51 Baker Hill framingplans
FRAME06.pdf FRAME06.SHT
of Boise joist & rimboard for total vertical load capacity. Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Diessner/Fel Sackrey/Diessner/Feldman West
Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 foundation LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 02/15/19 DESCRIPTION: FINAL N/A N/A Florence Ma
Baker Hill Rd. cut, notch or drill flanges DO NOT Boise joist hole chart. Minimum distance per cut holes near bearing support DO NOT larger series joists. with 2" flange width & bearing
plate required Note: Minimum 2x6 vertical load capacity. See Boise literature for joist Boise Rim Joist See Boise literature for joist blocking ® BCI Joist Blocking vertical load capacity.
See Boise literature for Load bearing wall above (stacked over wall below) birdsmouth cut in bottom high end of rafter. D 2X 2N 2X 1ST FLOOR FRAMING PLAN 2X PRELIMINARY PLAN, NOT FOR
CONSTRUCTION R ------- Floor Framing Material ------ Type Qty. Product Length ------ ---- ------- -----
R1 1 SYP (PT MCA) #1 2 x 12 16' 0" J1 18 v v 12' 0" R2 2 v v 12' 0" J2
7 v v 10' 0" R3 1 v v 8' 0" Total length: 334' 0" R4 1
1" X 11-7/8" RIMBOARD 11' 0" Total length: 11' 0" R5 1 1" X 11 7/8" RIM BOARD 41'10" R6 1 v
v 17'10" Total length: 59' 8" R7 1 11-7/8" AJS 20 42' 0" J3 14 v v
26' 0" J4 12 v v 22' 0" J5 1 v v 20' 0" J6 35 v v
18' 0" R8 1 v v 18' 0" Total length: 1338' 0" R9 8 1" x 11-7/8" RIM BOARD
12' 0" R10 2 v v 4' 7" RXX (R/L) v v 3' 0" Total length: 108' 2"
------- Beam & Ledger Material ------ Type Qty. Product Length ------ ---- ------- ----- B7
3 1-3/4x11-7/8 VERSA-LAM 2.0 310 38' 0" B8 3 v v 32' 0" B9 3 v v 16' 0"
Total length: 258' 0" B10 2 SYP (PT MCA) #1 2 x 12 10' 0" Total length: 20' 0" G1 1 1-3/4x11-7/8
VERSA-LAM 2.0 310 7' 0" G2 1 v v 7' 0" G3 3 v v 26' 0" Total length:
92' 0" G4 1 SYP (PT MCA) #1 2 x 12 10' 0" G5 1 v v 12' 0" Total length: 22' 0"
G6 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 20' 0" Total length: 20' 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) SYP (PT MCA) #1 2 x 12 10' 0" Total length: 10' 0" XXX (R/L) 11-7/8" AJS 20
42' 0" XXX (R/L) v v 6' 0" Total length: 48' 0" All product names are trademarks of their respective owners
SO BU H RO OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes
no responsibility for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor
/ owner to install and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes 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. ------------- Connector List ------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners
(hip/jack) Skew Slope Top Detail ---------------------------------------------------------------------------------------------------------------------------------------------------
------------------------H1 25 LUS28 6 10d 3 10d C15076A.pdf
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------2 7 3 0 l
b s 2 7 3 0 l b s 1 7 7 9 l b s 1 5 3 0 5 l b s 1 3 3 7 3 l b s 1 2 3 1 5 l b s 5 2 6 2 l b s 1 0 0 0 4 l b s 1 6 6 1 1 l b s 7 8 7 5 l b s RXX RXX R10 R10 R9 R9 R9 R9 R9 R9 R9 R9 R8
R7 R6 R5 R4 R3 R2 R2 R1 J 6 1 6 " o c J5 16" oc J4 16" oc J3 16" oc J3 16" oc J2 16" oc J1 16" oc B10 2 ply B9 3 ply B8 3 ply B7 3 ply G6 1 ply G5 1 ply G4 1 ply G3 3 ply G2 1 ply G1
1 ply H1 H1
FRAME10.pdf FRAME10.SHT
SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Diessner/Fel Sackrey/Diessner/Feldman West Hatfield Ma.
21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 roof plane LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 02/15/19 DESCRIPTION: FINAL N/A N/A Florence Ma Baker Hill Rd.
vertical load capacity. See Boise literature for joist See Boise literature for joist blocking birdsmouth cut in bottom high end of rafter. 10d nails at 6" o.c. 4'-0" horiz. 2x4 one
side for 135 PLF max. 2x6 one side for 240 PLF max. 2'-6" horiz. 2x block BCI® blocking Holes cut for ventilation. Backer block. Thickness per corresponding BCI® series. D 2X 2N 2X
1S 2X PRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------ Type Qty. Product Length ------
---- ------- ----- R1 2 16" AJS 20 38' 0" R3 2 v v 26' 0" R5 1
v v 18' 0" Total length: 146' 0" ------- Roof Framing Material ------ Type Qty. Product
Length ------ ---- ------- ----- R2 27 16" AJS 20 26' 0" R4 35 v v
20' 0" Total length: 1402' 0" ------- Miscellaneous Materials ------ Type Qty. Product Length
------ ---- ------- ----- XXX (R/L) 16" AJS 20 82' 0" XXX (R/L) v v 30' 0"
Total length: 112' 0" All product names are trademarks of their respective owners SO BU H RO OV IT IT HU HH LS 2 3R This layout has been created using the
information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility for this layout if altered during construction or any
of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered
wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the completion of our layout contact RK Miles immediately
DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria:
L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. R5R3 R3 R1 R1 R 4 R2 18' 0"24' 0" 37' 0"11' 0" 48' 0"
42' 0"
FRAME08.pdf FRAME08.SHT
SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING Sum vertical load capacities Baker Hill Rd. Florence Ma. N/A N/A FINAL DESCRIPTION: 05/13/19 N/A N/A DATE:ISSUE: N/A N/A FINAL 1st walls
LAYOUT SHEET NUMBER: 1 NOTES: Scale: 3/8" = 1' rk Miles Inc. 21 West St. West Hatfield Ma. Sackrey John/Diessner Feldman JOB: Feldman DESIGNED BY: Doug Hodgins SHIPPING INFORMATION:
vertical load capacity. See Boise literature for joist See Boise literature for joist blocking vertical load capacity. blocking Boise joist Note: 18" and 20" depth joists require web
stiffeners at bearing points & at each end of blocking DO NOTbirdsmouth cut in bottom flange athigh end of rafter. 10d nails at 6" o.c. 4'-0" horiz. 2x4 one side for 135 PLF max. 2x6
one side for 240 PLF max. 2'-6" horiz. 2x block BCI® blocking Holes cut for ventilation. Backer block. Thickness per corresponding BCI® series. D 2X 2N 2X 1S 2X ROOF FRAMING PLAN
------- Floor Framing Material ------ Type Qty. Product Length ------ ---- ------- ----- R2 2
11-7/8" AJS 20 30' 0" Total length: 60' 0" ------- Roof Framing Material ------ Type Qty. Product
Length ------ ---- ------- ----- R1 17 11-7/8" AJS 20 30' 0" Total length:
510' 0" ------- Beam & Ledger Material ------ Type Qty. Product Length ------ ---- ------- ----- B3
3 1-3/4x20 VERSA-LAM 2.0 3100 SP 24' 0" Total length: 72' 0" ------- Header Material ------ Type Qty.
Product Length ------ ---- ------- ----- B1 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 20' 0"
Total length: 40' 0" B2 2 Spruce-Pine-Fir #2 2 x 10 4' 0" Total length: 8' 0" ------- Miscellaneous Materials
------ Type Qty. Product Length ------ ---- ------- ----- XXX (R/L) 11-7/8" AJS 20 42' 0"
XXX (R/L) v v 22' 0" Total length: 64' 0" All product names are trademarks of their respective owners SO BU H
RO OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility
for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install
and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the
completion of our layout contact RK Miles immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf
B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both
edges. R2 R2 R1 B2 2 ply B1 2 ply B3 3 ply 28' 0" 18' 0" 24' 0"