FRAME06NEW PIERSEXISTING PIEREXISTING DECKSum vertical load capacities34 Rustlewood Ridge
Florence
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FINAL
DESCRIPTION:
05/20/19
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foundation
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 3/8" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Construct/White
JOB: White
DESIGNED BY: Doug Hodgins
SHIPPING INFORMATION:vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 4 SYP (PT MCA) #1 2 x 8 16' 0" J2 2 v v 14' 0" J3 2 v v 12' 0" J4 1 v v 10' 0" R1 2 v v 8' 0" J5 5 v v 7' 0" J6 2 v v 6' 0" R2 2 v v 5' 0" J7 1 v v 5' 0" J8 1 v v 4' 0" R3 3 v v 3' 0" Total length: 217' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B9 2 SYP (PT MCA) #1 2 x 8 10' 0" Total length: 20' 0" B18 3 SYP (PT MCA) #1 2 x 10 14' 0" B19 2 v v 10' 0" Total length: 62' 0" G2 1 SYP (PT MCA) #1 2 x 8 10' 0" G3 1 v v 12' 0" G4 1 v v 3' 0" G5 1 v v 2' 0" G6 1 v v 5' 0" G7 1 v v 5' 0" G10 1 v v 3' 0" G11 1 v v 3' 0" G14 1 v v 10' 0" G15 1 v v 10' 0" G16 1 v v 10' 0" G17 1 v v 10' 0" Total length: 83' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 13 Column by others 8' 1-1/8" Total length: 105' 2-5/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) SYP (PT MCA) #1 2 x 8 30' 0" XXX (R/L) v v 10' 0" Total length: 40' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RThis 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/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.168lbs1126lbs1169lbs4257lbs1653lbs184lbs285lbs2911lbs1570lbs861lbs1962lbs137lbsR1R1R2R2R3R3R3J116" ocJ216" ocJ216" ocJ316" ocJ316" ocJ416" ocJ516" ocJ616" ocJ616" ocJ716" ocJ816" ocB92 plyB183 plyB192 plyG21 plyG31 plyG41 plyG 5 1 p l y
G 6 1 p l yG71 plyG101 plyG111 plyG141 plyG161 plyG171 plyG151 plyH1H1H1H1H2H2 H2H 2H1H2H2NEW PIERS6' 0"10' 0"6' 0-1/4"6' 0"6' 0"6' 0"20' 6"