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Home My WebLink About58 Gleason Ave - BLD-97-157 - Framing Information-f TiTJ FLOOR TJ -X ertTM Framing p g Information (Form No. 6200) 1/96 FLOOR er Tt� /�'�• `,� ( fil�it��%��II.�.sTM MICROLLAM® LVL PARALLAM® f PSL AND TIMBERSTRAND9 LSL HEADER AND BEAM BEARING DETAILS BLOCKING PANELS TJI® RIM JOIST RIM BOARD BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER BEAM TO BEAM CONNECTION TJI® joist bearing length Is the bearing width. TJI® joist bearing length is the bearing width minus the TJI® rim joist thickness (X). TJI® joist bearing length is the bearing width minus the rim board thickness (X).blockin TJI' joist or 11/4" TimberStranT LSL g (or equal) for lateral support. Strap per code if top plate is not continuous over header. _ Blocking panel Top mount TJh rim joist _ Rim board as specified on Column, where required. L1 Trimmers L2 hanger Face mount hanger. g L3 the TJ-Xpert Framing Plan. BEARING LENGTH IS EXTREMELY. CRITICAL. SEE FRAMING PLAN FOR REQUIRED BEARING LENGTHS TJI® rim joist Blocking panel TJI® joist TJI® joist BEARING AT CONCRETE WALL BEARING AT WOOD OR STEEL COLUMN TJI® joist - Bearing plate Bearing plate 71 . Bearing plate Joist bearing length X Joist bearing length X Joist bearing lengthl 1 Bearing width Bearing width (bearing width) Top View Top View A3 Top View ° Al OA2 X = TJI m Rim Joist Thickness, see framing plan XX = Rim Board Thickness, see framing plan ° TJI® JOIST ATTACHMENT AT BEARING MICROLLAMe LVL, PARALLAW PSL AND WEB STIFFENER ATTACHMENT TIMBERSTRANDa LSL ATTACHMENT Parallam® PSL column Steel column with AT BEARING 1 /1z"through 25/a" 3'/z" L4 Protect wood in direct contact with concrete. �5 with column cap column cap Rim board as specified on Rim board as specified on the TJ-Xpert Framing Plan. One 10d (3") or 12d the TJ-Xpert Framing Plan. One 10d (3") or 12d Gap: Gap: / (31/4") box nail each (3'/4") box nail each 1 '/8" minimum Ya" minimum side of TJI' joist at _ _ side of member at 2/4 maximum 112 2'/4" maximum ' WARNING JOISTS ARE UNSTABLE e mini _ bearing. e mini -3-8d (21/2") box nails, 3-16d 31/2"mum from end to = mum from end to clinched when possible ( )box nails /bearing. minimize splitting _ minimize splitting UNTIL BRACED LATERALLY (typical). _ (typical). Web stiffener each side0) Web stiffener each siders' �� BRACING INCLUDES: 1"11/2" " ht fit Tight DO NOT allow workers • BLOCKING DO NOT stack building Nails may need to Nails may need to \ Ti \ be driven at angle be driven at angle 9 g t fit to walk on joists until -HANGERS materials on unsheathed to,minimize splitting to minimize splitting braced. INJURY MAY • STRUT LINES joists. Stack only over of bearing plate. of bearing plate. ^ Web stittener material shall be sheathing meeting the requirements of PS 1 or PRP -108 RESULT. See Notes 1, 2 • SHEATHING beams or walls. See O with face grain parallel to long axis. See Builders Guide for web stiffener size. and 3 below. Note 4 below. 2x4 construction grade or better. WARNING NOTES: JOISTS BUTTING OVER SUPPORT Lack of concern for proper bracing during construction can result in serious accidents. Under Load bearing or Web stiffeners required each Load bearing wall Web stiffeners required Web stiffeners required normal conditions if the following guidelines are observed, accidents will be avoided. shear wall above side at B1 W. above each side at B2W. each side at B3W. End of joists at 1. All blocking, hangers, rim boards and rim joists at 3. Temporary strut lines of 1x4 (min.) must be nailed 4. Sheathing must be totally attached to each TJIO " 2x4 minimum centerline of su000rt the end supports of the TJI® joists must be to a braced end wall or sheathed area as in Note joist before additional loads can be placed on the Blocking panel squash blocks completely installed and properly nailed. 2 and to each joist. Without this bracing, buckling system. 2. Lateral strength, like a. braced end wall or an sideways or roll over is highly probable under light 5. Ends of cantilevers require strut lines on both the " . existing deck, must be established at the ends of construction loads - like a worker and one layer of top and bottom flanges. the bay. This can also be accomplished by a unnailed sheathing. 6. The flanges must remain straight within a toter temporary or permanent deck (sheathing) nailed to the first 4 feet of joists at the end of the bay. ance of from the true alignment. I Bearing width NOTICE PRODUCT APPLICATION The TJ-Xpert- Floor Framing Information sheet is a supplement to the Trus Joist MacMillan Builder's Guide. For Asst>xxANCE B1 B11A1 Required bearing length 82 B2W Required bearing length B3 B3W Required bearing length complete information, this sheet must be accompanied by the Trus Joist MacMillan Builder's Guide. The Builder's Guide 08equalsbearing width. equals bearing width. equals bearing width. provides additional information on joist to joist connections, allowable holes and locations, hanger identification details, general nailing requirements and product identification. Web stiffeners 4'-0" length of 3/4" reinforcement on one side at E2, 6'-0" length of TJI® joist reinforcement 12" length of 3W Bearing requirements as shown on the TJ-Xpert- framing plan and accompanying Floor Framing Information sheet are required each both sides at E3. and filler block. 4'-0" length may reinforcement on one T Closure job specific and supersede minimum bearing requirements listed in Trus Joist MacMillan product literature. Do IT RIGHT side at Ei W. be allowed. side at E5, both sides See Builder's at E6. Lateral bracing complying with the code shall be carried to the foundation. Guide FIRST \� THESE CONDITIONS ARE NOT PERMITTED DO NOT cut pees DO NOT cut org s overhang must not TJ-XPERrm WARRANTY too close to supports TJI joist flanges overhan face of late Zo J� o Maximum The Trus Joist MacMillan (TJM) products called out on the TJ-XpertT"" framing plan Attach reinforcement to joist have been sized for the loads and dimers Attach reinforcement to joist top and Attach TJI® joist reinforcement to joist top and bottom flanges with 4 Required bearing length bottom flanges with 8d (21/2') box O web with nails as specified in Builder's one 8d (21/2") box nail at each sions entered by the computer operator E1 E1W equals bearing width. EZ E3 nails at 6" o.c. when reinforcing both E4 Guide. E5 E6 corner. 4 into the TJ-XpertTm computer program. The sides stagger nails to avoid splitting. 4 TJ Xpertrm program sized the TJM products in the framing plan in accordance with TJM Backer block, install tight to top flange (tight to bot- Parallam PSL or Refer to hole charts in Builder's Guide Refer to hole charts in Builder's Guide Flush bearing plate design criteria. Purchaser acknowledges s tom flange with face mount hangers). Nail with 15- multiple stud column. for minimum distance from bearing wall. for allowable hole size and location. with inside face of wall or beam. receipt of the TJ XpertTm Framing Information Macaulam® LVL, 10d (3") box nails clinche10-1 d (3") box nails for residers Bearing plate. Form #6200 and the Builder's Guide and Parallam® PSL or tial applications), clinched when possible. Flush plate with TimberStrand® LSL inside face of warrants that the TJM products beam W wall or beam , JO BSITE STORAGE Inst 3 � ailed in accordance with the FormGu de ;¢ and the framing plan. All loads and dimen- sions used by the TJ-XpertTm program to hTop angeount - „ I I I I I I I I l 111 I byslgn thethe framing Purchaseplaa andve verified edeen sby specified i Protect (cover) Face 2x4 minimum _L products from Purchaser for completeness, accuracy and mount squash blocks extended exposure compliance with applicable code require - hanger Filler block. Nail with 15-10d (3") box nails to sun and water _ Use stickers ments. The loads, dimensions and resulting (10-t Od (3") box nails for residential applica- adequate to framing plan have not been checked by a be required. r--.�-. � = Web stiffeners may tions), clinched. Use 15-16d (31W) box nails keep products TJM Engineer. (10-16d (3'/2") box nails for residential appli above ground and H1 H2 cations) from each side when TJh flanges Hg CSO Solid block post loads from above to _ out of mud and water /2are 3'' wide. O iplatebelow. bearing eow. Store joists in vertical orientation (approximately 10' o.c.). Q o ODo not store flat OQ �� -• • pa a..:::o, me "aueme or rrus uoisr macmivan, a limited partnership, Boise, Idaho. Prin•ed in the LLS A.