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1 Type B Floor s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-3etp6NPUYp2EdE02mxSIX4y225gUkHUZraTQ6zocY2 Scale = :22.9.5x4 8x8.5x4.5x x W W2 W4 W7 W9 W x8.5x4 4x6 Plate Offsets (X,Y): [4:0--8,Edge], [5:0--8,Edge], [2:0-2-2,Edge], [5:0--8,0-0-2] TCDL 0.0 SPACING -7-3 Plates Increase.00 Lumber Increase.00 TC 0.35 BC 0.5 WB /90 Weight: 82 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) REACTIONS (lb/size) 4=594/Mechanical, 9=589/0-3-8 (m. 0--8) Rigid ceilg directly applied or oc bracg. -4=-83/0, 9-5=-8/0, 8-5=-8/0, -2=0/0, 2-3=-38/0, 3-4=-38/0, 4-5=-57/0, 5-6=-36/0, 6-7=-36/0, 7-8=-3/0 3-4=0/760, 2-3=0/57, -2=0/57, 0-=0/57, 9-0=0/758 WEBS 4-2=-76/07, 5-=-20/59, 2-4=-906/0, 2-3=0/455, 3-3=-24/52, 4-3=-48/230, 7-9=-90/0, 7-0=0/454, 6-0=-94/53, 5-0=-276/4 ) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails. 6) CAUTION, Do not erect truss backwards.

2 Type BGE GABLE s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-YqRBKjQ6J7A5ENbEJe_X3IVH3V7LTnZj3EDzfTzocY Scale = : TCDL 0.0 SPACING Plates Increase.00 Lumber Increase.00 TC 0.08 BC 0.02 WB /90 Weight: 50 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) Rigid ceilg directly applied or oc bracg. REACTIONS (lb/size) 6=59/8-0-0 (m. 0--8), 9=34/8-0-0 (m. 0--8), 5=47/8-0-0 (m. 0--8), 4=47/8-0-0 (m. 0--8), 3=47/8-0-0 (m. 0--8), 2=45/8-0-0 (m. 0--8), =53/8-0-0 (m. 0--8), 0=3/8-0-0 (m. 0--8) -6=-54/0, 8-9=-27/0, -2=-4/0, 2-3=-4/0, 3-4=-4/0, 4-5=-4/0, 5-6=-4/0, 6-7=-4/0, 7-8=-4/0 5-6=0/4, 4-5=0/4, 3-4=0/4, 2-3=0/4, -2=0/4, 0-=0/4, 9-0=0/4 WEBS 2-5=-33/0, 3-4=-34/0, 4-3=-34/0, 5-2=-32/0, 6-=-38/0, 7-0=-07/0 ) All plates are.5x4 unless otherwise dicated. 2) Gable requires contuous bottom chord bearg. 3) to be fully sheathed from one face or securely braced agast lateral movement (i.e. diagonal web). 4) Gable studs spaced at -4-0 oc. 5) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails.

3 Type BGR FLOOR GIRDER s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-YqRBKjQ6J7A5ENbEJe_X3IV6OVvTbOj3EDzfTzocY Scale = :6.5 5x6 5x Special W W3 W4 W x6 6x6 Plate Offsets (X,Y): [2:0-3-0,Edge], [4:0-3-0,Edge] TCDL 0.0 SPACING -7-3 Plates Increase.00 Lumber Increase.00 Rep Stress Incr NO TC 0.83 BC 0.43 WB /90 Weight: 79 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) REACTIONS (lb/size) 9=890/Mechanical, 6=2043/Mechanical Rigid ceilg directly applied or oc bracg. -9=-507/0, 5-6=-596/0, -0=0/0, 0-=0/0, 2-=0/0, 2-3=-236/0, 3-2=-2424/0, 2-3=-2424/0, 4-3=-2424/0, 4-4=0/0, 4-5=0/0, 5-5=0/0 8-9=0/236, 7-8=0/2424, 6-7=0/2424 WEBS 2-9=-2688/0, 2-8=0/282, 4-6=-284/0, 4-7=0/4, 3-7=-0/0, 3-8=-286/0 ) Refer to girder(s) for truss to truss connections. 2) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 530 lb down at 0-8-2, 530 lb down at 2-3-5, 530 lb down at 3--2, 530 lb down at 5-6-5, and 530 lb down at 7--8, and 530 lb down at 8--4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) Special hanger(s) or other connection device(s) shall be provided at from the left end sufficient to connect truss(es) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ) Dead + Floor Live (balanced): Lumber Increase=.00, Plate Increase=.00 Uniform Loads (plf) Vert: 6-9=-8, -5=-80 Concentrated Loads (lb) Vert: 0=-530(F) =-530(F) 2=-530(F) 3=-530(F) 4=-530(F) 5=-530(F)

4 Type C Floor s Oct MiTek Industries, Inc. Tue Feb 04 06:39:4 204 Page ID:ncFNZqnca4tqdavvwHG9yMz667v-0?ZX3Qk4RIysXAQtMVmcVEevGMC9KsIuyWBvzocY0 Scale = :29.0 4x4 FP T T BL W3 W4 BL B B FP 4x6 Plate Offsets (X,Y): [:Edge,0-0-2], [4:0--8,Edge], [3:0--8,Edge], [8:0--8,0-0-2], [9:0--8,0-0-2] TCDL 0.0 SPACING -7-3 Plates Increase.00 Lumber Increase.00 TC 0.99 BC 0.86 WB >979 > /90 Weight: 98 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) *Except* B2: 2x4 SP No.(flat) REACTIONS (lb/size) 7=76/0-3-8 (m. 0--8), =76/0-3-8 (m. 0--8) Structural wood sheathg directly applied, Rigid ceilg directly applied or oc bracg. 7-8=-80/0, -8=-80/0, -9=-8/0, 0-9=-8/0, -2=-3/0, 2-3=-649/0, 3-4=-649/0, 4-5=-872/0, 5-6=-872/0, 6-7=-67/0, 7-8=-67/0, 8-9=-67/0, 9-0=-3/0 6-7=0/023, 5-6=0/023, 4-5=0/872, 3-4=0/872, 2-3=0/936, -2=0/024 WEBS 4-4=-37/257, 5-3=-05/58, 2-7=-27/0, 2-5=0/753, 3-5=-3/207, 4-5=-752/0, 9-=-28/0, 9-2=0/777, 7-2=-92/0, 6-2=-39/0, 6-3=-22/92 ) Unbalanced floor live loads have been considered for this design. 2) All plates are.5x4 unless otherwise dicated. 3) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails.

5 CGR Type Floor Girder s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-UDZxlPRNrkQpUhkdR30?8jaVlIeBxVL0XYi4jLzocY? Scale = :29.0 Special FP 4x4 5x6 3x8 5x T T BL W3 W4 W5 BL B B FP 4x6 5x6 5x2 4x6 Plate Offsets (X,Y): [:Edge,0-0-2], [4:0--8,Edge], [5:0--8,Edge], [8:0-2-4,Edge], [:Edge,0--8], [9:0--8,0-0-2], [20:0--8,0-0-2] TCDL 0.0 SPACING -7-3 Plates Increase.00 Lumber Increase.00 Rep Stress Incr NO TC 0.58 BC 0.76 WB > /90 Weight: 29 lb FT = 20%F, %E 2x4 SP No.2(flat) *Except* T: 2x4 SP M 3(flat) 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 3(flat) REACTIONS (lb/size) 8=300/0-3-8 (m. 0--8), =2970/0-3-8 (m. 0--8) Rigid ceilg directly applied or oc bracg. 8-9=-79/0, -9=-79/0, -20=-86/0, 0-20=-86/0, -2=-3/0, 2-3=-3263/0, 3-4=-3263/0, 4-5=-4032/0, 5-6=-4653/0, 6-7=-4653/0, 7-8=-5628/0, 8-9=-6048/0, 9-0=-3/0 7-8=0/850, 6-7=0/850, 5-6=0/4032, 4-5=0/4032, 3-4=0/4032, 2-3=0/535, -2=0/44 WEBS 8-2=-2927/0, 4-5=0/87, 5-4=-66/0, 2-8=-2204/0, 2-6=0/699, 3-6=0/585, 4-6=-25/0, 7-2=0/639, 7-3=-928/0, 6-3=-920/0, 5-3=0/2363, 9-=-5259/0, 9-2=0/339 ) Fasten trusses together to act as a sgle unit as per standard dustry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are.5x4 unless otherwise dicated. 4) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2800 lb down at on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ) Dead + Floor Live (balanced): Lumber Increase=.00, Plate Increase=.00 Uniform Loads (plf) Vert: -8=-8, -0=-80 Concentrated Loads (lb) Vert: 8=-2749(F)

6 Type C2 Floor s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-yP7KylS?c2Yg5rJp?nXEhw7k2i2Qg4T9mCRdFozocY_ Scale = :22.9.5x4.5x4.5x4 4x4 8x W W2 W4 W7 W9 W x6.5x4 8x8 Plate Offsets (X,Y): [:Edge,0-0-2], [4:0--8,Edge], [5:0--8,Edge], [:0-3-2,Edge], [5:0--8,0-0-2] TCDL 0.0 SPACING -7-3 Plates Increase.00 Lumber Increase.00 TC 0.35 BC 0.5 WB /90 Weight: 82 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) REACTIONS (lb/size) 4=589/0-3-8 (m. 0--8), 9=594/Mechanical Rigid ceilg directly applied or oc bracg. 4-5=-8/0, -5=-8/0, 8-9=-83/0, -2=-3/0, 2-3=-36/0, 3-4=-36/0, 4-5=-57/0, 5-6=-38/0, 6-7=-38/0, 7-8=0/0 3-4=0/758, 2-3=0/57, -2=0/57, 0-=0/57, 9-0=0/760 WEBS 4-2=-20/59, 5-=-76/07, 2-4=-90/0, 2-3=0/454, 3-3=-94/53, 4-3=-276/4, 7-9=-906/0, 7-0=0/455, 6-0=-24/53, 5-0=-48/230 ) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails. 6) CAUTION, Do not erect truss backwards.

7 Type C2GE GABLE s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-QchiA5TdNMgWj?u?YU2TE8fz46UJPbZI_sBBnEzocXz Scale = : TCDL 0.0 SPACING Plates Increase.00 Lumber Increase.00 TC 0.08 BC 0.0 WB /90 Weight: 69 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) Rigid ceilg directly applied or oc bracg. REACTIONS (lb/size) 22=60/3-0-8 (m. 0--8), 2=46/3-0-8 (m. 0--8), 2=46/3-0-8 (m. 0--8), 20=47/3-0-8 (m. 0--8), 9=47/3-0-8 (m. 0--8), 8=47/3-0-8 (m. 0--8), 7=47/3-0-8 (m. 0--8), 6=47/3-0-8 (m. 0--8), 5=45/3-0-8 (m. 0--8), 4=52/3-0-8 (m. 0--8), 3=24/3-0-8 (m. 0--8) -22=-55/0, -2=-39/0, -2=-5/0, 2-3=-5/0, 3-4=-5/0, 4-5=-5/0, 5-6=-5/0, 6-7=-5/0, 7-8=-5/0, 8-9=-5/0, 9-0=-5/0, 0-=-5/0 2-22=0/5, 20-2=0/5, 9-20=0/5, 8-9=0/5, 7-8=0/5, 6-7=0/5, 5-6=0/5, 4-5=0/5, 3-4=0/5, 2-3=0/5 WEBS 2-2=-32/0, 3-20=-34/0, 4-9=-33/0, 5-8=-33/0, 6-7=-33/0, 7-6=-34/0, 8-5=-32/0, 9-4=-37/0, 0-3=-6/0 ) All plates are.5x4 unless otherwise dicated. 2) Gable requires contuous bottom chord bearg. 3) to be fully sheathed from one face or securely braced agast lateral movement (i.e. diagonal web). 4) Gable studs spaced at -4-0 oc. 5) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails.

8 Type C2GR FLOOR GIRDER s Oct MiTek Industries, Inc. Tue Feb 04 06:39: Page ID:ncFNZqnca4tqdavvwHG9yMz667v-QchiA5TdNMgWj?u?YU2TE8fov6HCPOtI_sBBnEzocXz Scale = :22.0 THA426 THA426 THA426 THA426 6x2 THA426 THA426 THA426 6x2 THA W4 W6 W x6 5x0 5x8 6x8 Plate Offsets (X,Y): [9:0--8,Edge], [0:0-3-8,Edge], [2:Edge,0-3-0] TCDL 0.0 SPACING -7-3 Plates Increase.00 Lumber Increase.00 Rep Stress Incr NO TC 0.79 BC 0.85 WB > /90 Weight: 22 lb FT = 20%F, %E 2x4 SP No.2(flat) 2x4 SP No.2(flat) REACTIONS (lb/size) 2=283/Mechanical, 7=2550/Mechanical Rigid ceilg directly applied or oc bracg. -2=-574/0, 6-7=-293/0, -3=0/0, 3-4=0/0, 2-4=0/0, 2-5=-5306/0, 3-5=-5306/0, 3-6=-5306/0, 4-6=-5306/0, 4-7=-5307/0, 5-7=-5307/0, 5-8=0/0, 6-8=0/0-2=0/3684, 0-=0/3685, 9-0=0/5307, 8-9=0/373, 7-8=0/372 WEBS 2-2=-4304/0, 2-=0/3, 5-7=-4337/0, 5-8=0/26, 5-9=0/850, 4-9=-923/0, 2-0=0/880, 3-0=-949/0, 4-0=-2/0 ) Refer to girder(s) for truss to truss connections. 2) This truss is designed accordance with the 2009 International Residential Code sections R502.. and R and referenced standard ANSI/TPI. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at oc and fastened to each truss with 3-0d (0.3" X 3") nails. 5) Use Simpson Strong-Tie THA426 (8-6d Girder, 6-6d ) or equivalent spaced at -7-3 oc max. startg at from the left end to -8- to connect truss(es) C2 ( ply 2x4 SP) to front face of top chord. 6) Fill all nail holes where hanger is contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ) Dead + Floor Live (balanced): Lumber Increase=.00, Plate Increase=.00 Uniform Loads (plf) Vert: 7-2=-8, -6=-80 Concentrated Loads (lb) Vert: 5=-530(F) 3=-530(F) 3=-530(F) 4=-530(F) 5=-530(F) 6=-530(F) 7=-530(F) 8=-530(F)