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HomeMy WebLinkAbout140.30 - Framing Plans OM CENTERS lr1!'(Yc ar�a,�gma:p I A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information 54' 3' '4— — 10' —1� 16' 8 1/2" SO 14' 3 1/2- 0 1 10• 0 ��-24' 3 1/2 - ACCESSORIES LIST Plot ID Length Product Plies pry Rel 16' 1 1/4" x 14" 1.3E Timber8trand LSL 1 5 Shl 4' x S' 23/32" Panels (24" Span Rating) 1 17 Rm, Rim Board E C EutrN JUL 2 6 2005 BUILDING DEPT. n TJ irt,. ` JOB COMMENTS CREATED BY DUBLIN CONST. Mid -Cape Hems Centers 159 CENTER ST PO BOX 141E yARM00THPORT MA 465 RODTE 134 SOUTH DENNIS, !N 02660 5083986071 FAX: 5083984559 STMHOL LEGEND Point Load Line Load Area Load HBO Beam By Others ODetail Callout Label (Bee Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) LEVEL NOTES JOIST AND BEAM LIST Level Name: SECOND FLOOR Plot ID Length Product Plies qty Al 26' 14" TJI 360 joist 1 15 M1 261 1 3/4" x 14" 1.9E 24icrollam LVL 2 2 P1 12' 3 1/2" x 11 7/8" 2.0E Parallam PSL 1 1 P2 12' 5 1/4" x 11 7/8" 2.0E Parallan PSL 1 1 P3 14' 5 1/4" x 14" 2.0E Parallam PSL 1 1 ��-24' 3 1/2 - ACCESSORIES LIST Plot ID Length Product Plies pry Rel 16' 1 1/4" x 14" 1.3E Timber8trand LSL 1 5 Shl 4' x S' 23/32" Panels (24" Span Rating) 1 17 Rm, Rim Board E C EutrN JUL 2 6 2005 BUILDING DEPT. n TJ irt,. ` JOB COMMENTS CREATED BY DUBLIN CONST. Mid -Cape Hems Centers 159 CENTER ST PO BOX 141E yARM00THPORT MA 465 RODTE 134 SOUTH DENNIS, !N 02660 5083986071 FAX: 5083984559 STMHOL LEGEND Point Load Line Load Area Load HBO Beam By Others ODetail Callout Label (Bee Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) LEVEL NOTES File Name: DUBLIN 159 CENTER MICE Level Name: SECOND FLOOR Plotted: 7/26/2005 09:01 Design Status: FIRST FLOOR .... 7/26/2005 08:57 SECOND FLOOR... 7/26/2005 08:57 ATTIC LOADS .... 7/26/2005 08:57 ROOF IOUs ..... 7/26/2005 08:56 - NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Ii: 40psf Live Load and 12 PSI Dead Load Maximum Joist Deflection: L/400 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 33 Lowest Rating: 33 Highest Rating: 33 Glued 4 Nailed Decking is Regoired Direct Applied Calling of 1/2" Gypsum to Requared 1 r 4 Strapping ie HaVired II Floor Decking: 23/32" Panels 124" Span Ratimg)I Normal O.C. Spacing = 16^ "Dnless noted otherwise Layout Scale: 1/8" = 1'