Xata Site permit permit 09_29_17 w framingXata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-01A-01A-01A-01
Plot Plan
NTS
Chestnut Ave
Extension
Beaver Brook Loop
Lot 28
Sheet Index
A-01 Cover
A-02 Site Plan
A-03 Foundation
A-04 First Floor Plan
A-05 Second Floor Plan
A-06 Loft Plan
A-07 Roof Plan
A-08 Elevation - East
A-09 Elevation - South
A-10 Elevation - West
A-11 Elevation - North
A-12 Window Schedule
A-13 Sections
A-14 Sections
A-15 Wall Section
S-1 Framing - 1st Floor Framing Plan
S-2 Framing - 2nd Floor Framing Plan
S-3 Framing - Loft Framing Plan
S-4 Framing - Roof Framing Plan
N
Cover
NTS
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-03A-03A-03A-0352'-0"24'-0"
32'-0"
8'-0"6'-6"27'-6"
24'-0"11'-6"40'-6"2'-8"3'-4"3'-0"2'-8"
18'-6"17'-0"8"8"10"8"
2'-6"15'-6"2'-6"4'-10"
4'-6"4'-6"14'-8"8" GRADE BEAM2'-6"2'-6"8"10"10"
8"8"8"5'-8"6'-8"6'-8"T.W. 87"
T.F. 10"
WINDOW
16" X 32"T.W. 95"
T.W. 97"
T.F. 40"
3' x 5'
SHOWER PAN
EL - 95"
6'-8"7'-0"VANITY DRAIN
TOILET DRAIN 1'-6 1/2"EL. 97"
5" CONCRETE FLOOR W/ WIRE & HEAT
EL. 97"
5" CONCRETE FLOOR W/ WIRE & HEAT
EL. 13"
4" CONCRETE FLOOR
T.W. 97"
T.F. 40"
T.W. 86"
8" GRADE BEAM 24"NO HEAT
10"48"48"36"24"
NO HEAT NO HEAT13'-7"PRE-CAST BULKHEAD STAIRS
SHEA #A
51-1/2" x 60" x 60"
51 - 1/2"
N
S/CO2
FOUNDATION
PLAN
1/4" = 1'-0"
A-03
Xata HouseLot 28Beaver Brooke EstatesLeeds, MA 01053Project Address:Project Name:Tanya Dragan + Constantine Voyevidka253-228-5356c.voyevidka@gmail.comtanyadragan@hotmail.comOwners:Nelson Geis70 Chestnut AveLeeds, MA 01053413-559-1334nelsongeis@gmail.comDesigner:1) Permit Set 8/28/20172) Revisions 09/23/2017Issue:August 28, 2017Date:Sheet Title:Scale:Scale:A-04A-04A-04A-04In-Law Suite/ Playroom24'-3" x 16'-0"Mudroom/Entry8-3" x 6'-2"Laundry10'-3" x 10'-2"DWUtility7'-3" x 6'-2"WCGallery4'-5" x 15'-2"8'-1"5'-0"4'-0"DW6'-0"Living Room22'-10" x 13'-3"Dining RoomKitchenN 3'-2"3'-4"52'-0"24'-0"UP14'-1"32'-4"24'-0"Bathroom10'-0" x 7'-0"Elec. PanelBilco Bulkhead to Basement2'-0"17'-0"27'-6"6'-6"5'-0"4'-0"8'-0"5'-5"2'-6"14'-6"5'-6"3'-0"7'-6"13'-4"10'-10"10'-0"10'-0"2'-10"3'-0"20'-6"1'-6"20'-0"11'-0"4'-6"5'-0"transom abovetransom above6'-4"0101020304050602030709101213041516170506070809Finished Square Footage Sq FtMain Area 1,330In Law 480Second Floor 1,283Total 3,093 Garage 960 14060811S/CO2S/CO2S/CO2FIRST FLOORPLAN1/4" = 1'-0"A-04
Xata HouseLot 28Beaver Brooke EstatesLeeds, MA 01053Project Address:Project Name:Tanya Dragan + Constantine Voyevidka253-228-5356c.voyevidka@gmail.comtanyadragan@hotmail.comOwners:Nelson Geis70 Chestnut AveLeeds, MA 01053413-559-1334nelsongeis@gmail.comDesigner:1) Permit Set 8/28/20172) Revisions 09/23/2017Issue:August 28, 2017Date:Sheet Title:Scale:Scale:A-05A-05A-05A-05Master Bedroom 9'-2" x 15'-2" Walk In Closet7'-0" x 8'-0"Office5'-6" x 15'-2"MasterBath10'-4" x 9'-6"Boy'sBath7'-4" x 9'-6"Study Hall6'-0" x 15'-10"Bedroom 19'-10" x 10'-0"Bedroom 29'-10" x 10'-0" Roof BelowDeck BelowRoof Below4'-5"Dining BelowLinen Closet30" Door2'-0"3'-1"24'-4"1'-10"3'-3"3'-0"3'-0"4'-3"2'-0"DN LadderLadder181020222411212628311213141532333435N 192325272930S/CO2S/CO2S/CO2S/CO2SECOND FLOOR1/4" = 1'-0"A-05
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-06A-06A-06A-06
Nap Loft
Utility
Attic
Utility/ Storage
Attic
Study Hall
Below
Bedroom
Below
Office
Below
DN
Ladder
Ladder
36
11
37
21
38
N
ATTIC PLAN
1/4" = 1'-0"
A-06
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-07A-07A-07A-0754'-7"26'-6"2/12 PITCH
ON THIS PORTION OF THE ROOF
4/12 PITCH
ON MAIN ROOF
2'-10"1'-6"1'-6"28'-8"2'-6"7'-0"24'-0"2'-10"
29'-8"
N
ROOF PLAN
1/4" = 1'-0"
A-07
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-08A-08A-08A-0827'-11"1 East Elevation
Scale: 1/4" = 1'-0"
0'-0" a.f.f.
First Floor10'-0"9'-0"7'-5"10'-0" top of sub floor
Second Floor
19'-0" top of sub floor
Loft
Stained or sealed cedar
ship lap siding
Stucco or
EIFS Siding, TBD 01
01
02
21 18192023
363738
03
22
ELEVATION
EAST
1/4" = 1'-0"
A-08
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-09A-09A-09A-09
2 South Elevation
Scale: 1/4" = 1'-0"
0'-0" a.f.f.
First Floor
10'-0" top of sub floor
Second Floor
19'-0" top of sub floor
Loft
12
4
Stucco or Eifs Siding, TBD
Stained or sealed cedar
ship lap siding
Control joint in siding as required
04
05
03
07
09
25 24
08
ELEVATION
SOUTH
1/4" = 1'-0"
A-09
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-10A-10A-10A-10
2 West Elevation
Scale: 1/4" = 1'-0"
0'-0" a.f.f.
First Floor
10'-0" top of sub floor
Second Floor
19'-0" top of sub floor
Loft
Stained or sealed
cedar
ship lap siding
Stucco or EIFS siding
TBD
12
2
Standing Seam
Metal Roof, TYP.
06
02
10
04
26
28
3132
11
27
2930
ELEVATION
WEST
1/4" = 1'-0"
Xata HouseLot 28Beaver Brooke EstatesLeeds, MA 01053Project Address:Project Name:Tanya Dragan + Constantine Voyevidka253-228-5356c.voyevidka@gmail.comtanyadragan@hotmail.comOwners:Nelson Geis70 Chestnut AveLeeds, MA 01053413-559-1334nelsongeis@gmail.comDesigner:1) Permit Set 8/28/20172) Revisions 09/26/2017Issue:August 28, 2017Date:Sheet Title:Scale:Scale:A-11A-11A-11A-111North ElevationScale: 1/4" = 1'-0"0'-0" a.f.f. First Floor10'-0" top of sub floorSecond Floor19'-0" top of sub floorLoftStucco or EIFS Siding, TBDStained or sealed cedar ship lap siding124121315161733343514ELEVATION NORTH1/4" = 1'-0"
Xata HouseLot 28Beaver Brooke EstatesLeeds, MA 01053Project Address:Project Name:Tanya Dragan + Constantine Voyevidka253-228-5356c.voyevidka@gmail.comtanyadragan@hotmail.comOwners:Nelson Geis70 Chestnut AveLeeds, MA 01053413-559-1334nelsongeis@gmail.comDesigner:1) Permit Set 8/28/20172) Revisions 09/26/2017Issue:August 28, 2017Date:Sheet Title:Scale:Scale:A-12A-12A-12A-12Window ScheduleWindow PositionLocation Type Rough Dimensions Operation Color Notes Width Height 01 WCA2'-6" 2'-6" Tilt Turn Black/Brown exterior White interior 02 Dining Room B 6'-0" 6'-0" Tilt Turn mulled with fixed units Black/Brown exterior White interior 03 Stair E 2'-6" 8'-0" Fixed units mulled togetherBlack/Brown exterior White interior Tempered04 Living Room G 2'-8" 9'-0" Tilt Turn mulled with fixed units Black/Brown exterior White interior Tempered05 Living Room H 10'-0" 9'-0" Tilt Turn mulled With fixed units Black/Brown exterior White interior Tempered06 Living Room I 10'-0" 9'-0" Tilt Turn mulled With fixed units Black/Brown exterior White interior Tempered07 In Law Suite J 9'-0" 9'-0" Tilt Turn mulled with door and fixed unit Black/Brown exterior White interior Tempered (duplicated on Door Schedule)08 In Law Suite S 6'-0" 2'-0" Fixed unitBlack/Brown exterior White interior 09 In Law Suite L 2'-0" 6'-0" Tilt Turn mulled With fixed unit Black/Brown exterior White interior 10 In Law Suite M 4'-0" 6'-0" Tilt Turn mulled With fixed unit Black/Brown exterior White interior 11 In Law Suite S 2'-0" 6'-0" Tilt TurnBlack/Brown exterior White interior 12 In Law Suite N 2'-0" 4'-0" Tilt TurnBlack/Brown exterior White interior 13 In Law Suite N 2'-0" 4'-0" Tilt TurnBlack/Brown exterior White interior 14 In Law Suite Bath A 2'-6" 2'-6" Tilt Turn Black/Brown exterior White interior 15 MudroomA2'-6" 2'-6" Tilt Turn Black/Brown exterior White interior 16 Mudroom G 2'-8" 9'-0" Tilt Turn mulled with fixed unit Black/Brown exterior White interior Tempered17 Laundry O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 18 Office O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 19 Hall O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 20 Hall C 6'-0" 6'-0" Tilt Turn mulled with fixed units Black/Brown exterior White interior 21 Hall F 2'-6" 14'-4" Fixed units mulled togetherBlack/Brown exterior White interior Tempered22 Bedroom 2 K 2'-6" 6'-0" Tilt Turn mulled with fixed unit Black/Brown exterior White interior Tempered, Egress23 Bedroom 2 Q 5'-6" 2'-6" Fixed unit Black/Brown exterior White interior 24 Bedroom 2 O 8'-0" 2'-6" Tilt Turn mulled with fixed units Black/Brown exterior White interior 25 Bedroom 1 O 8'-0" 2'-6" Tilt Turn mulled with fixed units Black/Brown exterior White interior 26 Bedroom 1 Q 5'-6" 2'-6" Fixed unit Black/Brown exterior White interior 27 Bedroom 1K2'-6" 6'-0" Tilt Turn mulled with fixed unit Black/Brown exterior White interior Tempered, Egress28 Study Hall A 2'-6" 2'-6" Tilt Turn Black/Brown exterior White interior 29 Study Hall R 5'-4" 2'-6" Fixed unit Black/Brown exterior White interior 30 Study Hall A 2'-6" 2'-6" Tilt Turn Black/Brown exterior White interior 31 Master Bath P 6'-0" 2'-6" Tilt Turn Black/Brown exterior White interior Tempered32 Master Bedroom O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 33 Master Bedroom O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 34 Master Bedroom A 2'-6" 2'-6" Tilt Turn Black/Brown exterior White interior 35 Master Bedroom D 2'-6" 6'-8" Tilt Turn mulled with fixed unit Black/Brown exterior White interior Tempered, Egress36 Nap Loft O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 37 Hall Transom P 6'-0" 2'-6" Fixed unit Black/Brown exterior White interior 38 Nerf Loft O 8'-0" 2'-6" Tilt Turn mulled with fixed unit Black/Brown exterior White interior 2'-6"2'-6"6'-0"4'-0"2'-0"6'-0"4'-0"2'-0"6'-0"2'-0"4'-0"6'-0"2'-0"4'-0"6'-8"2'-6"8'-0"6'-0"2'-0"14'-4"2'-6"2'-6"3'-10"2'-0"6'-0"9'-0"2'-8"6'-6"2'-5"9'-0"3'-4"2'-4"1'-0"2'-0"1'-4"10'-0"2'-0"2'-0"4'-6"3'-0"9'-0"1'-6"2'-0"1'-0"2'-6"3'-0"10'-0"1'-10"2'-0"2'-4"3'-0"9'-0"2'-0"3'-4"2'-10"2'-10"9'-0"3'-0"6'-10"2'-0"6'-0"4'-0"2'-6"2'-0"6'-0"4'-0"2'-0"4'-0"4'-0"6'-0"4'-0"2'-0"2'-6"2'-6"8'-0"2'-6"6'-0"5'-6"2'-6"5'-4"2'-6"2'-0"6'-0"2'-6"4'-2"2'-6"BCDEFGHIJKLMNOPQRSWindow ScheduleNTSA-12
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-13A-13A-13A-139'-0"1'-0"8'-0"8'-0"2'-0"16'-2"8'-7"1'-0"9'-0"7"7'-7"Dropped ceiling to allow for
mechanical chase
from North to South
Half wall on Study Hall
side only 4'-2"SECTION 1
NTS
Xata
House
Lot 28
Beaver Brooke Estates
Leeds, MA 01053
Project Address:
Project Name:
Tanya Dragan +
Constantine Voyevidka
253-228-5356
c.voyevidka@gmail.com
tanyadragan@hotmail.com
Owners:
Nelson Geis
70 Chestnut Ave
Leeds, MA 01053
413-559-1334
nelsongeis@gmail.com
Designer:
1)Permit Set 8/28/2017
2)Revisions 09/23/2017
Issue:
August 28, 2017
Date:
Sheet Title:
Scale:
Scale:
A-14A-14A-14A-148'-0"11'-8"4'-2"2'-6"9'-0"7'-0"4'-1"6'-7"Wall continues to ceiling only on bedroom side 7"7'-0"9'-0"1'-6"9'-0"1'-0"8'-0"7"SECTIONS 2
1/4" = 1'-0"
Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Xata
Neil Homstead/XataWest 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 joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1ST FLOOR FRAMING PLAN2X 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 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.R1R2R2R2R2R2R3R3J116" ocG12 plyH1
Sum vertical load capacitiestotal vertical load capacity.of Boise joist & rimboard forSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Xata
Neil Homstead/XataWest 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 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®birdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2X 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 SOBU 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 ------------- 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.pdfH2 20 LUS24 4 10d 2 10d C15076A.pdfH3 4 LSSUH310 WS 18 16d 12 10dx1.5" C15095.pdfH4 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.1956lbs2317lbs6205lbs1261lbs3088lbs1257lbsRXXRXXR15R14R13R12R12R12RXXR10R9R8R7R6R5R4R3R3R2R1J616" ocJ616" ocJ516" ocJ516" ocJ516" ocJ416" ocJ416" ocJ316" ocJ216" ocJ116" ocB162 plyB152 plyB142 plyB32 plyB22 plyB12 plyB122 plyB112 plyG242 plyG182 plyG172 plyG132 plyG101 plyG91 plyG82 plyG72 plyG62 plyG52 plyG41 plyH1H1H4H4H4H4H4H4H4H4H3H2 CEILING FRAMING PLAN
Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Xata
Neil Homstead/XataWest 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 joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1S2X 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 SOBU 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 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.R1R2R2R4R4R4R5R5R5R6R7R8R9R9R9R10R11R13RXXR17R17R18R19R3R12R14R15J116" ocJ216" ocJ216" ocJ3 1" ocP1P1B12 plyB22 plyB32 plyB42 plyB52 plyB62 plyB72 plyB82 plyB92 plyB102 ply
Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Xata
Neil Homstead/XataWest 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 joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottomBCI® series.correspondingThickness perBacker block.for ventilation.Holes cutBCI® blocking2x block2'-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 D2X2N2X1S2X 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 LAYOUTROOVITITHUHHLS 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: 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.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXR1B12 plyB22 plyB32 ply