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HomeMy WebLinkAboutGUENTHER TJI LAYOUT A complete Javelin"'framing plan requires the Framer's Pocket Guide WA R N I N G -� TIPS FOR PREVENTING FLOOR NOISE See the Framer's Pocket Guide for Product Trademark Information Joists are unstable until braced laterally _- - -- - - Silent Floors joists are structural/ uniform and dimensional stable.and the resist shrinking and twisting. helps prevent gaps from forming around the nails between the These placement plans have been developed for the specification of products Bracing Includes: 1 Y ty Y g g P P g P g •` _ Blocking • Sheathing • Strut Lines joist and the floor panels-gaps that can potentially cause squeaks or other floor noise.Using Silent Floors joists can help you build a quieter floor,but only if the entire floor based on project information provided. This service is solely intended for • Hangers • Rim Board • Rim Joist system is installed properly.This is because other components of the floor system.such as hangers,connectors,and nails can be a source of floor noise. - - product application assurance; and, is not intended to circumvent the need for FOREST PRODUCTS INC. Properly Seat41111 ash Joist Use Adhesive and Special Prevent Shrinkage Avoid "Shiners" ' in Hanger Nailing When Needed a design professional as determined by the building code. The designer of record and/or builder/framer is responsible to assure these drawings are DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1�1 ^^N�1VITH YOUR SMARTPHONE SCAN WITH YOUR SMARTPHONE Construction Movement until braced, that are lying flat, materials on unsheathed nf5��n na n adhesive 1 INJURYMAYRESULT. � •:{P'1�--� DAMAGE REPORTING '--' INSTALLATION GUIDE FOR joists.Stack only over . .L�'• MOBILETOOL FLOOR AND ROOF FRAMING , compatible with the overall project. WARNING NOTES: beams or walls. f - Gaps develop as Lack of proper bracing during construction can result in serious : j •, magereportwoodby,wycom - ;i s C°n N'0°dpfIXl°C[s/tlU IWS / sheathin shrinks St110ef ��TTT g accidents.Observe the followingguidelines: u •'ii Dab subtloor Only header openings and roof loads which affect Trus Joist product sizes 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. adhesive in seat Bend tab 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be of hanger and fasten accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. have been denoted on this layout. In addition to any CS detail callouts 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. Seat the joist tight to the bottom of Nail interior partitions to the joists Keep building materials dry,and prop- Exercise care when nailing.Nails that Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or one layer of unnailed sheathing. the hanger.When using hangers with when possible.If the wall can be erly glue floor panels to the joists. barely hit the joists(shiners)do not shown, solid blocking and/or squash blocks are required to provide 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. tabs,bend the flange tabs over and nailed only to the floor panel,run a Panels that become excessively wet hold the panel tight to the joist and 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. nail to the TJI' oist bottom flange. bead of adhesive under the wall and during construction shrink as they should be reproved.If left in,the nails 6.The flan es must remain straight within 1/2"from true alignment. Placing a dab of subfloor adhesive in either cross nail.nail through and dry.This shrinkage may leave gaps will rub against the side of the joist vertical load transfer from all concentrated load locations to foundation WeY g g gerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of clinch tight,or screw tightly into the that allow the panel to move when when the panel deflects. the seat the hanger prior to install- wall from below. stepped on. below. See pocket framer's guide for appropriate d eta i I(s). Weyerhaeuser NR. O 2014 Weyerhaeuser NR Company. All rights reserved. ing the joist t can reduce squeaks. LSTA24(Simpson Strong-Tie or USP Structural Double joist Connectors)strap with twelve 10d(0.148 x 1Y2") may be required nails required at H5S with slopes greater than 3:12 when L exceeds L joist spacing WARNING Additional blocking L Load from above Joists are unstable until braced laterally, Load bearing wall above may be required 7 Safety bracing required during installation. NAILING AT BEARING(FLOOR) (must stack overwall below) for shear transfer. Blocking When sheathing thickness exceeds/", TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist Per IRC R502.T g trim sheathing tongue at rim board �s" Ye"TJ®Rim Boa d or (Load bearing wall above) /as required ALLOWABLE HOLES - TJ 1 O Joists (0.135"x 3Yz" Lateral load transfer for this detail is 1%"or 1%"TimberStrand®LSL. One 10d(0.128"x 3") blocking required at Strap nails: Plate nail-16d ) 180 PLF(pounds per lineal foot). each intermediate P at 16"on-center* One ad(0.113"x z%") nail into each Mange Leave 2%g'minimum Min.distance from Table B 1Y2"hole may be cut Floor panel nail-8d 0.131" Additional connections may be required /-Timberstrand Il LSL rim board nail each side.Drive support in seismic end distance 2x_overhang.Notch Min.distance from Table A P ( to transfer lateral loads from wall above. to match TJI®de th nails at an angle at design categories anywhere in web out- x 2Y2" at 6"on p least 1'/z"from end. around TJI joist top D0,D1,and D2. Variable slope joist End wall flange. DO NOT side of hatched zone P j 2x4 minimum 3Y°minimum hanger.Beveled we cut or notch flange. Web stiffeners required on g squash blocks inter mey bereearinWAlsosaedetallB2 qq TJIJOIST1 n minimum end bearing dstiffener required each single-family applications for may be required both Sides at B5W ONLY side. 1Ya"TimberStrand® LSL or CS Use 2x4 minimum squash blocks to Shear transfer:connections for mum HS HS O 6" on 6„ 1Ye"TJ®rim board.* to Inalnn equivalent capacity BS BSW Blocking panels may be required with shear S H5S is allowed only with joist depths<16" ❑ O o 0 0 0 0 O transfer load around TJI'F'joist 2 pane nailing walls above or below-see detail B1 2x6 min. solid sawn or 4 Y2"wide 2-\� Rim to TJI®Joist Toe nail-10d 0.131"x 3" (min.) 2x4 one side. sex if ( ) Timberstrand®LSL rim board,full fen th 1%'TJ'Rim Board, TJI®560 rim Toe Beveled web stiffeners required on - at 6"on-center* g Za/6 span rated sheathing C/16"Min.). 1%"or 1%"TimberStrand®LSL. nail with 1Old(0.128"x 3") both sides.Cut to match roof slo e. joist spacing is greater than 1 6" L 1 2 x D1 D1_ Closely grouped round L2 2 x L2 �D2 g 6„ in bay and tight to each joist flange.Connect 3 or TJI 110 rimjoist: nails,one each side of P p J�. 24"on-center. holes are permitted if to plate with 8d(0.113"x 2%")nails at 6" Attach with 8d(0.113"x 2/")nails at One 10d(0.131"x 3")nail into TJI®joist MangerTS60No field cut minimum p minimum No field cut Do not cut A3 A3.1 A3.2 A3.3 *Conventional construction code minimum for use 6"on-center alon anel ed es and in on-center. g P g each Mange joist �C DO NOT holes In (applies to all holes the group perimeter holes In holes larger With A3 only.See the Weyerhaeuser TJl® field.Use pressure treated plywood TJI®210,230,and 360 rim joint: hatched except meets requirements for hatched than lye"in Specifier's Guide,#TJ-4000,forA3.1-A3.3 for round level cantilevers. One 16d(0.135"x3y")nail into cut holes in cantilever p ) Load bearing or shear wall E1 ALT g l each Mange. zones round or square holes. zones cantilever installation specifications and applications. above(must stack over %"minimum bearing VNth depth 16",use TJl®360 rimjoist. 10d(0.128"x 3") reinforcement. Top wew wall belowwhen present) Locale rim boardfoint between joists. Birdsmouth cut nails at 8" must not on-center Table A - End Support End of joists TJI®joist flange overhang inside Minimum distance from edge of hole to inside face of nearest end support at centerline must bear fully on face of plate. Beveled 2x4 block of support plate. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A A TJI Blocking 2. V L. J DEPTH 2„ 3" 4" 5" 6Y3" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8?e" 11" 13" panel a)N� a�N� Beveled web stiffeners 2x4 block for soffit support � on both sides 110 V-0" V-s" 2'-0" T-0" 5'-0" V-0" V-s" 2'-6" 3'-s" 4'-6" RS Load bearing or abraced/shear wall B4 (fig B/RDSMOUTH CUT allowed at low end of%oist only SYz', 210 1'-0" 1'-s" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" above(must stack over wall below) EXTERIOR DECK ATTACHMENT Point Load Connector Spacing B/RDSMOUTH CUT allowed at low end of joist only O 230 V-s" 2'-0" 2'-6" T-s" 5'-6" V-0" 2'-0" T-0" 4'-6" 5'-0" Block ® Structural exterior sheathing 360 V-s" 2'-0" 3'-0" 4'-0" s'-0" V-s" 2'-6" T-s" 5'-0" 5'-6" or berSt nda L Rim Board,1/4' g 4 or 6 Screw Connection 8 Screw Connection Nail Connection LSTA18(Simpson Strong-Tie®or USP or 1%"TimberStrand® LSL or TJI®joist. Flashing 560 V-s" 2'-6" 3'-s" 5'-0" T-0" 2'-0" T-0" 4'-0" 5'-6" s'-0" 10d(0.128'x 3")nails.typical. Structural Connectors®)strapwith Treated zx_ SIDS,USP WS.TrussLOK-EWP' SDS.USP WS.TrussLOK-OK twelve 10d(0.148"x 1Y2")nails 110 1'-0" 1'-0" 1'-s" 2'-0" 2'-s" 3'-0" 5'-s" 1'-0" 1'-s" 2'-0" 2'-s" 4'-s" 5'-0" 6'-0" 2x4 minimum Stagger t0 prevent splitting. ledger or SDW screw, pica/ or SDW screw,typical gg P 210 1'-0" 1'-s" 2'-0" 2'-0" 3'-0" 3'-s" 6'-0" 1'-0" 1'-s" 2'-6" 3'-0" 5'-0" 5'-s" 6'-s" squash blocks Web stiffeners typical Additional blocking INTERMEDIATE BEARING See fastener Blocking panels or shear blocking may be 11%e' 230 1'-0" 1'-s" 2'-0" 2'-s" 3'-0" 3'-s" 6'-s" 1'-0" 2'-0" 2'-s" 3'-s" 5'-s" 5'-s" 7'-0" required on both 8"diameter maximum hole for 117/"- table below.Maintain 1Ye"TJ®Rim Board 2'spacing,typical a for q may be required specified forfoist stability at intermediate supports sides at E1 W ONLY 2"distance minimum from or 1/a"or 1Yz' 1�!'minimum 360 1'-s" 2'-0" 3'-0" 3'-s" 4'-6" 5'-0" 7'-0" 1'-s" 2'-6" 3'-s" 4'-6" 6'-6" 6'-6" 7'-s" 16"deep blocking panels;6"diameter ( ) shear transfer TimberStrand® LSL. 1 edge of ledger to fastener. web serr"""rs Ys' maximum for blockin anels 9/' g g R7S sn"p""d d"c t.rth.k required"c 560 1'-s" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-s" 3'-s" 4'-6" 5'-s" T-0" T-s" 8'-0" g1 B1 W 7 � g P 2 ON2 • req"gyred""dem R7s wpm sieges 9re"term""siz see deep or shorter than12"long. Fastener Allowable Load(')Qbslbolt) 'attop Strap nails: sid. "tR7woNLY Neli,R.,,.metr tB..r;"9," V-0" V-0" V-s" 2'-0" T-0" 5'-6" V-0" V-0" V-s" 2'-0" 3'-s" 4'-0" s'-0" 8'-0" Do not cut flanges. Y2"Through bolt 2'minimum Leave 2%'minimum Weyerhaeuser lnsfallaaon Guide for Floor 210 V-0" V-0" 1'-0" V-s" 2'-0" 2'-s" 3'-s" 6'-0" 1'-0" 1'-0" 2'-0" 2'-s" 4'-0" 4'-s" 6'-s" 8'-6" Rim Board Material %"lag bolt %"Through bolt with Air Space and bottom, and HfFraming,TJ-eoor. 14" 230 1'-0" 1'-0" 1'-0" 1'-s" 2'-s" 2'-s" 4'-0" 7'-0" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 9'-0" Web stiffeners required 1Ya"TJ®Rim Board�'� aso sss typical2"minimum end distance 360 V-0" V-0" V-s" 2'-s" T-s" 4'-0" 5'-6" 8'-0" V-0" V-s" 2'-6" 4'-0" 6'-0" 6'-s" 8'-W 9'-s" on both sides at B1 W 1/,"TimberStrand LSL 675 725 s1s« ee°eied..,d"9 1%"TimberStrand®LSL s7s 7zs Double beveled bearing late qi"re wn°wd wne" and B2W ONLY 11`r'minimum g P eqe excee dsr rz 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-s" 5'-0" 6'-s" 9'-0" 1'-s" 3'-0" 4'-0" 5'-0" 7'-0" 7'-s" 9'-0" 10'-0" (1)Corrosion-resistant fasteners required for we-service applications. E Equal 8'-10' when slope exceeds/a:12 R7 R7 R7 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 1'-0" 1'-0" 1'-0" 1'-s" 3'-0" 3'-0" 5'-s" 7'-s" 10'-0" ® Lq (2)Allowable load determined in accordance with ASTM D7672. q spacing,typical w S R7S isall"wed only with pistdepths<16" Blocking panels may be required with braced/shear 1 "TJ Rim Board or O (3)1Ye"TJ®Rim Board is allowedwthjois depths<16"only. 1 \ }spacing 210 V-0" V-0" V-0" V-0" V-0" V-6" 2'-6" T-6" 6'-0" V-0" V-0" V-0" 2'-0" T-0" 3'-6" s'-6" 8'-0" 1 V-0" B2 B2W g P y q 1Ya"or 1%"TimberStrand®LSL. (a)Maximum%"shimmed airspace. i Web Stiffener required on walls above or below-see detail B1 minimum 2"minimum R14 both sides at R14W ONLY 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-s" 1'-s" 3'-0" 4'-0" 7'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-s" 4'-0" 7'-0" 9'-0" 11'-0" Nail with 10d(0.131"x 3") 1y2 beam depth 2'minimum R14W 360 V-0" V-0" V-0" V-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" V-s" 3'-0" 5'-0" U-s" 9'-0" 10'-0" 11'-s" nails,one each at top and Q ®i Q There must be an equal number of 560 V-0" V-0" V-0" V-0" 2'-s" 3'-0" 5'-0" T-s" 10'-0" 1'-0" 2'-0" T-0" 4'-6" 6'-6" T-0" 10'-0" l l'-0" 12'-0" E1 E1 W bottom flange. nails on each side of the connection 4" 6" 7" 8" 10" 12" 14%" 16%" 4" 6" 7" 8" 10" 12" 143/4' 16%4' 18" 360 1'-0" 1'-0" V-0" 2'-0" 4'-0" 5'-6" 9'-6" V-0" T-0" 4'-6" 6'-0" 10'-0" 1 V-0" 1 T-6" Point Load Design Example l 560 1'-0" 1'-0" V-0" 2-0" 4'-6" T-0" 10'-6" 2'-0" 5'-0" s'-s" 8'-0" 11'-0" 12'-0" 14'-0" 3,000lbs 20„ 360 1'-0" 1'-0" V-0" V-0" 2-0" 4'-0" T-0" 10'-0" V-0" V-s" T-0" 4'-6" 8'-0" 11'-6" 13'-6" 15'-6" General Notes for Side-Loaded Beam Tables 560 V-0" V-0" V-0" V-0" 2-0" 4'-6" 8'-6" 1 V-0" V-0" T-6" 5'-0" T-0" 10'-s" 13'-0 14'-s" 15'-s" Filler and Backer Block Sizes ■ Connections are based on NDS®or manufacturers test or code reports. Table B - Intermediate or Cantilever Support TJI® 110 210 230 or 360 360 560 5600 ■ Use specific gravity of 0.5 when designing lateral Connections. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Depth 9%:"-117/6" 14"-16 9%"-11�/e" 14"-16" 9/2"-1111," 14"-16" 18"-20" 117/6" 14"-16" 18 -20 22"-24" ■ Values listed are for 100%stress level.Increase 15%for snow-loaded roof conditions or ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 25%for non-snow roof conditions,where code allows. JOIST TJI® FillerBlock)1I 2x6+Y8" 2x8+1/6" 2x6+y:" W+V2" 2x12+W Two Two Two Four A"x15" DEPTH 2„ 3" a" s" s " r' 8i;' 1r' 13" z" 3" a" s" sYZ' r' 87i" 11" 13" (Detail H2) 2x6 Wsheathing sheathing sheathing sheathing sheathing 26 2x8 2x12 sheathing ■ When fasteners are required on both sides,stagger fasteners on the second side so they fall 14' 110 2'-0" 2'-6" 3-13" 4'-6" T-s" V-s" 2'-6" T-s" U-s" 6'-6" 2x6+3/s" 2x10+Ys' 2x6+1z" 2x10+W halfway between fasteners on the first side. 210 2'-W 2'-6" 3'-s" 5'-W 8'-0" 2'-0" T-W 4'-W s'-6" T-6" Cantilever Filler 2x6 2x10 Not 9Y2" sheathing, sheathing, sheathing, sheathing, Not applicable ■ Verify adequacy beam in allowable load tables on pages 6-23. z3o z'-s" 3'-0" a'-o" 5'-s" 8'-s" z'-o" 3'-s" a'-s" s'-s" 7'-s" (Detail E4) 4'-0"long 6'-0"long 4'-0"long 6'-0"long 4'-0'long 6'-0'long applicable First.verify that a 3-ply. 1�'i'x 14"beam can support a 3.000 lb 360 T-0" 4'-0" U-s" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-s" 8'-0" ■ 1'wide beams should be side-loaded only when loads are applied to both sides of the point load and all other loads applied.The 3,000 lb point load is 560 T-s" 5'-0" 6'-0" T-s" 10'-0" 4'-0" 5'-6" s'-s" 8'-0" 9'-0" Backer Block()) S . 7 • , . Two W x 15' members(to minimize rotation). being transferred to the beam with a face mount hanger.For an /e or �i'or/e /a or 1'net 2x6 2x8 2x12 110 " V-0" V-s" (Detail F1 or H2) sheathing g g 1'-0 1'-s" 2'-s" 4'-0" 4'-s" 8'-s" 1'-0 2'-s" 4'-0" 7'-0" 7'-0" 9'-s" ■ Minimum end distance for hafts and screws is 6'. assembly of three 1%' Iles y 210 V-0" V-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-W 1'-0" 2'-W T-W 4'-s" 8'-0" 8'-W 10'-0" Filler 16d(0.135"x 3W) y p (Assembly B),SIX 3'fi"$D$SCreWS Nail Size 10d(0.128"x3") ■ Be-arris wider than i"ie wire s-'-jai can-sjdeiatjon` the desj---------unai of iei irid. are g 11%n 230 V-0" 2'-0" 2'-6" 3'-s" 5'-0" 5'-6" 10'-0" V-0" 2'-6" T-s" 5'-0" 8'-6" 9'-0" 10'-6" Backer 10d(0.128"x 3") 4 pe( K IN good for i,uou ibs with a face mount hap er. 360 2'-0" T-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2-0" T-s" 5'-0" T-0" 9'-6" 9'-6" 11'-0" Nail Filler 15 one side 10(15 for multi-family)each side 15 each side 25 each side 560 V-s" T-0" 4'-6" U-s" 8'-0" 8'-6" 12'-0" 3-0" 4'-6" 6-0" 8'-0" 10'-6" 11'-0" 12'-0" Quantity(2) Backer 10(15 for multi-family applications) 15 10(15 for multi-fami ) 15 15 110 V-0" V-0" V-0" V-0" 2-0" 2-6" 4'-6" 8'-6" V-0" V-0" V-0" 2-6" 5'-0" 6'-0" 9-Ow" 12-0" 210 V-0" V-0" V-0" V-0" 2'-6" T-0" 5'-6" 9'-6" V-0" V-0" 2'-0" 3-13" 6-0" T-0" 10'-0" 13'-0" (1) If necessary,increase filler and backer block height for face mount hangers and maintain 4'gap at top of joist.See detail W on page 27.Filler and backer block dimensions should accommodate 14" 230 V-0" V-0" V-0" 2-0" T-s" 4'-0" 6-0" 10'-6" V-0" V-0" 2'-6" 4'-0" s'-s" T-s" 11'-0" 13'-6" required nailing without splitting.The suggested minimum length is 24"for filler and 12'for backer blocks. 360 V-0" V-0" 2'-0" 3-13" 5'-6" 6-0" 8'-6" 12-13" V-0" 2'-0" 4'-0" U-s" 9'-0" 10'-0" 12'-0" 14'-0" (2) Clinch nails when possible. 560 V-0" V-0" V-s" 3-13" 5'-6" s'-s" 9'-6" 13'-6" V-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13-13" 15'-0" 110 V-0" V-0" 1'-0" V-0" 1'-0" V-0" 2-6" 5'-0" 8'-6" 1'-0" V-0" 1'-0" 1'-0" T-6" 4-6" 8'-6" 11'-s" 15'-0" 210 V-0" V-0" V-0" V-0" V-0" V-0" T-s" 6-0" 10'-0" V-0" V-0" V-0" V-s" 4'-6" U-s" 10'-0" 12'-6" 16'-0" 16" 360 V-0" V-0" V-0" V-0" T-s" 2'-0" 4'-0" s'-0" 13-0" V-0" V-0" 1'-0" 2'-s" T-0" s'-6" 13-s" 13'-6" 17'-0" Header to column Column to Top Plate Column to Bottom Plate Member Orientation 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-s" 10'-0" 13'-s" 1'-0" 1'-0" 2'-0" 4'-0" 7'-s" 8'-s" 13'-0" 14'-s" 17'-0" 560 V-0" V-0" V-0" V-0" 2'-6" T-s" T-0" 11'-0" 15'-0" V-0" V-0" T-s" U-s" 9'-0" 10'-0" 14'-6" 1 s'-0" 18'-0" 4" 6" 7" 8" 10" 12" 14%4' 163/4' 4" 6" 7" 8" 10" 12" 14%" 16%4' Column 360 V-0" V-0" V-s" T-W 6'-W 9'-0" 14'-6" V-0" 4'-0" s'-s" 9'-0" 14'-6" 16'-6" 19'-0" Double 18 560 1'-0" V-0" V-0" 2'-W s'-0" 10'-0" 15'-s" V-0" s'-0" 8'-6" 1V-6" 16'-6" 18'-0" 19'-6" Trimmer top plate Trimmer p1 jpnentation 360 1'-0" V-0" V-0" V-0" T-W s'-0" 11'-0" 15'-0" V-0" V-s" 4'-0" T-0" 12 d'-s" 16'-s" 19'-0" 20'-s" stud (s� zo" Plate width stud (s) Sole 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-s" 5'-6" 11'-6" 15'-6" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-s' 19'-0" 20'-6" Rectangular holes based on measurement of longest side. must equal WaII plate o • Leave Y8'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. thickness t0 Framing Framing • Tables are based on uniform load tables in current design literature. Framing provide lateral angles angles G • For simple span S minimum),uniform/ loaded joists used in residential applications,one maximum size round hole may be located angles as re uired p p ( ) Y 1 pp Y bracing. (Plate q as required at the center of the joist span provided that no other holes occur in the joist. as required not required If norientation header width Beer, MULTIPLE MEMBER CONNECTIONS FOR POINT Header equals the wall ' LOADED COLUMNS thickness.) m 2 PLY 3 PLY 4 PLY ALLOWABLE HOLES - Headers and Beams y 1.55E TimberStrand®a meter f LSL Rimboard Headers and Beams the largest hole(minimum) Trimmer Blocking .1,3depth Allowed hole zone Column Stud (s) panel as z Sill Plate 10" w ° required o ° Solid blocking is Plate width must equal wall thickness [--- o - o - o required if column to provide lateral bracing (plate not ------------- Note: Field skewable 1.ss ETimberstrand�LSL and trimmer studs required if header equals wall thickness) Header or Beam Maximum Round framing angles required do not extend to w Depth Hole Size 9Y"-9Y" 3" L 13 P6 for sloped top plate P5 sill plate 11/a"-11 5 connections Allowable Holes and Notches /e" 3/a" 14"-16" 4%-- See illustration for allowed hole zone One hole may be cut anywwhere along the length of 2xA,2x6,2x8 2x4 2x6,2x8 2x6,2x8 General Notes the stud or column but must be at least 58'from the edge. USE 16d(0.131"x 3Ya")PNEUMATIC NAILS • Allowed hole zone suitable for headers and beams with One notch may be cut anywhere except the 4 PLY ALTERNATE:2 ROWS,YZ'DIAMETER BOLTS AT 8"ON-CENTER uniform and/or concentrated loads anywhere along the member. • Round holes only Blocking between X X X middle 13 of the length of the stud or column. • No holes in headers or beams in plank orientation. outlookers as 4" o/c nailing MULTIPLE MEMBER CONNECTION FOR NON POINT LOADED required from required Connect outlooker to truss 5/8 Minimum COLUMNS Other Trus Joist® Headers and Beams Trusses by others Microllam®LVL 0 sheathing with (2) 16d nails for 2x4, at 24" on center 25'to edge distance 2 PLY, USE(2)ROWS 16d PNEUMATIC NAILS AT10"O.C. to outlooker (3) 16d nails for 2x6 or 2x8 5° 1.3E TimberStrand® and Parallam®PSL 3 PLY'S AND GREATER, USE(2)ROWS 16d PNEUMATIC NAILS(EACH PLY) LSL hole zone hole zone 2 x diameter of the Y3 depth largest hole(minimum) Connect truss to Maximum diameter: L/3 AT 8"O.C.-STAGGER 2"PER PLY DO NOT cut,notch or drill *13/8" 1 ha as in headers or beams double top plate for 3/2"thick walls d� o except as indicated in with one angle *23/16'for 5Y2"-1114"thick walls illustrations and tables. 2' max clip (545 Ibs min. NAILING FOR TOP & BOTTOM PLATE TO SHEATHING CEILING/ROOF MEMBER Microllam® LVL and Other Trus Joisn Beams 2x_outlooker for Load 2)at Maximum notch: SHEATHING & CEILING/ROOF MEMBERS NAILING SPACING ParallaePSL Header or Beam Maximum Round 24" o.c. allowed holezone Depth Hole Size 2x_solid sawn angle braces to *7/8'for 31,2"thick walls (16d PNUEMATIC NAILS) NAILS/FT 16" o.c. 24" o.C. middle Y3span 43%" ill Gableend wall connect double top plate to roof @ 2'-0" *1%"for 5Y2"-111.4'thick walls L/3 NON-HURRICANE PRONE REGIONS 3 4 6 ® 5Y2' 13i4" o.c. along length of wall fit snug between d 1.3E TimberStrand LSL allowed hole zone d 7i"-20" 2" Connect outlooker to double top HURRICANE PRONE REGIONS 4 6 8 See illustration for Allowed Hole Zone plate with angle clip (565 Ibs min. Loads must be tracked i the two bays. Connect with (3) 16d nails. 120 MPH WIND AREA 1 5 1 7 10 General Notes for Load 1)at 24" o.c. to of foundation by designer 2x solid sawn connected to top • Allowed holezonesuitableforheadersandbeamswith uniform loadsonly. Continuous tall-Wall framing of bottom chord with (3) 16d nails at • Round holes only from sill late to to late O • No holes in cantilevers. ( p p plate) 2'-0" o.c. along length of wall, back 8'-0" L/3 • No holes in headers or beams in plank orientation. WB2Connection of double top plate to outlooker must be W63 Wall bracing is necessary if double top plate is not attached A notch and hole shall not occur Sheet: designed to tranfer lateral load to roof. directly to the roof/floor diaphragm. in the same cross section 1of2 1_llR•.�rLMl SCAN WITH YOUR SMARTMONE rlJP.9.wr1 SCAN WITH YOUR SMARTPHONE MI LJ A complete Javelin® framing plan requires the Framers Pocket Guide V V — INSTALLATION GUIDE FOR % • 5 DAMAGE REPORTING r#_P` •__ cl nnD spun Dnnc rDennlwr_ See the Framer's Pocket Guide for Product Trademark Information A•:� nnnRu G Tnni �... ���..�..� ..��. . ...........M �:r � ..��.__ SCHERER BROS T L .. '• .T 1 1- -.irna2neoortwoodWwv.cam ho I a • ' 10 FOREST PRODUCTS, INC. GUENTHER GARAGE WEEKES FOREST PRODUCTS,INC. * 2600 COMO AVENUE 651 644 9807 * ST36PAUL,MN 55108 ROOF FRAMING LAYOUT LIVE LOAD: 35 DEFLECTION: L/E/ LIVE 24 TOTAL DRAWN BY: JLT TOTAL LOAD: 55 WIND/EXP.: N/A DATE: 05.30.23 FASCIA BY OTHERS NOT INCLUDED TA 210 OUTLOOKERS SPACED @ 241, O.C. n 24" O.C. Framing Connector Summary 31011 PlotID Qty Manuf Product Web Stiff H1 18 Simpson IUS2.06/11.88 No Products PIotID Length Product Plies Net Qty SSBk1 A6' 61011 11 7/8" TJI 210 joist 1 22 tl B26' 261011 11 7/8" TJ 1 360 joist 1 8 M1-2 261011 1 3/411 x 11 7/8" 2.0E Microllam LVL 2 4 --- - --- - -- STBk1 36' 2 1/4" 1 1/8" x 11 7/8" TJ Rim Board 1 1 \ rI - � I '. I I ononon+. ,u u r•x�a�li d' `. �c�c�c�� `,.,.,.,;� •• W 0 J N LL. 0 0 m co `n B26' L r Q _ N cV r-1 W d r 0 J LL 0 0 � r SSBk1 WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist Symbol Legend 0 User Defined Point Load User Defined Line Load En DO NOT walk on joists DO NOT walk on joists DO NOT stack building User Defined Area Load until braced. that are lying flat. materials on unsheathed BBO Beam By Others INJURY MAY RESULT. joists.Stack only over PBO Post By Others WARNING NOTES: beams or walls. Layout Start Location Lack of proper bracing during construction can result in serious OConstruction Detail Callout accidents.Observe the following guidelines: (See Framer's Pocket Guide) 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. Excessive Point Load 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be IL i 0 (WARNING:Member design did not accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. ROOF FRAMING LAYOUT include this load.Special con side d.) 3 Safety bracing of 1bu(minimum)must r r nailed is i braced end wall or sheathed area(as in note 2)and to each joist. is required by the designer of record.) Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or one layer of unnailed sheathing. Required Bearing Length 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. I I I (Only placed at insufficient bearing 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Sheet: set. SCALE: 1/2 = 1 J A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of 2 OF 2 Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved.