HomeMy WebLinkAboutLeBlanc I Joist Layout Permits 5-10-21Layout Name
200602BCIN
Description
200602BCIN
LeBLANC RES
BLUE DOOR BUILDERS
CARMEL IN
Created
November 11, 2020
Revised
November 11, 2020
Builder
CHISHOLM
Dealer
CHISHOLM
Sales Rep
JEFF D
Designer
BILL C
Tri State Forest Products, Inc
6740 Guion Rd
Indianapolis, IN
USA
46268
(317) 328-1850
Ground Floor
I Joist
Label Description WidthDepthQty Plies Pcs Length
J17 NI-60 2.5 14 8 48-0-0
J16 NI-60 2.5 14 1 42-0-0
J10 NI-60 2.5 14 21 36-0-0
J15 NI-60 2.5 14 10 34-0-0
J18 NI-60 2.5 14 4 28-0-0
J22 NI-60 2.5 14 5 2 10 24-0-0
J7 NI-60 2.5 14 5 22-0-0
J5 NI-60 2.5 14 11 18-0-0
J21 NI-60 2.5 14 1 2 2 16-0-0
J4 NI-60 2.5 14 2 14-0-0
J13 NI-60 2.5 14 12 12-0-0
J3 NI-60 2.5 14 1 10-0-0
J2 NI-60 2.5 14 3 8-0-0
J1 NI-60 2.5 14 2 6-0-0
J12 NI-60 2.5 14 1 4-0-0
J23 NI-80 3.5 14 2 34-0-0
Blocking
Label Description WidthDepthQty Plies Pcs Length
BLK1 NI-60 2.5 14 LinFt Varies 39-0-0
LVL/LSL
Label Description WidthDepthQty Plies Pcs Length
B2 2.0E Rigidlam LVL 1.75 9.5 3 3 9 8-0-0
B7 2.0E Rigidlam LVL 1.75 11.875 1 3 3 12-0-0
B17 2.0E Rigidlam LVL 1.75 14 1 2 2 34-0-0
B25 2.0E Rigidlam LVL 1.75 14 2 4 8 24-0-0
B19 2.0E Rigidlam LVL 1.75 14 1 2 2 22-0-0
B18 2.0E Rigidlam LVL 1.75 14 1 2 2 18-0-0
B10 2.0E Rigidlam LVL 1.75 14 1 3 3 16-0-0
B24 2.0E Rigidlam LVL 1.75 14 1 2 2 16-0-0
B8 2.0E Rigidlam LVL 1.75 14 1 8-0-0
Rim Board
Label Description WidthDepthQty Plies Pcs Length
R1 APA EWS Rim
Board 1.125 X
11.875
1.125 11.875 14 12-0-0
Hanger
Label Pcs Description Skew Slope
Hg5 4 MIU5.12/14 (Max)
Ground Floor
Design Method ASD (USA)
Building Code IRC 2018
Floor
Loads
Live 40
Dead 10
Deflection Joist
LL Span L/ 480
TL Span L/ 360
LL Cant 2L/ 360
TL Cant 2L/ 360
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant 2L/ 360
TL Cant 2L/ 360
Decking
Decking OSB
23/32 APA Rated
Sturd-I-Floor
Fastener Nailed & Glued
Legend
WS Web Stiffener
PS Point Load Support
Load from Above
Wall
APA EWS Rim Board 1.125 X 11.875
NI-60 14
NI-80 14
2.0E Rigidlam LVL 1.75 X 9.5 (Dropped)
2.0E Rigidlam LVL 1.75 X 11.875 (Dropped)
2.0E Rigidlam LVL 1.75 X 14 (Dropped)
2.0E Rigidlam LVL 1.75 X 14
WSWS
WS
WS
WS WS WS WS
BASEMENT WALL
MOVED TO STACK
WITH WALL ABOVE
TO CARRY ROOF
LOADS
TILE LOAD
L/600
TILE LOAD
L/600
GRANITE LOAD
L/600
GRANITE LOAD
L/600
GRANITE LOAD
L/600
GRANITE LOAD
L/600
10 J15 @ 16"
4 J7 @ 16"
5 J22 @ 16"
2 X J2
9 J13 @ 16"
4 J18 @ 16"
7 J17 @ 16"
10 J10 @ 16"
2 X J23
10 J5 @ 16"
11 J10 @ 16"
B2 (3 - ply)
B2 (3 -ply)
B7 (3 - ply)
B8 (1 - ply)
B10 (3 -ply)
PS
PS
PS
PS
PS
PS PS
PS
PS
PSPS PS PS
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
BLK1 (NI-60 -14")
BLK1 (NI-60 -14")
BLK1 (NI-60 -14")
PL12
PL13
PL11
PL10
LL26
LL25
LL23
LL24
4 X Hg5
TL(lb):7941
TL(lb):2723TL(lb):2480 TL(lb):3951 TL(lb):5260 TL(lb):574
TL(lb):4071
TL(lb):4428
TL(lb):14815
TL(lb):1625
TL(lb):506
TL(lb):2768
TL(lb):3093
TL(lb):4556
TL(lb):7402
TL(lb):7218
TL(lb):9699
TL(lb):4387
TL(lb):1932
TL(lb):4387
TL(lb):2377
TL(lb):3954
TL(lb):10581 TL(lb):8656
TL(lb):7412
Start Joist Run (Level)
1. MEMBERS REPRESENTED ON EWP LAYOUT HAVE
BEEN SIZED AND PLACED ACCORDING TO THE
SUPPLIED PLANS AND SPECIFICATIONS USING
NORMAL LOADS, MATERIALS AND APPLICATIONS.
2. LOAD PATH DEVELOPMENT FOLLOWS COMMON
WALLS ON ARCHITECTURAL SHEETS FOR LOAD
DEVELOPMENT. MEMBERS ARE SELECTED BY USING
IB SPAN TABLES AND OR SIZING SOFTWARE.
CHANGES OR MODIFICATIONS TO THESE PLANS WILL
INVALIDATE THIS LAYOUT AND WARRANTIES.
ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO
MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO
PROJECT ARCHITECT AND ENGINEER.
3. THIS DRAWING IS BASED ON THE ORIGINAL
CONSTRUCTION DRAWINGS AND SPECIFICATIONS
AND ASSUMES THAT THE STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE WITH LOCAL BUILDING
CODE REQUIREMENTS. THIS FRAMING LAYOUT IS
INTENDED TO SERVE AS AN ENGINEERED WOOD
PRODUCT PLACEMENT PLAN ONLY. ALL DIMENSIONS
AND DETAILS SHOULD BE VERIFIED BY THE PROJECT
DESIGNER AND GENERAL CONTRACTOR PRIOR TO
CONSTRUCTION, TO ENSURE NO DISCREPANCIES
EXIST WITH ACTUAL SITE CONDITIONS.
Version 20.60.158Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
06/14/21
Layout Name
200602BCIN
Description
200602BCIN
LeBLANC RES
BLUE DOOR BUILDERS
CARMEL IN
Created
November 11, 2020
Revised
November 11, 2020
Builder
CHISHOLM
Dealer
CHISHOLM
Sales Rep
JEFF D
Designer
BILL C
Tri State Forest Products, Inc
6740 Guion Rd
Indianapolis, IN
USA
46268
(317) 328-1850
Second Floor
I Joist
Label Description WidthDepthQty Plies Pcs Length
J10 NI-60 2.5 14 13 36-0-0
J9 NI-60 2.5 14 4 32-0-0
J8 NI-60 2.5 14 8 30-0-0
J7 NI-60 2.5 14 1 22-0-0
J11 NI-60 2.5 14 10 20-0-0
J5 NI-60 2.5 14 30 18-0-0
J4 NI-60 2.5 14 1 14-0-0
J13 NI-60 2.5 14 12 12-0-0
J3 NI-60 2.5 14 1 10-0-0
J2 NI-60 2.5 14 9 8-0-0
J1 NI-60 2.5 14 12 6-0-0
J12 NI-60 2.5 14 1 4-0-0
J19 NI-60 2.5 16 23 24-0-0
J14 NI-60 2.5 16 3 12-0-0
B23 NI-60 2.5 16 2 2 4 24-0-0
J6 NI-80 3.5 14 7 20-0-0
Blocking
Label Description WidthDepthQty Plies Pcs Length
BLK1 NI-60 2.5 14 LinFt Varies 12-0-0
BLK2 NI-60 2.5 16 LinFt Varies 27-0-0
LVL/LSL
Label Description WidthDepthQty Plies Pcs Length
B5 2.0E Rigidlam LVL 1.75 9.5 1 2 2 14-0-0
B4 2.0E Rigidlam LVL 1.75 9.5 1 2 2 10-0-0
B20 2.0E Rigidlam LVL 1.75 9.5 1 2 2 8-0-0
B6 2.0E Rigidlam LVL 1.75 9.5 1 3 3 6-0-0
B33 2.0E Rigidlam LVL 1.75 9.5 1 2 2 6-0-0
B16 2.0E Rigidlam LVL 1.75 14 1 2 2 26-0-0
B15 2.0E Rigidlam LVL 1.75 14 1 3 3 22-0-0
B21 2.0E Rigidlam LVL 1.75 14 3 2 6 20-0-0
B22 2.0E Rigidlam LVL 1.75 14 2 4 8 18-0-0
B3 2.0E Rigidlam LVL 1.75 14 2 3 6 18-0-0
B18 2.0E Rigidlam LVL 1.75 14 1 2 2 18-0-0
B9 2.0E Rigidlam LVL 1.75 14 1 3 3 14-0-0
B14 2.0E Rigidlam LVL 1.75 14 1 12-0-0
B13 2.0E Rigidlam LVL 1.75 14 1 2 2 8-0-0
B12 2.0E Rigidlam LVL 1.75 14 2 2 4 6-0-0
B11 2.0E Rigidlam LVL 1.75 16 1 3 3 18-0-0
Rim Board
Label Description WidthDepthQty Plies Pcs Length
R2 APA EWS Rim
Board 1.125 X 14
1.125 14 16 12-0-0
R3 APA EWS Rim
Board 1.125 X 16
1.125 16 3 12-0-0
Hanger
Label Pcs Description Skew Slope
1 Unknown Hanger
Hg1 1 HUS1.81/10
Hg2 1 HHUS5.50/10
Hg3 43 ITS2.56/14Second Floor
Design Method ASD (USA)
Building Code IRC 2018
Floor
Loads
Live 40
Dead 10
Deflection Joist
LL Span L/ 480
TL Span L/ 360
LL Cant 2L/ 360
TL Cant 2L/ 360
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant 2L/ 360
TL Cant 2L/ 360
Decking
Decking OSB
23/32 APA Rated
Sturd-I-Floor
Fastener Nailed & Glued
Legend
WS Web Stiffener
PS Point Load Support
Load from Above
Wall
APA EWS Rim Board 1.125 X 14
APA EWS Rim Board 1.125 X 16
NI-60 14
NI-60 16
NI-80 14
2.0E Rigidlam LVL 1.75 X 9.5 (Dropped)
2.0E Rigidlam LVL 1.75 X 14 (Dropped)
2.0E Rigidlam LVL 1.75 X 14
2.0E Rigidlam LVL 1.75 X 16 (Dropped)
extend header
under beam
carrying girder
loads to transfer
to beams below
start joiststart joiststart joist
J19
J14
3 X J22 X J5 3 J5 @ 16" 5 J5 @ 16"
3 X J11
6 J6 @ 16"
6 J11 @ 16"
10 J13 @ 16"
4 J9 @ 16"
8 J8 @ 16"
9 J5 @ 16"
8 J1 @ 16"
5 J5 @ 16"
10 J10 @ 16"
5 J5 @ 16"
2 X J10
B5 (2 - ply)
B20 (2 -ply)
B33 (2 - ply)
B11 (3 -ply)B6 (3 -ply)
B23 (2 - ply)
B23 (2 -ply)
B14 (1 -ply)
B13 (2 - ply)
B12 (2 -ply)
B12 (2 - ply)
B15 (3 -ply)
B9 (3 - ply)
B22 (4 -ply)
C1 - FL(lb):4248
C2 - FL(lb):8000
C3 -FL(lb):3881
C4 -FL(lb):5993
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2R2
R2
BLK1 (NI-60 -14")
PL1
PL4
PL3
PL2
PL6 PL7PL5
PL8
PL9
LL2
LL3
LL1 LL4
LL12
LL13 LL14
3 X Hg3
3 X Hg3
Hg22 X Hg3
5 x Hg3 (ITS2.56/14)8 x Hg3 (ITS2.56/14)
12 x Hg3 (ITS2.56/14)
5 X Hg3
5 X Hg3
Start Joist Run (Level)
1. MEMBERS REPRESENTED ON EWP LAYOUT HAVE
BEEN SIZED AND PLACED ACCORDING TO THE
SUPPLIED PLANS AND SPECIFICATIONS USING
NORMAL LOADS, MATERIALS AND APPLICATIONS.
2. LOAD PATH DEVELOPMENT FOLLOWS COMMON
WALLS ON ARCHITECTURAL SHEETS FOR LOAD
DEVELOPMENT. MEMBERS ARE SELECTED BY USING
IB SPAN TABLES AND OR SIZING SOFTWARE.
CHANGES OR MODIFICATIONS TO THESE PLANS WILL
INVALIDATE THIS LAYOUT AND WARRANTIES.
ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO
MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO
PROJECT ARCHITECT AND ENGINEER.
3. THIS DRAWING IS BASED ON THE ORIGINAL
CONSTRUCTION DRAWINGS AND SPECIFICATIONS
AND ASSUMES THAT THE STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE WITH LOCAL BUILDING
CODE REQUIREMENTS. THIS FRAMING LAYOUT IS
INTENDED TO SERVE AS AN ENGINEERED WOOD
PRODUCT PLACEMENT PLAN ONLY. ALL DIMENSIONS
AND DETAILS SHOULD BE VERIFIED BY THE PROJECT
DESIGNER AND GENERAL CONTRACTOR PRIOR TO
CONSTRUCTION, TO ENSURE NO DISCREPANCIES
EXIST WITH ACTUAL SITE CONDITIONS.
Version 20.60.158Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
06/14/21
Layout Name
200602BCIN
Description
200602BCIN
LeBLANC RES
BLUE DOOR BUILDERS
CARMEL IN
Created
November 11, 2020
Revised
November 11, 2020
Builder
CHISHOLM
Dealer
CHISHOLM
Sales Rep
JEFF D
Designer
BILL C
Tri State Forest Products, Inc
6740 Guion Rd
Indianapolis, IN
USA
46268
(317) 328-1850
GARAGE
I Joist
Label Description WidthDepthQty Plies Pcs Length
J24 NI-60 2.5 16 2 14-0-0
J14 NI-60 2.5 16 3 12-0-0
J26 NI-60 2.5 16 4 4-0-0
J20 NI-80 3.5 16 28 30-0-0
LVL/LSL
Label Description WidthDepthQty Plies Pcs Length
B26 2.0E Rigidlam LVL 1.75 14 2 2 4 14-0-0
B30 2.0E Rigidlam LVL 1.75 16 2 3 6 30-0-0
B29 2.0E Rigidlam LVL 1.75 16 3 2 6 14-0-0
B28 2.0E Rigidlam LVL 1.75 16 1 2 2 6-0-0
B27 2.0E Rigidlam LVL 1.75 16 1 2 2 4-0-0
B34 2.0E Rigidlam LVL 1.75 24 1 2 2 30-0-0
Rim Board
Label Description WidthDepthQty Plies Pcs Length
R3 APA EWS Rim
Board 1.125 X 16
1.125 16 7 12-0-0
Hanger
Label Pcs Description Skew Slope
Hg4 2 HGUS414
Hg6 6 ITS2.56/16
GARAGE
Design Method ASD (USA)
Building Code IRC 2018
Floor
Loads
Live 40
Dead 10
Deflection Joist
LL Span L/ 480
TL Span L/ 360
LL Cant 2L/ 360
TL Cant 2L/ 360
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant 2L/ 360
TL Cant 2L/ 360
Decking
Decking OSB
23/32 APA Rated
Sturd-I-Floor
Fastener Nailed & Glued
Legend
WS Web Stiffener
PS Point Load Support
Load from Above
Wall
APA EWS Rim Board 1.125 X 16
NI-60 16
NI-80 16
2.0E Rigidlam LVL 1.75 X 14 (Dropped)
2.0E Rigidlam LVL 1.75 X 16
2.0E Rigidlam LVL 1.75 X 16 (Dropped)
2.0E Rigidlam LVL 1.75 X 24
40LBS LIVE LOAD
10LBS DEA LOAD
L/480 LL
L/360 TOTAL LOAD
J20
J26
J24
J24
B30 (3 -ply)
B30 (3 -ply)
B34 (2 - ply)
B29 (2 -ply)
B29 (2 - ply)
B26 (2 -ply)B26 (2 - ply)
PS
PS
PS
PS
PS
LL29
Hg4
Hg4
TL(lb):2169 TL(lb):2156
TL(lb):3352 TL(lb):3742
TL(lb):2158
TL(lb):3264
TL(lb):3324
TL(lb):7889
TL(lb):7799
TL(lb):8854
TL(lb):8790
TL(lb):2153
Start Joist Run (Level)
1. MEMBERS REPRESENTED ON EWP LAYOUT HAVE
BEEN SIZED AND PLACED ACCORDING TO THE
SUPPLIED PLANS AND SPECIFICATIONS USING
NORMAL LOADS, MATERIALS AND APPLICATIONS.
2. LOAD PATH DEVELOPMENT FOLLOWS COMMON
WALLS ON ARCHITECTURAL SHEETS FOR LOAD
DEVELOPMENT. MEMBERS ARE SELECTED BY USING
IB SPAN TABLES AND OR SIZING SOFTWARE.
CHANGES OR MODIFICATIONS TO THESE PLANS WILL
INVALIDATE THIS LAYOUT AND WARRANTIES.
ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO
MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO
PROJECT ARCHITECT AND ENGINEER.
3. THIS DRAWING IS BASED ON THE ORIGINAL
CONSTRUCTION DRAWINGS AND SPECIFICATIONS
AND ASSUMES THAT THE STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE WITH LOCAL BUILDING
CODE REQUIREMENTS. THIS FRAMING LAYOUT IS
INTENDED TO SERVE AS AN ENGINEERED WOOD
PRODUCT PLACEMENT PLAN ONLY. ALL DIMENSIONS
AND DETAILS SHOULD BE VERIFIED BY THE PROJECT
DESIGNER AND GENERAL CONTRACTOR PRIOR TO
CONSTRUCTION, TO ENSURE NO DISCREPANCIES
EXIST WITH ACTUAL SITE CONDITIONS.
Version 20.60.158Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
06/14/21
Layout Name
200602BCIN
Description
200602BCIN
LeBLANC RES
BLUE DOOR BUILDERS
CARMEL IN
Created
November 11, 2020
Revised
November 11, 2020
Builder
CHISHOLM
Dealer
CHISHOLM
Sales Rep
JEFF D
Designer
BILL C
Tri State Forest Products, Inc
6740 Guion Rd
Indianapolis, IN
USA
46268
(317) 328-1850
GARAGE BEAM
LVL/LSL
Label Description WidthDepthQty Plies Pcs Length
B20 2.0E Rigidlam LVL 1.75 9.5 3 2 6 8-0-0
B33 2.0E Rigidlam LVL 1.75 9.5 2 2 4 6-0-0
B31 2.0E Rigidlam LVL 1.75 11.875 4 18-0-0
B32 2.0E Rigidlam LVL 1.75 14 2 16-0-0
B34 2.0E Rigidlam LVL 1.75 24 2 2 4 30-0-0
Hanger
Label Pcs Description Skew Slope
Hg1 2 HUS1.81/10
Hg7 4 HHUS410
Hg8 2 LSSR1.81Z Right
Hg8 2 LSSR1.81Z Left
GARAGE BEAM
Design Method ASD (USA)
Building Code IRC 2018
Floor
Loads
Live 40
Dead 10
Deflection Joist
LL Span L/ 480
TL Span L/ 360
LL Cant 2L/ 360
TL Cant 2L/ 360
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant 2L/ 360
TL Cant 2L/ 360
Decking
Decking OSB
23/32 APA Rated
Sturd-I-Floor
Fastener Nailed & Glued
Legend
WS Web Stiffener
PS Point Load Support
Load from Above
Wall
2.0E Rigidlam LVL 1.75 X 9.5 (Dropped)
2.0E Rigidlam LVL 1.75 X 9.5
2.0E Rigidlam LVL 1.75 X 11.875
2.0E Rigidlam LVL 1.75 X 14
2.0E Rigidlam LVL 1.75 X 24
B20 (2 -ply)
B20 (2 - ply)
B34 (2 - ply)
B34 (2 -ply)
LL42
LL39
LL47
LL44LL36
LL37
LL50LL30
LL31 LL51
Hg8Hg1 Hg8
Hg7 Hg7
Hg7 Hg7
Hg8
Hg1Hg8
1. MEMBERS REPRESENTED ON EWP LAYOUT HAVE
BEEN SIZED AND PLACED ACCORDING TO THE
SUPPLIED PLANS AND SPECIFICATIONS USING
NORMAL LOADS, MATERIALS AND APPLICATIONS.
2. LOAD PATH DEVELOPMENT FOLLOWS COMMON
WALLS ON ARCHITECTURAL SHEETS FOR LOAD
DEVELOPMENT. MEMBERS ARE SELECTED BY USING
IB SPAN TABLES AND OR SIZING SOFTWARE.
CHANGES OR MODIFICATIONS TO THESE PLANS WILL
INVALIDATE THIS LAYOUT AND WARRANTIES.
ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO
MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO
PROJECT ARCHITECT AND ENGINEER.
3. THIS DRAWING IS BASED ON THE ORIGINAL
CONSTRUCTION DRAWINGS AND SPECIFICATIONS
AND ASSUMES THAT THE STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE WITH LOCAL BUILDING
CODE REQUIREMENTS. THIS FRAMING LAYOUT IS
INTENDED TO SERVE AS AN ENGINEERED WOOD
PRODUCT PLACEMENT PLAN ONLY. ALL DIMENSIONS
AND DETAILS SHOULD BE VERIFIED BY THE PROJECT
DESIGNER AND GENERAL CONTRACTOR PRIOR TO
CONSTRUCTION, TO ENSURE NO DISCREPANCIES
EXIST WITH ACTUAL SITE CONDITIONS.
Version 20.60.158Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
06/14/21