The URL can be used to link to this page

Home My WebLink AboutTest Reportp --s -sump, le''I *crvp on; Togoo"s, Ian 3cQ e T&LMkhbds Tehsi,1,4 tine :ensile an&vf&ld,rPj*4,, ThOos#apa-WgXOO4, S - IG t-d-n �qn CAP, -W c 612412 L &4m*oy, iti:loo ilfr-f�d 8*06.3 1,.73M 7-13-18 ;7D Z TER Wind Eauivalenc Vult = MRH = Exposure = 170 35 C mph feet r7- PRO13-18 R� �P Pult = WL = Vult2 * 1.45 * C Pult = WL = 28900 * 1.45 * C Pult = WL = 41905 C Pasd = Pult * 0.6 Pasd = f 41905 C * 0.6 Pasd = 25143 C Vasd = MRH = 15, feet Exposure = C Vasd = sq rt ( Pasd / 1.21 ) Vasd = sgrt ( 25143 C / 1.21 ) Vasd = sq rt ( 20779.3388 C ) Vasd = 144.15 mph Construction - use design of Vasd = 150 mph MRH = 15 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 35 feet Exposure = C Job Truss Truss Type City Ply Jacobsen Homes 216 63702 M573002 MONO TRUSS 1 1 M36141 F Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.330 a Feb 17 2012 MiTek Industries, Inc. Mon Jun 04 15:06:30 2012 0-10-0 3-3-4 4-3-2 4-2-10 1 x3 11 - REACTIONS 5 - Max Horz 8=248(LC 5) Max Uplift6=277(LC 7), 8=849(LC 5) - Max Grav 6=263(LC 2), 8=715(LC 2) 8 12-0 9 3x4 = 3-2-0 Cantilever 4 Optional 0-10-0 overhang T2 O & connection (by others) 3x4 % 6 See req'd connection forces below 2.72 F12 3 3x4 = ' 2 _ I' -- B1 = 8 7 6 2x3 I I 3x3 = 3x4 = i 3-3-4 i 4-3-2 i 4-2-10 i 0.10.0 11-9-0 Plate Offsets X Y : 4:0-0-1 0-1-0 6:0-1-4 0-1-4 SPACING: 2-0-0 SPACING: 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.67 Vert(LL) 0.16 7-8 >836 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.17 7-8 >816 180 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 * BCLL 0.0 * Code FBC2010fTPI2007 (Matrix) Weight: 29lb BCDL 10.0 BCDL 15.0 FT = 0% LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-34 cc BOT CHORD 2x3 SPF No.2 purlins, except end verticals. IN WEBS 2x2 SPF Stud *Except' BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. W5: 2x3 SPF No.2, W1,W2: 2x3 SPF No.3 REACTIONS (lb/size) 2=454/0-3-8 (min. 0-1-8), 6=399/Mechanical PpPROVFO Max Horz 2=255(LC 5) Max Uplift 2=-51 1 (LC 5), 6=-446(LC 7) ^�• py Max Grav 2=522(LC 2), 6=456(LC 2) 0 7-13 -18 - FORCES (lb) - Maximum Compression/Maximum Tension z w TOP CHORD 1-2=0/13, 2-3=-1278/1285, 34=-778/780, 4-5=-44/8, 5-6=-95/170 BOT CHORD 2-8=-1500/1230, 7-8=-1496/1227, 6-7=-917/735 WEBS 4-7=-94/261, 4-6=-796/1003, 3-8=0/119, 3-7=-502/591 ?� U yF� REQUIRED FIELD JOINT CONNECTIONS CgRTER - Maximum Compression (lb)/ Maximum Tension (lb)/ Maximum Shear (lb)/ Maximum Moment (lb -in) 2=0/35/151 /932 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. E-signed by Kevin Freeman 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=4.Opsf; BCDL=3.Opsf; (Alt. 180mph TCDL=6.Opsf, BCDL=4.5psf); h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS @16in o.c.; (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions ♦� . �t1 �`( shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This has been designed for basic load for truss combinations, which include cases with reductions multiple �y concurrent live loads. �� •. 4) All additional member connections shall be provided by others for forces as indicated. No 5. .6 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 511 Ib uplift at joint 2 ri— and 446 lb uplift at joint 6. • 8) Fixity of members 1 - 2, 2 - 3, 6 - 5 have been changed. *+' Q ,• �a 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ter+ ;{� '• R U ' L s -0 �'�l ss. •"'•' �• 10) Based on M573001 �� 11) Updated FBC 2010, !+�� SON. AL��.�` ' to added cantilever option •r1111111 V The professional engineering seal indicates that a licensed professional has reviewed the design -under the standards referenced within this document, 6/4/2012 not necessarily the current stale building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe(D copyright 2012 by: Universal Forest Products, Inc. Job Truss Truss Type City Ply cobsen Homes 216 64312 M600802 MONO TRUSS 1 1 F�M36117F Reference o tional Universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett MO a Feb 17 2012 MiTek Industries, Inc, Wed Jul 1811:07:37 2012 Page 1 of 1 5.0-8 4-8-8 1x3 II 3 3.28 12 10.1.5 3x4 2 T1 —'_ Wd W1 1 3.5 = 5 1x3 II 4 3x3 = 5-0-8 4-8-8 9.9-0 _ Plate Offsets X 1:0-040-1-0 2:0-1-150-15 4:0-140-14 SPACING:2-0-0 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 125 TC 0.90 Vert(LL) 0.14 1-5 >811 240 MT20 197/144 TOLL 20.0 TOLL 30.0 Lumber Increase 125 BC 0.42 Vert(rL) -0.11 1-5 >999 180 TCBL 7.0 TCDL 10.5 Rep Stress Incr YES WB OA8 Horz(TL) -0.02 4 n/a n/a BCLL 0.0 ' BCLL 0.0 Code FBC2010frP12007 (Matrix) Weight: 23lb BCDL 7.0 BCDL 10.5 FT=0 LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end vertica[3?] BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-3.1 oc bracing. WEBS 2x3 SPF Stud REACTIONS (Ib/size) 1=276/0-3-8 (min. 0-1-8), 4=276/Mechanical Max Horz 1=242(LC 5) Max Upliftl=328(LC 5), 4=398(LC 5) Max Grav 1=323(LC 2), 4=323(LC 2) FORCES(Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=686/850, 2-3=63/14, 3-4=94/207 BOT CHORD 1-5=1048/624, 4-5=1048/624 WEBS 25--0/183, 24=651/1104 NOTES (8) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (AL Vult=180mph @16in o.c.; TCDL=4.2psf; Ei ned b Kevin Freeman -s BCDL=4.2psf); h=35ft; Cat.11; Exp D; End., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and farces 8 9 y MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This has been designed for basic load include cases with reductions for multiple concurrent live loads. 3) truss combinations, which 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.k*y tYtr psf k 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-9-0 tall by 2-0-0 wide will fit between the r. f, M I' •♦ bottom chord and any other members. �~ �'� E Jv 'r. 7�'•f. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift atjoint 1 and 398 Ib uplift atjoint 4. 7) Fixity of members 2 - 3, 4 - 3 have been changed. .. 8 Based on M600801. Updated code to FBC. r ; " ♦ ((1A 4111 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/18/2012 not necessarily the current stale building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING design READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE -Verity parameters and PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 40, This building component has only been designed for the loads noted on this drawing. Construction and lifting faces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:lSupportlMitekSupp\templateslufp.tpe caopyright 2012 by: Universal Forest Products, Inc. Ad,OD 31Ij