HomeMy WebLinkAboutM002.0 - EWP LayoutLayout Name
220292GWIN TG176B
Description
TG176B
Created
August 26, 2022
Revised
August 26, 2022
Builder
84 Castleton
Dealer
Sales Rep
Kevin
Designer
Grant Wirick
TRI-STATE FOREST PRODUCTS, INC.
6740 GUION RD
INDIANAPOLIS, IN
46268
1-800-256-8152
Second Floor
Floor Truss
Label Description Width Depth Qty Plies Pcs Length
J3 OJ314 2.5 11.875 9 12-0-0
J5 OJ315 2.5 11.875 7 18-0-0
J4 OJ415 3.5 11.875 13 20-0-0
I Joist
Label Description Width Depth Qty Plies Pcs Length
B5 NI-40x 2.5 11.875 2 2-0-0
J1 NI-40x 2.5 11.875 1 12-0-0
J2 NI-40x 2.5 11.875 3 4-0-0
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
B10 2.1E Rigidlam LVL DF 1.75 7.25 1 2 2 14-0-0
B9 2.1E Rigidlam LVL DF 1.75 7.25 1 2 2 8-0-0
B1 2.1E Rigidlam LVL DF 1.75 7.25 1 2 2 6-0-0
B4 2.1E Rigidlam LVL DF 1.75 11.875 3 2 6 20-0-0
B3 2.1E Rigidlam LVL DF 1.75 11.875 1 2 2 16-0-0
B2 2.1E Rigidlam LVL DF 1.75 11.875 1 2 2 14-0-0
B8 2.1E Rigidlam LVL DF 1.75 11.875 1 2 2 6-0-0
B7 2.1E Rigidlam LVL DF 1.75 11.875 1 6-0-0
B6 2.1E Rigidlam LVL DF 1.75 11.875 1 4-0-0
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 6 ITS2.56/11.88
Hg2 1 IUS1.81/11.88 (Min)
Hg3 1 HHUS410
Hg4 18 ITS2.56/11.88
Second 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/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
Wall
APA EWS Rim Board 1.125 X 11.875
NI-40x 11.875
2.1E Rigidlam LVL DF 1.75 X 7.25 (Dropped)
2.1E Rigidlam LVL DF 1.75 X 11.875
2.1E Rigidlam LVL DF 1.75 X 11.875 (Dropped)
OJ314 2.5 X 11.875
OJ315 2.5 X 11.875
OJ415 3.5 X 11.875
1'1'1'4"7 J5 @ 12"9 J3 @ 16"13 J4 @ 16"2 X J2J2
J1
B10 (2 -ply)B9 (2 - ply)B1 (2 - ply)
B7 (1 -ply)B6 (1 - ply)B5 (1 - ply)B5 (1 - ply)
B4 (2 -ply)
B4 (2 -ply)
B4 (2 -ply)B3 (2 - ply)B2 (2 - ply)
B8 (2 -ply)
C1 -FL(lb):64
R1
R1 R1R1R1
Hg1
Hg1
Hg2
Hg1
Hg1 Hg1Hg19 x Hg4 (ITS2.56/11.88)Hg3 7 x Hg4 (ITS2.56/11.88)2 X Hg4START 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 20.80.210Powered 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
10/03/22