Loading...
FRAME06ROVERSIZED PIERIN THE 2009 IRC BUILDING CODEPORTAL FRAME METHOD FIGURE R602.10.3.32 PER CORNERSIMPSON STHD STRAPS EMBEDED INTO POURSum vertical load capacitiestotal vertical load capacity.of Boise joist & rimboard forSHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Gormna Bisho Ferrari/Gorman BishopWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/16" = 1'NOTES:SHEET NUMBER: 1 foundation LAYOUT FINAL N/AN/A ISSUE:DATE: N/A N/A 12/02/16 DESCRIPTION: FINAL N/A N/A Florence Ma Emerson Way 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 blocking(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®®or rimboard closure.Nail with 8d nailsinto each flange.23/32" min. plywood/OSBBCI joist blockingrequired for cantilever.birdsmouth cut in bottom D2N21ST FLOOR FRAMING PLAN2PR R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 1" X 14" RIMBOARD 10' 6" Total length: 10' 6" R2 3 1" X 14" RIM BOARD 12' 0" R3 1 v v 9' 4-1/2" R4 1 v v 6'11" R5 2 v v 5' 9-1/2" R6 1 v v 4'11" R7 1 v v 2' 4-1/2" Total length: 71' 2" J1 10 14" AJS 20 36' 0" J2 2 v v 34' 0" J3 10 v v 28' 0" J4 2 v v 26' 0" J5 13 v v 20' 0" J6 14 v v 18' 0" J7 1 v v 16' 0" R8 1 v v 14' 0" J8 4 v v 12' 0" R9 3 v v 12' 0" R10 1 v v 10' 0" R11 1 v v 7' 0" J9 1 v v 6' 0" R12 2 v v 6' 0" R13 1 v v 5' 0" R14 1 v v 3' 0" Total length: 1429' 0" R15 1 1" x 14" RIM BOARD 25' 0-3/4" R16 8 v v 12' 0" R17 1 v v 10' 0" R18 1 v v 8' 0" R19 1 v v 6' 8-1/4" R20 1 v v 6' 0" R21 1 v v 4' 0" R22 1 v v 3' 6" R23 1 v v 3' 0" R24 1 v v 2' 0-1/2" R25 1 v v 2' 0" RXX (R/L) v v 3' 0" Total length: 169' 3-1/2" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B5 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 12' 0" Total length: 24' 0" B14 3 1-3/4x14 VERSA-LAM 2.0 3100 SP 30' 0" Total length: 90' 0" B18 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 20' 0" Total length: 60' 0" G1 1 14" AJS 20 5' 0" Total length: 5' 0" G6 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 22' 0" Total length: 44' 0" G7 1 14" AJS 20 6' 0" G8 1 v v 6' 0" G9 1 v v 2' 0" G12 1 v v 10' 0" G13 1 v v 10' 0" Total length: 34' 0" G15 3 1-3/4x16 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 54' 0" G17 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 12' 0" Total length: 24' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 10 Column by others 8' 1-1/8" Total length: 80'11-1/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 14" AJS 20 94' 0" Total length: 94' 0"All product names are trademarks of their respective owners S HRIIHHLL3RThis 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 immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/480 Live L/360 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 1 HB5.50/16 S 16 16d 10 16d 6 16d C15120.pdfH2 15 ITS2.56/14 S 2 10dx1.5" 2 Teardrops 4 10dx1.5" C15118X.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order ------- Connector Load Table ------- Max. down Max. upID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note-------------------------------------------------------------------------------------------------------------------------------------H1 1 4789 100% lvl 3ply 1-3/4x16 VERSA-LAM 2.0 3100 SP (hs) 1H2 15 646 100% lvl 1ply 14" AJS 20 (hs) 51363lbs1334lbs1334lbs27909lbs9834lbs22166lbs10957lbs11286lbsR1R2R2R2R3R4R5R5R6R7R8R9R9R9R10R11R12R12R13R14R15R16R16R16R16R16R16R16R16R17R18R19R20R21R22R23R24R25RXXRXXJ116" ocJ216" ocJ216" ocJ316" ocJ416" ocJ516" ocJ624" ocJ716" ocJ824" ocJ924" ocB52 plyB143 plyB183 plyG11 plyG62 plyG71 plyG81 plyG91 plyG121 plyG131 plyG153 plyG172 plyH1H2H2