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HomeMy WebLinkAboutALB 20 - FINAL FLOOR LAYOUTS 11-7/8" TJI 19.2" oc spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web Stiff H1 4 Simpson HUS1.81/10 Designed - No No No H2 8 Simpson IUS2.06/11.88 Designed - No No No Products PlotID Length Product Plies Net Qty F30' 30' 0" 11 7/8" TJI 210 joist 1 11 F28' 28' 0" 11 7/8" TJI 210 joist 1 17 F26' 26' 0" 11 7/8" TJI 210 joist 1 6 F22' 22' 0" 11 7/8" TJI 210 joist 1 8 F16' 16' 0" 11 7/8" TJI 210 joist 1 28 F14' 14' 0" 11 7/8" TJI 210 joist 1 1 F8' 8' 0" 11 7/8" TJI 210 joist 1 6 M1-4 32' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4 TS3-3 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS2-2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 TS1 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 4 TS4 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS5 8' 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 17 Accessories PlotID Length Product Plies Net Qty 23/32"x4'x8' OSB Sheathing (48/24) 1 83 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 39 FBk1 1' 0" 11 7/8" TJI 210 joist 1 8 FBk1 6" 11 7/8" TJI 210 joist 1 7 LEVEL NOTES Current Date: 9/6/2019 File Name: 2019-1231dlha drees indy alb-20.jvl Level Name: First FLoor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 45 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 40, joist = F16'(i35784) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 67, joist = F8'(i35786) 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: 45 Directly Applied Ceiling: None 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 A3 A3 A3 A3 B1 CS B1 A3 CS CS A3 A3 A3 A3 CS CS E1 Dropped Steel Beam Dropped Steel Beam Dropped Steel Beam TS2-2TS4 TS2-2F14'STRm1 STRm1STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 Toilet Shower Toilet FBk1 FBk1 F16'F16'F16'F16'CS TS3-3B1 FBk120' 10"37' 10 1/2"24' 10"17' 1" 15' 4" 10' 0" STRm1 F16'8' 3"M1-426' 3 1/2"9' 1" TS1TS17" Round Holes 7" Round Holes 6" Round Holes 11' 6"2' 10 1/2"8' 0"3' 0"STRm1 STRm1STRm1 STRm121' 1" 2' 1" 13' 3" 2' 0" 10' 9" 10' 1"Dropped Steel Beam 6' 0" 60' 3" Shower Toilet 18' 0" 1' 0" 10' 0" STRm1 H1H1 71' 3" 33' 4 1/2" TS5 STRm1 TS1TS1H1H1 B1 F30' F16'F16' F16' F28'F28' F28' F28' F28' F8' F26' F22' H2 H2 Design Loads Floor Loads Live Load = 40 psf Dead Load = 10 psf 5-1/2" bearing required. Cantilever joist past steel beam to carry bearing wall above. Provide full 3-1/2" bearing far all joist in this area. TJI 210 TJI 360 TJI 560 Joists by Series Mechanical Chase Kitchen Island Hatch Legend FP Supply310 S Kitley AveIndianapolis, IN 46219; 317-357-8011These placement plans have been prepared with the specifications of TrussJoistproducts 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:8/27/2019Drees Homes - IndianapolisALB-20; Crestwood Elev DRev.ABy DateDLH 9/6/19CommentsAdded HVAC chases per Airtron's markups. Drawn By:DLHChecked By: Date:9/4/2019Crestwood D 2019-1231DLHa Sheet 1 of 2 SYMBOL LEGEND Bearing Length Requirements Point Load (Operator Added) Line Load (Operator Added) Area Load (Operator Added) Beam by Others Detail Callout Label (See Framer's Pocket Guide) Non-Load Bearing Wall Joist Under Wall Above BBO A10'UWALack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. *Conventional construction code minimum for use with A3 only. See iLevel Framer's Pocket Guide for A3.1-A3.3 installation specifications. Plate nail - 16d (312") box at 16" on-center* Floor panel nail - 8d (212") common at 6" on-center* A3 A3.2 A3.1 A3.3 Toe nail - 10d (3") box at 6" on-center* 118" iLevel™ or 1 14" TimberStrand® LSL rim board* When sheathing thickness exceeds 8", trim sheathing tongue at rim board Load bearing or shear wall above (must stack over wall below) Blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Top flange hanger H1 Face mount hanger Web stiffeners required if sides of hanger do not laterally support at least 3 8" of TJI® joist top flange Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails with TJI® joist depths greater than 16". With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 13 4" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ ® Rim Board, 114" or 1 12" TimberStrand ® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each side of TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (0.128" x 3") nail into each flange 118" TJ ® Rim Board or 114" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 13 4" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity First Floor System Not to Scale All Dimensions are Approximate and Must Be Field Verified. 09/26/19 William Hohlt 11-7/8" TJI 19.2" oc spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web Stiff H1 1 Simpson HUC410 Designed - No No No H2 2 Simpson HUS1.81/10 Designed - No No No H3 9 Simpson IUS2.06/11.88 Designed - 2 No No H4 7 Simpson IUS2.06/11.88 Designed - No No No Products PlotID Length Product Plies Net Qty F38' 38' 0" 11 7/8" TJI 210 joist 1 8 F26' 26' 0" 11 7/8" TJI 210 joist 1 3 F16' 16' 0" 11 7/8" TJI 210 joist 1 13 F14' 14' 0" 11 7/8" TJI 210 joist 1 4 F8' 8' 0" 11 7/8" TJI 210 joist 1 2 F6' 6' 0" 11 7/8" TJI 210 joist 1 6 F4' 4' 0" 11 7/8" TJI 210 joist 1 4 F2' 2' 0" 11 7/8" TJI 210 joist 1 2 M1-2 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 TS1-2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS3 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 TS4 4' 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 10 Accessories PlotID Length Product Plies Net Qty 2' 7 3/16" 3/4" or 7/8" Backer Blocks 1 2 1' 6 7/8" 3/4" or 7/8" Backer Blocks 1 2 1' 0" 3/4" or 7/8" Backer Blocks 1 8 23/32"x4'x8' OSB Sheathing (48/24) 1 34 Blocking PlotID Length Product Plies Net Qty FBk1 1' 6" 11 7/8" TJI 210 joist 1 2 FBk1 1' 0" 11 7/8" TJI 210 joist 1 9 FBk1 6" 11 7/8" TJI 210 joist 1 1 LEVEL NOTES Current Date: 9/6/2019 File Name: 2019-1231dlha drees indy alb-20.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 = 46, joist = F16'(i36122) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 69, joist = F8'(i36137) FLOOR Floor Container: FC4 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: 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 A3 A3 A3 A3B1 CSA3 A3 H2 B1 B1 A3 A3 H2 M1-2TS2-2 TS3TS4 TS3 STRm1STRm1STRm1 STRm1 STRm1 Tub Toilet CS STRm1 CS F16'BBOF16' FBk1 22' 8" 21' 4 1/2"42' 3" 8' 3"9' 8"5' 9"3' 10 1/2" 4' 4 1/2"15' 7 1/2" Tub Toilet Dropped 2x Header 6" Round Holes 6" Round Holes 4' 0"3' 0"Dropped LVL STRm1STRm1STRm1 STRm111' 0" 12' 5 1/2"F4' 1' 7 3/16" 9 9/16" 1' 7 3/16" 9 5/8" 1' 7 3/16" 6' 0" 2' 0" 11' 7"TS1-2STRm1F4' Toilet ShowerF16'FBk1 FBk1 9 5/8" 1' 7 3/16" 9 9/16" H2 H2 STRm1 STRm1 H3H3 H3 13' 3" 15' 4" H1 UndesignedF4'F4' H3H3H4H3 H36" Holes 3' 2 5/8"8" Holes F2' F6' F6' F38' F38' F16'F16' F26' F14' F14' F8' H4 H4 H3 Flush 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. Design Loads Floor Loads Live Load = 40 psf Dead Load = 10 psf TJI 210 TJI 360 TJI 560 Joists by Series Mechanical Chase Kitchen Island Hatch Legend FP Supply310 S Kitley AveIndianapolis, IN 46219; 317-357-8011These placement plans have been prepared with the specifications of TrussJoistproducts 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:8/27/2019Drees Homes - IndianapolisALB-20; Crestwood Elev DRev.ABy DateDLH 9/6/19CommentsAdded HVAC chases per Airtron's markups. Drawn By:DLHChecked By: Date:9/4/2019Crestwood D 2019-1231DLHa Sheet 2 of 2 SYMBOL LEGEND Bearing Length Requirements Point Load (Operator Added) Line Load (Operator Added) Area Load (Operator Added) Beam by Others Detail Callout Label (See Framer's Pocket Guide) Non-Load Bearing Wall Joist Under Wall Above BBO A10'UWALack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. 31 2" wide TJI® floor joist Top View 31 2" wide TJI® rim joist ® 13 4" minimum bearing at end support; 31 2" minimum at intermediate support TJI® Joist to Bearing Plate 1 1 4" TimberStrand® LSL or iLevel® 1 18" rim board or 13 4" wide TJI® rim joist: One 10d (0.128" x 3") nail into each flange 2 116" - 2 516" wide TJI® rim joist: One 16d (0.135" x 31 2") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" wide TJI® rim joist: Toe nail with 10d (0.128" x 3") nails, one each side of TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (0.128" x 3") nail into each flange 1 1 4" TimberStrand® LSL or iLevel® 1 1 8" rim board. Also see detail B2 Locate rim board joint between joists. 13 4" minimum bearing *Conventional construction code minimum for use with A3 only. See iLevel Framer's Pocket Guide for A3.1-A3.3 installation specifications. Plate nail - 16d (312") box at 16" on-center* Floor panel nail - 8d (212") common at 6" on-center* A3 A3.2 A3.1 A3.3 Toe nail - 10d (3") box at 6" on-center* 118" iLevel™ or 1 14" TimberStrand® LSL rim board* When sheathing thickness exceeds 8", trim sheathing tongue at rim board Load bearing or shear wall above (must stack over wall below) Blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joistCS Load from above 2x4 minimum squash blocks 116" Top flange hanger H1 Face mount hanger Web stiffeners required if sides of hanger do not laterally support at least 3 8" of TJI® joist top flange Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails with TJI® joist depths greater than 16". With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. Second Floor System Not to Scale All Dimensions are Approximate and Must Be Field Verified. 09/26/19 William Hohlt