HomeMy WebLinkAboutJoist Layout DrawingLayout Name
210456BCIN
Description
210456BCIN
AUMAN SPEC HOUSE
PULLIAM-SCOTT HOMES
Created
October 28, 2021
Revised
October 28, 2021
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 Width Depth Qty Plies Pcs Length
J10 NI-40x 2.5 11.875 2 42-0-0
J7 NI-40x 2.5 11.875 26 32-0-0
J6 NI-40x 2.5 11.875 28 30-0-0
J9 NI-40x 2.5 11.875 2 24-0-0
J4 NI-40x 2.5 11.875 1 18-0-0
J2 NI-40x 2.5 11.875 22 14-0-0
J12 NI-40x 2.5 11.875 1 10-0-0
J1 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 99-0-0
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B9 2.0E Rigidlam LVL 1.75 9.5 1 3 3 38-0-0
B8 2.0E Rigidlam LVL 1.75 9.5 1 3 3 36-0-0
B7 2.0E Rigidlam LVL 1.75 9.5 1 3 3 34-0-0
B6 2.0E Rigidlam LVL 1.75 9.5 1 3 3 16-0-0
B18 2.0E Rigidlam LVL 1.75 11.875 1 2 2 20-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 APA EWS Rim
Board 1.125 X
11.875
1.125 11.875 12 12-0-0
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/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
Wall
APA EWS Rim Board 1.125 X 11.875
NI-40x 11.875
2.0E Rigidlam LVL 1.75 X 9.5 (Dropped)
2.0E Rigidlam LVL 1.75 X 11.875
builder to confirm
fireplace face material
to apply proper load
26 J7 @ 16"
4 J2 @ 16"
2 X J9
2 X J10
6 J2 @ 16"
2 X J2
28 J6 @ 16"
6 J2 @ 16"
B9 (3 -ply)
B8 (3 -ply)
B7 (3 -ply)
B6 (3 - ply)
C8 -FL(lb):3931 C9 -FL(lb):5472
C14 -FL(lb):6763 C17 -FL(lb):6684 C20 -FL(lb):6693 C23 - FL(lb):6685
C21 -FL(lb):4234C18 - FL(lb):4714 C15 -FL(lb):4708 C12 -FL(lb):4705 C10 -FL(lb):4123
C11 -FL(lb):6066 C13 - FL(lb):7194 C16 - FL(lb):7139 C19 - FL(lb):7193 C22 - FL(lb):6046
C24 - FL(lb):4428
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
BLK1 (NI-40x - 11.875")
BLK1 (NI-40x -11.875")
BLK1 (NI-40x -11.875")
BLK1 (NI-40x - 11.875")
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 20.80.210 Powered 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
04/04/22
Layout Name
210456BCIN
Description
210456BCIN
AUMAN SPEC HOUSE
PULLIAM-SCOTT HOMES
Created
October 28, 2021
Revised
October 28, 2021
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 Width Depth Qty Plies Pcs Length
J7 NI-40x 2.5 11.875 1 32-0-0
J6 NI-40x 2.5 11.875 5 30-0-0
J5 NI-40x 2.5 11.875 1 22-0-0
J4 NI-40x 2.5 11.875 7 18-0-0
J3 NI-40x 2.5 11.875 8 16-0-0
J2 NI-40x 2.5 11.875 22 14-0-0
J1 NI-40x 2.5 11.875 3 6-0-0
J8 NI-60 2.5 14 1 4-0-0
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B5 2.0E Rigidlam LVL 1.75 9.5 1 2 2 24-0-0
B4 2.0E Rigidlam LVL 1.75 9.5 1 2 2 20-0-0
B3 2.0E Rigidlam LVL 1.75 9.5 1 2 2 16-0-0
B2 2.0E Rigidlam LVL 1.75 9.5 1 2 2 10-0-0
B1 2.0E Rigidlam LVL 1.75 9.5 2 2 4 8-0-0
B15 2.0E Rigidlam LVL 1.75 11.875 1 2 2 18-0-0
B14 2.0E Rigidlam LVL 1.75 11.875 2 2 4 16-0-0
B16 2.0E Rigidlam LVL 1.75 11.875 1 3 3 16-0-0
B13 2.0E Rigidlam LVL 1.75 11.875 1 2 2 14-0-0
B12 2.0E Rigidlam LVL 1.75 11.875 1 2 2 12-0-0
B11 2.0E Rigidlam LVL 1.75 11.875 1 2 2 6-0-0
B10 2.0E Rigidlam LVL 1.75 11.875 1 6-0-0
B17 2.0E Rigidlam LVL 1.75 18 1 2 2 20-0-0
Rim Board
Label Description Width Depth Qty Plies Pcs Length
R1 APA EWS Rim
Board 1.125 X
11.875
1.125 11.875 6 12-0-0
Hanger
Label Pcs Description Skew Slope
Hg1 2 HHUS410
Hg2 24 ITS2.56/11.88
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/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
Wall
APA EWS Rim Board 1.125 X 11.875
NI-40x 11.875
NI-60 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 11.875
2.0E Rigidlam LVL 1.75 X 18 (Dropped)
11-7/8 bottom chord
required on attic truss
to keep floor consistent
ROOM AND
ATTIC TRUSS
BY OTHER
ROOM AND
ATTIC TRUSS
BY OTHER ROOM AND
ATTIC TRUSS
BY OTHER
4 J4 @ 16"3 X J4
3 J3 @ 16" 5 J3 @ 16"
3 J1 @ 16"
4 J2 @ 16"
5 J6 @ 16"
17 J2 @ 16"
B13 (2 - ply)
B12 (2 - ply)
B3 (2 - ply)B2 (2 -ply)
B1 (2 -ply)B16 (3 - ply)
B17 (2 - ply)
C1 - FL(lb):74 C2 - FL(lb):45
C5 -FL(lb):58
C3 - FL(lb):60
C4 - FL(lb):52
C7 - FL(lb):149
C6 - FL(lb):27
R1
R1
R1
R1
R1
R1
PL4PL1
PL2 PL5
PL3
LL1
LL7
LL6
LL2
LL8
5 X Hg2Hg1
3 X Hg2
8 x Hg2 (ITS2.56/11.88)
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 20.80.210 Powered 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
04/04/22