HomeMy WebLinkAboutIJoistLayoutLayout Name
BAIRD
Description
200347WBIN
Created
June 18, 2020
Revised
June 18, 2020
Builder
TIPTON B.S.
Sales Rep
JEFF
Designer
WES BALSER
TRI-STATE FOREST PRODUCTS, INC.
6740 GUION RD
INDIANAPOLIS, IN
46268
1-800-256-8152
Ground Floor
I Joist
Label Description Width Depth Qty Plies Pcs Length
B16 NI-40x 2.5 11.875 1 2 2 16-0-0
B15 NI-40x 2.5 11.875 1 2 2 14-0-0
B14 NI-40x 2.5 11.875 1 14-0-0
B9 NI-40x 2.5 11.875 2 2-0-0
J10 NI-40x 2.5 11.875 12 44-0-0
J13 NI-40x 2.5 11.875 14 38-0-0
J8 NI-40x 2.5 11.875 2 26-0-0
J6 NI-40x 2.5 11.875 3 18-0-0
J3 NI-40x 2.5 11.875 1 8-0-0
J12 NI-40x 2.5 11.875 3 6-0-0
Blocking
Label Description Width Depth Qty Plies Pcs Length
BLK1 NI-40x 2.5 11.875 LinFt Varies 2-0-0
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B7 2.0E Rigidlam LVL 1.75 11.875 1 3 3 40-0-0
B13 2.0E Rigidlam LVL 1.75 11.875 1 2 2 28-0-0
B2 2.0E Rigidlam LVL 1.75 11.875 2 6-0-0
B8 2.0E Rigidlam LVL 1.75 16 1 3 3 38-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 Nordic Rim Board
1.125 X 11.875
1.125 11.875 8 12-0-0
Hanger
Label Pcs Description Skew Slope
Hg2 7 ITS2.56/11.88
Hg5 4 ITS2.56/11.88
Ground Floor
Design Method ASD (USA)
Building Code IBC/IRC 2015
Floor
Loads
Live 40
Dead 10
Deflection Joist
LL Span L/ 480
TL Span L/ 360
LL Cant 2L/ 480
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
3/4 APA Rated Sturd-I-
Floor
Fastener Nailed & Glued
Legend
WS Web Stiffener
PS Point Load Support
Load from Above
Wall
Nordic Rim Board 1.125 X 11.875
NI-40x 11.875
2.0E Rigidlam LVL 1.75 X 11.875
(Dropped)
2.0E Rigidlam LVL 1.75 X 11.875
2.0E Rigidlam LVL 1.75 X 16 (Dropped)
Ground Floor
J13 J32 X J12 J122 X J6
13 J13 @ 16"
2 X J8
11 J10 @ 16"J6 J10B7 (3 -ply)
B2 (1 -ply)
B2 (1 -ply)B14 (1 -ply)B9 (1 - ply)
B9 (1 - ply)B13 (2 -ply)B16 (2 - ply)B15 (2 -ply)B8 (3 -ply)
C2 - FL(lb):12717C1 - FL(lb):24275
PS
PS
PS
R1
R1R1
R1
R1 R1BLK1 NI-40x
BLK1 NI-40x Hg2 ( 2 )Hg2 ( 2 )2 X Hg2
Hg2
2 X Hg5
2 X Hg5
START FRAMING HERE
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 20.20.002 Powered by iStruct This 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
08/28/20
Nick Mishler
Layout Name
BAIRD
Description
200347WBIN
Created
June 18, 2020
Revised
June 18, 2020
Builder
TIPTON B.S.
Sales Rep
JEFF
Designer
WES BALSER
TRI-STATE FOREST PRODUCTS, INC.
6740 GUION RD
INDIANAPOLIS, IN
46268
1-800-256-8152
Second Floor
I Joist
Label Description Width Depth Qty Plies Pcs Length
B12 NI-40x 2.5 11.875 1 44-0-0
B10 NI-40x 2.5 11.875 2 4-0-0
B9 NI-40x 2.5 11.875 1 2-0-0
J10 NI-40x 2.5 11.875 1 44-0-0
J9 NI-40x 2.5 11.875 2 32-0-0
J8 NI-40x 2.5 11.875 7 26-0-0
J7 NI-40x 2.5 11.875 3 20-0-0
J6 NI-40x 2.5 11.875 4 18-0-0
J5 NI-40x 2.5 11.875 11 16-0-0
J4 NI-40x 2.5 11.875 3 10-0-0
J3 NI-40x 2.5 11.875 4 8-0-0
J2 NI-40x 2.5 11.875 1 4-0-0
J1 NI-40x 2.5 11.875 1 2-0-0
J11 NI-80 3.5 11.875 13 22-0-0
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B1 2.0E Rigidlam LVL 1.75 9.25 1 2 2 26-0-0
B17 2.0E Rigidlam LVL 1.75 11.875 1 2 2 24-0-0
B6 2.0E Rigidlam LVL 1.75 11.875 1 3 3 20-0-0
B5 2.0E Rigidlam LVL 1.75 11.875 1 4 4 18-0-0
B3 2.0E Rigidlam LVL 1.75 11.875 1 10-0-0
B4 2.0E Rigidlam LVL 1.75 11.875 1 2 2 6-0-0
B2 2.0E Rigidlam LVL 1.75 11.875 1 6-0-0
B11 2.0E Rigidlam LVL 1.75 20 1 2 2 22-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 Nordic Rim Board
1.125 X 11.875
1.125 11.875 9 12-0-0
Hanger
Label Pcs Description Skew Slope
1 Unknown Hanger
Hg1 1 SUR1.81/9 (Max) Right
Hg2 12 ITS2.56/11.88
Hg4 13 ITS3.56/11.88
Hg5 6 ITS2.56/11.88
Hg6 1 SUR2.56/11 (Max) Right Second Floor
Design Method ASD (USA)
Building Code IBC/IRC 2015
Floor
Loads
Live 40
Dead 10
Deflection Joist
LL Span L/ 480
TL Span L/ 360
LL Cant 2L/ 480
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
3/4 APA Rated Sturd-I-
Floor
Fastener Nailed & Glued
Legend
WS Web Stiffener
PS Point Load Support
Load from Above
Wall
Nordic Rim Board 1.125 X 11.875
NI-40x 11.875
NI-80 11.875
2.0E Rigidlam LVL 1.75 X 9.25
(Dropped)
2.0E Rigidlam LVL 1.75 X 11.875
2.0E Rigidlam LVL 1.75 X 11.875
(Dropped)
2.0E Rigidlam LVL 1.75 X 20
Second Floor
WS
BEAM IN CEILING TO CARRY TRUSSESJ4 J2J13 J6 @ 16"J6 2 X J4
7 J8 @ 16"
3 J3 @ 16"J32 X J7
13 J11 @ 16"
2 X J9J10
10 J5 @ 16"J7J5 B6 (3 -ply)B3 (1 - ply) B2 (1 - ply)B1 (2 -ply)B12 (1 -ply)B10 (1 -ply)B10 (1 -ply)
B9 (1 -ply)
B11 (2 -ply)B17 (2 - ply)B4 (2 - ply)
B5 (4 -ply)
R1
R1
R1R1R1R1 R1
R1R1
R1R1
R1 R1Hg2 Hg2
Hg2
Hg4 ( 13 )
Hg1Hg2
Hg2 ( 6 )
2 X Hg2
Hg5 ( 3 )
Hg5 ( 3 )Hg6START FRAMING HERE
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 20.20.002 Powered by iStruct This 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
08/28/20
Nick Mishler