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Home My WebLink AboutLA164395 Job Truss Tn�ss Typa �Y P�Y FER201A81SEQWIA Ftl FLOOR 5 7 Job Retarence(ooUonel) &400 s Mer t0 2D20 MITek Indusbies,Inc.Tue Jun 3018:11:3�2020 Page 1 ID.e3UYFRrYgt2vZ93U8greR8rygvK-1rYsp5PKafldxlnO6n921bkOCDSZd2nKR8exVBz128r 0-4�8 H'r R�12 i'r--�"�I Repair To Cut Bottom Chord For 12'Wide x 4"Ta11 OpenUg CeMered at 3-1-0 and 90-6-0 From left End � Sca1e=1:38.9 Trim Neatly Attach 23/32"48/24 APA OSB to Both Sitles With 100°b PL400 Glue Conlact and(1)Raw 0.131"x 3" Naiis at 3"c!c Into NI Members As Shown }I�tS— 13-36 i 4x7= 1Sx3= 1.5u3 II 1.5x3 II 3x6= 1.5tt3(I i.Sx3 ll 1 2 3 4 5 6 7 8 9 1� 17 72 13 '� I !— — � I I I —) ( � 21 20 19 18 17 ifi 15 14 4x7= 3x8= 3x6 FP= 3x8= 3x6= 4x5= , 13-0-0 , 14�-6 23-11-0 �3A-0 1-3�6 9-7-10 Piate Offsets(X.`n— H:Edge.0-7-81.f13:0-3-O.Edgel LOADING(ps� SPACING- 1-7-3 C91. DEFL, in {loc) Ildetl Ud PLATES t3RIP TCLL 40:0 Plate Grlp DOL 1.00 TC O.dB Vert(LLj -0,03 19-2D >999 600 MT20 197l14d TCDL 10.0 lumberbOL 1.00 BG 0.36 Veri(TL} -0.131&20 >999 360 BC�� 0.0 Rep Sttess Iner NO WB 0.51 Hotz(TL) 0.02 14 Na nia BCOL t0.0 Code MNSRC2015ffP12007 MaVix-S Weight 1051b FT=20%F,il9� LUIIIBER- BRACING- TOP CHORD 2�4 SPF 1650F 1:5E(flat) TOP CHORD SUucturol wood sl�athim,7 directly epplted or 6-0-0 oc purfins, exeept BOT CHORD 2jc4 SPF 1650F 1.5E{flat) end verticais. WEBS 2u4 SPF Stud(flat) BOT CHORp Rigid ceiling direcNy applied or 6-0-0 oc t�ac(ng_ x�acnoNs. p�s�ze} 21�58/0-5-s (min.0-1-8),14=379/0�-8 {m(n.0-1-8),17=1522J0_5-g {mfn.0-1-8} Mau Grav 21=682{LG 3},14=494(LC 4},17=9622(LC 1) FORCES. {Ib)-h�x.Gomp./Ma�c.Ten.-Afl forces 250(Ib)qr Isss e�u;ept when shown, TOP CHORp 21-71=570/0,1-22=-G70/0,13-1d�-454/0,1 2=-893/Q,?-3=893/0,3-4=1038/0,45-1038l0,'S�6=D/961,6-7�1960, 7-8=0/961.&9�/960,9-10=-543/719.16-11=543/119 BOT CHORD 19-20--0/1171,18-19=21/360,17-1B=21/36U,16-17=-397/154,15-18=-9/543 WEBS 5-17-1388l0,fr19=0/854,418=-275/0,3-20=331/0,2-20=311l0,7-2f,�0/'1032,9-17=-1028/0,9-16�/5�0, 11-15=-364/60,1315�/5D9 NOTES- 1)Unbalanced floor live loads have been considered for thls design. 2)AII plates are 3x4 MT20 unless othetwiss indicated. 3)Load case(s)1,2,3,4,5,6 has/harre been modified.Building designer must review Ioads to veriry thst they ere cortect for the intended use of ihis truss. 4)Rec�mmend 2ic8 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each fruss with 3-70d(0.191"X 3"j nai�. Strongbacks to be atteched to walis at ihair auter ends or restrained by other means. 5j CAUTION.Do rrot eredtniss badcwards. fi�!n the LOAD CASE�S)section,loads applied to the face af tt�e truss are rwtad as tront(P)or back(B). LOAD CASE(S) 1)Dead+Floor Live tbalanced):Lumber Increase=1.00,Piate Increase=1.00 Unitortn Laads(PIF} Vert:1421=16,1-9=�10(F=30),7-13=-80 2}Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(PIQ � i;�r�� ' ��;rr��, ��e: � VetC 1421=16,1-7=110(F=-30),7-13c-80 3j ist Oead+�Ippr�hre(unbalar�d):Lumber Increase=1.00,Plate Incxease=1.00 ��'"�_ � '' �� °�"�*�ar�� Unifwm Loads(Ri� . �� :��p,,.:�.�..�, Vett 14-21=16,1-6=-714{F=30),6-7=3t6(F=�'0),7-13=16 cQ� �r�� I ss� �t t1:1y �x t� P`r:;s� 4}2nd Dead+Floor Live(unbalanaed):Lnmber Incr�se=1.00,Piate Inerease=1.00 � UnIfOTrtI L08ds(PI� ` s:,',r,4« �" � _r.;�a � kS�t� Vert1421=16.1�=46(F=30),67=110(F=-30).7-13=80 i;� ' ,,.y�, 5)3rd unbaianced Deed:Lumber Incre�e=1.OQ.Plate Increasa=1.00 Unifwm Laads(pl� ven:�a-2�=�a.��=»ot�=ao�.s-�=as(F=-aoj.�-�s=�e ��;�,w?� � �� Contirn�edanpage2 i��k��r� nra �� PER201481 0613012020 P.E.Robbins 1777 State Route 16T�ctoria IL 61485 1 0#1 Y � Job Truss Truss Type Qty Ply PER201294 JOHN KRAEMER�E HR6 SPECIAL 1 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc. Wed Jun 10 09:5831 2020 Page 1 I�:OaOU 1 Hqb7t?aejCW Nv1gU Rz50dL-AW y6MkEGjoht?2COw9RH Gob_cOW fzfCzl KQI W gz7j Rc -1-1-0 3-5-5 6-7-2 8-g-4 1-1-0 3-5-5 3-1-13 2-1-2 Scale=1252 Repair to Remove 12"of Bottom Chord As Shown sXa ii Trim Neatly- Plates to Remain Fully Embedded 5 16.63 12 No Repair Necessary z L 0.92 12 r' �r� �y 5x5= 3x4= � �V/ " � 3x4= 4 5x5= 3 � 2 Y 1 g W5 _..... 6 8 12 13 � 6 x5= 3x4= 3x4= 2x4 I 2_2_Q 1-0-0 � 3-SS � 6J-2 i 8-8-4 ' 3-5-5 ' 3-1-13 2-1-2 Plate Offsets(X,Y)— f5:0-2-8 Edpe] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.07 7-8 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.10 7-8 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.00 11 n/a n/a BCLL 0.0 ' Code MNSRC2015lTPI2007 Matrix-P Wind(LL) 0.02 7-8 >999 240 Weight:4�Ib FT=�°! BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.SE end verticals. WEBS 2x4 SPF Stud BO7 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 9=728/0-5-15 (min.0-1-8),11=685/0-3-5 (min.0-1-8) Max Horz 9=82(LC 7) Max Uplift 9=-88(LC 6),11=-74(LC 7) Max Grav 9=785(LC 15),11=711(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-756/106,2-3=-1572/136,3-4=-1227/119,6-10=-57/725,5-10=-57/725 BOT CHORD 8-12=-181/1554,12-13=-151/1554,7-13=-181/1554,6-7=-121/1147 WEBS 2-8=-133/1590,3-7=-356l53,4-7=-72/541,4-6=-1338/136,5-11=-723/76 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MW FRS(directional);rantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other Iive loads. 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)Bearing atjoint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surtace. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint 9 and 74 Ib uplift at joi I ��+isby �#�� , �� 11. � r�t+� �+ros p�a�d�a� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 Ib down and 66 Ib up at 5-2-3, and 222 Ib down and 68 Ib up at 5-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of �R � �s� �t �-'�.�*�v{r�.°^�s�+ others. �r��i �� d�ly �a�=�Y� P� LOAD CASE(S) Standard ��+�� °��; '��*� � �""�� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 � a n��.. Uniform Loads(plfl Vert:1-2=-90,2-4=-90,4-5=-90,6-9=-20 �F��1�9� � �4�$dlt!�� f Continued on page 2 atni�rs��ts�„ �z� �"�!�iB�' < PER201294 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 1 of 7 Job Truss Truss Type Qty Ply PER201294 JOHN KRAEMER-E M6 MONO TRUSS 1 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc.Wed Jun 10 10:05:43 2020 Page 1 Repair to Remove 12��of Bottom Chord As Shown ID:Oa0U1Hqb7t?aejCWNvIgURz50dL-Wd3R1RSF_X6aqRD2EtBbmuUuTX2PBCrZNX3chdzTjKs -1-0-0 5-2-0 Trim Neatly �-o-o s-z-o Scale=1:11.3 Attach 7/16"24/16 APA OSB to Both Sides With (2) Rows 0.131" 3Xa ii x 3"Nails @ 3"c/c Into All Members As Shown 1.00 12 3 � 2 3x4 I I 6 _ � - - T1 - - -I I �-I I - - - - W2 - - - - - I - - B1 I- { 1-0-0 1-0-0 `' 2x411 4 2x411 2-0-0 1-0-0 5-2-0 � 5_2_� LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 4-5 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.04 4-5 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 * Code MNSRC2015/TPI2007 Matrix-R Wind(LL) 0.00 4-5 >999 240 Weight:141b FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF Stud BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib{size) 5=383/0-3-8 (min.0-1-8),4=256/0-3-8 (min.0-1-8) Max Horz 5=37(LC 11) Max Uplift 5=-50(LC 10),4=-16(LC 11) Max Grav 5=410(LC 19),4=273(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-371/109 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-0-4 zone;cantilever Ieft and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 50 Ib uplift at joint 5 and 16 Ib uplift at joint 4. LOAD CASE(S) Standard ��Al�y�e�"ri$� �#��, N+r�'+� e� #o�,n�s�r� ed�� .�� M� �r�1 i�2� t o� � d�� td��rr�d �+c� �u f��t a�� !!� I,�sra� t'�w t�.s� ��^is��.�� P� ��!�i� �� R��,�sr�� 685? PER201294 �. 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 2 of 7 Job Truss Truss Type Qty Pty PER201294JOHN KRAEMER-E R1C SPECIAL 1 7 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc.Wed Jun 1010:13:33 2020 Page 1 ID:F3UswBCIpaFZ1 F1 QozOH WzNszn-m2S6g9831xKuDg9Nmadpp?x4f'?PQJc01 RfwUBOzTjD W Repair to Remove 12"of Bottom Chord As Shown 0- -0 5-1-12 10-2-8 16-5� 20-0-6 22-1-12 0- -0 5-0-12 5-0-12 6-2-14 3-7-0 2-1-6 Trim NeaUy Attach 7/16"24/16 APA OSB to Both Sides With(2)Rows 0.131" Sx8\� Scale=1:69.6 x 3"Nails @ 3"cJc IMo All Members As Shown � 2 13 3 Repair For Broken Web W3 Zx4 I Attach 6'2x4#2 SPF To One Side Centered On Break With(2)Rows 0.131"x 3"NaHs at 3"c!c 18.00 12 6x8= � W 14 15 � 0 N 6X8— 4 8.00 12 Sx8�� ' 12 — 5 � x8= �� d i"�' � 10 916 8 17 7 6 4x4� � �GJ 3x4�u O 3x4= 3x4= 2�c4 II 2 u 6x8= � 5-1-12 � 10-2-8 , 16-5-6 20-0-b 5-1-12 � 5-0-12 6-2-14 3-7-0 Plate Offsets(X,Y)— [1:0-3-12,0-4-0],[4:0-4-0,0-2-4] LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 40.0 ptate Grip DOL 1.15 TC 0.90 Vert(LL) -0.08 6-7 >999 360 MT20 197/144 (Roof Snow--d0.0) Lumber DOL 1.15 BC 0.40 Vert(TL) -0.17 6-7 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 ' Code MNSRC2015(TPI2007 Matrix-S W ind(LL) 0.02 5-10 >999 240 Weight:185 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2u6 SPF No2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T3:Zx4 SPF 1650F 1.5E end verticais,and 2-0-0 oc purlins(&0-0 max.):1-3. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2"ExcepY WEBS 1 Row at midpt 2-8,3-8,4-7,1-12 W4,W5:2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing OTHERS 2x10 SP 2400F 2.OE be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 5=1162/0-7-12 (min.0-2-1),12=1093/Mechanical Max Horz 12=-344(LC 11} Max Uplift 12=-81(LC 6) Max Grav 5=1297(LC 30),12=1680(LC 29) PORCES. (Ib)-Max.Comp./Max.Ten.-AI�forces 250(Ib)or less except when shown. TOP CHORD 1-2=-559/43,2-13=-555144,3-13=S67i43,3-14=-108210,14-15=-1098/0,4-15=-1546/0, 4-5=-2235/0 BOT CHORD 10-16=-128/339,9-16=-128/339,8-9=-128/339,8-17=0/629,7-17=0/629,6-7=0/1842, 5-6=0/1848 WEBS 1-8=-93/1335,2-8=1050/115,3-8=-627/151,3-7=0/583,4-7=-1340/137,1-12=-1684/81 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;PT--40.0 psf(flat roof snow);Category II;E�B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered forthis design. 4)Provide adequate drai�age to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. 6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in a{I areas where a rectangle 3-6-0 tall by 2-9-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. ��a+�y �e�� #�rfs „ �ir�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 Ib uplift at joint 12. ��4� � f�w�� . �� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a!a e�« e� �rf t:rt��'xa��s�� LOAD CASE(S) Standard �,� �,:i t �zr� �dbl� �`��«lr�+�d ��s= ��:�i Ea� r „�r th� 1�3 e�R � t��" s�r�;�c � �"i�$i�x�� C'i�,�i�,� ?��' Rt-it��:��i�e+� nta ��t��4� PER201294 O6/10/2020 P.E.Robbins 1777 State Route 167 Victoria l�61485 3 ot 7 Job Truss Truss Type Qty Ply PER201294JOHN KRAEMER-E RSF SPECIAL 5 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc. Wed Jun 1010:4623 2020 Page 1 ID:6N2o?tTTGCtPITcXdQ7uACzA0Z3-42Vr7m nMDXMZQm AJznfRXk2611uXEiS9TjKCz7ikk 4-6-8 4-1113 11-1-11 13-0-8 16-10-6 21-10-6 24-0-8 26-10-8 30-10-8 4-6-8 0-5-4 6-1-15 1-10-13 3-9-14 5-0-0 2-2-2 2-10-0 4-0-0 Scale=1:63.4 7.00 12 �X$� 5x10� Repair to Remove 12"of Bottom Chord in Two Locations As Shown 5.96 12 Z 3 2� 4 2x4 I I Trim Neatly 5 3x4 I I 26 Attach 7l16"24/16 APA OSB to Both Sides With(2)Rows 0.131" 5x5% 3x4� x 3"Nails @ 3"c/c Into All Members As Shown � 6 4x7� 7 W3 3x4� � 8 0 4x4� � g 9 7x8= 10 10 � 12 o W °' � � — o � o �8= 16 15 �a ��N o ;�� 23 4x10{'20 19 18 3x4= 3x4= 13 12 0 0 x4= 5-2-0 3 1� � 4x1 = 4 II 2x4 II 3x4= 6x8= 11-8-0 -0 4-6-8 1-1-11 16-10-6 21-10�6 24-0-8 26-10-8 4-6-8 6-73 1-1�-13 3-9-14 5-9-0 2-2-2 2-10-0 Plate Offsets(X,Y)— [3:0-�12,0-3-4�,[4:0-7-4,0-1-12] [7:03-B,Edqe] [10:0-3-0,0-3-0] [14:0-&0 0-2-12� (17:0-2-0 Edqe] [21:0-4�0-2-0] [23�0-1-0 0-1-4� LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl IJd PLATES GRIP TCLI 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.13 16-17 >999 360 M720 197/144 (Roof Snow=35.0) Lumber DOl 1.15 BC 0.44 Vert(TL) -0.21 16-17 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 25 n/a n/a BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-S Wind(lL) -0.04 21-22 >999 240 Weight 1951b FT=2�°f BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except T2,T4:2x6 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. BOT CHORD 2x4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 62,B4:2x4 SPF No.2,B6:2x4 SPF Stud 6-0-0 oc bracing:17-18,13-14. WEBS 2x4 SPF Stud'ExcepY` 1 Row at midpt 2-21,5-17 W5,W6,W2,W3:2x4 SPF No.2 WEBS 1 Row at midpt 4-19,1-23,4-21 OTHERS 2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 23=1433/Mechanical,25=1856/0-3-8 (min.0-1-5) Max Horz 23=-289(LC S) Max Uplift 25=-94(LC 11) Maac Grav 23=1742(LC 29),25=2383(LC 29) FORCES. (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=1017/35,2-26=-806/50,2-3=-783/68,3-27=732158,4-27=-732/58,4-5=-1775/110, 5-6=-1878/67,6-7=-2287/45,7-8=2514/31,8-9=-2782/14,9-10=-2438/0,22-23=-1742/0, 1-22=-1683/6 BOT CHORD 21-22=-48/260,2-21=352/102,5-17=376/76,1&17=0/2087,15-16=0/2491,14-15=0/2055, 9-14=-500/0 WEBS 19-21=0/1037,4-19=755/0,17-19=0/1310,4-17=-10/1913,6-17=917/79,6-16=0/355, 8-16=-470/57,1-21=-4/1185,8-15=-264/73,12-14=-39/285,9-15=32/553,421=-721/82, 10-14=0/1843,10-25=-2429/74 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantiiever leR and right exposed;end vertical left and right exposed;lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. ! �tp�v�� ria �krn, b�� 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs � � ��ri ��*� �� non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �'� ��`� �r*�:��>�*�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� y� �� p�� 7)'This truss has been designed for a live load of 20.OQsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide wi t between the bottom chord and any other members. �� '�:r�� ^� � �� S)Refer to girder(s)for truss to truss connections. �;� .,..�,;� 9)Bearing atjoint(s)25 considers parailel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa of bearing surface. 10)Providemetalplateorequivalentatbearing(s)23tosupportreactionshown. �r.p��*�� p�� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 Ib uplift at joint 25. 121�ra ical urli representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'�� Cofitmu�on pPage�L ��:��r��ac� +�� «�� PER201294 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria IL 61485 4 of 7 Job Truss Truss Type Qty Ply PER201294 JOHN KRAEMER-E RSG CAL.DUAL PITCH 2 1 Job Reference o tional 8.400 s Mar 10 2020 Mi7ek Industries,Inc.Wed Jun 1011:16:47 2020 Page 1 ID:OaOU 1 Hqb7t?aejCW NvIgURz50dL-gyi0yS3vceKZOjCY00hW a44QxNHqFT96b¢FLUz7i I E 5-5-5 11-7-3 16-10-6 21-10-6 27-4-0 31-4-0 5-5-5 6-1-15 5-3-3 5-0-0 5-5-10 4-�-0 Scale=1:57.7 7x8 i 6x8= 7.00 12 2 18 19 20 3 5.96 12 Repair to Remove l2"of Bottom Ctwrd As Sfiovm �� Z1 Tnm Neatly 16 3x4� Attach 7ltfi'2M16 APA OSB to Both Sides W ith(2)Rows 0.137' 5X5 i 4 z 3'Neils Q 3"cJc Into All Members As Shown-Notch OSB NourW Hanger 1 22 4x7� W4 5 3x4� 6 `4 0 WS o� 5x5� 23� � 0 °' 9 8 cd5 5 24 �4 25 �3 12 26 11 10 9 3 4— 3x4= 4x12.5 MII16 I I -0 -0- 4x8= 3x4= 3x4= 4x10= 5-5-5 11-7-3 16-10-6 21-10-6 27-4-0 5-5-5 6-1-15 5-3� 5-0-0 SS-10 Plate Offsets(X,Y�— �2:0-2-1,Edge],[3:0-1-12,0-4-0],[5:0-3-8,Edpe],[7:0-2-4,0-1-12] [9:0-3-8,Edge],[10:0-3-8,0-2-0] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 35.0 piate Grip DOL 1.15 TC 0.98 Vert(LL) -0.09 11 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.16 11-13 >999 240 MII16 127/82 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.05 9 n/a nla BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.02 11 >999 240 Weight:1691b FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E*Except` TOP CHORD Structural wood sheathing directly applied or4-1-11 oc purlins, except T2,T4:2x6 SPF No.2 end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc beacing, Except: W EBS 2x4 SPF Stud`Except" 6-0-0 oc bracing:9-10. W3,W4,W5,W2:2x4 SPF No.2 WEBS 1 Row at midpt 2-14,3-14,4-13,1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 15=1459/Mechanical,9=1889/0-5-8 (min.0-3-13) Max Hoa 15=-245(LC 12) Max Uplift 9=-74(LC 14) Max Grav 15=1792(LC 31),9=2422(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1098/99,16-17=-910/103,2-17=-857/117,2-18=-786/128,18-19=-786/128, 19-20=-786/128,3-20=-786/128,3-21=-1345/116,4-21=-1531/91,422=-1830/61, 5-22=-1962/49,5-6=-2138/41,6-23=-2266/20,7-23=2285/0,1-15=-1741/98, 7-9=-2369/226 BOT CHORD 14-25=0/1220,13-25=0/1220,12-13=0/1757,12-26=0/1757,11-26=0/1757,10-11=0/1861 WEBS 2-14=�35I101,3-14=-813155,3-13=01831,4-13=-893�63,6-10=-503142,1-14=-5711189, 7-10=0/1976 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft; Cat.ll;Exp B;Enclosed;MNlFRS{directional}and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 5-5-5,Exterior(2)5-5-5 to 5-5-5, Interior(1)8-5-5 to 11-7-3,Exterior(2)11-7-3 to 14-7-3,Interior(1)14-7-3 to 31-d-0 zone;cantilever left and right exposed;end vertical left and right euposed;GC for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)UnbalanCed snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times Flat roof load of 35.0 psf o�overhangs ��a�s�p t " �a�{s �1on,�!t� non-concurrent with other live loads. ��;� ��y �� ,�� 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless othervvise indicated. �+ � ��s�* �;��:��:a��c^�*�+� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �t y �� ,� ��*�� 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a recta�gle 3-6-0 tall by 2-0-0 wide wi t beiween the bottom chord and any other members,with BCDL=10.Opsf. �+� ��.,��+�r as€��a �fw �.-�rrn� 9)Refer to girder(s)for truss to truss connections. � .$-.-&;� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint 9. LOADCASE(S) Standard p�g��rµ�� r��p,�� ,4Ce ��"�.��acr�« �� " PER201294 � 06/10I2020 P.E.Robbins 1777 State Route 167 Victoria IL 61485 5 of 7 0 Job Truss Truss Type Qty Piy PER201294 JOHN KRAEMER-E RSL SPECIAL 1 7 Job Reference o tional 8.400 s Mar 1�2020 MiTek Industries,Inc.Wed Jun 10112225 2020 Pa�e 1 ID:Oa0U1Hqb7t?aejCWNvIgURz50dL-n 7Au19wCVvcxg2WqNInHM4CGdaRRMexbWr8Cuz7iCy 5-10-9 11-1-12 14-11-4 15-9-15 5-10-9 5-3-3 3-9-8 3-10-10 Repair to Remove 12"of Bottom Chord in Two Locations As Shown �Xs� Scale=1:62.3 Trim Neatly 3 5.96 12 Attach 7/16"24l16 APA OSS t Both Sides With (2)Rows 0.131" x 3"Nails @ 3"c/c Into All Me bers As Shown 14 3x4� a 15 18.00 12 2x4 II � 5 19 �g 6 Sx10�/ 5 � 4x8= � 1 `b � ,2,3 I� 1 p -� 9 8 � 16 17 6 4 3� 4x8= 3x15 MII16= 4x8= A- 3�-0 3X 1 - 11-1-12 -9- 5-10-9 5-3-3 7-8-2 Plate Offsets(X,Y)— [2:0-5-0,0-2-0],[9:0-3-8,0-2-0] LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.18 7-9 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.30 7-9 >732 240 MII16 127/82 TCDL 10.0 Rep Stress Incr NO WB 0.73 Horz(TL� 0.04 6 n!a n!a 8C� �'� # Code MNSRC2015(TPI2007 Matrix-S Wind(LL) 0.05 7-9 >999 240 Weight:105 Ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2'Except` TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except T3:2x4 SPF 1650F 1.5E,T2:2x4 SPF 2100F 1.8E end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W EBS 2x4 SPF Stud`Except* W EBS 1 Row at midpt 2-7,4-6 W2,W4,WS,W6:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 10=1019/Mechanical,6=1019/0-7-12 (min.0-1-10) Max Horz 10=-211(LC 12) Max Grav 10=1275(LC 29),6=1019(LC 1) FORCE5. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1201/74,1-11=-2964/127,11-12=-2964/127,12-13=-2964/127,2-13=-2964/127, 3-14=-568/134,4-14=-629/119,2-18=-1427/74,1&19=-1070/78,19-20=-1013/82, 3-20=-935/108 BOT CHORD 9-10=226/323,8-9=-197/3033,7-8=-197/3033,7-16=-90/391,16-17=-90/391, 6-17=-90/391 WEBS 1-9=-149/2995,2-9=-759/111,3-7=-29/617,4-7=-2/464,2-7=-2588/211,46=-890/107 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft; Cat.fl;Exp B;Enclased;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-1-12,Exterior(2)11-1-12 to 14-1-12,Interior(1)14-1-12 to 18-8-3 zone;cantilever left and right euposed;end vertical left and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless othenvise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"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 w' fit �act�^� � thi� �i�n, between the bottom chord and any other members,with BCDL=10.Opsf. 8)Refer to girder(s)for truss to truss connections. �'�' � �°`�i ""�"' �`��'�`� �'� � s� m.r� �m �:.=e� t�;�t�=s+� LOAD CASE(S) Standard �� '" i �� y�� e�r�r,r�# €n�� r u��rt ti�e {�ra :rA t��e 3s ,c^s�.:»� ��t��,r� E ��dd+�+i� ��. �� wasr�:i�� a ��4 PER201294 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria IL 61485 6 of 7 Job Truss Truss Type Qty Ply PER201294 JOHN KRAEMER-E R6 SPECIAL 4 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc. Wed Jun 10 15:18:44 2020 Page 1 ID:OaOU 1 Hqb7t?aejCW NvIgU Rz50dL-7nN QIJ Iv1?J m W gVbxjepSQqN nGxx6E V2_2wNYz7el P 6-6-0 13-2-6 '15-0-0 6-6-0 6-8-6 1-9-9 Repair to Remove 12"of Bottom Chord As Shown 9x10 MIIt6\� Scale=1:81.5 Trim Neatly Attach 7/16"24/16 APA OSB to Both Sides With(2)Rows 0.131" x 3"Nails @ 3"c/c Into All Members As Shown z 18.00 12 7 8 3x12�/ 1 9 � 2 3 "� 4 T 1-�-� 5 10 5x8— �o I� r- lr' I� N -0- 4x4= o 1 --o fi 6-0 13-2-6 14-6- fi-6-0 6-S-fi 1-4-1 0-5-8 Plate Offsets(X,Y)— [2:0-1-8,Edqe] LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.12 3-5 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.36 Vert(TLj -0.24 3-5 >713 240 Mf{16 127�82 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.13 4 n/a n/a BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.04 3-5 >999 240 Weight:113 Ib FT=0°/ BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E*Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x10 SP 2400F 2.OE end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W EBS 2x4 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing W1:2x6 SPF No.2,W2:2x4 SPF Stud be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 4=815/0-5-8 (min.0-1-8),6=801/0-5-8 (min.0-1-8) Max Horz 6=261(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-760/83,2-7=-579/116,2-8=-451l74,8-9=-591/37,3-9=-679/20,3-4=-601/67, 1-6=-755/81 BOT CHORD 5-6=-245/342,5-10=-56/386,3-10=-56/386 WEBS 2-5=0/271,1-5=-98/291 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-6-0,Exterior(2)6-6-0 to 9-6-0, Interior(1)9-6-0 to 14-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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,with BCDL=10.Opsf. 6)Bearing atjoint(s)4 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surtace. LOAD CASE(S) Standard � 6 he+� �tsii&� �usA ehFs p�=s�� 1��, � er�� ,��1s� o� rf :�,� «rr•r�,�ev* �a;ae^-� �;pat �r.i i r�re t�c6u�y tta��w�d R+r P�as:,sr.al �n��s�r u,s�t tF� ks�e� :� t� �t . -s,_xw�:C �l�M�s��' � �� 3e��: ��Ell1��Ef�„?�e: fli,b �x3�fJ'X�` PER201294 06/10/2020 P.E. Robbins 1777 State Route 167 Victoria lL 61485 7 of 7 Steve Poppen From: Mike Marta <mmarta@jdwoodcraft.com> Sent: Friday, June 19, 2020 127 PM To: Tom Walentiny Cc: Steve Poppen; 'Heather Zappo';Jeff Johnson Subject: Sequoia - Room#316:Jack's Bedroom Window Seat Hi Tom, We are starting fabrication of UL cabinets next week. I just got back from a site walk thru. The ductwork, under the window in this room,as roughed-in,will interfere with the two 18" deep, outside flanking drawers in the window seat. Options for a fix: 1. Relocate or change ductwork to fit inside a 27" wide x 4.5" deep area,tight to the outside wall, centered on the windows. 2. Rework the window seat design so all three drawers are 12" deep and make the 4.5" air space behind the . drawers the full width of the window bump out. Please give me a call on Monday to discuss. Thanks, Mike MIKE MARTA � • Sales/Project Manager � ' �� Office:952-378-4101-#37 Mobile:612-327-2915 � 21044 Heron Way,Lakeville,MN 55044 mmarta�jdwoodcraft.com�www.jdwoodcraR.com ._�.._ �...._.. _ �,_ ,. _._. �Gas��e�ax. �rx7uaEs�.ara� Misc�waa�c >;<� Virus-free. www.avast.com 1 Job Truss Truss Type Qty Ply PER200630 R5A SPEC�L 1 1 Job Reference o tional 8.310 s May 22 2019 MiTek Industries,Inc. Fri Mar 13 16:07:56 2020 Page 1 I D:F3UswBCIpaFZ1 Ft QozOH WzNszn-G?W bOVFmmjBjAp3yLm?Gykig_Olosj KJ P6j21CzbITH , 6-3-0 12-6-0 18-9-0 25-0-0 28-7-2 30-5-10 32-5-10 � 6-3-0 ' 63-0 � 63-0 6-3-0 3-7-2 1-10-8 2-0 Scale=1:53.1 5x7= 4x4= 2x4 II 4x7= 3x4= 4x5= 7x8= 1 3 4 5 19 20 � 4x7\� 18.00 12 W4 8 n N 4 5 tO � 6 9 � c� �7 16 15 �4 13 12 11 �p 3x6= Sx5= 4x8= 4x7 4x5= 5x5= 4x5= 3x6= Repair to Add 300 Ibs Point load to Top Chord at 28-7-2 and 400p1f to Top Chord From 28-7-2 To 30-5-10 No Repair Necessary , 6-3-0 , 12-6-0 , 18-9-0 , 25-0-0 28-7-2 30-5-10 , 6-3-0 6-3-0 63-0 6-3-0 3-7-2 1-10-8 Plate Offsets(X,Y)— [1:0-3-4,0-1-12],[7:0-2-12,0-3-4],[8:0-1-4,0-1-12],[10:Edge,0-1-8],[11:0-1-12,0-1-8y[12:0-2-0,0-1-8],[16:0-1-12,0-1-8] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.20 13-15 >999 360 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.31 13-15 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 ' Code MNSRC2015lTPI2007 Matrix-S Wind(LL) 0.05 13-15 >999 240 Weight:189 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T3:2x4 SPF 1650F 1.5E end verticals,and 2-0-0 oc purlins(3-3-7 max.):1-7. BOT CHORD 2x4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF Stud*Except' 6-0-0 oc bracing:10-11. W1,W7:2x6 SPF No.2,W2,W4,W5:2x4 SPF No.2 WEBS 1 Row at midpt 1-17,2-16,5-15,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 17=1792/0-5-8 (min.0-4-6),10=2032/0-7-4 (min.0-4-4) Max Horz 17=-208(LC 6) Mvc Uplift 17=-112(LC 6),10=-55(LC 6) Max Grav 17=2807(LC 25),10=2720(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-2746/142,1-2=-2320/113,2-18=-3138/137,3-18=-3138/137,3-4=-3138/137, 4-5=-3138/137,5-19=-3176/139,6-19=-3176/139,6-20=-2110/114,7-20=-2103/114, 7-8=-1388/126,8-9=01391,8-10=-2695/70 BOT CHORD 15-16=-151/2320,14-15=-159/3176,13-14=-159(3176,12-13=-99/2102,11-12=-43I707 WEBS 1-16=-141/3164,2-16=-2078/180,2-15=-77/1118,3-15=-610/112,5-13=-872/133, 6-13=-82/1469,6-12=-2185/157,7-12=-108/2675,7-11=-1382/77,8-11=-59/1602 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MW FRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. � �e*�ta��4r ti� ��+��z, s�x�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � � ��b�#j �� f�,�� 7)'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 wi �t'`�; between the bottom chord and any other members. �� -�� '�"* �''^'�`' ��'•*""�' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 Ib uplift at joint 17 and 55 Ib uplift at j i�,�y ��t t qr� � �,�.� ��:,ie�ard �?W 10. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �=�"�' �";s,#�� '*�'*�:� �`s �.�� LOAD CASE(S) Standard ��e.;,'�s�s � ��j!.�� .. Q.��rStr;�t-��tn nz�_ �J�G77r PER200630 � 03/13/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 1 of 3 , , Job Truss Truss Type Qty Ply PER200630 R58 SPECIAL 1 1 Job Reference o tional 8.3�0 s May 22 2019 MiTek Industries,Inc. Fri Mar 13 16:08:21 2020 Page 1 ID:F3UswBCIpaFZ1 F1QozOHWzNszn-ZdzfQiXq65CJ2VuZIoRuwoinv4y?TdanvXJaozblSv , 6-3-0 12-6-0 18-9-0 25-0-0 28-1-2 30-5-10 32-5-10 � 6-3-0 � 6-3-0 � 63-0 � 63-0 ' 3-1-2 2-4-8 2-0-0 Scale=1:53.1 5x7= 4x4= 2x4 II 4x7= 3x4= 5x5= - 7x8= 18 5 6 19 7 5x5= �8 00 12 W4 S ^ 4 5 co � 6 g �o � 17 20 �6 21 �5 14 22 13 23 12 11 10 3x6= 5x5= 4x8= 4x7 Sx5= 5x7= Sx5= 4x12.5 M111611 Repair to Add 600 Ibs Point load to Top Chord at 2'From Right End Trusses R5B, R5C,and R5D � s-s-o , No Repair Ngcessary �a-s-o zs-o-o 2a-�-2 30-5-10 6-3-0 63-0 6-3-0 6-3-0 3-1-2 2�-8 Plate Offsets(X,Y)— [1:0-3-4,0-1-12],p:0-2-12,0-3-0],(8:Edge,0-1-0],[10:0-3-8,Edge],[12:0-2-8,0-1-8],[16:0-1-12,0-1-8] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 p�ate Grip DOL 1.15 TC 0.87 Vert(LL) -0.19 13-15 >999 360 MT20 197/144 (Roof Snaw=40.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.29 13-15 >999 240 MII16 127/82 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.08 10 n/a n/a BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.04 13-15 >999 240 Weight:196 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except T3:2x4 SPF 1650F 1.SE end verticals,and 2-0-0 oc purlins(3-4-2 max.):1-7. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF Stud*Except' 6-0-0 oc bracing:10-11. W1:2x6 SPF No.2,W2,W4,W5:2x4 SPF No.2 WEBS 1 Row at midpt 1-17,2-16,5-15,6-12,7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 17=1798/0-5-8 (min.0-4-7),10=2028/0-7-4 (min.0-4-4) Max Horz 17=-229(LC 6) Max Uplift 17=-116(LC 6),10=-43(LC 6) Max Grav 17=2839(LC 25),10=2690(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-2780/145,1-2=-2087/108,2-18=-2841/125,3-18=-2841/125,3-4=-2841/125, 4-5=-2841/125,5-6=-2911/126,6-19=-1916/107,7-19=-1909/108,7-8=-1611/126, 8-9=0/374,8-10=-2670/62 BOT CHORD 16-21=-149/2087,15-21=-149/2087,14-15=-148/2911,14-22=-148/2911,13-22=-148/2911, 13-23=-90/1909,12-23=-90/1909,11-12=-45/840 WEBS 1-16=-140/3034,2-16=-2114/185,2-15=-78I1094,3-15=-607/112,5-1 3=-92 511 38, 6-13=-83/1456,6-12=-2198/159,7-12=-106/2527,7-11=-1163/66,8-11=-51/1493 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MW FRS(envelope)gable end zone;cantilever left and right exposed;end vertical teft and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. �� G� ��R+� �, t}��* 5)Provide adequate drainage to prevent water ponding. � �,��, 6)All plates are MT20 plates unless otherwise indicated. �4��` � �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � *� �� * r'��°�'��=� 8)"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 wi f� ��,i � �y,� � �k:� ��,�4�� 5�� between the bottom chord and any other members,with BCDL=10.Opsf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 Ib uplift atjoint 17 and 43 Ib uplift at j i��`�� `-"i'°"'�""�' "�� 10. �"�r �t ^K.a� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. N_�,,,, LOADCASE(S) Standard �rt=,�a��•��d+��t'�d'S ��r�'� �e�;Ei#t;�ttan n�; +�t.�.3'S�u7�� . �� - PER200630 � 03/13/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 2 of 3 Job Truss Truss Type Qty Ply PER200630 RSE SPECIAL 1 1 _ Job Reference(optional) 8.310 s May 22 2019 MiTek Industries,Ina Fri Mar 13 16:08:41 2020 Page 1 ID:F3UswBCIpaFZ1 F14ozOHYYzNszn-Sfkcquo?AYrL3k?cUiJpHD4PEX6mu7Gxmcbb✓q5zblSa � 6-3-0 12-6-0 � 18-9-0 , 2&7-2 30-5-10 32-5-10 � 6-3-0 63-0 6-3-0 7-10-2 3-10-8 -0 Sx7= 4x5= 2x4 I I 4x7= 3x4= Scale=1:542 1 3 4 17 5 6 7x8= 18.00 12 W4 4x12\� � I I ( N 5 I- 7 m 19 � =1ii e � 15 20 �4 21 �3 12 22 �� z3 10 9 3x6= - 5x5= 4x8= 3x6= 5x7= 4x5= 3x II 2-6-0 i 63-0 i 12-6-0 , 18-9-0 , 26-7-2 � 0-5-10 , 6-3-0 6-3-0 6-3-0 7-10-2 3-� 10-8 � Plate Offsets(X Y)— [1:0-2-12,0-1-12],[6:0-2-4 0-3-12],[14:0-1-12 0-1-12] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.14 11-13 >999 360 MT20 197l144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.53 Vert(7L) -0.25 10-11 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 * Code MNSRC2015(TPI2007 Matrix-S W ind(LL) 0.03 13 >999 240 Weight:208 Ib FT=20% LUMBER- BRACNJG- TOP CHORD 2x6 SPF No2*Except* TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except T3:2x4 SPF 1650F 1.SE,T2:2x6 SPF 2100F 1.8E end verticals,and 2-0-0 oc purlins(4-6-8 max.):1-6. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No2*Except* 6-0-0 oc bracing:9-10. W 1,W7:2x6 SPF No.2,W6:2x4 SPF Stud WEBS 1 Row at midpt 1-15,2-14,3-13,5-13,5-11,6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. {Iblsize) 15=179210-5-8 (min.0-4-8),5=2032I0-7-4 (min.0-4-0) Max Horz 15=-296(LC 6) Max Uplift 15=-131(LC 6),9=-9(LC 6) Max Grav 15=2861(LC 25),9=2554(LC 25) FORCES. (ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown. �i;, „/�� TOP CHORD 1-15=-2802/158,1-2=-1574/100,2-16=-2136/100,3-16=-2136/100,3-4=-2136/100, � �S ��Y� 4-17=-2136/100,5-17=-2136/100,5-18=-2267/104,6-18=-2260/105,6-7=-1809/102, �Q�l 7-19=0/382,7-9=-2536/20 BOT CHORD 14-21=-152/1574,13-21=-152/1574,12-13=-130/2261,12-22=-130/2261,11-22=-130/2261, 11-23=-46/977,10-23=-46/977 WEBS 1-14=-146/2750,2-14=-2146/206,2-13=-86/972,3-13=-558/102,5-11=-1309/183, 6-11=-128/1941,6-10=-788/117,7-10=-53/1371 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.il;Exp B;Enclosed; MW FRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. x ��+�r��Ey ��h�s �, a�►c� 5)Provide adequate drainage to prevent water ponding. ��x� � ,��rj �,� ��,�#�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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 wi f�► � �^� '�* �°-��,' =��F�� between the bottom chord and any other members,with BCDL=10.Opsf. ' p,.� �� ,r � �y,� �,��,�k,�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 Ib uplift at joint 15 and 9 Ib uplift at jo � _ 9. �as��;�i ��«:��r ;�n:�tf !�� s� 9)Graphical purlin representaiion does not depict the size or the orientation of the purlin atong the top andlor bottom chord. �a.y � ;>�� LOAD CASE(S) Standard ..<,�.� Repair to Add 300 Ibs Point load to Top Chord at 28-5-10 3�n��.�P � ��+�5 and 400p1f to Top Chord From 28-5-1Q To 3Q-5-10 ��; Attach 7/16"24/16 APA OSB to Both Sides With(2)Rows 0.131" ��+�Y��t�+� �+� ��'� x 2-3/8"Nails at 3"c/c Into All Members As Shown �° PER200630 03/13/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 3 of 3 Joo Truss Truss Type Qty Ply PER201294JOHN KRAEMER-E R1C SPECIAL 1 1 Job Reference o tional a enn c Mo.10 9110h MTo4 Iniiucldnc �,.� wod i�...�n�n��a�2z onon o�,.o� Jc� Truss Truss Type Qty Ply PER201294JOHN KRAEMER-E HR6 SPECIAL 1 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc.Wed Jun 10 09:5831 2020 Page 1 ID:Oa0U1Hqb7t?aejCWNvIgURz50dL-AWy6MkEGjoht?2COw9RHGob cOWfzfCz1KQIWgz7jRc , -1-1-0 3-5-5 6-7-2 8-g-4 � 1-1-0 � 3-5-5 ' 3-1-13 2-1-2 Scale=1:252 Repair to Remove 12"of Bottom Chord As Shown 6x8// Trim Neatly-Plates to Remain Fully Embedded 5 16.63 12 No Repair Necessary 2 L1 0.92 12 �' 5x5= 3x4= � �� a 3x4= 4 5x5= 3 1 2 q 1 3 5 6 8 12 13 7 6 x5= 3x4= 3x4= 2x4 I 2-2-0 1-0-0 L_ 3-5-5 6-7-2 g-g-4 � 3-5-5 ' 3-1-13 2-1-2 Plate Offsets(X,Y)- [5:0-2-8,Edge] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.07 7-8 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.10 7-8 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.00 11 n/a n/a BCLL 0.0 ' Code MNSRC2015ITPI2007 Matrix-P Wind(LL) 0.02 7-8 >999 240 Weight:40 Ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.SE TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.SE end verticals. WEBS 2x4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 9=728/0-5-15 (min.0-1-8),11=685/0-3-8 (min.0-1-8) Max Horz 9=82(LC 7) Max Uplift 9=-88(LC 6),11=-74(LC 7) MaxGrav 9=785(LC 15),11=711(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-756/106,2-3=-1572/136,3-4=-1227/119,6-10=-57/725,5-10=-57/725 BOT CHORD 8-12=-181/1554,12-13=-181/1554,7-13=-181/1554,6-7=-121/1147 WEBS 2-8=-133/1590,3-7=-356/53,4-7=-72/541,4-6=-1338/136,5-11=-723/76 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional);cantilever Ieft and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint 9 and 74 Ib uplift at joi e h�,�y c�=�� +ic�t�� , ��,rt� 11. #k«�1�� ca« rxievri .taa 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 Ib down and 66 Ib up at 5-2- 3, �`��'F'"�`��'�" and 2221b down and 68 Ib up at 5-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of '� =� ��:� '�;< •�'�-='�t�'r� others. � 4*s� �t:3 1 n� � d�� 'aa�,t�s,�d �et LOAD CASE(S) Standard �'�+�' ��` �+"�`� �� '� 1)Dead+Snow @alanced):Lumber�ncrease=1.15,Plate Increase=7.15 �� s� ,;,,,;w Uniform Loads(pl� Vert:1-2=-90,2-4=-90,4-5=-90,6-9=-20 ��°:a�� F ��5 t�*_ Continued on page 2 ,�� ;. �4"ti!r��i�* n<a s PER201294 3 06l10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 1 of 7 Jab Truss Truss Type Qty Ply PER201294 JOHN KRAEMER-E RSG CAL.DUAL PITCH 2 1 Job Reference o tional 8.400 s Mar 10 2020 MTek Industrias,Inc. Wed Jun 10 11:16:47 2020 Page 1 I D:OaOU 1 Hqb7t?aejCW NvIgURz50dL-gyi OyS3voeKZOjCY00h W a44(bcNHqFT96U¢FLUz7i I E � 5-5-5 11-73 � 16-10-6 � 21-10-6 27-4-0 31-4-0 5-5-5 6-1-15 5-3-3 5-0-0 5-5-10 4-0-0 � Scale=1:57.7 7x8% 6x8= �� Z 2 18 19 20 3 5.96 12 Repair to Remove 12"of Bottom Chord As Shown 17 Z� Tnm Neatly 16 3X4� q�ch 7It6"24/16 APA OSB[o Both Sides With 2 Rows 0.131" 5X5 i q z 3"Nails @ 3"Gc Into All Members As Shown-No[ch OSB Around Hanger 1 22 4x7� W4 5 3x4� 6 `O 0 W o> Sx5� 23� 7 � 9 0 8 n�5 5 24 �4 25 �3 12 26 11 10 9 p 3 4= 3x4= 4x12.5 MII16 I I �\ -0 -0- 4x8= 3x4= 3x4= 4x10= 5-5-5 11-7-3 , 16-10-6 21-10� , 27-4-0 � 5-5-5 6-1-15 5-3-3 ' 6-0-� 5-5-10 Plate Offsets(X,Y)— [2:0-2-1 Edge] [3:0-1-12 0-4-0],[5:0-3-8 Edpe] [7:0-2-4 0-1-12�,[9:0-3-8,Edge],[10:0-3-8,0-2-0� LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.09 11 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.16 11-13 >999 240 MII16 127l82 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.05 9 n/a n/a BCLL 0.0 "' Code MNSRC20151TPI2007 Matrix-S Wind(LL) 0.02 11 >999 240 Weight:1691b FT=O°/ BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 5PF 1650F 1.5E'Except` TOP CHORD Structural wood sheathing directlyapplied or4-1-11 oc purlins, except T2,T4:2x6 SPF No.2 end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiiing directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF Stud`Except` 6-0-0 oc bracing:9-10. W3,W4,W5,W2:2x4 SPF No2 WEBS 1 Rowat midpt 2-14,3-14,4-13,1-15 � MiTek recommends that Stabilizers and required cross bracing be instalied during truss erection,in accordance with Stabilizer Installation guide. � REACTIONS. (Ib/size) 15=1459/Mechanical,9=1889/0-5-8 (min.0-3-13) Max Horz 15=-245(LC 12) Max Uplift 9=-74(LC 14) Max Grav 15=1792(LC 31),9=2422(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-16=-1098/99,16-17=-910/103,2-17=-857/117,2-18=-786/128,18-19=-786/128, 79-20=-786/128,3-20=-786/128,3-21=-1345/116,4-21=-1531/91,4-22=-1830/61, 5-22=-1962/49,5-6=-2138/41,6-23=-2266/20,7-23=-2285/0,1-15=-1741/98, 7-9=-2369i226 BOT CHORD 14-25=0/1220,13-25=0/1220,12-13=0/1757,12-26=0/1757,11-26=0/1757,10-11=0/1861 WEBS 2-14=-335i101,3-14=813/55,3-13=0/831,4-13=-893J63,6-10=-503/42,1-14=-57/1189, 7-10=0/1976 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft; Cat.II;Exp B;Enclosed;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-5-5,Exterior(2)5-5-5 to 8-5-5, Interior(1)8-5-5 to 11-7-3,Exterior(2)11-7-3 to 14-7-3,Interior(1)14-7-3 to 31�-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber D0�=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs � �+� �� € �, a�� non-concurrent with other live loads. ��;,�, � ��,� ,�� ,��,��, 5)Provide adequate drainage to prevent water ponding. 6)All piates are MT20 plates unless otherwise indicated. � �^' �'�' �w `�" �>�*'°'� 7)This iruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live ioads. �,� ��y � �� ;� 8)`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 wi ,�it , between the bottom chord and any other members,with BCDL=10.Opsf. ��^�' �"��"��' ""'�' �� "`° '� 9)Refer to girder(s)for truss to truss connections. � �„,� 10)Provide mechanical connection(by others)of truss to bearing plate capabie of withstanding 74 Ib uplift at joint 9. LOAOCASE(S) Standard F�,;;,t� E 3��$ rpr Itd€"e�t"�..�� n� ��_ PER201294 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61455 5 of 7 Jcb ' Truss Truss Type Qty Ply PER201294 JOHN KRAEMER-E R5L SPECIAL 1 1 Job Reference fontionall 8.400 s Mar 10 2020 MiTek Industries,Inc.Wed Jun 10 11:22:25 2020 Page 1 lD:0a0U1 Hqb7t?aejCW NvIgURz50dL-n_7Au19wCVvcxg2W qN1nHM4CGdaRRMexbW r8Cuz71Cy 510-9 11-1-12 , 14-11-4 18-9-15 ' 5-10-9 —r 5-3-3 3-9-8 3-10-10 Repair to Remove 12"of Bottom Chord in Two Locations As Shown 7x8\ Scale=1:62.3 Trim Neatly 3 5.96 12 Attach 7/16"24/16 APA OSB Both Sides With (2) Rows 0.131" x 3" Nails @ 3"c/c Into All Me bers As Shown �4 3x4� 4 15 18.OQ 12 2x4 f f zo 5 19 18 6 Sx10�/ 5 ,� 4x8= M 1 `D t � 1213 _ _ _ �Q p 1-0- 9 8 � 16 17 6 4—3� 4x8= 3x15 M1116= 4x8= �_ 3�0 3x = 1 - 11-1-12 -9- 5-1�-9 5-3-3 7-8-2 Plate Offsets(X,Y)— [2:0-5-0,0-2-OL[9:0-3-8,0-2-0] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.18 7-9 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.30 7-9 >732 240 MII16 127/82 TCDL 10.0 Rep Stress Incr NO WB 0.73 Ho2(TL) 0.04 6 n!a n/a BCLL 0.0 ` Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.05 7-9 >999 240 Weight:105 Ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except T3:2x4 SPF 1650F 1.5E,T2:2x4 SPF 2100F 1.SE end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-Q-0 oc bracing. W EBS 2x4 SPF Stud'Except` W EBS 1 Row at midpt 2-7,4-6 W2,W4,W5,W6:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 10=1019/Mechanical,6=1019/0-7-12 (min.0-1-10) Max Horz 10=-211(LC 12) Max Grav 10=1275(LC 29),6=1019(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1201/74,1-11=-2964/127,11-12=-2964/127,12-13=-2964/127,2-13=-2964/127, 3-14=-568/134,4-14=-629/119,2-18=-1427/74,1&19=-1070/78,19-20=-1013/82, 3-20=-935/108 BOT CHORD 9-10=-226/323,8-9=-197/3033,7-8=-197/3033,7-16=-90/391,16-17=-90/391, 6-17=-90/391 WEBS 1-9=-149/2995,2-9=-759/111,3-7=-29/617,4-7=-2/464,2-7=-2588/211,4-6=-890/107 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclased;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-1-12,Exterior(2)11-1-12 to 14-1-12,Interior(1)14-1-12 to 18-8-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 7)`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 wi fit�,aaa� c�� ik� �� ;p�n a�e�� between the bottom chord and any other members,with BCDL=10.Opsf. f��s� � ,�� 8)Refer to girder(s)for truss to truss connections. � � �: -»�_ _,�. .se.�^ �t�rf>s�a�? � LOAD CASE(S) Standard �,.� �� ,. � .t.i� �A��,t�,� y��. +�.�� `-�E�t�a .r.arr €k� �.ra�„�P s'� � a�;�� r�..,��^ � ��l��•'� �'� �4«.F1[r;�4`.`i�.es tf�i --- €��G�.T_ PER201294 06/1�(202� P.E.Robbins 1777 State Route 167 Victoria lL 61485 6 of 7 lo�b Truss Truss Type Qty Ply �PER201405 SEQUOIA ROOF-5 R11 SPECIAL 1 1 Job Reference lootionall 8.400 s Mar 10 2020 MiTek Industries,Inc. Mon Jun 22 16:43:14 2020 Page 1 I D:6N2o?tTTGCtPITcXdQ7uACzA0Z3-XTDGQqTOAbyYhmAgy1 TBIIxY6Phs?HY6hPW 6CBz3gOB � 5-3-9 , 10-3-9 163-9 ?0-7-14 5-3-9 5-0-0 6-0-0 4-4-4 � Repair To Cut Bottom Chord 12"Centered at 16"From Left End 6x12% Sx5= Scale=1:57.8 Trim Neatly s.00 �z 5 6 � 17 Attach 7/16"24/16 AP OSB to Both Sides With (2)Rows 0.131"x 2-3/ "Nails at 3"c/c Into All 3Xa� Members As Shown N tch OSB Around Hanger 4x4 i 4 3x4� 3 fO 4 Z W6 g rn 4x5% 16 1 � _ io 6x8= 18 8 2x4= 1.Sx3= lo 3-0-0 �{3 15 14�� 12 11 10 �� 3 4— 4— 4x5= 5x8= 2x6 II � L 5-3-9 , 103-9 , 16-1-6 , 20-7-14 � 5-3-9 5-0-0 5-9-12 4-6-8 Plate Offsets(X,Y)— �1:Edge,0-1-12],[3:0-2-0 Edge] [6:0-9-14 0-3-4],[9:0-2-4,0-2-12],[15:0-1-4,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.07 11-12 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.12 10-11 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.06 15 n/a n/a BCLL 0.0 * Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.02 8-9 >999 240 Weight:124 Ib FT=20°/ BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E`Except' TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, except T3:2x6 SPF No2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7. BOT CHORD 2x4 SPF 1650F 1.5E*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 63:2x4 SPF No.2 1 Row at midpt 5-9 WEBS 2x4 SPF Stud'Except` WEBS 1 Row at midpt 7-15,4-9 W9,W6,W8:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 14=1120/Mechanical,15=1120/Mechanical Max Horz 14=291(LC 9) Max Uplift 14=-25(LC 10),15=-56(LC 7) Max Grav 14=1586(LC 25),15=1293(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1946/23,2-16=-1817/45,2-3=-1617/45,3-4=-1323/69,4-17=-911/65,5-17=-657/79, 5-6=-649/94,6-7=-635/101,8-15=-1293/56,7-8=-1238/88,1-14=-1530/53 BOT CHORD 13-14=-273/167,12-13=-273/167,11-12=-124/1626,5-9=-271/103 WEBS 2-11=-413/75,9-11=-76/1240,4-9=-941/107,7-9=-83/1359,2-12=-337/61,1-12=0/1558 NOTES- 1.)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 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 tal!by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. � ��a�a� es��k� ��a�� n, s�+►;i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 14 and 56 Ib uplift at j ��F�� 4��rx ��T��Y�� 15. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � �� -"=� �� ,;' ��;��.�� crtri ��s t �,e � �<�v �a�{�te�stJ t�ir, LOAD CASE(S) Standard �sa:rsar,yt �;��cr,��e ,r.,:�t +.�� ==irs.r� fs�F "3 � r.�-�'.t tt-F;;,t,�P� � 5€��i�`��_—_ Ltl�g'4 ,�,�'"y�tr��":�^ n€� ��'�� , PER201405 06/22/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 1 of 3 � � ~� �-J � � ,� l�'� � � � �� S � , l� ._ � Z � Q� , ,� ,�,s �. �� OZ , �, L � �� - �o� � � L �. �d L' � , ��M .��dJ �� C� �5�� , ��, � � �� n�� - � ��;°�I ��s �� 1ob} Truss Truss Type Qty Ply PER201405 SEQUOIA ROOF-S R51 SPECIAL 1 1 Job Reference o tional 8.4�o s Mar 1�2020 MiTek Industries,Inc. Mon Jun 22 1i:17:00 2020 Page 1 ID:Oa0U1Hqb7t?aejCWNvIgURz50dL-CEeAea D24D51623eXqHs_rIi580ib3JZcHJJIz3fuX 5-5-5 10-7-2 1�1-5-p 16-10-6 22-7-4 27-4-0 5-5-5 5-1-13 0-9-14 5-5-6 Repair To Cut Bottom Chord 12"Centered at�14"And 6-5-0 From Left End 7x12.5 MII16\� Trim Neatly Scale:3/16"=1' Sx5= 2x4 I I 78A0 12 � 16 17 2 18 19 Attach 7/16"24/16 APA OSB to Both Sides With q5x5� (Z)Rows 0.131"x 2-3/8"Nails at 3"Gc Into All Members As Shown Notch OSB Around Hanger 5.96 12 20 Z� 3x4� 5 W 4x4� 0 3x4� 6 7 0 W 22 3x8` 8 — I — I I I— I I—I 7 9 � 1N �5 Z3 �4 24 �3 12 25 11 10 9 3x4= 5x8= 3x4= 3x4= 4x4= 3x4= 2x4 II 5-5-5 11-5-0 16-10-6 17 -2 22-7-4 22-1 -0 27-4-0 5-5-5 5-11-11 5-5-6 0-1-12 5-7-2 0- -12 4-6-0 Piate Offsets(X Y)— (3:0-4-9 0-3-8) LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 p�ate Grip DOL 1.15 TC 0.67 Vert(LL) -0.13 13-14 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.25 13-14 >999 240 MII16 127/82 TCDL 10.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.01 10 n/a n/a BCLL 0.0 " Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.06 11-13 >999 240 Weight:171 Ib FT=O°/ BCDL 10.0' LUPABER- BRACING- TOP CHORD 2x4 SPF 1650F 1.SE'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1,T2:2x6 SPF No.2 end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W EBS 2x4 SPF No.2*Except` 6-0-0 oc bracing:10-11. W 1:2x4 SPF 1650F 1.5E,W6,W 10,W9,W7,W8:2x4 SPF Stud W EBS 1 Row at midpt 1-15,2-14,4-13,5-13,3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 15=1184/Mechanical,10=1791/0-5-8 (min.0-2-13) Max Horz 15=-286(LC 12) Max Uplift 15=-79(LC 10) Max Grav 15=1830(LC 30),10=1791(LC 1) � FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. l'OP CHORD 1-15=-1786/122,1-16=-688/129,16-17=-688/129,2-17=-688/129,2-18=-690/130, 18-19=-690/130,3-19=-687/130,4-20=-866/93,20-21=-878/83,5-21=-930/70,5-6=-857/49, 6-7=-877/18,7-22=-82/348,3-4=-7391129 BOT CHORD 15-23=-242/332,14-23=-242/332,14-24=0/810,13-24=0/810,12-13=0/707,12-25=0/707, 11-25=0/707 WEBS 1-14=-112/1526,2-14=-1040/121,4-13=-36/271,5-11=-525/91,8-10=-272/134, 3-14=-537/98,7-11=-33/1107,7-10=-1576/142 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;6=45ft;L=27ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-7-2,Exterior(2)10-7-2 to 11-5-0,Interior(1)11-5-0 to 27-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TC�L:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category Il;Exp B;Partialfy Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. ��sa��e�� +&c�a� �, c�;a 5)Ail plates are MT20 plates unless othenvise indicated. ��y� �fi#�F� �� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`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 wi � �� _"``�' �+ r-":�''��`"��+� between the bottom chord and any other members,with BCDL=10.Opsf. ��,� �; t �� , ��1�� 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 Ib uplift at joint 15. `�� f��s s;�� t�� *�� *�`� r�s �=r;�r LOAD CASE(S) Standard ��.:�� 8��`�G� ��°= iE�-�a�r��r;�+� n� ��°� PER201405 06/22/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 3 of 3 Job Truss Truss Type Qty Ply � PER201441 Ft FLOOR 16 � ,lob Reference(optional) 8.400 s Mar 10 2020 MiTek Industries,Inc.Thu Jun 25 17:03:06 2020 Page 1 ID:e3UYFRrYgt2vZ93U6greR6zygvK-Lc7B?tk8V1czBRZx1043G9ad2?4elUMXkGLvWTz2gpZ i t-7-0 , i 2-5-4 i 2-3-4 Repair To CW Bottom Chord For 12"W ide x 4"Tall Opening Centered at 7-4-0 and 2-4-0 From Rightt End Scale=1:20.7 Trim Neatly Attach 23/32"48/24 APA OSB to Both Sides With 100%PL400 Glue Contact and(1)Row 0.131"x 3" 3x8— Nails at 3"c/c Into All Members As Shown 4x10= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4= 6x7 I I 1 2 3 4 5 6 73x4= L L I — —I I I I I—I I I — I I—I I I—I I I BL2 � I I I�I =1 I �= I I �-_�_l =1 =1 I _ Z � a — — — � — — _ — — � 11 10 9 8 1.Sx3 I I 4x7= 3x6= 4x4 8-0-0 i 73-4 1 12-5-8 73-4 5-2-4 Plate Offsets(X,Y)— [1:0-2-8,Edge],[8:Edge,0-1-8],[15:0-312,0-1-8] LOADING(psfl SPACING- 1-7-3 CSI. DEPL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 P1ate Grip DOL 1.00 TC 0.89 Vert(LL) -0.03 9 >999 600 MT20 197/144 TCDL 30.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.14 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code MNSRC2015lfP12007 Matrix-5 Weight:581b FT=20%F,1 M1°/ LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF Stud(flat)*Except* BL2:4x4 SPF No.2(flat) REACTIONS. (Ib/size) 14=738/0-2-8 (min.0-1-8),15=739/0-5-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-12=0/626,7-12=0/626,1-2=-741/0,23=-741(0,3-4=-1325/0,4-5=-1325/0 BOT CHORD 9-10=0/1234,8-9=0/888 WEBS 4-9=-278/0,3-10=-603/0,2-10=-279/0,1-10=0/960,5-9=0/532,5-8=-993/0,7-14=-758/0,1-15=-765/0 NOTES- 1)Bearing at joint(s)14,15 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -� S ��t#� Ci�fiFy+ +!�k�rr� �$�i, 3��"� �t��, tt tt� artt: ��ra[z��{ � �e E �,� �r ;�+•:- avla3��'t"��* t - c;"t# �arW 1 e�r� � �i•!y Rx��k�l �.4 +�„��r:�t �•»y,��, ,x��r t4�t �*s cet t�� 3 �� t��,„�� E ��,�� ' �� - ��Yw�tc��r:�r� n� ��5�� PER201441 06(25/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 1 of 4 Job Truss Truss Type Qty Ply PER201447 R4H HIP 4 1 Job Reference o tional Job Truss Truss Type Qty Ply PER207447 R4H HIP q � Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc.Thu Jun 25 17:21:57 2020 Page 1 Repair To Cut Bottom Chord For 12"Wide x 4"Tall Opening Centered ID:F3UswBCIpaFZ1F1QozOHYYzNszn-jBzlMcQa8X5UNFWJo2ticiwuSv7bn3s?pjpFiQz2gXu at 2-1-8 and 5-1-8 From Left End � 3-4-9 9-7-7 14-10-12 � 3-4-9 � 6-2-15 5-3-5 Trim Neatly 7x8= Sx7\� Scale=1:54.9 Attach 7/16"24/16 APA OSB to Both Sides With and(2)Row 0.131" Z 9 3 x 2-3/8"Nails at 3"c/c Into All Members As hown 18.00 12 1 3x8 b � 11 0 m 6x7= 4 I I — —I I I—I I —I � 5 n � 12 6 � — 5 2 4 II 3-6-5 3x — 6-1-3 3x = 2x4 II -4-9 9-7-7 14-10-12 3-4-9 6-2-15 53-5 Plate Offsets(X Y)— �2:0-6-4 0-2-12],[4:Edge 0-1-01 TOADING �pS40.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.04 6-7 >999 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 021 Vert(TL) -0.08 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code MNSRC2015lTPI2007 Matrix-S Wind(LL) 0.00 6-7 >999 240 Weight:991b FT=20°/ LUMBER• BRACING- TOP CHORD 2x4 SPF 1650F 1.5E*Except� TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except T2:2x6 SPF No.2,T3:2x4 SPF 2100F 1.8E end verticals,and 2-0-0 oc purlins(2-6-7 max.):2-3. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W EBS 2x4 SPF Stud`Except` W EBS 1 Row at midpt 2-7,3-6 W3,W4:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 8=876/0-5-8 (min.0-1-11),5=876/Mechanical Max Horz 8=-238(LC 6) Max Uplift 8=-5(LC 6) Max Grav 8=1078(LC 28),5=1209(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-742/89,2-9=-424/116,9-10=-424/116,3-10=-424/116,3-11=-679/39,4-11=-1113/6, 1-8=-1052/16,4-5=-1160/0 BOT CHORD 7-12=110/382,6-12=-110/382 WEBS 2-7=-368(120,1-7=-64(583,4-6=-65/428 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MW FRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 8. } �,�ra#�g��;+�; �� a«�r. �ec� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� ¥��_� ��, �� LOAD CASE(S) Standard � � �� -� �� ^-�,q ��,s�.� : �� z�i i �� 4='y +�a�aite�3 r�i� ie�r„�� .x.�. .:r,�ri ��t; ::�i �;�� 3,"-_k ,.��-`�..` :_..___ . -. _�*...�+� ��..�� d:��£*�� , ��«��r�a?i�+� n� ��'� PER201441 06/25/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 2 of 4 - _ �� '�� t ��'�� 6 C � �3 �I 7�t'3"C.�.h� �,'�t,t/►�Csot�t� �i�.� �� - - �� t ��-'�L '- -�6C ��C'�.� � .�,JGc !d/�c��a� Q—-- F�-I-G� C -__ _--- -- _-- - -� - - - -- . _ --- -- __ C - 'REPAIRS NOT REDUIRED F�" -- -- - ___ ___ ___ ___ - � , F�- _ _ _ --- _ _ _ __=_--- -�' F 6 _ . F�--I- _ _ _ - --__ _ - � G� - - _- __ - - _ _ -- � ''� ?50 PLF -1 .000# P.L. �- - c�?��;�� --I- ____ __ � _F � ___. F�-�- _- - _ _ _--- _� �� - __ - '� P�� P��►� �� F�-E - - -- -- r�� i�� c��r�, �'�a �� _ _ ��-- �� F5 _ F�-I-E � - �� fi _ F6A __ P� ^�� F5F F�E . _ - F6�1 � , . 1 _8_8 FS _ _ �_ F�-I-E _ - _ - � - _ _ F6A , F _ _ � �-,�E_ __ _ _ -F6� __ F5 _ _ � F,�E _ _ - - _ _ - _ = F6A - -- � F S _- _ -_ -- F�-�-E-_ _ _ __ __ � F 6 A - - _ FS - - _-- �4E _ _ - -- - - - - -F6A __ -- - ��.,��c� -- -- ---- F��E_ - __ __- -- __ -- _ -- _ - - �6� --- ? Nu.�.s�s F�-E __ _ _ _ -----_ _ - -- -- __- --- �6� -_ -- ` , _ - _--- - — ---- ---- �0 PSF F�-� ---_ _-_ _ - -- -- - __-- - - - _ _ _ _ ; F C� _ _-_ Jc'� Truss Truss Type Qty Ply PER201294JOHN KRAEMER-E HR6 SPECIAL 1 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc. Wed Jun 10 09:5831 2020 Page 1 ID:OaOU 1 Hqb7t?aejCW NvIgU Rz50dL-AW y6MkEGjoht?2COw9RHGob_c0 W fzfCzl KQI W gzTj Rc , -1-1-0 3-5-5 6-7-2 8-8-4 1-1-0 3-5-5 3-1-13 2-1-2 Scale=7252 Repair to Remove 12"of Bottom Chord As Shown sXs�i Trim Neatly- Plates to Remain Fully Embedded 5 16.63 12 No Repair Necessary Z L1 0.92 12 � 5x5= 3x4= � 11 d 3x4= 4 5x5= 3 1 2 9' � 3 W5 6 $ 12 13 7 6 x5= 3x4= 3x4= 2x4 I 2_2_0 1-0-0 � 3-5-5 , 6-7-2 , 8-8-4 , � 3-5-5 3-1-13 2-1-2 , Plate Offsets(X,Y)— [5:0-2-8,Edge] LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 35.0 p�ate Grip DOL 1.15 TC 0.69 Vert(LL) -0.07 7-8 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.10 7-8 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.00 11 n/a n/a BCLL 0.0 ' Code MNSRC20151TP12007 Matrix-P Wind(Lt) 0.02 7-8 >999 240 Weight:401b FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.SE end verticals. WEBS 2x4 SPF Stud BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. OTHERS 2x4 SPF Stud MiTek recommends that Stabiiizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Iblsize) 9=72810-5-15 (min.0-1-8),11=685I0-3-8 (min.0-1-8) Max Horz 9=82(LC 7) Max Uplift 9=-88(LC 6),11=-74(LC 7) Max Grav 9=785(LC 15),11=711(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-756/106,2-3=-1572/136,3-4=-1227/119,6-10=-57/725,5-10=-57/725 BOT CHORD 8-12=-181/1554,12-13=-181/1554,7-13=-181/1554,6-7=-121/1147 WEBS 2-8=-133/1590,3-7=-356/53,4-7=-721541,4-6=-1338/136,5-11=-723/76 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 wiil fit between the bottom chord and any other members. 7)Bearing at joint(s)11 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �—�--.--.—«�. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint 9 and 74 Ib uplift at joi s #��mt� ;s�s€� r��++��, ��» 11. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 Ib down and 66 Ib up at 5-2- 3�`��`� � ��Y' �`�' ��'��'�� and 222 Ib down and 68 Ib up at 5-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of � �� K�� `�'-° �+��+� others. � we�r� �i I �� d.,hW it��:a*ted Prer LOAD CASE(S) Standard ��""''� `a''�� '`"`� f� �k� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ;-4 " ,�� Uniform Loads(pl� Vert:1-2=-90,2-4=-90,4-5=-90,6-9=-20 ��;:,�? � �rJ�1��!�r'S �,�e� Continued on page 2 �eAiaEr�i:�+* nu� �� PER201294 � 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 1 of 7 Job Truss Truss Type Qty Ply PER201294 JOHN KRAEMER^E M6 MONO TRUSS 1 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc.Wed Jun 10 10:05:43 2020 Page t Repair to Remove 12��of Bottom Chord As Shown ID:Oa0U1Hqb7t?aejCWNvIgURz50dL-Wd3R1RSF_X6aqRD2EtBbmuUuTX2PBCrZNX3chdz7jKs , -1-0-0 , 5-2-0 � 1 0 0 5_2_0 � Trim Neatly Scale=1:11.3 Attach 7/16"24/16 APA OSB to Both Sides With (2) Rows 0.131" 3Xa ii x 3" Nails @ 3"c/c Into All Members As Shown �Qo 1z 3 � 2 3x4 I I s _ _ � - - T1 I = - I - I-I ( - - - - W2 I-I I I-I I I- I I I-� � I-I I I-I I-_ _ B1 I - 1-0-0 1-0-0 5 2x411 4 2x411 2-0-0 1-0-0 i 5-2-0 5-2-0 LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud pLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 4-5 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.04 4-5 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a nla BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-R W ind(LL) 0.00 4-5 >999 240 Weight:14 Ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. W EBS 2x4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 5=383/0-3-8 (min.0-1-8),4=256/0-3-8 (min.0-1-8) Max Horz 5=37(LC 11) Max Uplift 5=-50(LC 10),4=-16(LC 11) Mvc Grav 5=410(LC 19),4=273(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-371/109 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber pOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 50 Ib uplift at joint 5 and 16 Ib uplift at joint 4. LOAD CASE(S) Standard } �� f� ��, s�«�;� ��. � �.�,� �� s;��a �� s� �� a �_;�:>��-� c�i�+ai r ae� ��E� fip�a�n�sd i�� $e:tr:�� `�;;,�zt�E�- .�t==� f�ie i��+r5 ,^"� i'�'�1 '3. ��:� �'""f-`fi,�� d��Ttt�t ?j.��'i ��:47�i,�t7i7ib �F4� 6�� PER201294 � 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 2 of 7 JCb Truss Truss Type Qty Ply PER201294JOHN KRAEMER-E R5F SPECIAL 5 t Job Reference o tional 8.400 s Mar 10 2020 MiTek Indusfries,Inc. Wed Jun 1010:46:23 2020 Page t ID:6N2o?tTTGCtPITcXdQ7uACzA0Z3-42Vr7m nMDXMZQm AJznfRXk2611uXEiS9TjKCz7ikk , 4-6-8 4-1,1,13 11-1-11 , 13-0-8 , 16-10-6 , 21-10-6 , 24-0-8 26-10-8 30-10-8 4-6-8 0-5-4 6-1-15 1-10-13 3-9-14 5-0-0 2-2-2 ' 2-10-0 4 0 0 Scale=1:63.4 7.00 12 �X$' 5x10� Repair to Remove 12"of Bottom Chord in Two Locations As Shown 5.96 12 2 3 27 4 2x4 II Trim Neatly 5 3x4 I I 26 Attach 7/16"24/16 APA OSB to Both Sides W ith(2)Rows 0.131" Sx5 i 3x4� x 3"Nails @ 3"c/c Into All Members As Shown � 6 4x7� 7 W3 3x4� � g o 4x4� � 8 9 7xS= 10 10 � 12 q yV � � z 4 � o z� o � �S�cB= 16 15 � _ ��N o �IN � 23 4x10=� o 0 � x4= z0 19 18 3x4= 3x4= 13 'Z o � 5-2-0 3 �TO- -0- qx1 = x4 II 2x4 I I 3x4= 6x8= 11-8-0 -0- 4-6-8 11-1-11 16-10-6 21-10-6 24-0-8 26-10-8 4-6-8 6-7-3 1-10-13 3-9-14 5-0-0 2-2-2 2-10-0 Plate Offsets(X Y)— [3:0-5-12,0-3-4] [4:0-7-4,0-1-12],[7:0-3-8,Edge] [10:0-3-0,0-3-0],[14:0-6-0,0-2-12],[17:0-2-0,Edge],[21:0-4-4,0-2-0�,[23:0-1-0,0-1-4� LOADING (psf) SPACING- 2-0-0 CSI. DEPL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.13 16-17 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -021 16-17 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 25 n/a n/a BCLL 0.0 * Code MNSRC2015/TPI2007 Matrix-S Wind(LL) -0.04 21-22 >999 240 Weight:195 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except T2,T4:2x6 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. BOT CHORD 2x4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 82,B4:2x4 SPF No.2,66:2x4 SPF Stud 6-0-0 oc bracing:17-18,13-14. WEBS 2x4 SPF Stud'Except' 1 Row at midpt 2-21,5-17 W5,W6,W2,W3:2x4 SPF No.2 WEBS 1 Row at midpt 4-19,1-23,4-21 OTHERS 2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 23=1433/Mechanica1,25=1556/03-8 (min.0-1-8) Max Horz 23=-289(LC 8) Max Upiift 25=-94(LC 11) Max Grav 23=1742(LC 29),25=2383(LC 29) FORCES. (Ib)-Max.Comp./Ma�c.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1017/35,2-26=-806/50,2-3=-783/68,3-27=-732/58,4-27=-732/58,4-5=-1775/110, 5-6=-1878/67,6-7=-2287/45,7-8=-2514/31,8-9=-2782/14,9-10=-2438/0,22-23=-1742/0, 1-22=-1683/6 BOT CHORD 21-22=-48/260,2-21=-352/102,5-17=-376/76,16-17=0/2087,15-16=0/2491,14-75=0/2055, 9-14=-500/0 WEBS 19-21=0/1037,4-19=-755/0,17-19=0/1310,4-17=-10/1913,6-17=-917/79,6-16=0/355, 8-16=-470/57,1-21=-4/1185,8-15=-264/73,12-14=-39/285,9-15=-32/553,4-21=-721/82, 10-14=011843,10-25=-2429/74 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. � #�e��p e;�y +R�a4��rt, apsr� 4)This truss has been designed for greater of min roof five load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs ��r� � x�� non-concurrent with other live loads. f 5)Provide adequate drainage to prevent water ponding. ; � +� �`�' �a `'�;_" ��"�°" 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� �i � �� ,� �� y 7)*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 wi �it between the bottom chord and any other members. ��'"� �"s�'�"'�� '�� '�� 8)Refer to girder(s)for truss to truss connections. ��_ ;�� 9)Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa y �,,, of bea�ing surface. _ _ 10)Provide metal plate or equivalent at bearing(s)23 to support reaction shown. ��£�� s� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 Ib uplift at joint 25. 12 Gra hical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '�� Co�tinu�d on page 2 �g (�(� . �rs`«ilPk,'�ftq�1� S'ISR �'.3�G87� � +ys PER201294 � 06/10/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 4 of 7 . J�h • � Truss Truss Type Qty Ply PER201294 JOHN KRAEMER^E R6 SPECIAL 4 � �ob Reference(optional) 8.400 s Mar 10 2020 MiTek Industries,Inc.Wed Jun 10 15:18:44 2020 Page 1 ID:OaOU 1 Hqb7t?aejC W NvIgURz50dL-7nNQIJ Iv1?Jm W gVbxjepSQqNnGxx6Etz2_2wNYz7el P 6-60 13-2-6 15-0-0 6-6-0 6-8-6 �-9 9 Repair to Remove 12"of Bottom Chord As Shown 9x10 MII16\� Scale=1:81.5 Trim Neatly Attach 7/16"24/16 APA OSB to Both Sides With(2)Rows 0.131" x 3"Nails @ 3"c/c Into All Members As Shown 2 18.00 12 '/ J � l%� 7 8 3x12�/ � 9 � 2 3 4 1-0-0 5 10 5x8— � �oIM I� N � -o- - - aXa= o , -o 6 6-0 13-2E 14-6- 6-6-0 6-8-6 1-4-1 0-5-8 Plate Offsets(X,Y)- [2:0-1-8 Edpe] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.12 3-5 >999 360 MT20 197/144 (Roof Snow=35.0) �umber DOL 1.15 BC 0.36 Vert(TL) -0.24 3-5 >713 240 MII16 127/82 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.13 4 n/a n/a BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-S Wind(LL) 0.04 3-5 >999 240 Weight:113 ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x10 SP 2400F 2.OE end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2'Except` MiTek recommends that Stabilizers and required cross bracing W1:2x6 SPF No.2,W2:2x4 SPF Stud be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 4=875/0-5-8 (min.0-1-8),6=801/0-5-8 (min.0-1-8) Max Horz 6=261(LC 11) FORCES. (Ib)-Max.Comp.lMau.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-760/83,2-7=-579/116,2-8=-451/74,8-9=-591/37,3-9=-679/20,3-4=-601/67, 1-6=-755/81 BOT CHORD 5-6=-245/342,5-10=-56/386,3-10=-56/386 WEBS 2-5=01271,1-5=-981291 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft; Cat.II;Exp B;Enclosed;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-6-0,Exterior(2)6-6-0 to 9-6-0, Interior(1)9-6-0 to 149-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 3)Alt plates are MT2�plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*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,with BCDL=10.Opsf. 6)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surtace. LOAD CASE(S) Standard f��,'�y ca,�� t�z�,x y�r�, �rsi ��l��. K�t r��rsrp��a Pfl�;�+e.��3y ; �! -�.°* z->.:� s:�s ;*,•�-_:� ��-� 4 G�`E1 !�Y t t�it" �"f �:ly �l�iYtt�� t;i� ��,3�:�5 r'.��d�#± :<e",'Et !� i�'S�`€ r,� C.`i � �� a ,�..,,�d,.-...a. ��.Y,a� � ��il�?�ta ��.� �ce:x�te,�s:?�n n� ��b�� PER201294 3 06/10/2020 P.E. Robbins 1777 State Route 167 Victoria lL 61485 7 of 7 Jo�� Truss Truss Type Qty Ply PER201405 SEQUOIA ROOF-S R4G SPECIAL 9 7 Joh Reference(ontinnall 8.400 s Mar 10 2020 MiTek Industries,Inc. Mon Jun 22 16:59:09 2020 Page 1 ID:F3UswBCIpaFZ1 F1QozOHWzNszn3BRIsNOQGOH2mXgDP667y8_g2MeNGIpg1UL8DKz3g9G L 3-4-9 9-7-7 12-6-8 14-10-12 � 3-4-9 6-2-15 2-11-1 2-4-4 Repair To Cut Bottom Chord 12"Centered at 31"From Left End 8x8= 8xS= Scale=1:56.9 Trim Neatly 2 10 1 3 Attach 7/16"24/16 APA OSB to Both Sides Wtth(2)Rows 0.131"x 23/8"Nails at 3"Gc 18.00 12 Into All Members As Shown 3 3x8// ti 3x8\� 4 1O 0 Z W4 � I I—I I I g 3x8\� 5 — —g 4x8= � � W6 � 9.00 12 Ir ` ( / 4-0-0 7 6 /�'�ir 6x7� 2x4 I I �� sxa n 3-4-9 6-6-0 9-7-7 12-6-8 14-10-12 3-4-9 3-1-7 3-1-7 2-11-1 2-4-4 Plate Offsets(X,Y)— f2:0-6-4,0-2-12] [3:0-6-4,0-2-12],p:0-3-8,0-1-12],[8:0-4-0,0-3-4] LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.07 8-9 >999 360 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.17 8-9 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.05 6 n/a n/a BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-S W ind(LL) 0.01 8-9 >999 240 Weight:92 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x6 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):2-3. BOT CHORO 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 9=876/0-5-8 (min.0-1-8),6=876/Mechanical Max Horz 9=-242(LC 8) Max Uplift 9=-8(LC 6) Max Grav 9=1078(LC 28),6=1209(LC 28) FORCES. (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1151/101,2-10=-754/89,10-11=-754/89,3-11=-754/89,3-4=-1146/118,4-5=-958/7, 1-9=-1031/77,5-6=-1197/0 BOT CHORD 8-9=-277/296,7-8=-32/594 WEBS 2-8=0/271,3-8=-70/354,4-8=-136/292,4-7=-600/63,1-8=0/626,5-7=0/571 NOTES- 1)Wind:ASCE 7-10;VuIt=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaci ---�.�,,,, bearing surface. � ��a+�� c��t:�,� �1�a v+��n. �{r��+ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 Ib uplift at joint 9. �� _� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � ;• �.�.� �f ,,,,,, o-�a�'=�= LOAD CASE(S) Standard ,,,� �� €aw-�:,+,�- �;+:�� .:�+_� t� 4:�rrs -�a� !'�4 �. .:�:�� . -_.-�,�.�.p�..,..,... ��;;�.#�� ;�`�� G�n�;'; R�#�i�Pr�tiCn +r�t ---�-.d31VM . PER201405 � 06/22/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 2 of 3 Job Truss Truss Type Qty Ply PER207447 R4H HIP 4 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc. Thu Jun 25 17:21:57 2020 Page 1 Repair To Cut Bottom Chord For 12"Wide x 4"Tali Opening Centered ID:F3UswBCIpaFZ1 F1QozOHYYzNszn-jBzlMcQa8X5UNF4VJo2ticiwuSv7bn3s?pjpFiQz2gXu at 33-0 and 5-5-0 and 7-1-8 From Left End � 3-4-9 � 9-7-7 14-10-12 � 3-4-9 � 6-2-15 53-5 Trim Neatly 7x8= 5x7\� Sca�e=1:54.9 Attach 7/16"24/16 APA OSB to Both Sides With and(2)Row 0.131" z 9 3 x 2-3/8"Nails at 3"c/c Into All Members As hown 18.00 12 1 3x8�/ � 11 0 o� 6x7= 4 � � -I I I- � r � 5 �V 8 � 12 6 5 2x4 II x4= 8_� 3x = 2x4 I I , 3-4-9 9-7-7 14-10-12 ' 3-4-9 ' 6-2-15 53-5 Plate Offsets(X,Y)- [2:0-6-4,0-2-12�,[4:Edqe,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.04 6-7 >999 360 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 6-7 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code MNSRC2015/TP12007 Matrix-S Wind(LL) 0.00 6-7 >999 240 Weight:991b FT=20% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SPF 1650F 1.5E'Except` TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except T2:2x6 SPF No.2,T3:2x4 SPF 2100F 1.8E end verticals,and 2-0-0 oc purlins(2-6-7 max.):23. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF Stud'Except* WEBS 1 Row at midpt 2-7,3-6 W3,W4:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 8=876/0-5-8 (min.0-1-11),5=876/Mechanical Max Horz 8=-238(LC 6) Max Uplift 8=-5(LC 6) Max Grav 8=1078(LC 28),5=1209(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-742/89,2-9=-424/116,9-10=-424/116,3-10=-424/116,3-11=-679/39,4-11=-1113/6, 1-8=-1052/16,4-5=-1160/0 BOT CHORD 7-12=-110/382,6-12=-110/382 WEBS 2-7=-368/120,1-7=-64/583,4-6=-65/428 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live ioad 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,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. _ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 8. � ��+a��r�y ��+f�g�rr, �� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��.� � �� p�� LOAD CASE(S) Standard � �- �� u#�' �?�"-� � w:�d �i t �e� :a c�.aPp ��;;.�t�ad i�i�t ti��;��ni �,�,�a= ,.r�r t� ur«ra ;� ti`� �:� rr�:;:��' � �� ': �iEw"iF1fC:7�f�Y� r4s�. +��#,?� � PER201441 � 06/25/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 3 of 4 Job ♦ Truss Truss Type Qty Ply PER201441 RSG CAL.DUAL PITCH 2 1 Job Reference o tional 8.400 s Mar 10 2020 MiTek Industries,Inc. Thu Jun 25 1729:39 2020 Page 1 ID:Oa0U1 Hqb7t?aejCW NvIgURz50dL-C4tPKa0NLUJxoFr5s39eK43qb81T1 sr02bjiwez2gQg 5-5-5 11-73 16-70-6 21-10-6 27-4-0 31-4-0 5-5-5 6-t-15 533 5-0-0 5-5-10 4-0-0 Scale=1:57.7 �x8% sxs= Repair To Cut Bottom Chord For 12"Wide x 4"Tall Opening Centered 7.00 12 2 18 is 20 3 at12-0-0 From Left End 5.96 12 Trim Neatly » 21 16 3x4� Attach 7/16"24/16 APA OSB to Both Sides With and(2)Row 0.131" 5x5� 4 x 2-3/S"Nails at 3"c/c Into All Members As Shown 1 22 4x7� W4 5 3x4� 6 `P 0 W o� 5x5� Z3� — 7 c� — I —I I I 9 O S N 15 24 �4 25 �3 12 26 11 10 9 3x4= 4x8= 3x4= 3x4= 3x4= 4x10= 4x12.5 M111611 �_ 5-5-5 ,__ 11-7-3 , 16-10-6 , 21-10-6 , 27-4-0 � 5-5-5 6-1-15 533 5-0-0 5-5-10 Plate Offsets(XY)– [2:0-2-1,Edge],[3:0-1-12,0-4-0],[5:0-3-8,Edge] p:0-2-4,0-1-12],[9:03-8,Edpe],[10:0-3-8,0-2-0� LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.09 11 >999 360 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.16 11-13 >999 240 MII16 127/82 �CDL 10.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.05 9 n!a n!a BCLL 0.0 ' Code MNSRC2015/TPI2007 Matrix-5 Wind(LL) 0.02 11 >999 240 Weight:169 Ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E`Except* TOP CHORD Structural wood sheathing directlyapplied or4-1-11 oc purlins, except T2,T4:2x6 SPF No.2 end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W EBS 2x4 SPF Stud`Except` 6-0-0 oc bracing:9-10. W3,W4,W5,W2:2x4 SPF No.2 WEBS 1 Row at midpt 2-14,3-14,4-13,1-15 MiTek recommends that Stabilizers and required cross bracing be instaVled during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 15=1459/Mechanical,9=1889/0-5-8 (min.0-3-13) Max Horz 15=-245(LC 12) Max Uplift 9=-74(LC 14) Max Grav 15=1792(LC 31),9=2422(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-Ail forces 250(ib)or less except when shown. TOP CHORD 1-16=-1098/99,16-17=-910/103,2-17=-857/117,2-18=-786/128,18-19=-786/128, 19-20=-786/128,3-20=-786/128,3-21=-1345/116,4-21=-1531/91,422=-1830/61, 5-22=-1962/49,5-6=2136J41,6-23=-2266/20,7-23=-2285/0,1-15=-1741i98, 7-9=-2369/226 BOT CHORD 14-25=0/1220,13-25=0/1220,12-13=0/1757,12-26=0/1757,11-26=0/1757,10-11=0/1861 WEBS 2-14=-335/101,3-14=-813/55,3-13=0/831,4-13=-893/63,6-10=-503/42,1-14=-57/1189, 7-10=0/1976 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;6=45ft;L=27ft;eave=4ft; Cat.II;Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-5-5,Exterior(2)5-5-5 to 8-5-5, Interior(1)8-5-5 to 11-7-3,Exterior(2)11-7-3 to 14-7-3,Interior(1)14-73 to 31�-0 zone;cantilever left and right exposed;end verticai leR and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs � ��+ ��+�� }��r'z�, �� nonconcurrent with other live loads. ��,� � ,�� ,��Kf�� 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. �� '�=`��'�� 7)This iruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,� � �y,� ��k,�,� ��y� py� 8)*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 wi fit between the bottom chord and any other members,with BCDL=10.Opsf. �'� �"��' �� '� 9)Refer to girder(s)for truss to truss connections. �_,� ' ,.�� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint 9. LOADCASE(S) Standard ��,;;,i� � i!�'�`��t►i� ��c{ �RF�F$kt;A�:+�r� E�94 b z2fi14TT PER201441 � 06/25/2020 P.E.Robbins 1777 State Route 167 Victoria lL 61485 4 of 4 .lob Truss Tn188 Ty� ab PiY JK s SONs/THe 3EOluNn t894F1 FIREPLACE PEPAiR3 F4A FLOOR 1 1 R II 4�d�Lm��M'XHG l�Rtlr IMucMne I..n Yev�Ynr 1R!R•MI�'RMR Gfnw 1 Job TtuSs Trtl�Type �Qiy Ply JK 3 SONS/THE SEqUOIA 7H94F7 FNtEP{ACE REPAIR3 F4 FLQOR ! 1 b 831G sN�y Y2 2019 Mlrek lm6adlas,Inc.Mon Msr 1818:00:92 2020 p�1 IDs3UYFRrYgY3v293U8greR6zygvK_PZ1b9jIQM4Ylfa0$�INNaBFY.��'I6WsOp7WSv�'aR�NeJ�aJID a�-a H��,� 2� , Repair for Additlanal Fireplace Loading ce��123.8 Attach 23132"48/24 APA OSB to Botti Sides With 7�O�o PL400 Glue Contact ant! (1 j Row 0.131"x 3"Nails at 3"cla into All Memi�rs As Show� �.5�i!I 3xa II 1.5x3= 4x4= 1.5fc3 II 9x4= 1.S�c3 II 3x4= 2c6= 1 2 3 4 5 6 7 ,Z _ _ 1 I 1= -I I 1=I I �� - � (--I 1 ( I( I�`� N � �i I I I-I I I�� ( �� 9 9x6= 3fi6= 3�t6= 3)AQ— 2-0-0 3-8-0 &25 147-9 9-25 5-�-4 PIabB OHseffi tX,l�— [13:0-1-8,0-7-0] LOADIN�3(paf) SPACIN6- 1-7-3 CSI, DEFL in {�oe) I/defl Ud PLATES GRIP FCLI. 40.0 Plate Giip DOL 1.Oq TG 0.?1 Vert(LLj �_04 5-10 �999 B00 MI'20 197h44 TCOL 10.0 Lumber OOL 7.00 BC 0.38 VeA(TL) -0.18 S-9 >945 36U BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code MNSftC2015lfP1200F NfaMxS We�ht 661b FT=2Q%F,11� LUMBER- BRACING- TOP CHORD �SPF 165UF 1.5Efflat� TOP CHORD Structurel wood sMesthing dire�1ly applied or 6-0-0 oe purlins, except BOT CHORD 2x4 SPF 1850F 1.Sf(flat) �td verUt�ls. WEBS 2x4 SPF Stud(flatj BOT GHORD Wgid ceiiing direcUy apptied or 1U-0-0 c�6rearg. REACTtOp3. (Iblsize) 71=883/fl-8-14 (min.0-1-8�.8=6821Q38(min_t3-t-8) FORCES. (Ib)-Me�c.CampJA7e�r.Ten.-All forces 250(Ib)or less a�ept when shovm. TOP CHORD 2-3=-1S03I0,3�1=11U3/0.45=1259�,5-6�9259/0 BOT CHORD 10-1 t�t518,9-1D=0113t$,6-9=0t826 WEBS 4-t�-266/0,2-10�1731.2-11=8f�10,8-9�l540,6-8=897l0 NOTES- 1)Recommend 2x8 shongbaeks.on edge�$�aaad at 10-0-D�and fa�er�i to�ch tvss wNh 3-1E1d(0.151'X 3"j neiGs. Stron9backs to be attach�!ta walls at tl�etrau6sr ends or restralnad by elhet m�r�. LQAD CASE($� Starkfard �� a.t�m ea,+.'r i1�t e:.tf pt�`e't.. ��r,+ g�a�+�L c� e r� .c�z prg;1arA�� 1 ?�D . �^-,�` '� ., , �gr-,.'1�" f 4�tj 4'."�`$ � qEt ��4�A�.r�� I�`� t �'t,�*;�sh � ..szrtt ....,�� i�-� �':Yr1�:,� �i�'� �� .;..J+: :�`;.�+� t ��6��•�§ �'� �a�aat.;aa�+� n�s ��t�� PER200644 � 03l16/2020 P.E.Robbins 1777 5tate Route 167 vctorie f�61485 1 of 5 .ron rn,ss rn,ss�ryPe cxy Piy �rc a soNs�,r+E sEauow 7894F7 FlREPUICE RERJUR6 F4 FLOOR 1 1 b 1�y ID.�e3UYfRrY9�Z�iUBgceRB�rygvK_PZ1b9�lKMItl1��03N�r�bB�FVABb4hW�1p7WwGFi�Me�ID 0.7-8 H, �� 2� � RepairforAdditional Fireplace Loading � 2$_13 o,�,a ��sral§=1�3.s Attacfi 23I32"48/24 APA OSB to Sath Sides With 100°10 PL4Qd Glue Cor�tact arul (1)Raw 0.131"x 3"Nails at 3"c/c into IU1 Members As Shrnvn 7,sx3 II 3�c4 II t.5ac3= 4fc4= 1.5�C9 II �4= 1.5�c3 I I 3�c4= �_ 1 2 3 4 5 S 7 ,z � i �-:=i��=i� ' - a � � �iiiiiFiii�i iii i � 10 9 3x6= 3x6= 3fc6= 3x10= 2-0-0 3�6-0 9-2�& 147-9 � 9-2� ''4 � Plate ORsets(X,1�— [13•0-1-8!Y3-Ol LAADING(ps� SPACIMG- 1-7-3 CSL DEF1.. 6t (loc) Ndefl Ud PLATES GRIP TCLL 40.0 Plate Gr�DOL 1.�0 TC 021 Vert{LL) -0.04 9-10 >999 �0 AdT20 197/1Q4 TCDL 10A Lumber DOL 1.OD BC 0.38 Vert(TL) -0.18 8-9 >945 360 BCLL 0.0 Rep Str�s Incr YES WB 0.36 Norz(TL) OA2 8 nfa n/a BCDL 10.0 Code MNSRC2015ii'P12007 MatrizS W�ghE�ib FT=20%F,1195 LU#ABER- BRACING- TOP CHORD 2z4 SPF 1650F 1.5E(flat} TOP CHf)RD Structural woad ahea�ing dtrecay sppl�d or B-p-0 ac pudina, except BOT CHORD ?x4 SPF 1850F 1.5E(flatj end ueAicals. WEBS 2x4 SPF Stud(flat) B07 C}#URD Rigtd c�ling diredly applted w 1fY-0-�ue!�t'adti9. ReacrroNs. pwsae� 11=682/Q-6-1A (min.0-1-EtJ,e�2�o-�-e ;m�n.a�-ej FORCES. (14)-Mex.CompolNax.Ten.-Ali forces 250(Ib)or less e�apt when shown. TpP CFIORD Z-3=11Q310.3-4=1 t43/0.45=125�Q,58-9259/0 BOT CHORD 10-11�/518,9-1�W13t8,8-8�}1826 WEBS 41�-286/0.2-10�1T31.2-11=-8fl8l0.6-9=0l54Q,H�-997/0 NOTES- 1)R�ommer�d 2xH stror�backs,an edge.spaa�at 1�-fl-D�ar�d faate�d to�ch trues wNh 3-1�d(�.131'X 3"j nelis. Sbo��lts to be atteched ta walls et their ou6er ends or restrslned by ather m�t�. Lt3AD CASE(S� Standard G hn.�;r��y +!�e�.��t. r� �a�+. rr�<e{�us �cs¢�s��a+f�S� � �• .,.� �. -.,..- �a�� t�e�i�+ � �n a cf�y tka�.�asd � �� ur� ..�:� i�C �r3� �a�a ..� v�€t;��r� e �+.�'�i��"�i§ a�4i� �S.'�14r:iSl*}n n� �JW�7 PER200644 � 03/16/2020 P.E.R�bins 1777 State Route 187�ctarie lL B1485 1 of 5 Joe russ huss Type Uty piy JK 3 SQNS/THE SE{tU01A 1D94F1 FIREPLACE REPAIRS F4D FLOOR 1 7 Job 8.310 s May72 2049 Ml�ek Irdurblas.Ine.Ma�Mar 7618�2:88 2�Pa�1 ID:e3UYFRrYgt3vZ93U6gret�zygvK-tkFh6vmFrE�4KqqL�hS 3AeRjpEEQFPpB7�vae12U a» Repair for Ad�li4onai Fireplace Loading �it1.3��E'�-1 n Attach 23/32 48f24 APA(JSB to Both Sides W ifih 100°fi�PL400 Glue Contact and s�=��az (1)Row 0.131"x 3"Nails at 3"c%into Alf Members As Shown ex�n ,,s�a n ,.sacs n 1,5x3= 4x5= 1.5�e3 II 3x4= 1.s�A I I 3x4= 3x8 FP= 3ocs= t.5�Q= 1 2 3 4 5 6 7 8 9 1d 11 1S — � -� ( y � � -� � �_ 7 76 15 14 13 Tu12= 3�c6 FP= 3x8= 4x7= - 3x6 s 4x7= � 157-1 20�8-5 'IS7-1 5-2.{ Plate OHsets tX M- t1'0-0-0 0-0-121 f2'Q-1-6 Edael f18•Fsi�e 0�-1-81 [t9'fl 9-8,0-U-81 � LOADING(psfj SpAC(qG- 1-7-3 C$L DEFL in (bcj Udefl Ud PLATES GRIP TCLL 4Q.0 Plate Gdp DOL t.OU TC 0.21 VeR(LI.� -0.9S 14 aggg 600 MT20 797/144 TCDL 10,U Lumber DOL 1.00 9C Q.57 Vert(TL) -0.31 1415 �'i 360 BCU. OA Rep Stress lncr YES WB 0,53 Hort{TL) 0.07 72 Ne Na BCQL �U.O Gode NRVSRC2015fi'?I2UQ7 Wiatrix-S Wetght 921b FT=2Q%F.1 t9; LUMBER- BRACING- TOP CHORD ac4 SPF 165pF 1.6Efflat} TOP GHdRD Structurat wood sheathin9 dlr�tly sp�fed or 6-Q-0 oc purif�, except BOT CHORD 2x4 SPF 185UF 1.5E(Aat} �d�ry�y, W EBS Zx4 SPF Stud($et) 80T CHORD Wgid wiGng directly eppl�d or 10-0-0 oC brac{ng. REACTlOI�. (Ibfstze) 98=9�U0-S8 (min.0.7-BJ,12=980/0 2-D �rnin.0-1•8) FORCES. (Ib)-htax.CompJM�.Ten.-Aii iort�s 250(�)a less�a�ep!when shawn. TOP CF[OFtD 2�=2SB1�.3-4=-F142/tl�4-5=21421tl,5-6E-272f�3�&7=27261t1,7-8=-204210,9-9=-204?!0.9-1�-2042l0 BOT CtfORi] 17-18=0l�,i6-1T�/1342.T5-t6--0t1342,1A-15--EM25fi9.13-1d=0125�9.12-13�11188 WEBS 7-13=-597/0.7-f4=0/Z�9,5-15---533/U,3-15�N1040.317�134310,2 i7=4/899,2-9�1124/Et,1U-12=1468/0, 10.1�Of1�6 NOTES- 1)Provide mechenical mnnactlan(by othe►s)cf truss 6a bMring piate at Jc�fnt(s)12. 2)Recammend 2x6 ehongbscks,on edge,spaced at 1Q-0-0 oc 81�!feste�Aed��ch huss with 3-yEld(U.13i°X 3')nails.8ttongbaeks to be attached ta watls at tlretr ouperends or restrained by other mear�, LOAp GASE(S) Standsrsl � h��y u+�°•,+� �r*�x i�a. �rt� ��a++. �a "�c�n..�: pa�ck��'d�`c . *Yr . �::P" .�. _..__ a<�t�,...,Y,kt �}�4�"3 �:.tF't I :3t�t :� �;„�� e�sil?�1�1'fFtF �16x-s,:#:t� :.�.��f�1tt ..:�f�".*t (S,'t'xCi i:'� L`t ` i� *`!^r'";`.�� C ��+�4?��S �e: ��,rt€.ut`;:�� n� [�c.MC7�_ PER2DO6A4 03/16/2020 P.E.Robbins 1777 S�te Route 167�c�ria l�61485 3 af 5 Job Tn�s Tnres Type ly JK R SONS/7ME SEGU4IA 1B94F1 PIREPkACE REPAIRS F4E FL06R 10 1 Job erxe o H.310 s Msy 47.2019 MITak IndlaMes,UW.1�k�r'18 te37:14�Paga 1 ID:e3UYPRtYg12vi93U8greR6'zygvl4-2ntOB??lZTrnN8CpV7ISqaut2l NrP4s2qORkFtYrairf2 -&13, 2Sd 0�8. �--� Repair far Additional Firepiaee Load#ng Attach 23/32"48/24 APA 08B to Btrth Sides W�h 10Q9'o PL4l3U Glue CQntsct and �_��.5 (1)Raw O.t31°x 3°Nails at 3"cFc Into�41I Members As Shovm 7x12= 1.6�c3 II 1.5�A fl 1.Sz3 I I 5�= 1.5�I I 3z4= 3x9 FP= 4x5= 1 S�Gi I I Sx8= 1.:aA= 1 2 3 22 4 5 23 6 7 8 9 10 11 � �-�� '� $ 111= � 18 17 16 15 14 13 3xt tl 7u8= 5�t10= 3x12 M185HS FP= 4x7= Sx10= Ax7= 1.5�Gi�_ 18+1 21-6�5 1&41 5-2� Piareo[r�r�cxn- r�zr�eo-�-si t�e:�daea�-e� LOADING CP�1 SPACING• 1-7�3 CSi. DEFL. in (loc) Vdefl lJd Pi.A7ES GRIP TCU. A0.0 P�teGripDOL 1.A0 TC 0.84 Yert(LLj -0.18 14 � BOU MT2� 197Ii44 TCDL 10.0 Lum�rDOL 1.00 8C 0.99 Ye�t(Tl) -0.521416 �489 360 Mt8S1iS 197lt44 BClL 0.0 Rep 9tress Incr NO WB 0.85 Hoa(TL) D.OB 12 nla n/a BCDL 14.0 Code MNSRG2015�TPIZ007 MatrixS We�ht:95 Ib FT=2Sl°hF,71°.i LUMBER- BRACENG TDP CHORD 2�c4 SPF 2100F 1.8E(6at3'�R�` TOP CHQRD Structure{wood slieatlting direc�y applied er 5-5�7 ac purtins, e�craept T2:�4 SP�1650F 1.5E{flat) end veNcais. BqT GHORD 2x4 SPF 2100F 1.8Ejflaf)'E�epY BOT CHORD Ripid ceiltng direcUp applied�1U-0-it oe bredng, B2:2x4 SPF 1S5dF 1.5E(flat) WEBS 2x4 SPF Shxi(flat)"Except' W2:acq SPF 1650F 1.6E{flaU OTHERS 4x4 SPF No.2{#lat) r�ac�oNs. pn�s�ze) �z=��-z-s tmin.o-�-el.2�=�a�rro-2-s �min.a�-s� FORCES. (lb)-Max.GcmplMax.Tan.-AII forc�250(Ib)or iess except when shocm. TOP CHORD i-2=933/0.2-3=-933/0,3-22=��6/0.4-2?=-99061d,45=39t18f0,r23=-�4669/U, &23---488910,8-7=4689/0.7-�-0669/0,8-9=-3Qt0l0,9-10=3A10/0 BOT GHORD 16-17�i//2564,75.16=0f�F707,1415=Ql4707,13-f4=0/3S5T,12-73=Of1877 W EBS 8-1 3=-118 41U,8-14�f8�),8-14=480l0,5-16=1002/�,416=323l1I.3-t6=d116T7, 3-17=2039/0,1-17�1/t7ZC3,10-12=20T9t0,tU-13�t/1687,1-21=16Q3/0 NOTES- t)Ali piates are MT2Et p(ates unl�s othsraisa indk�tetii. 2)The Fabricatlan Tolerance at Joint 75=11% 3)Bearing ak j�rtt(s)21 wnsi�rs parallel to grain u�ue using ANSIlPPI 1 angle to grain fortn�a. Buildl�desig[�should verif�+capacity of bearing sur�ce. 4)Provide me�hanical sronnecNon(by olhersj of truss to bearing pla�s ai Jo(nt(s)12,21. 5)Load ras¢(s)1,2 hssfiave been m�ified.Buildir�d�stgnermus!review Ioads to verify thetiheyare cartect forihe int0nded use ortthts truss. 8)RecommenQ 2x6 strongbacks,on edge,spaced at 10-0-0 x and fastened to each iruss with 3-70d(0.131"X 3°)nails. Shongbecks ta be aHeched to walis at their outer ends or restrained by oNier m��. 7)CAUTION,Do not erect duss backwards. 8)Hanger(s)or other eonnection device(s)shaU be provided suRicierrt to support concertValed load(s)275 Ib down at 9-7-4 on top cho� The designlselecHon of such conneedon device(s)is the responsislNty of oYhers. � ��,�s.� .��,,,� �� 9)In the LOAD CASE(S)section,toeds appriad�the face M the trtius are noled as fror�t(F�or back(B). tr�s �� =r�=+s�a�tt�k�ed�y LOAD CASEIs) Y �a d, e.� �; ;,r��.,,t�`,-�r�.•, 1)Dead+Floor Live(6alanced):Lumber Increase=1.00,Plate Inerease=1.00 �.j�r i �n x �:�p �a�.a��d r�s Uniform Loads(pl� Vert:12-18=-18.1-22=80.7-22=•155(F=-75),7-11=-80 ^�. �� *�r ;�?+x t��t t�� Coneantrated Loads(Ib) �,� � a,� Vert:23=275(F) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 i�=;:'� e �_�i�'�� :'; Condnued on page 2 ,��p� ' �*»F�t.u�.»n „ry e f PER200644 03/18J2020 P.E.Rotsbins 1777 State Route 167 Vlctoria lL 61485 4 of 5 E .lob niss Truss Type Ply JK 6 8oNs/7HE,sEOtJow 185qFt FIREPLACE REPNRS F9K FLOOR 11 1 ID:e3UYFWYg12vZ43U6gr6Rfiiyrgv14G8}9�ErtE�i7t}Xaiw8UF1��C1R4kH4phiExaalY4 � 25.4 � M�6-8� 0��- RepairforAdditlonal Firepl�e Loading Gase 1 and Case 2 �a��y� A�aCtt 23l32'48124 APA OSB b Both Sldes Wlth 10D%PLd06 Glue Cantast and (1)Fio�v 0.131'x 3"Nalts�3'cic Into Aq A�mbers As Stwwft 5x7= 1.5�A II 6k8=4x7 Il 1.�3 II 3ac4= '�a6 FP= 3x4= 1.5�d!I 3ac4= 4x7 II 1 2 3 4 5 8 i B 9 10 11 12 I 1=1 I �� I I II 19 17 18 15 14 18 5x5= S�= 5x5= �ce FP= 9xtt= 9�_ �.Sx3 IC 4-0-0 � 31i-8 143-2 1610-1D Ti1��7��-�&� i�2J1 �— 3&8—� 10.&10 2d-B 0-��'� Pi�t�tx n- M�aaa2 u-o-m�a�o-3-o.Edq��,ftz�aa��dge1 tts��a�-ey�21��-o-0.o,�-sl LOADING(µ� SPACING- 1-7-3 ESI. DEFL in (bcj i[defl Ltd PLATES GRIP TCLL 40A Plate C,rip QOL 1.00 TC 0.20 Vert{LLj -0A3 15 >999 8F� MT20 19TH44 TCDI 10,Q LumberDflL 1.tf0 9C 0.28 Vert(TL} -D.1014-15 >999 360 BCLL QU Rep Stress i�r YES W B U.39 Hors{TL) -0.01 12 n!a nle BC�L 10.0 Coc�MNSRC2D15/TPI2007 Matrix-S WeighG 84 ib FT=20%F.119k LUMBER- BRAGNG- TQP CHORD ac43RF 185QF 1.5E{flat} 70P CHORQ Structural wood sheathiogdfrectlgappHed ar8-f�=Q�e�dG�ezaept BOT CHOiZD 9c4 SPF 1850F 1.SE(11at) end verdcals. W EBS 2x4 SPP Stud(flat) BOT CHQRD Rigid celli�g directly appNed or 8-0-0 x bracing. � �THERS ?�c4 8PF S'tud(flat) REACTIONS. (1b/size) 12=58d/0-9-14 (irdrt.0-1-8).18=1489t�-5-8 (min.Q-f-B),27=-189/D-5-9 (min.t1-1-8) Max Uplift 21=2�(I.0 4) AAax Grav 12=563(LC 4),14=1189(4C 1),21M8(LC 3) FORCES. (Ib)-Mex,CanpJl�.Ten.-NI foreea 25U(Ibj or less aaccept whsn shovm. T{)P CHORD 2-3�/506,3-4=M515,4-5-'0(255,5-B�R55,&7=-8461D.7-6---848IQ.8-9--846!€Y, 9-10---835/D,10.11=83514,11-12=-838/0 8qT CF{QRd t7-18=515td,18-1?=QlA0.3,t5-18=dN443,94-15=0f875 WEBS 4t8=81T10,2-78=-6i6770,2-19=-i4512B0.9-7�-28910,6-15=Q1908.&17=-8561t1, 417=0f784.12-14�(17fi,1-21=tt/27Q MOTES- t)Untralanced flaor live toads have been coc�sidered hx tdis des�n. 2)ees�ing at jolyd(s>21 mr�f�rs par�li�to srain wa�ua�srng nNs�rrP11 angia m grain iorm�. aui�ding,�eslq�r arw�,�a ver#y caR�r of heaeing surface. 3)Ptovide meshan'�cai connection(by a�ers)ofi truss�s beadna�e cepable otwithstarxlEr�2691b uplift at joinf 24. 4]Recommend�c8 sWr�dcs.on ed9e.spar.ed at 1fl-0-0 oe and fasterred to�ch kuss wlth 3-tQd{Q.13't"X 3")rtatGs.S�gbacks W be aqached Oo walls at tlteir��r ends w�trakied by other means. 5)Gap beMreen fnside af top cFrord b�rirag and flrst diagoaal er verNcal web st�ll nc#eucceed Q.50Wn. 8)CAUTION,Do not erect truss badcwards. 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