HomeMy WebLinkAboutM002.0 - EWP LAYOUTProducts
PlotID Length Product Plies Net Qty
FJ1 14-00-00 11 7/8" TJI® 110 1 2
FJ2 6-00-00 11 7/8" TJI® 110 1 3
FJ3 4-00-00 11 7/8" TJI® 110 1 5
FJ4 2-00-00 11 7/8" TJI® 110 1 1
FJ5 30-00-00 11 7/8" TJI® 360 1 6
FJ6 20-00-00 11 7/8" TJI® 360 1 3
FJ7 18-00-00 11 7/8" TJI® 360 1 4
BM1-2 22-00-00 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
BM2 20-00-00 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
BM3-2 20-00-00 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
BM4-2 14-00-00 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
BM6-2 6-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2
BM7-2 4-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 6
BM8-4 16-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 4 4
BM5-2 10-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2
BBO2(-2) 12-00-00 3-08 x 11-14 Generic Material 1 1
Ca1 16-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 6
Connector Summary
PlotID Qty Manuf Product
H1 14 Simpson IUS1.81/11.88
H2 10 Simpson IUS2.37/11.88
Joist material may be substituted with IB joists.E1E2
E3E4 E19
E5E6
E7E18E8 E34 E33
E9E10
E11E12
E13
E14E15E16E17E351
2
34
5458 111213 1415
16
171819
202122
2324
2526
B1 B228B3
30
B4
B5B6
BM4-2BM5-2BM6-2BM3-2
BM2 BM8-4BM1-2 BBO2(-2)BM7-2BM7-2
BM7-2
Ca1
Ca1
Ca1 Ca1Ca1Ca1
Ca1
Ca1Ca1Ca1Ca1
FJ3
FJ3
FJ2
FJ7
FJ7
FJ7
FJ5
FJ5
FJ5
FJ5
FJ5
FJ5
FJ6
FJ6
FJ6
FJ1
FJ3
FJ2
FJ3FJ3FJ2
FJ4FJ1
FJ7
H1
H1
H1
H1 H1H1
H1
H1H1
H1H1H1
H1H1 H2
H2
H2
H2
H2
H2
H2
H2
H2
H2
1-03-05
1-06-10
ALL CRITICAL STUDS TO BE INSTALLED BEFORE INSTALLATION OF PRODUCT
Floor Area:
Floor Sheathing:
0 SF
0 Sheets
FLOOR DATA
Job#:
PO#:
Date: 3/14/2022
Drawn By:
Designed By:
Checked By:
FLOOR LOADS:
TCLL: 40.0 lb/ft²
TCDL: 10.0 lb/ft²
BCDL: 5.0 lb/ft²
Live Load Deflection: L/480.000
Total Load Deflection: L/360.000
On-Center Spacing: 24" U.N.O.
SHEET NUMBER:
J1.1
I-JOIST & LVL
Placement Plan
SCALE: 1/4" = 1'-0"1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916TG67A - 2200401Kevin BeherPyatt Builders,1ST FLOOR I-JOIST & LVLPLACEMENT PLAN
IMPORTANT
THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL EWP
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT. THE DESIGNER OF RECORD (DOR)
AND/OR THE GENERAL CONTRACTOR IS RESPONIBLE TO
VERIFY THE OVERALL COMPATIBILITY OF PRODUCTS SHOWN
WITH THE CONSTRUCTION DOCUMENTS.
NOTE
PROPER BEARING AND BEARING DESIGN INCLUDING
ANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM
REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN
THESE AREAS OF CONCERN.
WARNING
WARNINGS, AND INSTRUCTIONS FOR ERECTION
OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THIS INFORMATION ON THE JOB SITE. THESE
DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSS
OF PROPERTY, AND / OR LIFE.
THIS LAYOUT IS INTENDED FOR THE PURPOSE OF I-JOIST & LVL LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.