HomeMy WebLinkAboutM002.0 (2)Indianapolis 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 FranklinKeven BeherPyatt BuildersTG180BRev.c.By Datedw 10/07/21Commentsnew plan revisions.Drawn By:DWChecked By: Date:CM 02/24/2021Stockbridge
23738c
Sheet
1 of 1
Second 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. SpacingFraming Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H201 1 Simpson HGUS5.50/10 Designed 46- 16d - 16- 16d - - No No No
H202 10 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes
H203 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No
H204 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No
H205 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- 10dx1.5 - - No No Yes
H206 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- Strong-Grip - - No No No
Products
PlotID Length Product Plies Net Qty
FJ201 18' 0" 11 7/8" TJI 110 joist 1 5
FJ203 16' 0" 11 7/8" TJI 110 joist 2 2
FJ202 16' 0" 11 7/8" TJI 110 joist 1 1
FJ204 14' 0" 11 7/8" TJI 110 joist 1 8
FJ205 12' 0" 11 7/8" TJI 110 joist 1 2
FJ206 6' 0" 11 7/8" TJI 110 joist 1 2
FJ207 4' 0" 11 7/8" TJI 110 joist 1 3
BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3
BM202 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2
BM203 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 4
BM204 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM205 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1
Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 4
Blocking
PlotID Length Product Plies Net Qty
Bk201 2' 0" 11 7/8" TJI 110 joist 1 4
LEVEL NOTES
Current Date: 10/7/2021
File Name: tg180b_23738.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 50
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 41, joist = FJ202(i3112)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 68, joist = FJ205(i3137)
FLOOR
Floor Container: FC1
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 50
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
B1
B4
B1
A3
A3
A3
A3
H2
H2
H2H2 BBO3BM203BM203 BBO6
VO1
VO2
BM202
BM205BM201 BM204
FJ201
FJ201
FJ201
FJ201
FJ205
FJ207
FJ201
FJ203
FJ202
FJ204
FJ204
FJ204
FJ204
FJ204
FJ204
FJ204
FJ204
Ca201
Ca201
Ca201
Ca201 Ca201Ca201Ca201Ca201FJ206Bk201 FJ206 FJ207FJ207FJ205
BBO9
BBO11
H202
H202
H202
H202
H202
H202 H201H202
H202
H203
H204H202 H203 H203H202
H203 H204
H204
H205 H206
H203 H2031' 0"2' 0" 1' 0" 2' 11 5/16" 2' 0" 8 7/16"1' 0"35' 3 1/4"2' 4 3/8"
7' 1 7/8"
10/13/21