06 -064 70 Chestnut Av Ext Carmody Reiss Permit Set 2 09_07_16Sum vertical load capacitiestotal vertical load capacity.of Boise joist & rimboard forSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Carmody
Scott Keiter/CarmodyWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/16" = 1'NOTES:SHEET NUMBER: 1
foundation
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
08/24/16
DESCRIPTION:
FINAL
N/A
N/A
Leeds
Lot 15 Bever Brook
DO NOTcut, notch or drill flangesDO NOTcut holes near bearing supportMinimum distance perBoise joist hole chart.See Boise literature for joistvertical load capacity.See Boise literature for joist blocking®BCI Joist Blockingvertical load capacity.See Boise literature forLoad bearing wall above(stacked over wall below)birdsmouth cut in bottom D2221ST FLOOR FRAMING PLAN2PRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 2 1" X 11 7/8" RIM BOARD 29'10" Total length: 59' 8" J1 32 11-7/8" AJS 20 30' 0" R2 2 v v 30' 0" J2 11 v v 20' 0" J3 6 v v 12' 0" J4 1 v v 8' 0" Total length: 1320' 0" R3 7 1" x 11-7/8" RIM BOARD 12' 0" R4 1 v v 11' 0" R5 1 v v 10' 6-1/4" R6 1 v v 6' 8-1/4" R7 1 v v 3' 6" Total length: 115' 8-1/2" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 12' 0" G2 1 v v 8' 0" G3 1 v v 2' 0" G5 1 v v 12' 0" G6 2 v v 12' 0" Total length: 58' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 11-7/8" AJS 20 88' 0" Total length: 88' 0"All product names are trademarks of their respective owners HROIIHHLL3This 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 1 HUS1.81/10 S 30 10 C15111B.pdfH2 1 HUS1.81/10 S 30 16d 10 16d C15111B.pdfH3 15 ITS2.56/11.88 S 2 10d 2 Teardrops 4 10d C15118X.pdfH4 1 ITS2.56/11.88 S 2 10dx1.5" 2 Teardrops 4 10dx1.5" C15118X.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order198lbsR7R6R5R4R3R3R3R3R3R3R3R2R2R1R1J416" ocJ316" ocJ216" ocJ116" ocJ116" ocG62 plyG51 plyG31 plyG21 plyG11 plyH4H2H1H3H3SOLID BLOCKINGSOLID BLOCKINGSOLID BLOCKING OR METAL BRIDGING
LOWER ROOF FRAMING PLANCONTINUOUS HEADERSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Carmody
Scott Keiter/CarmodyWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
lower roof
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
08/30/16
DESCRIPTION:
FINAL
N/A
N/A
Leeds
Lot 15 Bever Brook See Boise literature for joistvertical load capacity.See Boise literature for joist blocking®BCI Joist Blockingvertical load capacity.See Boise literature forLoad bearing wall above(stacked over wall below)®or rimboard closure.Nail with 8d nailsinto each flange.23/32" min. plywood/OSBBCI joist blockingrequired for cantilever.birdsmouth 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 D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 1 11-7/8" AJS 20 20' 0" R3 1 v v 16' 0" R5 2 v v 3' 0" Total length: 42' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 7 11-7/8" AJS 20 20' 0" R4 1 v v 5' 0" R6 2 v v 3' 0" Total length: 151' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B2 2 Spruce-Pine-Fir #2 2 x 10 5' 0" B6 2 v v 16' 0" Total length: 42' 0" G1 1 11-7/8" AJS 20 5' 0" Total length: 5' 0" G3 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 16' 0" G4 2 v v 8' 0" Total length: 48' 0" G5 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 28' 0" Total length: 56' 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) 11-7/8" AJS 20 20' 0" XXX (R/L) v v 10' 0" Total length: 30' 0"All product names are trademarks of their respective owners S BU HEADER & BEAM LAYOUTROOVITITHUHHLSLS3RThis 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 immediately2457lbs859lbsR2R3R5R5R1R4R6B22 plyB62 plyG11 plyG32 plyG42 plyG52 plyH1H2
SOLID BLOCKINGSOLID BLOCKINGSIMPSON A35 ANGLES AT ALL RAFTER ENDSSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Carmody
Scott Keiter/CarmodyWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/16" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
08/30/16
DESCRIPTION:
FINAL
N/A
N/A
Leeds
Lot 15 Bever Brook
DO NOTcut, notch or drill flangesDO NOTcut holes near bearing supportMinimum distance perBoise joist hole chart.See Boise literature for joistvertical load capacity.See Boise literature for joist blocking®or rimboard closure.Nail with 8d nailsinto each flange.23/32" min. plywood/OSBBCI joist blockingrequired for cantilever.birdsmouth cut in bottom D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 2 14" AJS 20 30' 0" R4 2 v v 28' 0" R6 8 v v 3' 0" Total length: 140' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 40 14" AJS 20 32' 0" R3 15 v v 28' 0" R5 82 v v 3' 0" Total length: 1946' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G3 2 14" AJS 20 32' 0" G4 2 v v 28' 0" G5 2 v v 28' 0" G6 2 v v 32' 0" Total length: 240' 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) 14" AJS 20 104' 0" XXX (R/L) v v 212' 0" Total length: 316' 0"All product names are trademarks of their respective owners SO BU HEADER & BEAM LAYOUTROOVITITHUHHLSLS3RThis 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: 15 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 82 ITS2.56/14 S 2 10dx1.5" 2 Teardrops 4 10dx1.5" C15118X.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order10d nailsat 6" o.c.4'-0" horiz.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max.2'-6" horiz.2x blockBCI blocking.Holes cutfor ventilation.Backer block.Thickness percorrespondingBCI series.®®(not visible)greater than 1/4 in 12Simpson VPA or USP TMP connectors or equalcan be used in lieu of beveled plate for slopesfrom 3/12 to 12/12.2x beveled plate for slopeR2R2R4R4R6R6R6R6R6R6R6R6R1R3R5R5R5R5G32 plyG42 plyG52 plyG62 plyH1H1H1H1SOLID BLOCKINGSOLID BLOCKINGSOLID BLOCKING
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottCarmody - Level 8 9- 6-16
4:39pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcA1 Member Type: Joist Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 2.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Snow Load: 35 PSF Deflection Criteria: L/240 live, L/180 total
Dead Load: 15 PSF Deck Connection: Nailed
Filename: C:\KMW\JOBS\
1 2
26 8 0
26 8 0 4 5 7Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 867# --
2 26' 8.000" Wall SPF Plate (425psi) N/A 1.500" 867# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Snow Dead
1 604#(453plf) 263#(197plf)
2 604#(453plf) 263#(197plf)
Design spans
26' 3.062"
Product: 16" AJS 20 16.0" O.C.PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5612.'# 7062.'# 79% 13.33' Total Load D+S
Shear 855.# 2376.# 35% 0' Total Load D+S
End Reaction 867.# 1478.# 58% 0' Total Load D+S
TL Deflection 0.9457" 1.7503" L/333 13.33' Total Load D+S
LL Deflection 0.6592" 1.3127" L/477 13.33' Total Load S
Control: Pos. Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottCarmody - Level 8 9- 6-16
4:02pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcA6 Member Type: Joist Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: -2.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Snow Load: 35 PSF Deflection Criteria: L/240 live, L/180 total
Dead Load: 15 PSF Deck Connection: Nailed
Filename: C:\KMW\JOBS\
1 2 3
18 8 12 11 3 4
30 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 498# --
2 18' 8.750" Wall SPF Plate (425psi) N/A 3.500" 1291# --
3 30' 0.000" Wall SPF Plate (425psi) N/A 1.500" 168# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Snow Dead
1 347#(260plf) 151#(113plf)
2 900#(675plf) 391#(293plf)
3 117#(88plf) 51#(38plf)
Design spans
18' 7.188" 11' 0.438"
Product: 14" AJS 20 16.0" O.C.PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1849.'# 6092.'# 30% 7.72' Total Load D+S
Negative Moment 2136.'# 6092.'# 35% 18.73' Total Load D+S
Shear 720.# 2061.# 34% 18.72' Total Load D+S
End Reaction 498.# 1437.# 34% 0' Total Load D+S
Int. Reaction 1291.# 2794.# 46% 18.73' Total Load D+S
TL Deflection 0.1867" 1.2399" L/999+ 8.64' Total Load D+S
LL Deflection 0.1301" 0.9299" L/999+ 8.64' Total Load S
Control: Max Int. React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottCarmody - Level 8 9- 6-16
4:19pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcA1 Member Type: Joist Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 2.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Snow Load: 35 PSF Deflection Criteria: L/240 live, L/180 total
Dead Load: 15 PSF Deck Connection: Nailed
Filename: C:\KMW\JOBS\
1 2
26 8 0
26 8 0 4 5 7Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 650# --
2 26' 8.000" Wall SPF Plate (425psi) N/A 1.500" 650# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Snow Dead
1 453#(453plf) 197#(197plf)
2 453#(453plf) 197#(197plf)
Design spans
26' 3.062"
Product: 14" AJS 20 12.0" O.C.PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4209.'# 6092.'# 69% 13.33' Total Load D+S
Shear 641.# 2061.# 31% 0' Total Load D+S
End Reaction 650.# 1437.# 45% 0' Total Load D+S
TL Deflection 0.9552" 1.7503" L/329 13.33' Total Load D+S
LL Deflection 0.6659" 1.3127" L/473 13.33' Total Load S
Control: Pos. Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%