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HomeMy WebLinkAboutM005.0Framing Connector SummaryPlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web StiffH1 1 User HUS1.81/10 User Defined - - Not Required Not Required Not RequiredH2 1 Simpson HUS1.81/10 Designed 30- 10d common - 10- 10d common - - No No NoH5 19 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - - - - No No NoH6 6 Simpson IUS2.37/11.88 Designed 10- 10d x 1-1/2 - - - - No No NoProductsPlotID Length Product Plies Net QtyF20' 20' 0" 11 7/8" TJI® 210 1 7F18' 18' 0" 11 7/8" TJI® 210 1 3F8' 8' 0" 11 7/8" TJI® 210 1 3F6' 6' 0" 11 7/8" TJI® 210 1 6F4' 4' 0" 11 7/8" TJI® 210 1 1R42' 42' 0" 11 7/8" TJI® 360 1 7R20' 20' 0" 11 7/8" TJI® 360 1 8M1-2 24' 0" 1 3/4" x 24" 2.0E Microllam® LVL 2 2M2-2 20' 0" 1 3/4" x 20" 2.0E Microllam® LVL 2 2TS1-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4TS2-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2TS3 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 3STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 7AccessoriesPlotID Length Product Plies Net Qty1' 0" 3/4" or 7/8" Backer Blocks 1 223/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 38BlockingPlotID Length Product Plies Net QtyFBk1 2' 0" 11 7/8" TJI® 210 1 6FBk2 2' 0" 11 7/8" TJI® 210 1 1FBk1 1' 6" 11 7/8" TJI® 210 1 1FBk2 1' 6" 11 7/8" TJI® 210 1 16FBk1 1' 0" 11 7/8" TJI® 210 1 2RBk1 2' 0" 11 7/8" TJI® 360 1 1RBk1 1' 6" 11 7/8" TJI® 360 1 1LEVEL NOTESCurrent Date:11/9/2018File Name:2019-0024CB.jvlLevel Name:First FLoor SystemTJ-Pro Rating (Weighted Average):34Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 31, joist = F18'(i3521)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 67, joist = F8'(i3525)Building Code - Design Methodology:IBC 2006FLOORFloor Container:FC7Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:30.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:34Directly Applied Ceiling:Gypsum 1/2"Decking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:No 11 7/8" TJI-joists @ 19.2" o.c. 11 7/8" TJI-joists @ 24" o.c. 11 7/8" TJI-joists @ 24" o.c.B1A3A3A3H2B1E1B4B1E1E1M2-2BBOTS1-2TS1-2TS2-2STRm1STRm1 STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1F4'TS3TS3TS3FBk24' 6"1' 9"1' 5 15/16"F20'M1-2STRm11' 7 3/4"2' 0" 7 15/16"H5H1H2F18'F8'F6'F20'R20'FBk2FBk1FBk2FBk1R42'RBk1H5H6H5H5H5Roof is assumed to be a truss roof system with allthe roof loads being transferred toexterior walls. No roof loads have been applied tothe interior walls for thedesign of this structure unless shown on the rooftruss layout. Please verify roof truss system priorto construction.Design LoadsFloor LoadsLive Load = 40 psfLive Load = 30 psf (SleepingArea only)Dead Load = 10 psfRoof LoadSnow Load = 20 psfDead Load = 20 psf(4) 2x6'sIndy Design Center352 South County Road 300EDanville, IN 46122Phone: 317-745-9984FP Supply Indianapolis prepared these placement plans for the specificationof Trus Joist products based on project information provided to us. This service issolely intended for product application assurance; and, is not intended tocircumvent the need for a design professional as determined by thebuilding codes. The designer of record and/or builder/framer isresponsible to assure these drawings are compatible with the overall project.Architectural Drawings Prepared By:Pyatt BuildersStructural Drawings Prepared By:10/31/201884 Lumber 0707Kevin BeherPyatt BuildersTG 55Rev.ByDateCommentsDrawn By:CBChecked By:Date:11/9/2018SOHO2019-0024CBSheetofSYMBOL LEGENDBearing Length RequirementsPoint Load (Operator Added)Line Load (Operator Added)Area Load (Operator Added)Beam by OthersDetail Callout Label(See Framer's Pocket Guide)Non-Load Bearing WallJoist Under Wall AboveBBOA10'UWALack of proper bracing during construction can result in seriousaccidents. 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 beaccomplished 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 eachjoist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such asa 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved.312" wide TJI® floor joistTop View312" wide TJI®rim joist®134" minimum bearing atend support; 312" minimumat intermediate supportTJI® Joist to Bearing Plate114" TimberStrand® LSL oriLevel® 118" rim board or134" wide TJI® rim joist:One 10d (0.128" x 3") nailinto each flange2 116" - 2 516" wide TJI®rim joist: One 16d (0.135"x 312") nail into each flangeShear transfer: Connections equivalent tofloor panel nailing scheduleOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" wide TJI® rimjoist: Toe nail with10d (0.128" x 3")nails, one each sideof TJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange114" TimberStrand® LSL oriLevel® 118" rim board.Also see detail B2Locate rim board joint between joists.134" minimum bearing*Conventional construction codeminimum for use with A3 only. SeeiLevel Framer's Pocket Guide forA3.1-A3.3 installation specifications.Plate nail - 16d (312") boxat 16" on-center*Floor panel nail - 8d (212")common at 6" on-center*A3A3.2A3.1 A3.3Toe nail - 10d (3") boxat 6" on-center*118" iLevel™ or 114"TimberStrand®LSL rimboard*When sheathing thickness exceeds 8",trim sheathing tongue at rim boardLoad bearing or shear wall above(must stack over wall below)Blocking panelWeb stiffenersrequired each side atB1W and B2WB2B1B1WB2W116"2x4 minimumsquash blocksUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"Top flangehangerH1Face mounthangerWeb stiffeners required ifsides of hanger do notlaterally support at least38" of TJI® joist top flangeBacker block: Install tightto top flange (tight tobottom flange with facemount hangers). Attachwith ten 10d (3") boxnails, clinched whenpossible.H2Backer blockboth sides of webwith single TJI®joistFiller block: Attach with ten 10d (3") boxnails, clinched. Use ten 16d (312") boxnails from each side with 312" TJI® joistflange widths. Use fifteen nails with TJI®joist depths greater than 16".With top flange hangers, backer block requiredonly for downward loads exceeding 250 lbs or foruplift conditions.Second Floor SystemScale: 1/4" = 1'0"