HomeMy WebLinkAboutM002.0Indianapolis 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 BuildersLot 182 BRev. By Date CommentsDrawn By:JRChecked By: Date:DW 11/15/2021Georgetown
2102184
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.BBO2BBO3
BBO4
11 7/8" TJI Joists 24" O.C. SpacingFraming Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 9 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No
H2 8 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No
H3 4 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No
H4 6 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes
H5 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- 10dx1.5 - - No No No
Products
PlotID Length Product Plies Net Qty
FJ101 18' 0" 11 7/8" TJI 110 joist 1 1
FJ102 12' 0" 11 7/8" TJI 110 joist 1 1
FJ103 6' 0" 11 7/8" TJI 110 joist 1 1
FJ104 4' 0" 11 7/8" TJI 110 joist 1 5
FJ105 2' 0" 11 7/8" TJI 110 joist 1 3
FJ106 30' 0" 11 7/8" TJI 360 joist 1 6
FJ107 20' 0" 11 7/8" TJI 360 joist 1 3
FJ108 18' 0" 11 7/8" TJI 360 joist 1 4
BM101 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4
BM102 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2
BM103 10' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2
BM104 6' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2
BM105 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM106 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM107 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 5
LEVEL NOTES
Current Date: 11/17/2021
File Name: TG182B_2102184.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): Unable to Calculate
Minimum Level TJ - Pro Rating & Joist: Unable to Calculate
Maximum Level TJ - Pro Rating & Joist: Unable to Calculate
FLOOR
Floor Container: FC1
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 30.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Operator Added Additional Loads
Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: Unable to Calculate
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
A3
A3
A3 H2
H2
H2
H2BM102BM103 BM106BM104BM101
BM101
FJ104
FJ104
FJ101
FJ108
FJ108
FJ108
FJ106
FJ106
FJ106
FJ106
FJ106
FJ106
FJ107
FJ107
FJ107
FJ102
Ca101
Ca101
Ca101
Ca101 Ca101 Ca101 Ca101FJ105 H2H2 FJ103FJ104FJ104
FJ105
BM105
H4
H4
H4
H4
H4
H4
BM107
FJ104 Ca101Ca101H1
H1
VO3
VO4
11' 3 1/16" 1' 0"2' 0"1' 2 1/4" 1' 2 3/4" Ca102Ca102 Ca102 Ca102 Ca102 Ca102H1 H2
H3
H3
FJ105 H2 H2 H1H1
H3
FJ108Ca102H3 1' 0"2' 0" 1' 0" 1' 3 1/16" H5
H2 H1
H2 H1
H1 H2H1 5' 1 11/16" 2' 0"10' 11 1/4"2' 4 3/8"
12/09/21