fwd69chestnutave_ext_structuraldrawings
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FRAME06.pdf FRAME06.SHT
Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Shaw Marek Wally/Shaw 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 06/25/18 DESCRIPTION: FINAL N/A N/A vertical load capacity. See Boise literature for joist See Boise literature for joist blocking
birdsmouth cut in bottom high end of rafter. D 2X 2N 2X 1ST FLOOR FRAMING PLAN 2X R ------- Floor Framing Material ------ Type Qty. Product
Length ------ ---- ------- ----- J1 39 Spruce-Pine-Fir #2 2 x 12 16' 0" R1 7 v v 16'
0" J2 22 v v 12' 0" R2 5 v v 12' 0" R3 1 v v 10' 0" R4
2 v v 8' 0" J3 3 v v 6' 0" R5 1 v v 6' 0" R6
4 v v 3' 0" Total length: 1122' 0" ------- Beam & Ledger Material ------ Type Qty. Product
Length ------ ---- ------- ----- B8 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 44' 0" Total length:
132' 0" G1 2 Spruce-Pine-Fir #2 2 x 12 4' 0" G2 2 v v 2' 0" G3 2 v v 4' 0"
G4 3 v v 18' 0" G5 2 v v 18' 0" G6 2 v v 14' 0" G7
2 v v 18' 0" Total length: 174' 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) Spruce-Pine-Fir #2 2 x 12 36' 0" Total length: 36' 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 4 LUS210-2 8 10dx1.5" 6 10d C15076A.pdf
H2 7 LUS210 8 10dx1.5" 4 10d C15076A.pdf ---------------------------------------
------------------------------------------------------------------------------------------------------------------------------------1 1 4 8 8 l b s 1 0 6 5 1 l b s 1 2 1 2 0 l b s 1
1 1 7 3 l b s 6 4 1 4 l b s 4 3 7 l b s R6 R6 R6 R6 R5 R4R4R3 R2 R2R2 R2 R2 R1 R1R1 R1 R1R1 R1 J3 16" oc J2 16" oc J2 16" oc J2 16" oc J1 16" oc J1 16" oc J1 16" oc B8 3 ply G7 2 ply
G6 2 ply G5 2 ply G4 3 ply G3 2 ply G2 2 ply G1 2 ply H2 H1 H1 H1 H1 H2 H2
FRAME08.pdf FRAME08.SHT
BUILD GIRDER INTO WALL ABOVE of Boise joist & rimboard for total vertical load capacity. Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Shaw Marek
Wally/Shaw 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 06/25/18 DESCRIPTION: FINAL N/A N/A
cut, notch or drill flanges DO NOT Boise joist hole chart. Minimum distance per cut holes near bearing support DO NOT vertical load capacity. See Boise literature for 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 2ND FLOOR FRAMING PLAN 2X 1S 2X R ------- Floor Framing Material ------ Type Qty. Product Length ------ ----
------- ----- R1 1 1" X 16" RIMBOARD 12' 0" R2 1 v v 11'10"
Total length: 23'10" J1 18 16" AJS 20 24' 0" R3 2 v v 12' 0"
Total length: 456' 0" R4 1 1" X 11 7/8" RIM BOARD 27'10" R5 1 v v 7'10-3/4" R6 1 v v
7' 0-3/8" R7 1 v v 3'11" R8 1 v v 3' 7-1/8" Total length:
50' 3-1/4" J2 26 11-7/8" AJS 20 16' 0" R9 1 v v 16' 0" J3 34 v v 12'
0" R10 1 v v 12' 0" R11 2 v v 8' 0" J4 8 v v 4' 0" R12
2 v v 4' 0" Total length: 908' 0" R13 4 1" x 16" RIM BOARD 12' 0"
Total length: 48' 0" R14 4 1" x 11-7/8" RIM BOARD 12' 0" R15 1 v v 9' 4" R16 1 v
v 8' 0" R17 1 v v 6' 8" R18 1 v v 5' 0-1/4"
Total length: 77' 0-1/4" ------- Beam & Ledger Material ------ Type Qty. Product Length ------ ---- -------
----- B3 2 Spruce-Pine-Fir #2 2 x 10 8' 0" B4 2 v v 40' 0" B5 2 v v
8' 0" B11 2 v v 10' 0" B12 2 v v 4' 0" Total length: 140' 0" G6
3 1-3/4x14 VERSA-LAM 2.0 3100 SP 16' 0" G7 3 v v 18' 0" Total length: 102' 0" G8
2 1-3/4x11-7/8 VERSA-LAM 2.0 310 24' 0" G9 1 v v 4' 0" G10 2 v v 10' 0"
Total length: 72' 0" G21 2 11-7/8" AJS 20 10' 0" Total length: 20' 0" ------- Header
Material ------ Type Qty. Product Length ------ ---- ------- ----- B1 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100
10' 0" Total length: 20' 0" B2 3 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 54' 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 ------ ---- ------- ----- W1 2 v v 0' 4-1/2" Total
length: 0' 9" XXX (R/L) 16" AJS 20 20' 0" Total length: 20' 0" All product names are trademarks of their respective
owners SO BUILD DOWN GARAGE WALL TO ACCOMIDATE FOR LARGER JOISTS 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 1 LSSU410 18 12
C15095.pdf H2 36 IUS2.56/11.88 S 10 10d 2 Teardrops
C15110.pdf H3 42 ITS2.56/11.88 S 2 10dx1.5" 2 Teardrops 4 10dx1.5" C15118X.pdf -----------------------
---------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not
in Inventory -- Special Order 7 7 5 l b s 1 7 5 l b s 6 3 1 2 l b s 4 9 7 6 l b s 4 0 8 1 l b s 4 0 8 1 l b s 2 5 9 8 l b s 2 5 9 8 l b s 1 4 5 9 l b s 1 4 5 9 l b s R18 R17 R16 R15
R14 R14R14R14 R13 R13 R13 R13 R12 R12 R11 R11 R10 R9 R8 R7 R6 R5 R4 R3 R3 R2 R1 J4 16" oc J4 16" oc J3 16" oc J3 16" oc J2 16" oc J2 16" oc J1 16" oc B2 3 ply B1 2 ply B12 2 ply B11
2 ply B5 2 ply B4 2 ply B3 2 ply G21 2 ply G9 1 ply G8 2 ply G7 3 ply G6 3 ply G10 2 ply W1 H1 H3 H3 H3 H3 H2 H2 H2
FRAME10.pdf FRAME10.SHT
Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Shaw Marek Wally/Shaw 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 06/25/18 DESCRIPTION: FINAL N/A N/A vertical load capacity. See Boise literature for joist See Boise literature for joist blocking
birdsmouth cut in bottom high end of rafter. D 2N 2X 1S ROOF FRAMING PLAN ------- Floor Framing Material ------ Type Qty. Product Length
------ ---- ------- ----- R1 1 Spruce-Pine-Fir #2 2 x 6 30' 0" Total length: 30' 0"
------- Roof Framing Material ------ Type Qty. Product Length ------ ---- ------- ----- R2 18 Spruce-Pine-Fir
#2 2 x 6 5' 0" Total length: 90' 0" ------- Beam & Ledger Material ------ Type Qty. Product
Length ------ ---- ------- ----- G1 2 Spruce-Pine-Fir #2 2 x 10 12' 0" G2 2 v v 12' 0"
G3 2 v v 8' 0" G4 2 v v 8' 0" G5 2 v v 16' 0" G6
2 v v 16' 0" G7 2 v v 16' 0" G8 2 v v 16' 0"
Total length: 208' 0" G9 3 1-3/4x9-1/4 VERSA-LAM 2.0 3100 22' 0" G10 3 v v 22' 0" G11 3
v v 22' 0" G12 3 v v 22' 0" Total length: 264' 0" ------- Post Material
------ Type Qty. Product Length ------ ---- ------- ----- P1 4 Column by others 0' 1-1/2"
Total length: 0' 6" ------- Miscellaneous Materials ------ Type Qty. Product Length ------ ----
------- ----- XXX (R/L) Spruce-Pine-Fir #2 2 x 6 24' 0" Total length: 24' 0" All product names are trademarks
of their respective owners S B H R O I I H L 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. 2X6 ROOF RAFTERS 16" O/C R1 R2 G1 2 ply G2 2 ply G3 2 ply G4 2 ply G5 2 ply G6 2 ply G7 2 ply G8 2 ply G9 3 ply G10 3 ply G11 3 ply G12 3
ply H1H1H1H1 H2H2H2H2 H3 2X10 RAFTERS 16” O/C