36 -292 Lyons S-2assuming point load from structural ridgeline of new shed dormer wallnew roof truuses not shownDESIGN LOADS:40LBS. SQ/FT L/L10LBS SQ/FT D/L100% DURATIONSPECIAL SCREW OR BOLTING PATTERN FOR 4 PLY MEMBERSof Boise joist & rimboard fortotal vertical load capacity.Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Lyons
Construct/Lyons West Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
09/22/15
DESCRIPTION:
FINAL
N/A
N/A
Florence
DO NOTcut, notch or drill flangesDO NOTcut holes near bearing supportMinimum distance perBoise joist hole chart.See Boise literature for joistvertical load capacity.See Boise literature for joist blockingLoad bearing wall abovehigh end of rafter.birdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2XPR R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 13 Spruce-Pine-Fir #2 2 x 10 6' 0" R1 2 v v 6' 0" Total length: 90' 0" R2 2 1" X 9-1/2" RIMBOARD 17' 2-1/2" Total length: 34' 5" J2 19 9-1/2" AJS 20 18' 0" R3 2 v v 18' 0" Total length: 378' 0" R4 1 1" x 9-1/2" RIM BOARD 12' 0" R5 1 v v 7' 7" Total length: 19' 7" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 16' 0" Total length: 48' 0" B5 2 Spruce-Pine-Fir #2 2 x 8 22' 0" Total length: 44' 0" G2 4 1-3/4x11-7/8 VERSA-LAM 2.0 310 22' 0" Total length: 88' 0" G3 1 Spruce-Pine-Fir #2 2 x 10 6' 0" G4 1 v v 6' 0" Total length: 12' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 4 POS~Column by others 8' 1-1/8" Total length: 32' 4-1/2"All product names are trademarks of their respective ownersCSOCBU HROOVITITS25695 TOP MOUNT HANGERSHUHHLSLS3RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediately421lbs2122lbs1901lbs165lbsR1R1R2R2R3R3R4R5J116" ocJ116" ocJ212" ocP1P1P1P1B13 plyB52 plyG24 plyG31 plyG41 plyH1H2