HomeMy WebLinkAboutM002.0 - EWP LAYOUTIndianapolis Design Center352 South County Road 300 EDanville, IN 46122317-745-9984These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design. Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By:Structural Drawings Prepared By:84 Lumber FranklinKevin BeherPyatt BuildersTG131Rev.a.ByDateDW.CommentsDrawn By:JRChecked By:Date:DW01/26/2022Soho
2200135
Sheet
1 of 1
Main Floor System
Not to Scale
Confirm this layout with the builder and designer of record. Make
sure all discrepencies are corrected before ordering floor system.
All Dimensions are Approximate and Must Be Field Verified.
11 7/8" TJI Joists
24" O.C. Spacing
11 7/8" TJI Joists
19.2" O.C. Spacing
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H202 12 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - -No No No
H203 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - -No No No
H204 9 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - -No No No
H205 1 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - -2 No Yes
H206 2 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - -No No Yes
H207 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 -- 2 No Yes
Products
PlotID Length Product Plies Net Qty
FJ101 42' 0" 11 7/8" TJI 110 joist 2 2
FJ102 20' 0" 11 7/8" TJI 110 joist 1 1
FJ103 8' 0" 11 7/8" TJI 110 joist 1 1
FJ104 6' 0" 11 7/8" TJI 110 joist 1 6
FJ105 4' 0" 11 7/8" TJI 110 joist 1 2
FJ106 28' 0" 11 7/8" TJI 360 joist 1 1
FJ107 26' 0" 11 7/8" TJI 360 joist 1 1
FJ109 24' 0" 11 7/8" TJI 360 joist 2 2
FJ108 24' 0" 11 7/8" TJI 360 joist 1 1
FJ110 20' 0" 11 7/8" TJI 360 joist 1 16
FJ111 18' 0" 11 7/8" TJI 360 joist 1 3
FJ112 24' 0" 11 7/8" TJI 560 joist 1 6
BM101 24' 0" 1 3/4" x 20" 2.0E Microllam LVL 2 2
BM102 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3
BM103 6' 0" 1 3/4" x 9 1/4" 2.0E Microllam LVL 2 2
BM104 4' 0" 1 3/4" x 9 1/4" 2.0E Microllam LVL 2 6
BM106 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM105 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1
BM107 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM108 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
Ca101 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 9
Blocking
PlotID Length Product Plies Net Qty
Bk101 2' 0" 11 7/8" TJI 110 joist 1 33
LEVEL NOTES
Current Date: 1/31/2022
File Name: tg131_2200135.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 36
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 31, joist = FJ112(i4166)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 41, joist = FJ110(i4164)
FLOOR
Floor Container: FC1
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Operator Added Additional Loads
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 36
Directly Applied Ceiling: Gypsum 1/2"
Decking Attachment: Glue and Nail
Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Blocking at max 8' o.c.: No
Poured Flooring: No
H2BBO3BBO6
BBO12BBO8 BBO13BM103
BM108
BM102
BM105
BM106
BM101VO1
VO2
VO3 VO4FJ104FJ110
FJ110FJ104FJ110FJ110FJ104FJ110FJ110FJ104FJ110FJ110FJ104FJ108FJ110FJ104FJ107FJ111FJ106FJ111FJ101FJ112FJ112FJ112FJ112FJ110Ca101Ca101Ca101Ca101Ca101
Ca101
Ca101 Ca101Ca101
Ca101
Bk101
Bk101
Bk101
FJ103FJ105
4 3/8"FJ1026 1/8"
Ca101
FJ110FJ105H207
1' 0"2' 0" 1' 0"
1' 1 3/8"FJ110FJ109Bk101
1' 0"FJ110FJ110FJ110FJ110Bk101 FJ112FJ1121' 4 13/16" 7' 8 1/2"
6 1/2"
7 9/16"
4 1/2"
1' 7 3/16"17' 5"5' 8"Ca101H204H204H205H204H204H204H20310' 0"FJ1115 7/8"
2' 0" 1' 0" H202H202H202H202H202H202H202H202H202H202H202H202BM107
H204H204H204H206H204H20610 7/8"
1' 11 1/8" BM104BM104BM1044 5/8"
Flush beam depth greater than floor joist
depth. Verify all loading and framing
conditions prior to construction.
An additional 8 PSF area dead load has been added
to account for tile load in the MBA on this floor.
There are different joist series of the same
depth specified on this floor system. Verify
when installing that the proper TJI® joists
are used in the appropriate area.
20" beam.6" bearing, req.
Joist moved to avoid heading off HVAC. Joist
close to plumbing drops, verify no interference
with plumbing drops.
05/05/22