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Home My WebLink About58 Gleason Ave - BLD-97-157 - Roof Framing InformationAttach joist to plate with 2-12d (3'/4") 2 rows 80 (21/2") box .,t vvvvU Un a t CCL %,ULUMN nails each side at q7 and R W nails at 8" o.c. Attach joist to plate with twist strap and backer block at g and R7S Filler Beveled 2x4 block ° Beveled bearing plate required when with beveled web slope exceeds Y4" per foot. Substitute 2 �� stiffener on opposite ° adjustable slope connector when specified. Overhang day side of web. ° See framing plan. Shear blocking CR7 OTS For blocking pane! and metal cross OSee or ad BC and OParaith c PSL column Steel column with R7Wbracing requirements at intermediate R8 SB for additional L4 Protect wood in direct contact with concrete. L5 with column cap column cap bearings, see framing plan. information. BIRDSMOUTH CUT AT LOW END OF JOIST ONLY For required lateral support See Builder's Guide for WARNING �o Jac For required lateral support o F accessory, see framing plan straps and connections 10d (3") accessory, see framing plan and acessory list. box nails �o and acessory list. 2 rows 8d o.c.") box �c JOISTS ARE UNSTABLE nails at 8" o.c. Blacking --�__ at 8" o.c panel UNTIL BRACED LATERALLY BRACING INCLUDES: Filler Attach joist to plate DO NOT allow workers - BLOCKING DO NOT stack building with twist strap and _ to walk on joists until • HANGERS materials on unsheathed backer blocks at RS braced. INJURY MAY • STRUT LINES joists. Stack only over o See detail R7. RESULT. See Notes 1, 2 • SHEATHING beams or walls. See Overhang Zai �J� Beveled 4 block ck o Beveled Beam. See Double beveled and 3 below. Note 4 below. Overhang L\�V� 2x4 block framing plan. bearing plate Beveled web stiffeners on both sides. Shear blocking _ Beveled bearing plate required when required when slope WARNING NOTES:ds'/4" per foot. slope exceeds /4" per foot. Substitute Lack of concern for proper bracing during construction can result in serious accidents. Under Rg See Detail BC and SB for R10 Sg excee adjustable slope connector when R14 normal conditions if the following guidelines are observed, accidents will be avoided. additional information. specified. See framing plan. 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 TJI° Filler block. Attach with 15-10d (3") the end supports of the TJF joists must be to a braced end wall or sheathed area as in Note joist before additional loads can be placed on the " Double joist required C box nails (10-10d (3") box nails for completely installed and properly nailed. 2 and to each joist. Without this bracing, buckling system. when specified. See residential applications), clinched. Header. See 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 framing plan. Use 15-16d (3'/z") box framing plan. existing deck, must be established at the ends of construction loads - like a worker and one layer of " nails (10-16d (3'/z") g top and bottom flanges. box nails for residential the bay. This can also be accomplished by a unnalled sheathing. applications) from each temporary or permanent deck (sheathing) nailed 6. The flanges must remain straight within a toler- side when TJI flanges ' to the first 4 feet of joists at the end of the bay. once of 1/2" from the true alignment. are 3Yz" wide. Backer Block, install tight NOTICE PRODUCT APPLICATION Hanger -see framing to bottom flange (tight to Ian and connector g p The TJ-Xpert- Roof Framing Information sheet is a supplement to the Trus Joist MacMillan Builder's Guide. For Beam. See p top flange with to mount T � � 2x_ overhang. framing plan. schedule. hangers). Nail with 15-10d Hanger - see framing plan complete information, this sheet must be accompanied b the Trus Joist MacMillan Builder's Guide. The Builder's Guide Asst�AN , + Notch around (3") box nails (10-10d (3") and connector schedule. p p y Tijoist top flange. End wall box nails for residential provides additional information on joist to joist connections, allowable holes and locations, hanger identification details, Straps over flush beam may O applications), clinched general nailing requirements and product identification. 0 <D 5 be required. See framing plan H6 when possible. and connector schedule. Bearing requirements as shown on the TJ-Xpert- framing plan and accompanying Roof Framing Information sheet are job specific and supersede minimum bearing requirements listed in Trus Joist MacMillan product literature. o IT nlelTG WEB STIFFENER ATTACHMENT BEVELED WEB STIFFENER BIRDSMOUTH CUT D Lateral bracing complying with the code shall be carried to the foundation. HT 1 Yi' through 25/e" 3'/z" FIRST 8" minimum Gaminimum THESE CONDITIONS ARE NOT PERMITTED °Q 1 2'/4" maximum 1'/z":?— 2'/4" maximum 1- `o DO NOT cut holes DO NOT bevel cut joist DO NOT cut or notch Birdsmouth cut must not over- -0 Ln3-8d (2t/z") box nails, 3-16d (3Yz") box nails _ - too close to supports beyond inside face of wall. TJI joist flanges hang inside face of plate. TJ -XP E R Fm WARRANTY clinched when possible N cd -L -_-__ Beveled web stiffener Web each side of TJhjoist The Trus Joist MacMillan (TJM) products stiffener each sidel'I 21 m m Bevel cut web Web stiffener each side = E web. 1 yr stiffener to match _ TM 1" called out on the TJ-Xpert framing plan roof slope. - - L - Birdsmouth cut must \ have been sized for the loads and dimen- Tight fit I \Tight fit not overhang inside face of plate, so that sions entered by the computer operator TJI®joist flange bears into the TJ-XpertTM computer program. The O l web stiffener material shall be sheathing meeting the requirements of PS 1 or PRP -108 fully on plate. TJ-XpertTM program sized the TJM products W with face grain parallel to long axis. See Builder's Guide for web stiffener size. BC "I 2x4 construction grade or better. In the framing plan In accordance with TJM Refer to hole charts in Builder's Guide Refer to hole charts in Builder's Guide TJI® joist flanges must bear design criteria. Purchaser acknowledges TJI® JOIST ATTACHMENT AT BEARING SHEAR BLOCKING ALTERNATE TIMBERSTRAND® LSL SHEAR BLOCKING for minimum distance from bearing wall. for allowable hole size and location. fully on the plate. receipt of the TJ-XpertTM Framing Information 1'/4" TimberStrandT" LSL shear blocking (between joists) Form #6200 and the Builder's Guide and may be field trimmed to match joist depth at outer edge of warrants that the TJM products will be wall or located on wall to match joist depth JOBSITE STORAGE One 10d (3") or 12d (3'/4") box nail .installed in accordance with the Form, Guide and the framing plan. All loads and dimen- each side of TJI'' joist at - bearing, '/3 ' '/ '/s '/3 '/a I I III I I I I III I sions used by the TJ-Xperfm program to /1'/2" minimum from end to mini- J J Ji mize splitting. Supplemental con- _ design the framing plan have been specified nections may be required at inter- �/ • chase and verified by the 4 Protect (cover) by the Purchaser mediate bearing locations to resist Shear Blocking panel Yz ) y3 - %__ __ products from Purchaser for completeness, accuracy and sliding forces. See detail R7/R7W. blocking (toe nail to d ( — extended exposure compliance with applicable code require - between joist with 10d (3") ( box nails, one each to sun and water joists) at top and bottom V CUT HOLE CUT,_ _ Use stickers ments. The loads, dimensions and resulting flange)._ — adequate to framing plan have not been checked by a keep products Minimum shear blocking connections to be 10d (3'7 box -- above ground and TJM Engineer. Toe -nail TimberStrand' LSL shear blocking to bearing plate with 10d box nails at out of mud and water SB nails at 6" on -center. When used for shear transfer, use 6" on -center or 16d box nails at 12" on -center. When used for shear transfer, nail to Store Foists in vertical orientation — — (approximately 10' o.c.). O J Do not store flat P D connections equivalent to decking nail schedule, bearing plate with connections equivalent to decking nail schedule. 0� MicrollaW, Parallam", TJI®, TJ-Xpert" and TimberStrand` are trademarks of Trus Joist MacMillan, a limited partnership, Boise, Idaho. Printed in the U.S.A.