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Home My WebLink About07030152 Correspondence l D I-JOIST REPORT JOB IDENTIFIr'A ON., t?1 f lorrt DATE: 3 o PROVIDED BY. I __ 111 " I-JOIST SERIES !/U @ l9.2?' o.c Lr J York /m n V( o,,6 ID FROM LAYOUT: n NOTES: NCTGH In ?V FIG Z6 FrJ,? j enrnn . ! eat_?r??h + 5 PL? z c.Ic 6s. P r m i For 1 S?-ee1 5frz c" sYJt r? r r Pie ?? REPAIR INFORMATION REPAIR Y: CENTER STEEL [B" x 112" x 22") ON THE DAMAGED AREA OF FLANGE FILL EACH HOLE W/ SIMPSON S DS I/4X2" SCREWS NOTES: Lr? p Gf ?vr?! i-e fV ? K L'ti t - f PRE DRILL HOLES BEFORE SCREW INSTALLATION METAL REPAIR PIECE DESI6NED AND SUPPLIED By CASE ENrINEERED LUMBER: REPAIR PIECE MAY BE INSTALLED ON EITHER SIDE OF THE Ft-ANGE F?4n e f r. 2 0 0 U c 0 N m P U l9 ?r a n t Q1 LC 71 U LL 0 a NICKED FLANGE 6.25 l N. ? oIM A 11 7/81e TJI®110 @ 19.2x' OIC u.r.' e?,?o ebb;" THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pps l Flpro Vanarc a Ze.lt CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential- Living Areas (psf: 40.0 Live at 100 % duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Derail Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 326 / 66 / O / 392 A3: Rim Board 2 Stud wall 3.50" 3.50" 94412301011175 B3 3 Stud wall 3.50" 3.50" 670 / 20310 11073 B3 4 Studwall 3.50" 2.25" 2631401 -62 1 303 A3: Rim Board Other 1 Ply 1 114"x 11 718'0.8E TJStrand Rim Board® Notre None 1 Ply 1 114"x 11 7/8' 0.8E TJ-Strand Rim Board9 -See TJ SPECIFIERS I BUILDERS GUIDE for detail(s): A3: Rim Board,63 TJI HOLES: Diameter Height Width Left End To Top Hole Center Span Design Control Comment Circular 2.00" - - 13'8" Span 2 405lbs 1173lbs Passed (34.6%) -LOCATION ANALYSIS: User Location "X" (Hertz.) Dimension Comment 1 13' 8e NICKED FLANGE BY PLUMBER DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 608 566 1716 Passed (33%) Lt. end Span 2 under Floor ADJACENT span loading Vertical Reaction (Ibs) 1175 1175 1935 Passed (61%) Bearing 2 under Floor ADJACENT span loading Moment (Ft-Lbs) -1419 -1419 3015 Passed (47%) MID Span 2 under Floor ADJACENT span loading Live Load Defl (in) DA01 0.357 Passed (L/999+) MID Span 2 under Floor ALTERNATE span loading Total Load Deg (in) 0.118 0.715 Passed (L%9+) MID Span 2 under Floor ALTERNATE span loading TJPro 43 Any Passed Span 2 -Deflection Criteria: STANDARD(LLV480,TLL/240). -Deflection analysis is based on composite action with single layer of 19132" Panels (20" Span Rating) GLUED 8 NAILED wood decking. -BraGng(Lu): All compression edges (top and bottom) must be braced at T 11"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The bad conditions considered In this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: LOT #3 Jeff Duce YORKTOWN WOODS Case Engineered Lumber 72 S. Post Rd. Indlanpolis, IN 46219 Phone : (317) 897-0777 Fax :(317) 897-1107 jduke@wwlumbw.com ?F,na+? - ze,e ev n.,. a xeremac?e:_ a?ameaa L:: aM rJ-eeaa -Fpv aze : eeb o: rrua doiac. e-_ and }J[J? a.e t_a.I rtR,Arka a. .rus ]?:st. overall Dimensim 33'9" _ 4w u NICKED FLANGE r B .'°' 11 718" TJI®110 @ 19.2" plc Page 4 Pa1 a E Er,uaegme Vauort' V B725N..]1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ALTERNATE span icadine on even R spans, LDF = 1.00 , '-.D Dead + 1.0 Floor Shear at support (ibs) -2 -165 526 -537 132 67 Max Shear at Support (its) -1 -176 566 -517 194 66 Member Reaction (lbs) -1 742 172 -66 Supper-- Reaction (lbs) - 742 712 -62 Moment (Ft-Lbs) N/A -965 1038 -1_045 N/A Live Defiect_ec (in) -0.037 0.101 -9.027 Total Deflection (in) -0.032 0.:18 -0.023 ADJACENT span loading over support 4 2, LDF - 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 300 -527 566 -491 165 49 Max Shear at Support (lbs) 307 -567 606 -535 176 48 Member Reaction O bs) 307 1175 712 -48 Support Reaction (1bs; 323 1175 712 -44 Moment !Ft-L--S) 533 -1419 391 -900 N/A Live Deflection (in) 0.028 0.077 -0.023 Total Deflection (inl 0.036 0.093 -0.024 ADJACENT spar. loading over support P 3 Shear at Support (ibs) 3 Max Shear at Support [Its) Member Reaction (lbs) , Support Reaction Ilbs) 6 Moment (Ft-Lbs) Live Deflection, (in) Total Deflection (.e) LDF a 1. 00, 1.0 Dead + 1.0 Floor -159 509 -554 442 -160 -17) 543 -696 477 -166 718 1073 166 718 1073 183 1 -907 966 -125C 173 -G-C32 -0.029 0.090 -0.012 0.106 -G.0is PARTIAL loading op span 2 from left bearing to right edge of hole 1 (1.0 Dead + 1-0 F1ccr ) Shear at Support (lbs) 53 -112 24) -114 90 -31 Max Shear at Support Iles) 54 -121 274 -123 97 -32 PARTIAL load-cc on span 2 from right bear-ng to left edge of hole i (1.0 Dead + 1.0 Floor Shear at Support (1bsl 5 -157 395 -527 179 63 Max Shear at Support fibs) 6 -163 419 -567 190 61 PROJECT INFORMATION: LOT #3 YORKTOWN WOODS Jeff Duke Case Engineered Lumber 72 S. Post Rd. Indianpolis, IN 46219 Phone : (317) 897-0777 Fax :(317) 897-1107 jd u ke@case lu m be r. cum LcFYr=S E[ r a06 by F s Jo:eL a weyerNeuser Bufaness 7.1: c TJ-Eean a registered traCe.-a_ks cr ' e JGSS[. e-[ ]w?a:?. Fromm .1.1 7J-711 are [[aCe?aike e- TNr J.ia :. ?a NICKED FLANGE TJ a2sS« ?rXIMQ4 11 718" TJI® 110 @ 19.2" o/c ad> : 00:2at26 5e17 w Z3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Eipine Vem?. a. ZS.T: CONTROLS FOR THE APPLICATION AND LOADS LISTED Location analysis: critical values at laoatcon 1 (horizontal distance from left end) is 13' E" cor.:,ent: NECKED FLAi1GE BY PLUMBER Design: Control Design Shear (lbs) 405 1560 under ADJACENT span Floor loading Moment (Ft-Lbs) -360 3015 under ALTEPNATE span Flooz loading Live Deflection (in) 0.046 under ALTERNATE span Floor loading Total Deflection (in) 0.051 under ALTERNATE span Floor loading She actual values above may be different tnan the design values used for member design Load Group: Primary Load Group 10' ll.no" 1;' 3.50" E' 0.50" " Max. vertical Reaction Total Ilbs) 392 1175 1013 303 Max. vertical Reaction Live (lbs) 326 944 870 263 Selectee Searing Length fin) 2.25(8) 3.50(W) 3.50(41) 2.25fh) max. Onbraced Length (in) 59 47 55 50 73 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support albs) 61 -104 110 -103 e5 -36 Max Shear at Support (lbs) 62 -112 11B -111 92 -37 Member Reaction (lbs) 62 230 2203 37 Support Reaction (11ov 66 23C 203 40 Moment (Ft-Lbs) 122 -272 162 -221 42 Loading on all spans, LOP = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (1b6) 305 -522 543 -514 424 -178 Max Shear at Support Uhs) 312 -561 59D -554 459 -134 Member Reaction (lba) 312 1151 1013 1B4 Support Reaction (lbs) 329 1151 1013 201 Homent (Ft-Lbs) 606 -1_61 612 -1104 212 Live Deflection tin;' O.C31 0.065 -0-Oil Total Deflection tin) 0.039 C.Oel -0.013 ALTERNATE span loading on odd N spans, LDF = 1.00 , 1.0 Dead a 1.0 Floor Shear at Support (lbs) 369 -461 132 -81 327 -230 Max Shear at Support (lbs) 375 -498 141 -67 357 -287 Member Reaction (lbs) 375 639 444 287 Support Reaction Ilbs) 392 639 444 303 Moment (Ft-Lbs) 881 -666 N/A -280 514 Live Deflection (in) 0.063 -O.C37 0.027 Total Deflecticr. (in) 0.071 -0.023 0.027 LOT #3 YORKTOWN WOODS Jeff Duke Case Engineered Lumber 72 S. Post Rd. Indianpolis, IN 46219 Phone : (317) 897-0777 Fax :(317) 897-1107 jduke(ci!.caselumber.com cape[ 2001 sr Till Els..11 iA and ^.J-aeeo arre9ts:erec tradmarks of Tors isr. e-t do ssJ, Fro- atd]d-Pre- s.e tra-r4s If 77cz J ise. T10 5255 ,& rYnb.? )0c5,iX?Q, Usx1 Wjzddi O'M 17M NICKED FLANGE 11718" TJI®110 @ 19.2" olc Peat rmpe.vesa 625 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information end is based on a GLUED 8 NAILED 19!37 Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None, A structural analysis of tne deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads. and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: LOT p3 YORKTOWN WOODS Jeff Duke Case Engineered Lumber 72 S. Post Rd. Indianpolis. IN 46219 Phone : (317) 897-0777 Fax :(317) 897-1107 jduke@caselumber.com cspyri,t .cos rig i s i:ist, a wejarneeuse. ecstnes :a em r-Eem, . rer_a:uee veeavxes cr z aofzt- .-r aoizt^. e:e^ doer=a-ere are .:3aeoa»s o_ rr?s ao.r-.