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S T O C © Building Supply= <br />V- <br />Q) <br />N <br />914. <br />20'4' <br />9'4" 20° 4' <br />HI <br />Plot ID <br />I <br />Piot ID <br />Length <br />Product <br />O <br />N <br />m CQ <br />i <br />1 <br />I <br />9 112' TJI 230 Joist <br />JIL <br />6 <br />A I 0 <br />10' <br />9 112' TJI 230 Joist <br />1 <br />3 <br />1 <br />i <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />II <br />1 <br />II <br />I <br />II <br />( <br />i <br />i <br />8' <br />9 1/2' TJI 230,joi5t <br />1 <br />H2 <br />AIGG. <br />B35 <br />38' <br />BI <br />m m <br />m <br />4 <br />I <br />22' <br />9 112' TJI 230 Joist <br />2 <br />H2 <br />1320 <br />20 <br />o <br />m <br />40 <br />B 18 <br />HI <br />9 112' TJI 230 ,joist <br />2 <br />20 <br />M 1 <br />8' <br />9'4" 20° 4' <br />G75" <br />1 2' 6' <br />4' G' 14' 7' <br />7' <br />J015T AND BEAM L15T <br />Plot ID <br />Qty <br />Piot ID <br />Length <br />Product <br />Plies <br />Qty <br />AIG <br />16' <br />9 112' TJI 230 Joist <br />I <br />6 <br />A I 0 <br />10' <br />9 112' TJI 230 Joist <br />1 <br />3 <br />A8 <br />8' <br />9 1/2' TJI 230,joi5t <br />1 <br />15 <br />B35 <br />38' <br />9 1/2' TJI 230,joi5t <br />2 <br />4 <br />522 <br />22' <br />9 112' TJI 230 Joist <br />2 <br />30 <br />1320 <br />20 <br />9 112' TJI 230 Joist <br />2 <br />40 <br />B 18 <br />18' <br />9 112' TJI 230 ,joist <br />2 <br />20 <br />M 1 <br />8' <br />1 3/4' x 9 1/2" 1.9E Microllam LVL <br />3 <br />3 <br />M2 <br />15' <br />1 3/4' x 1 1 7/8" 1 .9E Microllam LVL <br />3 <br />3 <br />M3 <br />9' <br />1 3/4' x 14' I .9E Microllam LVL <br />3 <br />3 <br />P 1 <br />9' <br />7' x 9 112* 2.0E Parallam P5L <br />1 <br />I <br />P2 <br />15' <br />7' x I G" 2.0E Parallam P5L <br />I <br />I <br />T51 <br />7' <br />3 1/2'x 9 1 /2" Timber5trandO 1-51- Beam (1.55E) <br />I <br />1 <br />T52 <br />17' <br />1 3/4' x 117/8" Timber5trand® L5L Beam (1.55E) <br />3 <br />3 <br />ACCE55ORIE5 L15T <br />Rin 1 <br />12' <br />1 1/8' x 9 112' il-evel Rim Board <br />2 <br />BkI <br />1' 8 1/2" <br />1 1/8' x 9 1/2" il-evel Rim Board Blocking Panels <br />I <br />2 <br />Bk2 <br />1' 5 1/4' <br />1 1/8' x 9 1/2" il-evel Rim Board Bloclung Panels <br />I <br />2 <br />Bk3 <br />1 13/8" <br />1 115'x 9 1/2" il-evel Rim Board Blocking Panels <br />1 <br />23 <br />Bk3' <br />7' 9 13/1 G' <br />I I 18"x 9 112* il-evel Rim Board Blocking Panels <br />I <br />I <br />Bk', Random length blociung panel cuts <br />Bk, Blocking Panels <br />G75" <br />1 2' 6' <br />4' G' 14' 7' <br />7' <br />0 <br />LEVEL NOTES <br />jr File Name: VogueMdbrath.JOB <br />Level Name: Cap i <br />Plotted: 2/28/2008 09:01 <br />Design Status: <br />Cap I ........2/28/2008 08:30 <br />2 P Cap 2........2/28/2008 08:19 <br />Roof......... 2/28/2008 08:18 <br />NOTE: Level design times indicated above pro,, . <br />assurance for proper level staclung. <br />Design Methodology: ASD <br />Floor Area Loading 19: <br />40p5f Live Load and 12 psf Dead Load <br />Maximum Joist Deflection: <br />U480 Live Load <br />U240 Total Load <br />TJ -Pro Rating Information: <br />Weighted Average: 48 <br />Lowest Rating: 36 <br />Highest Rating: 69 <br />Glued t Nailed Decking is Required <br />Direct Applied Ceding of 5/8" Gypsum is Required <br />Floor Detling: 23/32' Panels (24' 5pan Ratin,3) <br />Normal O.C. Spacing — I G" <br />'Unless noted otherwise <br />JOB COMMENT5 Layout Scale: 1/4" O I� <br />Vogue Homes <br />Mdbrath Residence 5YM130L LEGEND <br />LEVEL COMMENTS Point LoadLine load <br />Dasemor t walls and Main Level floor p Area toad <br />5Y-" 'EM WARNING5 <br />3 Skew cut wt :51; ends at all skewed <br />support 10--ition5. <br />O Detail Callout Label <br />(see Framer's Pocket Guide) <br />p Required Bearing Length in inch&,, <br />(Adequate beanng has been prow c'cd if <br />beanng length is not indicated.) <br />b /Mur Flom. F� <br />HANGER L15T - Simpson 5tron.a-T.e Company, Inc.® <br />Plot ID <br />Qty <br />Product abel <br />Top Nails <br />Face rata <br />Member Nails Notes <br />H 1 <br />30 <br />MIT359.5-2 <br />4-N 10 <br />4 -NIG <br />2-N 10 <br />H2 <br />30 <br />IUT35 10 <br />8-N i 0 <br />2-N 10 <br />H3 <br />15 <br />MIT359.5-2 <br />4-N 10 <br />4-N i 0 <br />2-N 10 <br />H4 <br />22 <br />MIT359.5-2 <br />4-N 10 <br />4-N i 0 <br />2-N 10 <br />H5 <br />8 <br />IUT35 I G <br />8-N10 <br />2-N 10 <br />1-19 <br />1 <br />HGU5 . C/ i 0 <br />46- i i -lo <br />16- 16d double shear <br />H 10 <br />1 <br />H157.1 ✓ 9.5 <br />6- 16d <br />16-1 6d <br />I O -N 16 <br />0 <br />LEVEL NOTES <br />jr File Name: VogueMdbrath.JOB <br />Level Name: Cap i <br />Plotted: 2/28/2008 09:01 <br />Design Status: <br />Cap I ........2/28/2008 08:30 <br />2 P Cap 2........2/28/2008 08:19 <br />Roof......... 2/28/2008 08:18 <br />NOTE: Level design times indicated above pro,, . <br />assurance for proper level staclung. <br />Design Methodology: ASD <br />Floor Area Loading 19: <br />40p5f Live Load and 12 psf Dead Load <br />Maximum Joist Deflection: <br />U480 Live Load <br />U240 Total Load <br />TJ -Pro Rating Information: <br />Weighted Average: 48 <br />Lowest Rating: 36 <br />Highest Rating: 69 <br />Glued t Nailed Decking is Required <br />Direct Applied Ceding of 5/8" Gypsum is Required <br />Floor Detling: 23/32' Panels (24' 5pan Ratin,3) <br />Normal O.C. Spacing — I G" <br />'Unless noted otherwise <br />JOB COMMENT5 Layout Scale: 1/4" O I� <br />Vogue Homes <br />Mdbrath Residence 5YM130L LEGEND <br />LEVEL COMMENTS Point LoadLine load <br />Dasemor t walls and Main Level floor p Area toad <br />5Y-" 'EM WARNING5 <br />3 Skew cut wt :51; ends at all skewed <br />support 10--ition5. <br />O Detail Callout Label <br />(see Framer's Pocket Guide) <br />p Required Bearing Length in inch&,, <br />(Adequate beanng has been prow c'cd if <br />beanng length is not indicated.) <br />b /Mur Flom. F� <br />