fwdxatabuilderslayouts-1
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FRAME06.pdf FRAME06.SHT
Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Xata Neil Homstead/Xata 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 07/24/17 DESCRIPTION: FINAL N/A N/A Leeds Ma. Lot 28 Bever Brook Estate See Boise literature for joist vertical load capacity.
See Boise literature for joist blocking birdsmouth cut in bottom D 2X 2N 2X 1ST FLOOR FRAMING PLAN 2X R ------- Floor Framing Material ------ Type Qty.
Product Length ------ ---- ------- ----- R1 1 Spruce-Pine-Fir #2 2 x 8 16' 0" J1 13 v
v 12' 0" R2 5 v v 12' 0" R3 2 v v 3' 0" Total
length: 238' 0" ------- Beam & Ledger Material ------ Type Qty. Product Length ------ ---- ------- -----
G1 2 Spruce-Pine-Fir #2 2 x 8 4' 0" Total length: 8' 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. R1 R2 R2R2 R2R2 R3 R3 J1 16" oc G1 2 ply H1
FRAME08.pdf FRAME08.SHT
Sum vertical load capacities total vertical load capacity. of Boise joist & rimboard for SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Xata Neil Homstead/Xata 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 07/24/17 DESCRIPTION: FINAL N/A N/A Leeds Ma. Lot 28 Bever Brook
Estate See Boise literature for joist vertical load capacity. See Boise literature for joist blocking (stacked over wall below) Load bearing wall above See Boise literature for vertical
load capacity. BCI Joist Blocking ® birdsmouth cut in bottom D 2X 2ND FLOOR FRAMING PLAN 2X 1S 2X R ------- Floor Framing Material ------ Type Qty. Product
Length ------ ---- ------- ----- R1 1 Spruce-Pine-Fir #2 2 x 4 16' 0" R2 1 v v
12' 0" J1 20 v v 7' 0" R3 2 v v 7' 0" Total length: 182'
0" R4 1 1" X 11 7/8" RIM BOARD 25' 8" R5 1 v v 23' 9-1/4" R6 1 v v 3' 6"
Total length: 52'11-1/4" J2 2 11-7/8" AJS 20 26' 0" J3 19 v v 24' 0" R7
1 v v 24' 0" J4 5 v v 16' 0" J5 9 v v 14' 0" R8
1 v v 14' 0" J6 6 v v 12' 0" R9 1 v v 12' 0" R10 1
v v 3' 0" Total length: 839' 0" R12 3 1" x 11-7/8" RIM BOARD 12' 0" R13 1 v
v 11' 6-1/4" R14 1 v v 11' 2-1/4" R15 1 v v 2' 5"
Total length: 61' 1-1/2" RXX (R/L) 11-7/8" AJS 20 2' 0" Total length: 2' 0" RXX (R/L) 1" x 11-7/8" RIM BOARD
3' 0" Total length: 3' 0" ------- Beam & Ledger Material ------ Type Qty. Product Length
------ ---- ------- ----- B11 2 Spruce-Pine-Fir #2 2 x 10 20' 0" B12 2 v v 7' 0"
Total length: 54' 0" G4 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 7' 0" G5 2 v v 5' 0" G6 2
v v 5' 0" G7 2 v v 16' 0" G8 2 v v 12' 0" G9 1 v
v 12' 0" G10 1 v v 12' 0" G13 2 v v 6' 0" G17 2 v v
12' 0" G18 2 v v 12' 0" G24 2 v v 24' 0" Total length:
215' 0" ------- Header Material ------ Type Qty. Product Length ------ ---- ------- ----- B1
2 Spruce-Pine-Fir #2 2 x 10 7' 0" Total length: 14' 0" B2 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 12' 0"
Total length: 24' 0" B3 2 Spruce-Pine-Fir #2 2 x 10 10' 0" Total length: 20' 0" B14 2 1-3/4x9-1/2
VERSA-LAM 2.0 3100 12' 0" B15 2 v v 6' 0" Total length: 36' 0" B16 2 Spruce-Pine-Fir #2 2 x
10 4' 0" Total length: 8' 0" ------- Post Material ------ Type Qty. Product Length ------
---- ------- ----- P1 6 Column by others 8' 1-1/8" Total length: 48' 6-3/4"
------- Miscellaneous Materials ------ Type Qty. Product Length ------ ---- ------- ----- XXX (R/L) 11-7/8"
AJS 20 46' 0" Total length: 46' 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 ------------- Connector List ------------ID# Qty Model Number Note Carrying mbr fasteners (top/face)
Carried mbr fasteners (hip/jack) Skew Slope Top Detail ----------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------H1 2 HUS1.81/10 S 30 10dx1.5" 10 10d
C15111B.pdf H2 20 LUS24 4 10d 2 10d C15076A.pdf
H3 4 LSSUH310 WS 18 16d 12 10dx1.5" C15095.pdf H4 32 ITS2.56/11.88
S 2 10dx1.5" 2 Teardrops 4 10dx1.5" C15118X.pdf -----------------------------------------------------------------
---------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order
W -- Web Stiffeners required 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. 1 9
5 6 l b s 2 3 1 7 l b s 6 2 0 5 l b s 1 2 6 1 l b s 3 0 8 8 l b s 1 2 5 7 l b s RXX RXX R15 R14 R13 R12 R12 R12 RXX R10 R9 R8 R7 R6 R5 R4 R3 R3 R2 R1 J6 16" oc J6 16" oc J5 16" oc J5
16" oc J5 16" oc J4 16" oc J4 16" oc J 3 1 6 " o c J2 16" oc J1 16" oc B16 2 ply B 1 5 2 p l y B14 2 ply B3 2 ply B2 2 ply B 1 2 p l y B 1 2 2 p l y B11 2 ply G24 2 ply G 1 8 2 p l
y G 1 7 2 p l y G 1 3 2 p l y G 1 0 1 p l y G 9 1 p l y G8 2 ply G 7 2 p l y G6 2 ply G5 2 ply G 4 1 p l y H1 H1 H4 H4 H4 H4 H4 H4 H4 H4H3 H2 CEILING FRAMING PLAN
FRAME10.pdf FRAME10.SHT
Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Xata Neil Homstead/Xata West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER:
1 2nd walls LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 07/06/17 DESCRIPTION: FINAL N/A N/A Leeds Ma. Lot 28 Bever Brook Estate See Boise literature for joist vertical load capacity.
See Boise literature for joist blocking birdsmouth cut in bottom D 2X 2N 2X 1S 2X ROOF FRAMING PLAN ------- Floor Framing Material ------ Type Qty. Product
Length ------ ---- ------- ----- R1 1 Spruce-Pine-Fir #2 2 x 6 28' 0" R2 2 v v
14' 0" J1 11 v v 8' 0" R4 3 v v 8' 0" Total length: 168'
0" R5 3 1" X 9-1/2" RIMBOARD 23'10" R6 1 v v 10' 2-1/2" R7 1 v v 7' 7-3/4"
R8 1 v v 5'11-1/2" Total length: 95' 3-3/4" J2 14 9-1/2" AJS 20 24' 0" R9
3 v v 24' 0" R10 1 v v 12' 0" J3 1 v v 8' 0" R11
1 v v 6' 0" Total length: 434' 0" R13 1 11-7/8" AJS 25 10' 0"
Total length: 10' 0" R17 2 1" x 9-1/2" RIM BOARD 10' 9-1/2" R18 1 v v 10' 4-3/4" R19 1
v v 2' 9" Total length: 34' 8-3/4" RXX (R/L) 1-3/4x7-1/4 VERSA-LAM 2.0 3100 2' 0"
Total length: 2' 0" ------- Roof Framing Material ------ Type Qty. Product Length ------ ---- -------
----- R3 14 Spruce-Pine-Fir #2 2 x 6 8' 0" Total length: 112' 0" R12 14 11-7/8" AJS 25 18'
0" R14 1 v v 8' 0" Total length: 260' 0" R15 1 1-3/4x7-1/4 VERSA-LAM 2.0 3100 26' 0"
Total length: 26' 0" ------- Header Material ------ Type Qty. Product Length ------ ----
------- ----- B1 2 Spruce-Pine-Fir #2 2 x 10 10' 0" B2 2 v v 10' 0" B3 2 v
v 10' 0" B4 2 v v 10' 0" B5 2 v v 10' 0" B6 2 v v
10' 0" B7 2 v v 10' 0" B8 2 v v 12' 0" Total length:
164' 0" B9 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 7' 0" Total length: 14' 0" B10 2 Spruce-Pine-Fir #2 2 x 10 7' 0"
Total length: 14' 0" ------- Post Material ------ Type Qty. Product Length ------ ----
------- ----- P1 2 Column by others 8' 1-1/8" Total length: 16' 2-1/4" ------- Miscellaneous
Materials ------ Type Qty. Product Length ------ ---- ------- ----- XXX (R/L) Spruce-Pine-Fir #2 2 x 6
26' 0" Total length: 26' 0" XXX (R/L) 9-1/2" AJS 20 26' 0" Total length: 26' 0"
XXX (R/L) 11-7/8" AJS 25 24' 0" Total length: 24' 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 CEILING FRAMING PLAN 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. R1 R2 R2 R4 R4 R4 R5 R5 R5 R6 R7 R8 R9 R9 R9 R10R11 R13 RXX R17 R17 R18 R19 R3 R12 R14 R15 J1 16" oc J2 16" oc J2 16" oc J3 1" oc P1 P1 B1 2 ply B2 2 ply B3
2 ply B4 2 ply B5 2 ply B6 2 ply B7 2 ply B8 2 ply B9 2 ply B10 2 ply
FRAME12.pdf FRAME12.SHT
Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Xata Neil Homstead/Xata West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER:
1 upper roof LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 07/24/17 DESCRIPTION: FINAL N/A N/A Leeds Ma. Lot 28 Bever Brook Estate See Boise literature for joist vertical load capacity.
See Boise literature for joist blocking birdsmouth cut in bottom BCI® series. corresponding Thickness per Backer block. for ventilation. Holes cut BCI® blocking 2x block 2'-6" horiz.
2x6 one side for 240 PLF max. 2x4 one side for 135 PLF max. 4'-0" horiz. at 6" o.c. 10d nails D 2X 2N 2X 1S 2X ROOF FRAMING PLAN ------- Roof Framing Material ------
Type Qty. Product Length ------ ---- ------- ----- R1 25 16" AJS 25 26' 0"
Total length: 650' 0" ------- Header Material ------ Type Qty. Product Length ------ ----
------- ----- B1 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" B2 2 v v 10' 0"
Total length: 40' 0" B3 2 Spruce-Pine-Fir #2 2 x 10 7' 0" Total length: 14' 0" ------- Miscellaneous Materials
------ Type Qty. Product Length ------ ---- ------- ----- X1 4 16" AJS 25 11'10-1/4"
XXX (R/L) v v 46' 0" XXX (R/L) v v 90' 0" Total length: 183' 5" All product
names are trademarks of their respective owners SO BU HEADER & BEAM LAYOUT 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. XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX R1 B1 2 ply
B2 2 ply B3 2 ply