5-6=-23, 6-7=-20, 7-8=-20, 8-9=-21, 9-11=-30, 11-13=-20, 5-9=-10 Horz: 5-6=4, 6-7=-1, 7-8=1, 8-9=-2 Job 14112257B Truss T02GE Truss Type COMMON TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0010 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:22 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-xc8yBpcOJQAxJW3YCEcspDSE4FDZFdQnrKuIGDy5kjh Scale = 1:71.6 4-2-14-2-1W1 T2 T6 W1 B1 ST7ST7ST7ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T3 B1B1 T4 T5 T1 T1 1 2 3 4 5 6 7 8 9 10 13 16 1819 20 21 22 23 24 25 26 11 12 14 15 17 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 4x4 4x4 3x4 BEH18D BEH18D 3x4 4x4 4x4 5x6 5x6 5x8 5x6 HNH18 36-0-0 36-0-0 11-9-4 11-9-4 18-0-0 6-2-12 24-2-12 6-2-12 36-0-0 11-9-4 1-8-111-0-015-2-11-8-111-0-09.00 12 Plate Offsets (X,Y)-- [9:0-1-1,0-2-8], [10:0-0-11,0-1-2], [13:0-1-5,0-1-12], [16:11-6-5,22-8-14], [18:0-2-1,0-2-8], [27:Edge,0-3-8], [33:0-3-0,0-3-0], [39:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.83 0.26 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MII18 Weight: 263 lb FT = 4% GRIP 197/144 141/138 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x6 SPF No.2, T5: 2x4 DF 2850F 2.3E, T1: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* ST3,ST2,ST1: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-38, 8-39, 7-40, 17-34, 19-33, 20-32 JOINTS 1 Brace at Jt(s): 14, 12, 15 REACTIONS.(lb/size) 45=193/36-0-0, 27=193/36-0-0, 36=11/36-0-0, 37=-1/36-0-0, 38=457/36-0-0, 39=752/36-0-0, 40=303/36-0-0, 41=342/36-0-0, 42=337/36-0-0, 43=346/36-0-0, 44=318/36-0-0, 35=-1/36-0-0, 34=364/36-0-0, 33=790/36-0-0, 32=326/36-0-0, 31=337/36-0-0, 30=338/36-0-0, 29=346/36-0-0, 28=318/36-0-0 Max Horz45=-411(LC 6) Max Uplift45=-346(LC 6), 27=-308(LC 7), 37=-12(LC 2), 38=-41(LC 7), 39=-1(LC 7), 40=-58(LC 8), 41=-73(LC 8), 42=-77(LC 8), 43=-52(LC 9), 44=-323(LC 7), 35=-12(LC 3), 34=-15(LC 6), 33=-2(LC 6), 32=-65(LC 9), 31=-72(LC 9), 30=-77(LC 9), 29=-50(LC 8), 28=-296(LC 6) Max Grav45=367(LC 7), 27=329(LC 6), 36=76(LC 4), 37=75(LC 4), 38=595(LC 2), 39=902(LC 2), 40=373(LC 2), 41=345(LC 2), 42=337(LC 1), 43=346(LC 1), 44=324(LC 2), 35=75(LC 4), 34=466(LC 3), 33=970(LC 3), 32=406(LC 3), 31=337(LC 1), 30=338(LC 1), 29=346(LC 1), 28=325(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-45=-242/243, 1-2=-324/325, 2-3=-194/252, 3-4=-155/264, 4-5=-140/294, 5-6=-141/382, 6-7=-32/388, 7-8=-137/468, 8-9=-400/436, 9-10=-992/153, 10-13=-606/170, 13-16=-606/162, 16-18=-1009/150, 18-19=-457/451, 19-20=-152/473, 20-21=-14/387, 21-22=-139/381, 22-23=-141/294, 23-24=-141/236, 24-25=-168/226, 25-26=-290/291, 26-27=-215/217, 9-11=0/447, 11-12=0/447, 12-14=0/447, 14-15=0/447, 15-17=0/447, 17-18=0/447 BOT CHORD 44-45=-188/201, 43-44=-188/201, 42-43=-188/201, 41-42=-188/201, 40-41=-188/201, 39-40=-188/201, 38-39=-188/201, 37-38=-188/201, 36-37=-188/201, 35-36=-188/201, 34-35=-188/201, 33-34=-188/201, 32-33=-188/201, 31-32=-188/201, 30-31=-188/201, 29-30=-188/201, 28-29=-188/201, 27-28=-188/201 WEBS 14-36=-4/29, 12-37=-2/52, 11-38=-555/62, 8-39=-862/21, 7-40=-333/113, 5-41=-304/136, 4-42=-298/129, 3-43=-302/128, 2-44=-299/198, 15-35=-2/52, 17-34=-426/35, 19-33=-930/22, 20-32=-366/123, 22-31=-297/134, 23-30=-299/130, 24-29=-302/128, 25-28=-299/186 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00, 26 = 0.00, 27 = 0.00, 28 = 0.00, 29 = 0.00, 30 = 0.00, 31 = 0.00, 32 = 0.00, 33 = 0.00, 34 = 0.00, 35 = 0.00, 36 = 0.00, 37 = 0.00, 38 = 0.00, 39 = 0.00, 40 = 0.00, 41 = 0.00, 42 = 0.00, 43 = 0.00, 44 = 0.00 and 45 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 10) See BEH18 DETAILS for plate placement. 11) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 12) Gable requires continuous bottom chord bearing. 13) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 14) Gable studs spaced at 2-0-0 oc. 15) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job 14112257B Truss T02GE Truss Type COMMON TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0010 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:22 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-xc8yBpcOJQAxJW3YCEcspDSE4FDZFdQnrKuIGDy5kjh NOTES- 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 45, 308 lb uplift at joint 27, 12 lb uplift at joint 37, 41 lb uplift at joint 38, 1 lb uplift at joint 39, 58 lb uplift at joint 40, 73 lb uplift at joint 41, 77 lb uplift at joint 42, 52 lb uplift at joint 43, 323 lb uplift at joint 44, 12 lb uplift at joint 35, 15 lb uplift at joint 34, 2 lb uplift at joint 33, 65 lb uplift at joint 32, 72 lb uplift at joint 31, 77 lb uplift at joint 30, 50 lb uplift at joint 29 and 296 lb uplift at joint 28. 17) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 18) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 19) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-150, 9-10=-155, 10-13=-149, 13-16=-149, 16-18=-158, 18-26=-150, 27-45=-20 Horz: 9-10=7, 10-13=-2, 13-16=2, 16-18=-10 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-150, 6-9=-211, 9-10=-218, 10-13=-210, 13-16=-59, 16-18=-62, 18-26=-59, 27-45=-20 Horz: 9-10=9, 10-13=-3, 13-16=1, 16-18=-4 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-59, 9-10=-61, 10-13=-59, 13-16=-210, 16-18=-222, 18-21=-211, 21-26=-150, 27-45=-20 Horz: 9-10=3, 10-13=-1, 13-16=2, 16-18=-14 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-20, 9-10=-21, 10-13=-20, 13-16=-20, 16-18=-21, 18-26=-20, 27-45=-40 Horz: 9-10=1, 10-13=-0, 13-16=0, 16-18=-1 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=38, 9-10=38, 10-13=38, 13-16=38, 16-18=38, 18-26=38, 27-45=-10 Horz: 1-9=-48, 9-10=-48, 10-13=-48, 13-16=48, 16-18=47, 18-26=48 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-11, 9-10=-12, 10-13=-11, 13-16=19, 16-18=19, 18-26=19, 27-45=-10 Horz: 1-9=1, 9-10=2, 10-13=1, 13-16=29, 16-18=29, 18-26=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=19, 9-10=19, 10-13=19, 13-16=-11, 16-18=-12, 18-26=-11, 27-45=-10 Horz: 1-9=-29, 9-10=-29, 10-13=-29, 13-16=-1, 16-18=-2, 18-26=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=25, 9-10=25, 10-13=26, 13-16=12, 16-18=12, 18-26=12, 27-45=-10 Horz: 1-9=-35, 9-10=-35, 10-13=-36, 13-16=23, 16-18=22, 18-26=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=12, 9-10=12, 10-13=13, 13-16=26, 16-18=25, 18-26=25, 27-45=-10 Horz: 1-9=-22, 9-10=-22, 10-13=-23, 13-16=36, 16-18=35, 18-26=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=25, 9-10=25, 10-13=26, 13-16=12, 16-18=12, 18-26=12, 27-45=-10 Horz: 1-9=-35, 9-10=-35, 10-13=-36, 13-16=23, 16-18=22, 18-26=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=12, 9-10=12, 10-13=13, 13-16=26, 16-18=25, 18-26=25, 27-45=-10 Horz: 1-9=-22, 9-10=-22, 10-13=-23, 13-16=36, 16-18=35, 18-26=35 Job 14112257B Truss T03 Truss Type COMMON TRUSS Qty 5 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0011 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:23 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-PoiKO9c04kIowgekmy75LR?NMfRY_zHx3_esofy5kjg Scale = 1:59.1 T1 T2 B1 W4 W3W3 W1 W2 W1 W2 B1 1 2 3 4 5 6 7 10 9 8 11 12 4x4 6x8 4x4 4x4 2x4 4x4 4x4 2x4 10-0-0 10-0-0 20-0-0 10-0-0 -1-0-0 1-0-0 3-9-10 3-9-10 10-0-0 6-2-6 16-2-6 6-2-6 20-0-0 3-9-10 21-0-0 1-0-0 1-11-111-11-11-11-112.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-8], [6:0-2-0,0-0-12], [8:0-1-12,0-2-0], [9:0-4-0,Edge], [10:0-1-12,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.99 0.78 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.48 0.03 0.02 (loc) 8-9 8-9 8 9 l/defl >999 >497 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 107 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W4,W3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9 REACTIONS.(lb/size) 10=1297/0-3-8, 8=1297/0-3-8 Max Horz10=-300(LC 6) Max Uplift10=-128(LC 8), 8=-128(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/146, 2-3=-149/143, 3-11=-986/361, 4-11=-753/384, 4-12=-753/384, 5-12=-986/362, 5-6=-144/151, 6-7=0/146, 2-10=-278/203, 6-8=-269/197 BOT CHORD 9-10=-219/676, 8-9=-81/676 WEBS 4-9=-284/461, 5-9=-245/310, 3-9=-248/310, 3-10=-1126/228, 5-8=-1136/235 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 8 = 0.00, 9 = 0.00 and 10 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) STC24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-4=-100, 4-6=-100, 6-7=-100, 8-10=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-11=-100, 4-11=-149, 4-6=-44, 6-7=-44, 8-10=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-4=-44, 4-12=-149, 6-12=-100, 6-7=-100, 8-10=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 6-7=-20, 8-10=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-4=38, 4-6=38, 6-7=63, 8-10=-10 Horz: 1-2=-73, 2-4=-48, 4-6=48, 6-7=73 Continued on page 2 Job 14112257B Truss T03 Truss Type COMMON TRUSS Qty 5 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0011 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:23 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-PoiKO9c04kIowgekmy75LR?NMfRY_zHx3_esofy5kjg LOAD CASE(S) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=-11, 4-6=19, 6-7=11, 8-10=-10 Horz: 1-2=-23, 2-4=1, 4-6=29, 6-7=21 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=19, 4-6=-11, 6-7=13, 8-10=-10 Horz: 1-2=-21, 2-4=-29, 4-6=-1, 6-7=23 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-4=25, 4-6=12, 6-7=5, 8-10=-10 Horz: 1-2=-56, 2-4=-35, 4-6=22, 6-7=15 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=12, 4-6=25, 6-7=46, 8-10=-10 Horz: 1-2=-15, 2-4=-22, 4-6=35, 6-7=56 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-4=25, 4-6=12, 6-7=5, 8-10=-10 Horz: 1-2=-56, 2-4=-35, 4-6=22, 6-7=15 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=12, 4-6=25, 6-7=46, 8-10=-10 Horz: 1-2=-15, 2-4=-22, 4-6=35, 6-7=56 12) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-4=-20, 4-6=-20, 6-7=-180, 8-10=-20 Job 14112257B Truss T03GDR Truss Type COMMON TRUSS Qty 1 Ply 2 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0012 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:24 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-t?GicVder2QfYpDxKfeKueYdM3skjRG4IeNPK5y5kjf Scale = 1:59.0 T1 T1 B2 W3 W2 W1W2W1 B3 HW1 HW2 B1 B1 B1 B1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 12x18 MT18HS 5x10 5x10 5x12 10x12 5x10 5x10 7x14 MT20H7x16 MT18HS 6x8 5x12 6x8 5x12 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 1-11-111-11-11-11-112.00 12 Plate Offsets (X,Y)-- [3:0-1-0,0-3-12], [5:0-1-0,0-3-12], [7:0-7-13,0-1-0], [9:0-8-0,0-2-8], [12:0-8-0,0-2-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.66 0.47 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.23 0.05 0.04 (loc) 11-12 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H MT18HS Weight: 507 lb FT = 4% GRIP 197/144 187/143 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W3: 2x4 SPF 2100F 1.8E SLIDER Left 2x8 SP No.1 3-10-11, Right 2x10 SP 2400F 2.0E 3-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=16149/(0-5-8 + bearing block) (req. 0-6-11), 7=16297/(0-5-8 + bearing block) (req. 0-6-12) Max Horz1=341(LC 12) Max Uplift1=-785(LC 8), 7=-792(LC 7) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-16748/842, 2-3=-16550/862, 3-14=-11697/699, 4-14=-11556/723, 4-15=-11569/724, 5-15=-11709/700, 5-6=-16498/859, 6-7=-16686/822 BOT CHORD 1-13=-642/10611, 13-16=-642/10611, 16-17=-642/10611, 12-17=-642/10611, 12-18=-645/10690, 18-19=-645/10690, 11-19=-645/10690, 11-20=-471/10694, 10-20=-471/10694, 9-10=-471/10694, 9-21=-468/10615, 21-22=-468/10615, 8-22=-468/10615, 7-8=-468/10615 WEBS 4-11=-857/15090, 5-11=-3554/365, 5-9=-293/7155, 3-11=-3549/364, 3-12=-294/7246 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 1 = 0.00, 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 7 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00 and 13 = 0.00 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 2x10 SP 2400F 2.0E bearing block 12" long at jt. 1 attached to each face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total fasteners per block. Bearing is assumed to be SP 2400F 2.0E. 4) 2x10 SP 2400F 2.0E bearing block 12" long at jt. 7 attached to each face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total fasteners per block. Bearing is assumed to be SP 2400F 2.0E. 5) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 7) Unbalanced snow loads have been considered for this design. 8) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 1 and 792 lb uplift at joint 7. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 18-0-12 to connect truss(es) T02 (1 ply 2x10 SP) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) 1) Dead + Snow (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-100, 4-7=-100, 1-7=-20 Continued on page 2 Job 14112257B Truss T03GDR Truss Type COMMON TRUSS Qty 1 Ply 2 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0012 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:24 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-t?GicVder2QfYpDxKfeKueYdM3skjRG4IeNPK5y5kjf LOAD CASE(S) Concentrated Loads (lb) Vert: 10=-3338(B) 11=-3338(B) 16=-3338(B) 17=-3338(B) 18=-3338(B) 19=-3338(B) 20=-3338(B) 21=-3338(B) 22=-3338(B) 2) Dead + Snow (Unbal. Left) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-14=-100, 4-14=-146, 4-7=-44, 1-7=-20 Concentrated Loads (lb) Vert: 10=-3338(B) 11=-3338(B) 16=-3338(B) 17=-3338(B) 18=-3338(B) 19=-3338(B) 20=-3338(B) 21=-3338(B) 22=-3338(B) 3) Dead + Snow (Unbal. Right) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-44, 4-15=-146, 7-15=-100, 1-7=-20 Concentrated Loads (lb) Vert: 10=-3338(B) 11=-3338(B) 16=-3338(B) 17=-3338(B) 18=-3338(B) 19=-3338(B) 20=-3338(B) 21=-3338(B) 22=-3338(B) 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 1-7=-40 Concentrated Loads (lb) Vert: 10=-946(B) 11=-946(B) 16=-946(B) 17=-946(B) 18=-946(B) 19=-946(B) 20=-946(B) 21=-946(B) 22=-946(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-11, 4-7=19, 1-7=-10 Horz: 1-4=1, 4-7=29 Concentrated Loads (lb) Vert: 10=154(B) 11=154(B) 16=154(B) 17=154(B) 18=154(B) 19=154(B) 20=154(B) 21=154(B) 22=154(B) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=19, 4-7=-11, 1-7=-10 Horz: 1-4=-29, 4-7=-1 Concentrated Loads (lb) Vert: 10=154(B) 11=154(B) 16=154(B) 17=154(B) 18=154(B) 19=154(B) 20=154(B) 21=154(B) 22=154(B) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=154(B) 11=154(B) 16=154(B) 17=154(B) 18=154(B) 19=154(B) 20=154(B) 21=154(B) 22=154(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=154(B) 11=154(B) 16=154(B) 17=154(B) 18=154(B) 19=154(B) 20=154(B) 21=154(B) 22=154(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=154(B) 11=154(B) 16=154(B) 17=154(B) 18=154(B) 19=154(B) 20=154(B) 21=154(B) 22=154(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=154(B) 11=154(B) 16=154(B) 17=154(B) 18=154(B) 19=154(B) 20=154(B) 21=154(B) 22=154(B) 11) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-11, 4-7=19, 1-7=-10 Horz: 1-4=1, 4-7=29 Concentrated Loads (lb) Vert: 10=-283(B) 11=-283(B) 16=-283(B) 17=-283(B) 18=-283(B) 19=-283(B) 20=-283(B) 21=-283(B) 22=-283(B) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=19, 4-7=-11, 1-7=-10 Horz: 1-4=-29, 4-7=-1 Concentrated Loads (lb) Vert: 10=-283(B) 11=-283(B) 16=-283(B) 17=-283(B) 18=-283(B) 19=-283(B) 20=-283(B) 21=-283(B) 22=-283(B) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=-283(B) 11=-283(B) 16=-283(B) 17=-283(B) 18=-283(B) 19=-283(B) 20=-283(B) 21=-283(B) 22=-283(B) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=-283(B) 11=-283(B) 16=-283(B) 17=-283(B) 18=-283(B) 19=-283(B) 20=-283(B) 21=-283(B) 22=-283(B) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=25, 4-7=12, 1-7=-10 Horz: 1-4=-35, 4-7=22 Concentrated Loads (lb) Vert: 10=-283(B) 11=-283(B) 16=-283(B) 17=-283(B) 18=-283(B) 19=-283(B) 20=-283(B) 21=-283(B) 22=-283(B) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=25, 1-7=-10 Horz: 1-4=-22, 4-7=35 Concentrated Loads (lb) Vert: 10=-283(B) 11=-283(B) 16=-283(B) 17=-283(B) 18=-283(B) 19=-283(B) 20=-283(B) 21=-283(B) 22=-283(B) Job 14112257B Truss T03GE Truss Type COMMON TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0013 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:24 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-t?GicVder2QfYpDxKfeKueYil3wijXr4IeNPK5y5kjf Scale = 1:56.6 W1 T1 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 4x4 4x4 4x4 3x4 5x6 20-0-0 20-0-0 -1-0-0 1-0-0 10-0-0 10-0-0 20-0-0 10-0-0 21-0-0 1-0-0 1-11-111-11-11-11-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [12:0-2-0,0-1-12], [14:Edge,0-1-8], [19:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.38 0.21 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.01 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 133 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* ST2,ST1: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 6-20, 8-18 REACTIONS.(lb/size) 24=236/20-0-0, 14=236/20-0-0, 19=229/20-0-0, 20=251/20-0-0, 21=237/20-0-0, 22=246/20-0-0, 23=212/20-0-0, 18=251/20-0-0, 17=237/20-0-0, 16=246/20-0-0, 15=212/20-0-0 Max Horz24=-300(LC 6) Max Uplift24=-330(LC 6), 14=-315(LC 7), 20=-80(LC 8), 21=-120(LC 8), 22=-70(LC 8), 23=-309(LC 7), 18=-80(LC 9), 17=-120(LC 9), 16=-71(LC 9), 15=-299(LC 6) Max Grav24=292(LC 7), 14=277(LC 6), 19=485(LC 9), 20=354(LC 2), 21=251(LC 2), 22=246(LC 1), 23=258(LC 6), 18=354(LC 3), 17=251(LC 3), 16=246(LC 1), 15=248(LC 7) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-243/258, 1-2=0/146, 2-3=-247/300, 3-4=-85/231, 4-5=-67/365, 5-25=-75/506, 6-25=0/513, 6-7=-116/624, 7-8=-116/624, 8-26=0/513, 9-26=-75/506, 9-10=-67/365, 10-11=-75/231, 11-12=-235/287, 12-13=0/146, 12-14=-243/247 BOT CHORD 23-24=-128/165, 22-23=-128/165, 21-22=-128/165, 20-21=-128/165, 19-20=-128/165, 18-19=-128/165, 17-18=-128/165, 16-17=-128/165, 15-16=-128/165, 14-15=-128/165 WEBS 7-19=-773/0, 6-20=-314/135, 5-21=-211/191, 4-22=-206/169, 3-23=-172/212, 8-18=-314/135, 9-17=-211/191, 10-16=-206/169, 11-15=-172/207 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00 and 24 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 24, 315 lb uplift at joint 14, 80 lb uplift at joint 20, 120 lb uplift at joint 21, 70 lb uplift at joint 22, 309 lb uplift at joint 23, 80 lb uplift at joint 18, 120 lb uplift at joint 17, 71 lb uplift at joint 16 and 299 lb uplift at joint 15. 13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-7=-100, 7-12=-100, 12-13=-100, 14-24=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-25=-100, 7-25=-149, 7-12=-44, 12-13=-44, 14-24=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 14112257B Truss T03GE Truss Type COMMON TRUSS Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0013 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:24 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-t?GicVder2QfYpDxKfeKueYil3wijXr4IeNPK5y5kjf LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-44, 2-7=-44, 7-26=-149, 12-26=-100, 12-13=-100, 14-24=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-7=-20, 7-12=-20, 12-13=-20, 14-24=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-7=38, 7-12=38, 12-13=63, 14-24=-10 Horz: 1-2=-73, 2-7=-48, 7-12=48, 12-13=73 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-7=-11, 7-12=19, 12-13=11, 14-24=-10 Horz: 1-2=-23, 2-7=1, 7-12=29, 12-13=21 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-7=19, 7-12=-11, 12-13=13, 14-24=-10 Horz: 1-2=-21, 2-7=-29, 7-12=-1, 12-13=23 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-7=25, 7-12=12, 12-13=5, 14-24=-10 Horz: 1-2=-56, 2-7=-35, 7-12=22, 12-13=15 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-7=12, 7-12=25, 12-13=46, 14-24=-10 Horz: 1-2=-15, 2-7=-22, 7-12=35, 12-13=56 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-7=25, 7-12=12, 12-13=5, 14-24=-10 Horz: 1-2=-56, 2-7=-35, 7-12=22, 12-13=15 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-7=12, 7-12=25, 12-13=46, 14-24=-10 Horz: 1-2=-15, 2-7=-22, 7-12=35, 12-13=56 12) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-7=-20, 7-12=-20, 12-13=-180, 14-24=-20 Job 14112257B Truss V01 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0014 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:25 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-LBq4preGcLYWAzo7uNAZQs4sRTHfS1yEXI7ztYy5kje Scale = 1:36.7 T1 T1 B1 ST2 ST1 ST1 B1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 5x6 2x4 2x4 2x4 2x4 18-7-3 18-7-3 9-3-10 9-3-10 18-7-3 9-3-10 0-0-47-9-00-0-410.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.44 0.17 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST2: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=276/18-6-10, 5=275/18-6-10, 7=281/18-6-10, 8=652/18-6-10, 6=652/18-6-10 Max Horz1=-228(LC 6) Max Uplift1=-34(LC 6), 8=-221(LC 8), 6=-221(LC 9) Max Grav1=276(LC 1), 5=275(LC 1), 7=281(LC 1), 8=703(LC 2), 6=703(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-198/137, 2-9=-249/175, 3-9=-64/198, 3-10=-64/198, 4-10=-248/175, 4-5=-198/122 BOT CHORD 1-8=-41/149, 7-8=-41/149, 6-7=-41/149, 5-6=-41/149 WEBS 3-7=-229/0, 2-8=-578/370, 4-6=-578/370 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 221 lb uplift at joint 8 and 221 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 3-5=-100, 1-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-100, 3-9=-138, 3-5=-44, 1-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-44, 3-10=-138, 5-10=-100, 1-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 3-5=38, 1-5=-10 Horz: 1-3=-48, 3-5=48 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V01 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0014 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:25 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-LBq4preGcLYWAzo7uNAZQs4sRTHfS1yEXI7ztYy5kje LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-11, 3-5=19, 1-5=-10 Horz: 1-3=1, 3-5=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=-11, 1-5=-10 Horz: 1-3=-29, 3-5=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 Job 14112257B Truss V02 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0015 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:25 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-LBq4preGcLYWAzo7uNAZQs4ufTIoS2WEXI7ztYy5kje Scale = 1:29.9 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 15-0-0 15-0-0 7-6-0 7-6-0 15-0-0 7-6-0 0-0-46-3-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.30 0.09 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=187/14-11-6, 5=187/14-11-6, 7=333/14-11-6, 8=498/14-11-6, 6=498/14-11-6 Max Horz1=-182(LC 6) Max Uplift1=-40(LC 6), 5=-7(LC 7), 8=-173(LC 8), 6=-173(LC 9) Max Grav1=187(LC 1), 5=187(LC 1), 7=333(LC 1), 8=536(LC 2), 6=536(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/111, 2-9=-234/137, 3-9=-88/152, 3-10=-88/153, 4-10=-234/137, 4-5=-141/59 BOT CHORD 1-8=-36/107, 7-8=-36/107, 6-7=-36/107, 5-6=-36/107 WEBS 3-7=-255/5, 2-8=-452/299, 4-6=-452/299 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1, 7 lb uplift at joint 5, 173 lb uplift at joint 8 and 173 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 3-5=-100, 1-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-100, 3-9=-131, 3-5=-44, 1-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-44, 3-10=-131, 5-10=-100, 1-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=39, 3-5=39, 1-5=-10 Horz: 1-3=-49, 3-5=49 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V02 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0015 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:25 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-LBq4preGcLYWAzo7uNAZQs4ufTIoS2WEXI7ztYy5kje LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-11, 3-5=19, 1-5=-10 Horz: 1-3=1, 3-5=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=-11, 1-5=-10 Horz: 1-3=-29, 3-5=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 Job 14112257B Truss V03 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0016 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:26 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-qNNT0BfuNfgMn7NJR4hoz3d3qteuBWwNlysWP_y5kjd Scale = 1:23.5 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 11-4-13 11-4-13 5-8-6 5-8-6 11-4-13 5-8-6 0-0-44-9-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.27 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=24/11-4-3, 5=24/11-4-3, 7=344/11-4-3, 8=440/11-4-3, 6=440/11-4-3 Max Horz1=-136(LC 6) Max Uplift1=-61(LC 6), 5=-36(LC 7), 8=-159(LC 8), 6=-159(LC 9) Max Grav1=105(LC 7), 5=80(LC 6), 7=344(LC 1), 8=471(LC 2), 6=471(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-153/93, 2-9=-228/102, 3-9=-85/114, 3-10=-85/114, 4-10=-228/102, 4-5=-114/54 BOT CHORD 1-8=-29/76, 7-8=-29/76, 6-7=-29/76, 5-6=-29/76 WEBS 3-7=-257/24, 2-8=-418/294, 4-6=-418/294 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 1, 36 lb uplift at joint 5, 159 lb uplift at joint 8 and 159 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 3-5=-100, 1-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-100, 3-9=-123, 3-5=-44, 1-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-44, 3-10=-123, 5-10=-100, 1-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=41, 3-5=41, 1-5=-10 Horz: 1-3=-51, 3-5=51 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V03 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0016 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:26 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-qNNT0BfuNfgMn7NJR4hoz3d3qteuBWwNlysWP_y5kjd LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-11, 3-5=19, 1-5=-10 Horz: 1-3=1, 3-5=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=-11, 1-5=-10 Horz: 1-3=-29, 3-5=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 Job 14112257B Truss V04 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0017 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:26 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-qNNT0BfuNfgMn7NJR4hoz3d2vtetBWeNlysWP_y5kjd Scale = 1:17.7 T1 T1 B1 ST1 1 2 3 4 5 6 2x4 3x4 2x4 1.5x3 7-9-10 7-9-10 3-10-13 3-10-13 7-9-10 3-10-13 0-0-43-3-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.33 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=253/7-9-0, 3=253/7-9-0, 4=334/7-9-0 Max Horz1=-89(LC 6) Max Uplift1=-38(LC 8), 3=-45(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-171/58, 2-5=-39/67, 2-6=-39/67, 3-6=-171/58 BOT CHORD 1-4=-22/62, 3-4=-22/62 WEBS 2-4=-246/79 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 1 and 45 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 1-3=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-100, 2-5=-113, 2-3=-44, 1-3=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-6=-113, 3-6=-100, 1-3=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 1-3=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 2-3=44, 1-3=-10 Horz: 1-2=-54, 2-3=54 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-3=19, 1-3=-10 Horz: 1-2=1, 2-3=29 Continued on page 2 Job 14112257B Truss V04 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0017 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:26 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-qNNT0BfuNfgMn7NJR4hoz3d2vtetBWeNlysWP_y5kjd LOAD CASE(S) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-3=-11, 1-3=-10 Horz: 1-2=-29, 2-3=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 Job 14112257B Truss V05 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0018 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:26 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-qNNT0BfuNfgMn7NJR4hoz3d62tehBXfNlysWP_y5kjd Scale = 1:10.1 T1 T1 B1 1 2 3 2x4 2x4 2x4 4-2-6 4-2-6 2-1-3 2-1-3 4-2-6 2-1-3 0-0-41-9-00-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=204/4-1-13, 3=204/4-1-13 Max Horz1=-43(LC 6) Max Uplift1=-17(LC 8), 3=-17(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-176/66, 2-3=-176/66 BOT CHORD 1-3=-16/102 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00 and 3 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 17 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 1-3=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-44, 1-3=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-100, 1-3=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 1-3=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=46, 1-3=-10 Horz: 1-2=-56, 2-3=56 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-3=19, 1-3=-10 Horz: 1-2=1, 2-3=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V05 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0018 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:26 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-qNNT0BfuNfgMn7NJR4hoz3d62tehBXfNlysWP_y5kjd LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=19, 2-3=-11, 1-3=-10 Horz: 1-2=-29, 2-3=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 Job 14112257B Truss V06 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0019 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:27 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-IaxrEXfX8zoDPHyW?oC1WHAISG?Gw_vW_cc3xQy5kjc Scale = 1:7.9 T1 T1 B1 1 2 3 2x4 2x4 2x4 2-6-0 2-6-0 1-3-0 1-3-0 2-6-0 1-3-0 0-0-41-3-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.03 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=153/2-5-8, 3=153/2-5-8 Max Horz1=28(LC 7) Max Uplift1=-8(LC 8), 3=-8(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/32, 2-3=-133/32 BOT CHORD 1-3=-9/67 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00 and 3 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 8 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-150, 2-3=-150, 1-3=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-150, 2-3=-59, 1-3=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-150, 1-3=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 1-3=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=46, 1-3=-10 Horz: 1-2=-56, 2-3=56 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-3=19, 1-3=-10 Horz: 1-2=1, 2-3=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V06 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0019 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:27 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-IaxrEXfX8zoDPHyW?oC1WHAISG?Gw_vW_cc3xQy5kjc LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=19, 2-3=-11, 1-3=-10 Horz: 1-2=-29, 2-3=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 Job 14112257B Truss V07 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0020 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:27 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-IaxrEXfX8zoDPHyW?oC1WHAFLGyxw_vW_cc3xQy5kjc Scale = 1:15.8 T1 T1 B1 1 2 3 4 5 2x4 2x4 2x4 5-6-0 5-6-0 2-9-0 2-9-0 5-6-0 2-9-0 0-0-42-9-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.23 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=408/5-5-8, 3=408/5-5-8 Max Horz1=-74(LC 6) Max Uplift1=-21(LC 8), 3=-21(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-356/78, 2-4=-210/85, 2-5=-210/85, 3-5=-356/78 BOT CHORD 1-3=-25/180 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00 and 3 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 21 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-150, 2-3=-150, 1-3=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-150, 2-4=-165, 2-3=-59, 1-3=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-5=-165, 3-5=-150, 1-3=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 1-3=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-3=46, 1-3=-10 Horz: 1-2=-56, 2-3=56 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-3=19, 1-3=-10 Horz: 1-2=1, 2-3=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V07 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0020 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:27 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-IaxrEXfX8zoDPHyW?oC1WHAFLGyxw_vW_cc3xQy5kjc LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=19, 2-3=-11, 1-3=-10 Horz: 1-2=-29, 2-3=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 Job 14112257B Truss V08 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0021 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:27 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-IaxrEXfX8zoDPHyW?oC1WHA8BGzjwyuW_cc3xQy5kjc Scale = 1:22.3 T1 T1 B1 ST1 1 2 3 4 5 6 2x4 3x4 2x4 1.5x3 8-6-0 8-6-0 4-3-0 4-3-0 8-6-0 4-3-0 0-0-44-3-00-0-412.00 12 LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.68 0.13 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=432/8-5-8, 3=432/8-5-8, 4=461/8-5-8 Max Horz1=120(LC 7) Max Uplift1=-50(LC 9), 3=-50(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-322/69, 2-5=-122/80, 2-6=-122/80, 3-6=-322/69 BOT CHORD 1-4=-30/111, 3-4=-30/111 WEBS 2-4=-363/71 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 50 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-150, 2-3=-150, 1-3=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-150, 2-5=-180, 2-3=-59, 1-3=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-6=-180, 3-6=-150, 1-3=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 1-3=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-3=43, 1-3=-10 Horz: 1-2=-53, 2-3=53 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-3=19, 1-3=-10 Horz: 1-2=1, 2-3=29 Continued on page 2 Job 14112257B Truss V08 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0021 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:27 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-IaxrEXfX8zoDPHyW?oC1WHA8BGzjwyuW_cc3xQy5kjc LOAD CASE(S) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-3=-11, 1-3=-10 Horz: 1-2=-29, 2-3=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-3=12, 1-3=-10 Horz: 1-2=-35, 2-3=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=25, 1-3=-10 Horz: 1-2=-22, 2-3=35 Job 14112257B Truss V09 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0022 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:28 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-mmVDRsg9uGw41RWiZVjG2UiNfgJMfOwgDGLdTsy5kjb Scale = 1:28.0 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 11-6-0 11-6-0 5-9-0 5-9-0 11-6-0 5-9-0 0-0-45-9-00-0-412.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.44 0.10 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=84/11-5-8, 5=84/11-5-8, 7=426/11-5-8, 8=621/11-5-8, 6=621/11-5-8 Max Horz1=-166(LC 6) Max Uplift1=-73(LC 6), 5=-46(LC 7), 8=-198(LC 8), 6=-198(LC 9) Max Grav1=144(LC 7), 5=116(LC 6), 7=426(LC 1), 8=695(LC 2), 6=695(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-196/108, 2-9=-386/112, 3-9=-159/128, 3-10=-159/128, 4-10=-386/112, 4-5=-158/73 BOT CHORD 1-8=-37/112, 7-8=-37/112, 6-7=-37/112, 5-6=-37/112 WEBS 3-7=-339/8, 2-8=-649/348, 4-6=-649/348 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1, 46 lb uplift at joint 5, 198 lb uplift at joint 8 and 198 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-150, 3-5=-150, 1-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-150, 3-9=-193, 3-5=-59, 1-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-59, 3-10=-193, 5-10=-150, 1-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=41, 3-5=41, 1-5=-10 Horz: 1-3=-51, 3-5=51 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V09 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0022 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:28 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-mmVDRsg9uGw41RWiZVjG2UiNfgJMfOwgDGLdTsy5kjb LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-11, 3-5=19, 1-5=-10 Horz: 1-3=1, 3-5=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=-11, 1-5=-10 Horz: 1-3=-29, 3-5=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 Job 14112257B Truss V10 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0023 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:28 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-mmVDRsg9uGw41RWiZVjG2UiM_gJSfMzgDGLdTsy5kjb Scale = 1:34.6 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 14-6-0 14-6-0 7-3-0 7-3-0 14-6-0 7-3-0 0-0-47-3-00-0-412.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.49 0.10 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=275/14-5-8, 5=275/14-5-8, 7=418/14-5-8, 8=689/14-5-8, 6=689/14-5-8 Max Horz1=-212(LC 6) Max Uplift1=-57(LC 6), 5=-23(LC 7), 8=-214(LC 8), 6=-214(LC 9) Max Grav1=275(LC 1), 5=275(LC 1), 7=418(LC 1), 8=772(LC 2), 6=772(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-231/123, 2-9=-410/138, 3-9=-153/163, 3-10=-153/163, 4-10=-410/138, 4-5=-231/79 BOT CHORD 1-8=-43/143, 7-8=-43/143, 6-7=-43/143, 5-6=-43/143 WEBS 3-7=-339/0, 2-8=-691/354, 4-6=-691/354 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1, 23 lb uplift at joint 5, 214 lb uplift at joint 8 and 214 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-150, 3-5=-150, 1-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-150, 3-9=-203, 3-5=-59, 1-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-59, 3-10=-203, 5-10=-150, 1-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=39, 3-5=39, 1-5=-10 Horz: 1-3=-49, 3-5=49 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job 14112257B Truss V10 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0023 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:28 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-mmVDRsg9uGw41RWiZVjG2UiM_gJSfMzgDGLdTsy5kjb LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-11, 3-5=19, 1-5=-10 Horz: 1-3=1, 3-5=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=-11, 1-5=-10 Horz: 1-3=-29, 3-5=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 Job 14112257B Truss V11 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0024 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:28 2014 Page 1 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-mmVDRsg9uGw41RWiZVjG2UiKCgI5fMYgDGLdTsy5kjb Scale = 1:41.7 T1 T1 B1 ST2 ST1 ST1 B1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 5x6 2x4 2x4 2x4 2x4 17-6-0 17-6-0 8-9-0 8-9-0 17-6-0 8-9-0 0-0-48-9-00-0-412.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=65.0) TCDL BCLL BCDL 65.0 10.0 0.0 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.60 0.18 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST2: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size) 1=380/17-5-8, 5=380/17-5-8, 7=381/17-5-8, 8=857/17-5-8, 6=857/17-5-8 Max Horz1=-258(LC 6) Max Uplift1=-54(LC 6), 5=-10(LC 7), 8=-261(LC 8), 6=-261(LC 9) Max Grav1=380(LC 1), 5=380(LC 1), 7=381(LC 1), 8=962(LC 2), 6=962(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-319/164, 2-9=-431/179, 3-9=-122/205, 3-10=-122/205, 4-10=-431/179, 4-5=-319/164 BOT CHORD 1-8=-49/187, 7-8=-49/187, 6-7=-49/187, 5-6=-49/187 WEBS 3-7=-327/0, 2-8=-840/415, 4-6=-840/415 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=65.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1, 10 lb uplift at joint 5, 261 lb uplift at joint 8 and 261 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-150, 3-5=-150, 1-5=-20 2) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-150, 3-9=-211, 3-5=-59, 1-5=-20 3) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-59, 3-10=-211, 5-10=-150, 1-5=-20 4) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 3-5=38, 1-5=-10 Horz: 1-3=-48, 3-5=48 Continued on page 2 Job 14112257B Truss V11 Truss Type Valley Truss Qty 1 Ply 1 Bear Hill Estates Unit "33C-R" Job Reference (optional) 0024 Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Wed Dec 24 14:29:28 2014 Page 2 Universal Forest Products ID:aaeQc4KibGBFyK3YHmyfFyz316N-mmVDRsg9uGw41RWiZVjG2UiKCgI5fMYgDGLdTsy5kjb LOAD CASE(S) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-11, 3-5=19, 1-5=-10 Horz: 1-3=1, 3-5=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=-11, 1-5=-10 Horz: 1-3=-29, 3-5=-1 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=25, 3-5=12, 1-5=-10 Horz: 1-3=-35, 3-5=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-5=25, 1-5=-10 Horz: 1-3=-22, 3-5=35