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HomeMy WebLinkAboutALB13 Second Floor SystemFP Supply310 S Kitley AveIndianapolis, IN  46219;      317-357-8011These 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: Drees HomesStructural Drawings Prepared By:84 Lumber CompanyMike T LeeDrees IndyALB-13Rev.aBy Date GL 10/11/2020CommentsAdded HVAC Hole per AirtronDrawn By:GLChecked By: Date:10/6/2020Monticello E 2020-1100GLa Sheet 2 of 2 Second Floor System Not to Scale Confirm this layout with Drees Homes. Make sure all discrepencies are corrected before installing this floor system. All Dimensions are Approximate and Must Be Field Verified. TJI 210 TJI 360 TJI 560 Joists by Series Kitchen Island Mechanical Chase Hatch Legend  LEVEL NOTES  Current Date:  10/11/2020  File Name:  2020-1100GLa Drees Indy ALB-13.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  46     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 35, joist = F20'(i46889)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 64, joist = F10'(i46981)  FLOOR  Floor Container:  FC8  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:  46      Directly Applied Ceiling:  Varies      Decking Attachment:  Glue and Nail      Decking Material:  23/32"x4'x8' OSB Sheathing (48/24)      Perpendicular Partition:  No      Strapping at max 8' o.c.:  None      Blocking at max 8' o.c.:  No      Poured Flooring:  No 11-7/8" TJI 19.2" oc spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Backer Blks Filler Web Stiff H1 6 User IUS2.37/11.88 User Defined - Not Required No Not Required H2 1 Simpson HUC410 Designed 14- 10dx1.5 - 6- 10d - No No No H3 3 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No No H4 1 Simpson HHUS410 Designed 30- 10d - 10- 10d - No No No H5 10 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - No No Yes H6 12 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No No H7 17 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No No H8 4 Simpson IUS2.06/9.5 Designed 8- 10dx1.5 - 2- 10dx1.5 - No No Yes Products PlotID Length Product Plies Net Qty F36' 36' 0" 11 7/8" TJI 210 joist 1 3 F20' 20' 0" 11 7/8" TJI 210 joist 1 1 F18' 18' 0" 11 7/8" TJI 210 joist 1 14 F14' 14' 0" 11 7/8" TJI 210 joist 1 2 F12' 12' 0" 11 7/8" TJI 210 joist 1 2 F10' 10' 0" 11 7/8" TJI 210 joist 1 4 F6' 6' 0" 11 7/8" TJI 210 joist 1 13 R24' 24' 0" 11 7/8" TJI 360 joist 1 7 R22' 22' 0" 11 7/8" TJI 360 joist 1 6 R20' 20' 0" 11 7/8" TJI 360 joist 1 18 R18' 18' 0" 11 7/8" TJI 360 joist 1 1 M1-2 20' 0" 1 3/4" x 20" 2.0E Microllam LVL 2 2 M2-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4 TS1-2 36' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS3-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS4-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS5 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS7-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 6 TS6 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 12 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 28 23/32"x4'x8' OSB Sheathing (48/24) 1 61 Blocking PlotID Length Product Plies Net Qty FBk1 2' 0" 11 7/8" TJI 210 joist 1 1 FBk1 1' 6" 11 7/8" TJI 210 joist 1 11 FBk2 1' 6" 11 7/8" TJI 210 joist 1 1 FBk2 1' 0" 11 7/8" TJI 210 joist 1 3 FBk2 6" 11 7/8" TJI 210 joist 1 2 11-7/8" TJI 19.2" oc spacingA3 A3 A3 A3 A3 B1 A3 A3 A3 E1 CS CS CS B1 B4 TS3-3 Dropped LVL Beam M1-2 Dropped 2x header TS4-2TS7-2 M2-2 TS7-2M2-2 TS2-2 TS5Dropped LVL BeamDropped Steel BeamDropped BBO Toilet Tub Toilet Toilet Shower Tub 7' 5 1/2"18' 5" 15' 10 1/2"F18' F20' STRm1 STRm1 STRm1 STRm1STRm1 STRm1STRm1 STRm11' 7 3/16"9 9/16"1' 7 3/16" STRm1 STRm1 1' 0"STRm1TS6 FBk1FBk1 TS1-2 8" Round HoleDropped BBOFBk218' 10 1/2" 21' 4" 19' 10 1/2" STRm1 B1 4' 7 1/2" Dropped 2x Header Dropped 2x Header1' 4"12' 1 1/2"STRm1STRm11' 0"18' 5" 5' 3 1/2"11' 0" 22' 3 1/2" 1' 4 11/16"35' 3 1/2"TS7-2CS14' 8" 7' 5 1/2" 13' 2"H3 H4H7 H2 H7 F18' R18'H6 F18'FBk2 F18' VO9 H1H1H1H1H1H1H3 H3H7 H8 H8 H8 H7 H8 10' 2" R20'R20'F18'F18' F10'F36'F14'F6' F6'F12'R24' R22'H7H6H6H7H5 H7Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. Bottom of the beam to be flush with the bottom of the floor system. 12/03/20