Loading...
526 ATLANTIC BEACH CT - TRUSSES • i— Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: J180142 - Riverside Homes /Rummans Res/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Riverside Homes Project Name: Rummans Residence Model: . Lot/Block: 23 Subdivision: ABCC Address: Lot 23 Atlantic Beach Court City: Jacksonville State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 157 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 113591657 rol 3/26/18 18 T13591674 F17 3/26/18 I P, al o g 12 11135916581 F02 1 3/26/18 119 1 T135916751 F18 1 3/26/18 I r a E w I 13 11135916591 F03 13/26/18 120 11135916761F19 1 3/26/18 2 l o �b 14 1T13591660 1 F04 1 3/26/18 121 11135916771 FG01 13/26/t8 t d 2 _ rV 5 113591661 FO4A 3/26/18 22 T13591678 FG02 3/26/fi 8 E e d o 6 T13591662 F05 3/26/18 23 T13591679 FG03 3/26/1 ca o 7 113591663 F06 _ 3/26/18 24 T13591680 FG04 3/26/1 o y,Z' ca a Z w 8 T13591664 F07 g °' d ,2 u, � 3/26/18 �25 �113591681 �FRG01 �3/26/ � � E4 W 1-- w j 1--"- 9 113591665 F08 3/26/18 26 T13591682 FRGO2 3/26/ % tg 8 o 10 T13591666 F09 1 3/26/18 27 1113591683 1 A01 1 3/26/g A o .E 0 0 0 11 T13591667 F10 3/26/18 28 T13591684 A02 3/26/#3 : v Lig L2 11135916681F11 1 3/26/18 129 11135916851 B01 1 3/26/18 1 d t = LI-Li Nib. W ci o 113 1113591669 F12 1 3/26/18 130 1113591686 1B02 1 3/26/18 z cc w 14 T13591670 F13 3/26/18 131 T13591687 1 803 3/26/18 i ti., il a Z LL 115 113591671 F14 3/26/18 32 1113591688 B04 3/26/18 o z , Z 16 1113591672 F15 3/26/18 33 1713591689 BO4A 3/26/18 ' 3 o o a a g 17 713591673 F16 3/26/18 34 713591690 B05 3/26/18 o a a o m to cn m < z S "a- -8.... ..&`_0111111/10/1. ❑ ❑ m = =� The truss drawing(s)referenced above have been prepared by MiTek ��•.`�PEL 1S I'44",,, USA, Inc. under my direct supervision based on the parameters ,. .4 ., provided by Manning Building Supplies. `�•k-;.•\6 E•N 9 .-:/0'� Truss Design Engineer's Name: Magid, Michael .---::::7-N.. No 53681 My license renewal date for the state of Florida is February 28,2019. : * • 1`�— * IMPORTANT NOTE: The seal on these truss component designs is a certification ' 2 that the engineer named is licensed in the jurisdiction(s)identified and that the i 0••. • STATE OF .:44/:-• designs comply with ANSI/TPI 1. These designs are based upon parameters • .e. • A' P..•. 4 shown(e.g.,loads,supports,dimensions,shapes and design codes),which were °' <(\.•••.4. O R \O••• `.` fileen referenMiTek. ce purpose onproly,and was not ct specific information into accoudnt infor the preparationof �'iS;O........ N A,�'' these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Michael S.Magid PE No.53681 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/I-PI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Magid,Michael 1 of 3 RE: J180142 - Riverside Homes /Rummans Res/JK Site Information: Customer Info: Riverside Homes Project Name: Rummans Residence Model: . Lot/Block: 23 Subdivision: ABCC Address: Lot 23 Atlantic Beach Court City: Jacksonville State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T13591691 605A 3/26/18 78 T13591734 J18 3/26/18 36 T13591692 606 3/26/18 79 T13591735 J19 3/26/18 37 T13591693 CO1 3/26/18 80 T13591736 J20 3/26/18 38 T13591694 DO1 3/26/18 81 T13591737 J21 3/26/18 39 T13591695 002 3/26/18 82 T13591738 J23 3/26/18 40 T13591696 003 3/26/18 83 T13591739 J24 3/26/18 41 T13591697 D04 3/26/18 84 T13591740 J25 3/26/18 42 T13591698 E01 3/26/18 85 T13591741 J26 3/26/18 43 T13591699 E02 3/26/18 86 T13591742 J27 3/26/18 44 T13591700 E03 3/26/18 87 T13591743 J28 3/26/18 45 T13591701 GO1 3/26/18 88 T13591744 J29 3/26/18 46 T13591702 H01 3/26/18 89 T13591745 J30 3/26/18 47 T13591703 H02 3/26/18 90 T13591746 J30A 3/26/18 48 T13591704 H03 3/26/18 91 T13591747 J31 3/26/18 49 T13591705 H04 3/26/18 92 T13591748 J31A 3/26/18 50 1T13591706 H05 3/26/18 93 T13591749 J32 3/26/18 51 T13591707 H06 3/26/18. 94 713591750 J32A 3/26/18 52 T13591708 H07 3/26/18 95 T13591751 J33 3/26/18 53 T13591709 H08 3/26/18 96 T13591752 JJ01 3/26/18 54 T13591710 H09 3/26/18 97 T13591753 JJ01A 3/26/18 55 T13591711 H10 3/26/18 98 T13591754 JJ02 3/26/18 56 T13591712 J01 3/26/18 99 T13591755 JJ02A 3/26/18 57 T13591713 JO1A 3/26/18 100 T13591756 JJ02B 3/26/18 58 T13591714 JO1B 3/26/18 101 T13591757 JJ03 3/26/18 59 T13591715 J02 3/26/18 1102 T13591758 JJ03A 3/26/18 60 T13591716 JO2A 3/26/18 1103 T13591759 JJ04 3/26/18 61 T13591717 J03 3/26/18 1104 T13591760 JJ04A 3/26/18 62 T13591718 JO3A 3/26/18 1105 T13591761 JJ05 3/26/18 63 T13591719 J04 3/26/18 1106 T13591762 JJ06 3/26/18 64 T13591720 J05 3/26/18 107 T13591763 JJ06A 3/26/18 65 T13591721 J06 3/26/18 108 T13591764 JJ06B 3/26/18 66 T13591722 J07 3/26/18 109 T13591765 JJO6C 3/26/18 67 T13591723 J08 3/26/18 110 T13591766 JJO6D 3/26/18 68 T13591724 J09 3/26/18 111 T13591767 JJ07 3/26/18 69 T13591725 J10 3/26/18 112 T13591768 JJ08 3/26/18 70 T13591726 J10A 3/26/18 113 T13591769 JJ09 3/26/18 71 T13591727 J11 3/26/18 114 T13591770 JJ10 3/26/18 72 T13591728 J12 3/26/18 115 T13591771 JJ11 3/26/18 73 T13591729 J13 3/26/18 116 T13591772 JJ12 3/26/18 74 T13591730 J14 3/26/18 117 T13591773 KO1 3/26/18 75 T13591731 J15 3/26/18 118 T13591774 K02 3/26/18 76 T13591732 J16 3/26/18 119 T13591775 K03 3/26/18 77 T13591733 J17 3/26/18 120 T13591776 K04 3/26/18 2 of 3 � x RE: J180142 - Riverside Homes /Rummans Res /JK Site Information: Customer Info: Riverside Homes Project Name: Rummans Residence Model: . Lot/Block: 23 Subdivision: ABCC Address: Lot 23 Atlantic Beach Court City: Jacksonville State: FL No. Seal# Truss Name Date 121 T13591777 K05 3/26/18 122 T13591778 K06 3/26/18 123 T13591779 K07 3/26/18 124 T13591780 K08 3/26/18 125 T13591781 L01 3/26/18 126 T13591782 L02 3/26/18 127 T13591783 MO1 3/26/18 128 T13591784 M02 3/26/18 129 T13591785 M03 3/26/18 130 T13591786 M04 3/26/18 131 T13591787 M05 3/26/18 132 T13591788 NO1 3/26/18 133 T13591789 NO2 3/26/18 134 T13591790 NO3 3/26/18 135 T13591791 R01 3/26/18 136 T13591792 SO1 3/26/18 137 T13591793 S02 3/26/18 138 T13591794 101 3/26/18 139 T13591795 102 3/26/18 140 T13591796 103 3/26/18 141 T13591797 1T04 3/26/18 142 T13591798 ITO5 3/26/18 143 T13591799 I T06 3/26/18 144 T13591800 107 3/26/18 145 T13591801 1T08 3/26/18 146 T135918021709 3/26/18 147 T135918031710 3/26/18 148 T13591804 1U01 3/26/18 149 T13591805 1UO2 3/26/18 150 T13591806 1UO3 3/26/18 151 T13591807 1U04 3/26/18 152 T13591808 1 W01 3/26/18 153 T13591809 I W02 3/26/18 154 T135918101 W03 3/26/18 155 113591811 j W 04 3/26/18 156 T13591812 1X01 3/26/18 157 113591813 1X02 3/26/18 3 of 3 Job I Truss ,Truss Type Qty Ply ' Riverside Homes/Rummans Res/JK i T13591657 6- I180142 ;F01 GABLE 1 1 1, I j Job Reference(optional) -__ Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:55 2018 Page 1 I D:2 W flOM3BzaahTOggScXDcczY7Bl-cE2rHd3YUl DdZNso2h64A1 pOm PZxEB5FsZ9JwpzX7Bg 0-1,8 Scale=1:30.5 3x3= 3x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 n « a e o 0 0 _ i 7"k ,, r o +i r d s 1. Q o - - - .-v.-9k..-v.-cr.-.. -.-.- - -- - -•cr lt•Nt•v.-✓:cs-vrrSM•N-.-v.-v.-tt•:•,•!•.M• ❖:S••I..!•N..'Zt•NS•t•Nt•:❖:❖:❖:❖•N'k•M:❖:❖:•.•'M•!:❖:•:❖:•:•:•: 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3= 3x3 3x3 1-4-0 i 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 i 12-0-0 13-4-0 I 14-8-0 16-0-0 I 17-4-0 I 18-3-8 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-11-8 Plate Offsets(X,Y)-- (31:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - rt/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - r1/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 16 rVa n/a BC DL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 18-3-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,28,27,26,25,24,23,22,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)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. 6)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: March 26,201f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 121• Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indivkival truss web and/or chord members only. Adciltlonal temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591658 .1780142 11151 F02 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:56 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-4QcDUz4AE3LUBXR_cPdJjEMRJpi9zY9P5DvsSFzX7Bf 0-1-8 H I 1-3-0 I I 2-3-2 i Scale=1:37.4 5x5= 3x5= 1.5x4= 4x4= 3x5= 4x4= 3x3 H 3x6= 3x3= 3x6 FP= 4x4= 6x6= 1 2 3 4 5 6 2\>:;\ • _'� `I�+\\\ /\J / ♦/\/ \ . ; e \/ • 25 24 23 22 21 20 19 18 17 16 15 14 13 12 3x3= 5x5= 4x4= 3x8 MT2OHS FP= 4x7= 3x3 II 3x3= 3x4= 1.5x4 II 4x4= 5x5= 3x3 II 1.5x4 I 3x3= I 22-3-2 22-3-2 Plate Offsets(X,Y)-- 11:Edge,0-1-81,119:0-3-0,Edge1,[26:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.32 17-18 >819 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.44 17-18 >605 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=1204/0-3-8,12=1211/0-2-6 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-1199/0,11-12=-1204/0,1-2=-981/0,2-3=-2491/0,3-4=-3556/0,4-5=-4274/0, 5-6=-4274/0,6-7=-4149/0,7-9=-3573/0,9-10=-2490/0,10-11=-980/0 BOT CHORD 23-24-0/1852,22-23=0/3145,20-22=0/3145,19-20-0/3958,18-19=0/4274,17-18=0/4274, 16-17=0/3978,15-16-0/3136,14-15=0/3136,13-14=0/1855 WEBS 1-24=0/1438,2-24=-1383/0,2-23=0/1015,3-23=-1009/0,3-20=0/633,4-20=-639/0, 4-19=-24/814,5-19=-397/0,11-13-0/1473,10-13=-1389/0,10-14=0/1008,9-14=-997/0, 9-16=0/674,7-16=-642/0,7-17=0/456,6-17=-564/191 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 4)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. 5)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53881 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 _ WARNING-Varl/y dedyn parameters and READ NOTES ON TMS AND MICLUDED MITEK REPERANCE PAGEAl-7473 rw.1eDN2015 BEFORE USE. - Design valid for use only with MITekO connectors.1Ns design isbased only upon parametersshown,aril h for an hdwidttal balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall t:ndlding design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPII Quality Criteria,DSB-89 and BCSt Bonding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK ♦ T13591659 180142 1> F03 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:58 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-Opk_ve5RmgbCOrbNkggnofRoKcO7RSkiYXOZX8zX7Bd 1.30I 2-3-6 Scale=1:36.8 3x5= 6x6= 4x4= 3x5= 4x4= 1.5x4 II 3x3= 3x3= 3x6 FP= 4x4= 6x6= 1 2 3 4 5 6 7 8 9 10 11 • t . e. • "..44 i 6... . a o � •te/ \ t/-\/ N+ /-\�� \� 25 24 23 22 21 20 19 18 17 16 15 14 13 3x3 I I 5x5- 4x4= 3x8 MT2OHS FP= 3x4= 1.5x4 II 3x3= 3x3= 1.5x4 I 4x4= 5x5= 3x3 I I 1.5x4 II 3x3= 22-0-6 I 22-0-6 Plate Offsets(X,Y)-- 11:Edge,0-1-81,119:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.30 17-18 >875 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.41 17-18 >641 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.07 12 rr/a rVa , SCOL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:124 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=1198/Mechanical,12=1198/0-2-6 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-1192/0,11-12=-1192/0,1-2=-968/0,2-3=-2460/0,3-4=-3503/0,4-5=-4186/0, 5-6=-4186/0,6-7=-4076/0,7-9=-3520/0,9-10=-2458/0,10-11=-969/0 BOT CHORD 23-24=0/1832,22-23=0/3102,20-22=0/3102,19-20=0/3897,18-19=0/4186,17-18=0/4186, 16-17=0/3913,15-16=0/3094,14-15-0/3094,13-14=0/1834 WEBS 1-24=0/1455,2-24=-1371/0,2-23=0/997,3-23=-990/0,3-20=0/619,4-20=-624/0, 4-19=-38/784,5-19=-389/0,11-13-0/1456,10-13=-1373/0,10-14=0/992,9-14=-981/0, 9-16=0/657,7-16=-624/0,7-17-0/445,6-17=-540/198 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 5)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. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE Aft-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.TNs design Is based only upon parameters shown,and Is for an individual buldl ng component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Irrdivkirxl truss web and/or chord members only.Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSf/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591660 A80142 F04 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:59 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-U?IM7_63X j32?AZHXBOKt_46ovNA_LrnB7W 3azX7Bc 1-3-0 i I 1-3-14 3x3= Y 1 3x6= 21.5x4 I I 31.5x4 II 4 Scale=1:11.1 • 9 1.5x4= 9 m 1 3x3 7 6 3x3= 3x3 I 3x3= 4-6-14 4-6-14 Plate Offsets(X,Y)-- [9:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight 31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-14 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=238/0-2-6,5=232/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verity design parameters and READ NOTES ON TINS AND INCLUDED INTER REFERANCE PAGE MA-7473 rev.10/032015 BEFORE USE. Design valid for use oily with MiTek®connectors.This design is based only upon parameters shown,and Is for art Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buNding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal eritsy and property damage. For general grddcnce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591661 A80142 FO4A Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:00 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-yCrkKK7hl Hrwg9lmrFiFt4W FnQFnvSh_?rt4b1 zX7Bb l 1-3-0 1-0-14 3x6 1 3x6= 21.5x4 II 31.5x4 II 4 Scale=1:11.1 ■� N I ,w jUl__Wit' /= 3x3= :/' 7 6 5 3x3= 3x311 3x3 I I 4-3-14 I 4-3-14 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=224/0-2-6,5=224/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 4)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. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 k V WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k- Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Cilterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591662 J;80142 \kF05 Floor 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:01 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-ROP6Yg7J3bznHI KyPyDUQI3HdgRnep08EVcd8TzX7Ba 0-1-8 H F 1-3-0 2-1-0 1 JC 0-10-121 �0-�1 8 ale=1:38.4 5x5= 5x5= 1.5x4= 4x4= 3x6= 4x4= 1.5x4 I I 1.5x4 11 3x3= 3x3= 3x6 FP= 3x6= 4x4= 1.5x4=- 1 1 2 3 4 5 6 7 8 9 10 11 12 • a • o 27 a` / \./_\ / /\/\ / \ / �/," 26 ►I . a �� -e - ee - ^ne RI 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 5x5= 4x4= 1.5x4 I I 3x10 MT2OHS FP= 3x3= 3x3= 3x4= 1.5x4 II 4x4= 5x5= 3x4= 3x3= 4x4= I 22-6-8 22]12 22-6-8 0 -4 Plate Offsets(X,Y)-- 11:Edge,0-1-8],112:0-1-8,Edge),(20:0-1-8,Edgei,[27:0-1-8,0-0-121,[28:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.34 18-19 >794 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.47 18-19 >578 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:128 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. •REACTIONS. (lb/size) 26=1230/0-3-8,13=1230/0-3-8 FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1225/0,12-13=-122510,1-2=-1004/0,2-3=-2556/0,3-4=3662/0,4-5=-4431/0, 5-6=-4431/0,6-7=-4431/0,7-8=-4312/0,8-10=-3678/0,10-11=-255410,11-12=-1004/0 BOT CHORD 24-25-0/1895,23-24=0/3233,22-23=0/3233,20-22=0/4088,19-20-0/4431,18-19=0/4474, 17-18=0/4100,16-17=0/3225,15-16-0/3225,14-15=0/1897 WEBS 1-25=0/1472,2-25=-1416/0,2-24=0/1049,3-24=-1044/0,3-22=0/663,4-22=-676/0, 4-20=0/840,5-20=-446/0,12-14=0/1473,11-14.1417/0,11-15=0/1044,10-15=-1035/0, 10-17=0/698,8-17=-670/0,8-18=0/374,7-18=-385/0,6-19=-296/212,7-19=-434/455 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each buss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MI-7473 rev.10103/2015 BEFORE USE. pat Design valid for use only with MITek®connectors.INs design Is based only upon parameters shown,and Is for an kxdlvldual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatton,storage.delivery,erection and bracing of trusses and truss systems,seeANBVlPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591663 J180142 1 F06 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:02 2018 Page 1 I D2WflOM3BzaahTOggScXDcczY7Bl-vazV108xgv5evSv8zgkjyVbQTDoJNIcHT9MAgvzX7BZ 0-1-8 H I 1-3-0 I 2-1-0 11 0-9-12 011x8 Scale=1:25.2 4x4= 4x4= 1.5x4= 3x3= 3x5= 3x3= 1.5x4 II 1.5x4 11 4x4= 1.5x4= 1 2 3 4 5 6 7 8 o e o 0 • 8 ■ - 19 i I 2 Z . - \ /-\ / /_ o " • e e • 16 15 14 13 12 11 10 3x3= 4x4= 3x3= i.5x4 I I 3x3= 3x3= 4x4= 4x4= 3x3= 15-0-4 { 15-0-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(8:0-1-8,Edge],[11:0-1-8,Edge],(18:0-1-8,0-0-121,(19:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.22 12-13 >814 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.30 12-13 >598 360 BCLL 0.0 Rep Stress lncr YES WB 0.29 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:86 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=806/0-3-8,9=806/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-801/0,8-9=-770/0,1-2=-627/0,2-3=-1492/0,3-4=-1931/0,4-5=-1651/0,5-6=-1651/0,6-7=-1651/0, 7-8=-588/0 BOT CHORD 15-16=0/1178,14-15=0/1791,13-14=0/1791,12-13=0/1953,11-12-0/1651,10-11=0/1200 WEBS 1-16=0/917,2-16=-874/0,2-15=0/498,3-15=-46210,4-12=-542/21,8-10=0/859,7-10=-971/0,6-11=-635/0, 7-11=0/1026 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MO-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK qq TI3591664 JT80142 F07 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:03 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7B1-NnXIzM9ZbCDUXcULW NFyVj8mhdHk6p4Rip5kCLzX7BY 0N8 Scale=1:25.0 3x3= 3x3 I I 1 2 3 4 5 6 7 8 9 10 11 1213 •H a • v • e • e 0 • •. sj — o o 1 o ¢ o - s s I e •b' - • s • e e 1 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3= 3x5= 1-4-0 2-8-0 4-0-0 5-4-0 I 6-8-0 8-0-0 9-4-0 i 10-8-0 1 12-0-0 13-4-0 ( 14-8-0 1,5-:-/t 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 (L4-4 Plate Offsets(X,Y)-- (26:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:78 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 15-0-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)25,14,24,23,22,21,20,19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)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. 6)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 I mese A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and trues systems,seeANSUIPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK tt TI3591665 J780142 F08 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:04 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-rz5FAiACM W LL8m2X44mB1 whxS1 d2rGKawTrHkozX7BX 01118 Scale=1:18.0 3x3 11 3x3= 1 2 3 4 5 6 7 8 9 ' • • • .• o • • • o .1 — — — — — — — ,_ 19 • • • • • • • • • • •: Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 713591666 d80142 F09 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:05 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-J9fdN2Bg7gTCmwdjeolQa8D_W Rg8aekj97arHEzX7BW I 1-3-0 I I 2-t 0 11 0-9-12 I 0N8 Scale=1:24.9 1.5x4 II 1.5x4 H 3x5= 1.5x4= 4x7= 2 3 4 5 6 7 8 / \ /_\ / \/\ • . 18 l °o i—1\71–' ; • 16 15 14 13 12 11 10 4x4= 1.5x4 II 15-0-4 I 15-0-4 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[16:0-1-8,Edge],[18:0-1-8,0-0-12] LOADING(psi) SPACING- 1-2-4 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.21 14-15 >849 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.29 14-15 >621 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 9 ria n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight 87 lb FT=20%F,11%E 1 LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=482/0-5-0,9=479/0-4-12 FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-589/0,8-9=-476/0,1-2=-642/0,2-3=-642/0,3-4=-659/0,4-5=-1116/0,5-6=-1117/0,6-7=-885/0,7-8=-372/0 BOT CHORD 15-16=0/642,14-15-0/956,13-14=0/1174,12-13=0/1072,11-12=0/1072,10-11=0/698 WEBS 1-16=0/942,2-16=-431/0,8-10-0/545,7-10=-517/0,7-11=0/297,6-11=-288/0,4-14=0/258,3-15=0/380, 4-15=-668/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 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. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITFK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. let Design valid for use only with MITek®a connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Bulking Component . 6904 Parke East Blvd, Sdeiy Information avdiable from Truss Plate Institute,218 N.Lee Street,Su lie 312,Alexandria.VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591667 J{80142 F10 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:06 2018 Page 1 I D:2 W fl OM3BzaahTOgq ScXDcczY7Bl-nLD?bOBSu7b3O4CvC V pf7LmAyr7rJ 3GtOnKOpgzX7BV 0-4-0 � I 1-3-0 2-1-0 0-7-41 01 Score=1:25.3 4x4= 4x7 II 3x6 II 3x6 I 13x6 II 3x6 ll 3x3= 3x5= 3x3= 1.5x4= 1 2 3 4 5 6 7 8 9 a i __.•\\•1 0, . 8 \ 7 r_r_e19 0 / /_\ / 51 V • e s e e s 18 17 16 15 14 13 12 • 11 1.5x4 I I 5x5= 5x5= 3x3= 3x3= 1.5x4 II 3x3= 4x4= 3x3= LIQ-4-Q 15-0-4 4-0 14-8-4 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[3:0-3-0,Edge],[9:0-1-8,Edge],[16:0-1-8,Edge],[17:0-1-8,Edge],[19:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.15 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.20 15-16 >865 360 BCLL 0.0 Rep Stress lncr YES WB 0.44 Horz(CT) 0.03 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=791/0-4-11,1=797/0-3-8 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-787/0,1-2=-1058/0,2-3=-1058/0,3-4=-1113/0,4-5=-1816/0,5-7=-1859/0,7-8=-1450/0,8-9=-615/0 BOT CHORD 16-17-0/1058,15-16=0/1615,14-15=0/1953,13-14=0/1742,12-13=0/1742,11-12=0/1154 WEBS 1-17=0/1554,2-17=-1011/0,9-11=0/900,8-11=-855/0,8-12=0/471,7-12=-450/0,4-15=0/317,3-16=0/1228, 4-16=-1404/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t _ 1 _ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE lilt Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual braiding component,not a truss system.Before use,the building designer must verify the applicabiity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is iTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l QualIly Criteria,DSB-89 and SCSI Buiuitng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591668 Jf80142 k F11 Floor Supported Gable 1 1 I _ : :Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:07 2018 Page 1 I D:2W fl0M3BzaahTOggScXDcczY7Bl-FYnNojC4fRkw?Dn61 D KuIZJSDEfi2c00cR3XL7ZX7BU Scale=1:13.0 1.5x4 II 1.5x4 I I 1.5x4 H 1.5x4 I 1 3x6- 2 3 4 5 6 3x3 11 • 1 — 0 ro • • -•- • 12 11 10 9 8 7 3x3 i 3x3 - 1.5x4 1.5x4 I 1.5x4 3x3 II 6-11-8 6-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:40 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 6-11-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)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. Michael S.Magid PE No.53881 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33810 Date: March 26,2018 I mil A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mp-7473 rev.10/03/2016 BEFORE USE. Design valid los use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/tPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I , I Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591669 J180142 x F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:09 2018 Page 1 I D:2WflOM3BzaahTOggScXDcczY7Bl-Cwu8DPEKB2_eFXxUteMMk_Onn2K7W VnJ41Y2Q?zX7BS 1-3-0 1-6-0 01101 128 { I 128 I I 128 I 1-2-8 11 28 I I 128 I I 104 Scale=1:25.0 3x6= 3x3= 13x6= 2 3 4 5 6 7 8 9 10 11 12 HN • • • • • • . .1 ,. • • • • 'E/..,.. — — — — — — 25 e' • o 0 0 -o o 6 23 22 _e•.cc••O•ihiii4l.'ih•!.iilii:i:w';iwiilili isi•i:;cr!.!cc!c•w..:•.00•l:i00:0:: 1i: : : ;: .:;:::J•i:i:•i•4!O':•••:4::: . 3x3 II 3x3= 3x3= 3x3 3x3= 3x3 4-7-8 5-8-12 7-0-12 8-4-12 9-8-12 11-0-12 12-4-12 13-8-12 15-0-12 4-7-8 I 1-1-4 1-4-0 I 1-4-0 I 1-40 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 Plate Offsets(X,Y)-- (25:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.00 23 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 23 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:23-24,22-23. REACTIONS. All bearings 10-6-12 except Qt=length)24=0=5-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,14,15,16,17,18,19,20 except 21=314(LC 4) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. WEBS 4-21=-300/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03.2015 BEFORE USE. 11111 Design valid for use only Witt MiTek®connectors.INs design k based only upon parameters shown.and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guadcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/MI/Tell Quality Criteria,DSS-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty i Ply I Riverside Homes/Rummans Res/JK T13591670 Jf80142 r :F13 Floor !7 1 I I Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.210 5 Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:10 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-g7SW RI EyxM6VshWhRLtbHBxsTSYgFsrTJPIcyRzX7BR 1-3-0 2-1-0 0-10-4 018 Scale=1:25.6 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 4x4-=- 1.5x4 1.5x4 1.5x4 I- 3x4= 3x3= 3x5= 3x3= 1.5x4= 16 2 3 4 5 6 7 8 P---- P- o PiyAkes' P e 19 0 /—\ /\ r—e-,, 9 e e e e I� 18 17 16 15 14 13 12 11 10 3x6 I I 6x6= 3x6 I I 3x6 I I 3x3= 3x3= 1.5x4 II 3x3= 4x4= 3x3= 0-214 15-0-12 0-2-4 14-10-8 Plate Offsets(X,Y)-- (1:Edge,0-1-8),(8:0-1-8,Edge),(17:0-1-8,Edge),[19:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.17 15-16 >999 480 i MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.23 15-16 >772 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(fiat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=815/0-3-8,9=808/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1145/0,8-9=804/0,1-2=-1149/0,2-3=-1149/0,3-4=-1156/0,4-5=-1955/0,5-6=-1884/0,6-7=-1496/0, 7-8=-630/0 BOT CHORD 16-17=0/1149,15-16=0/1588,13-15=0/2026,12-13=0/1815,11-12=0/1815,10-11=0/1180 WEBS 1-17=0/1648,2-17=-413/0,8-10=0/921,7-10=-874/0,7-11=0/502,6-11=-492/0,4-15-0/575,4-16=-905/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 =MI INN I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10W3/2015 BEFORE USE. mi Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication-storage,delivery,erecffon and bracing of trusses and truss systems,seeANSI/1P1I Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria-VA 22314. Tampa.FL 33610 - 'Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591671 J180142 F14 Floor Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:12 2018 Page 1 ID:2Wfl0M3BzaahTOggScXDcczY7Bl-cVaGrRGDTzMD6?g3Ymw3Mc09wFBgjidlmjni1 KzX7BP 1-3-0 2-1-0 0-10-4 ON8 Scale=1:25.4 THA426 1.5x4= 8x8- 6x6= 6x6- 4x7 11 4x7 I I 1 2 3 4 18 5 6 7 8 ® • o • • • / o \\//\i —: --\— — e 6 T 1- 16 15 14 13 12 11 10 0 6x8 II 4x7 11 6x6= 6x6= 15-0-12 15-0-12 Plate Offsets(X,Y)— [1:Edge,03-01,[3:0-3-0,0-0-01,(8:03-0,Edge),[8:0-1-8,0-0-81,(15:0-3-0,Edge),(16:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.17 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.24 14-15 >745 360 BCLL 0.0 Rep Stress!nor NO WB 0.77 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-SH Weight:126 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=1247/0-3-8,9=1028/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1587/0,8-9=-1017/0,1-2=-1935/0,2-3=-1935/0,3-4=-1935/0,4-5=-3402/0,5-6=-3019/0,6-7=-2201/0, 7-8=-889/0 BOT CHORD 15-16=0/1935,14-15=0/3162,13-14=0/3342,12-13=0/2736,11-12=0/2736,10-11=0/1671 WEBS 1-16=0/2716,2-16=-1099/0,8-10=0/1266,7-10=-1183/0,7-11=0/800,6-11=-787/0,6-13=0/417,5-13=-488/0, 5-14=0/310,4-14=0/374,3-15=0/1217,4-15=-2274/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 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. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 5-0-4 from the left end to connect truss(es)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(ptf) Vert:9-17=-10,1-8=-100 Concentrated Loads(Ib) ' Vert:18=-646(F) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 till, a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lW i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Easi Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591672 J180142 F15 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:13 2018 Page 1 I D:2W flOM 3BzaahTOgq ScXDcczY7Bl-4i8f3n HrE H U4j 9 EG6TRJvgZSnfh RSJfv?N W GZmzX7B0 0-1-8 H I 1-3-0 I 1-8-8 0-4-0 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED 1.5x4 I I 3x6 I I 3x6 I I Scale=1:12.3 LOADS AT ITS CANTILEVERED END(S). 2 3 4 1 3x6= • 3x3= 1.5x4 II 8 7 6 5 3x3= 3x3= 0-2-41 4-10-0 5-2-0 2-4 4-7-12 0-4-0 Plate Offsets(X,Y)-- [3:0-3-0,0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT) -0.01 6 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.08 Horz(CT) -0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:33 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=256/0-3-8,4=256/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-250/0 WEBS 4-6=0/271,1-7=0/270 NOTES- 1) OTES1)Unbalanced floor live loads have been considered for this design. 2)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. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown.and Is for an indialdual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/of chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591673 J)80142 ' F16 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:14 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-Yui 1 G7IT?bcxLlpSgByYR 15c7300Bmp2 D1 Gp5DzX7BN 1-3-0 1-11-0 3x6= Scale=1:12.3 1 3x6= 21.554 11 31.5x4 II 4 • 1 ! :\117 6 3x3 3x3= 3x3 I 3x3 I I 5-2-0 I 5-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.01 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 i Code FBC2017/TPI2014 Matrix-SH Weight:34 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=270/0-5-12,5=270/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 1-8=-265/0,4-5=-265/0 WEBS 4-6=0/293,1-7=0/293 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) 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. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,arid is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatk>n.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Cdterfa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591674 J)80142 x F17 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 6 Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:15 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-04FPUSI5muknzSOeDuTn_FejeTEvw1 DCSh?MdfzX7BM 1-3-0I 0-5-4 Scale=1:17.1 7x10= 6x6= 4x7 I I 3x6 I I 3x6 I I 4x7 II 6x6= 7x10= 1 2 3 17 4 5 18 6 19 7 i 1 .... --- ''' 'NNNN<NNN, sNNNNN7. , .."7. , "?.' 1 I I� 015 14 • 13 12 4x7 I i1 6x6= • 10 8x8= 8x8= 6x6= 4x7 I I 3x6 II 3x6 II 9-2-4II 9-2-4 Plate Offsets(X,Y)-- [1:Edge,0-3-0],[2:0-1-8,Edge],[3:0-3-0,Edgel,[5:0-3-0,0-0-01,[6:0-3-0,Edge],[7:0-1-8,Edge],[8:0-3-0,Edge],[10:0-1-8,Edge],[11:0-1-8,Edge],[12:0-3-0 ,Edgel,[13:0-3-0,Edgel,[14:0-1-8,Edgel,f15:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (oc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.06 13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.08 12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.02 9 rt/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-SH Weight:82 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=1989/0-4-0,9=1784/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1968/0,8-9=-1769/0,1-2=-2311/0,2-3=-3617/0,3-4=-4139/0,4-5=-4139/0, 5-6=-4139/0,6-7=-3699/0,7-8=-2127/0 BOT CHORD 14-15=0/2311,13-14=0/3617,12-13=0/4139,11-12=0/3699,10-11=0/2127 WEBS 1-15=0/2977,2-15=-1864/0,2-14=0/1713,3-14=-1118/0,8-10=0/2740,7-10=-1703/0, 7-11=0/2061,6-11=-1322/0,6-12=0/612,5-12=-438/0,3-13=0/713,4-13=-361/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(Ib) Vert:2=-697 17=-697 18=-697 19=-697 Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cal 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E 1 I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must vedry the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PlI Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591675 JI80142 s F18 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:16 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-U HpnhoJjXCseaczgnc_OXSBwmtg?fe?LhLIwA5zX7BL 1-3-0I I 2-0-8 Scale=1:14.7 6x6= 3x6 I I 3x6 I I 6x6= 1 11 2 3 12 4 • • NNN----7, NNNNN, /77-1 1 ` • a 94x7 II 8 3x6 II 73x6 II 64x7 II 5 3x6 I I 3x6 II 1-6-0 6-3-8 7-9-8 1-6-0 4-9-8 i 1-6-0 Plate Offsets(X,Y)-- 17:0-3-0,0-0-01 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.02 8 >999 480 M120 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.02 8 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.23 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(ftat) except end verticals. WEBS 2x4 SP No,2(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1247/0-5=8,5=746/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1238/0,4-5=-735/0,1-2=-622/0,2-3=-1186/0,3-4=-609/0 BOT CHORD 8-9-0/1186,7-8=0/1186,6-7=0/1186 WEBS 4-6=0/799,1-9=0/815,3-6=-772/0,2-9=-755/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-4=-100 Concentrated Loads(lb) Vert:1=-532 3=-156 2=-156 11.156 12=-165 Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M9-7473 rev.1010312015 BEFORE USE. • Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalon available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 713591676 J180142 l• F19 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:18 2018 Page 1 ID:2WfIOM3BzaahTOggScXDcczY7Bl-RfxY6UL_3p6Mgw7Dv11 UctGGPgKl7Zhe8eE1 E_zX7BJ 0-4-0 I-I I 1-3-0 I 1-8-12 kL8 Scale=1:17.1 3x6 II 1.5x4 II 1.5x4 II 1.5x4= 1 2 3 4 5 6 7 oI . o Npr — — — 14 r. :\ \ 0 .D o e ® 13 12 11 10 9 1.5x4 I I 0-4-CIi 1-8-8 8-8-4 10-2-4 0-4-0 1-4-8 6-11-12 1-6-0 Plate Offsets(X,Y)-- 114:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.04 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.15 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 1 Matrix-SH Weight:59 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=525/0-4-12,1=532/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-522/0,1-3=-363/0,3-4=-815/0,4-5=-815/0,5-6=-815/0,6-7=-375/0 BOT CHORD 11-12=0/670,10-11-0/815,9-10=0/693 WEBS 7-9=0/545,1-12=0/542,6-9=-505/0,3-12=-492/0,6-10=0/311,3-11=0/328 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 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. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t, I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/932016 BEFORE USE. Nut Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the braiding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek: Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591677 J180142 s FG01 Floor Girder 1 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:19 2018 Page 1 ID:2W fIOM3BzaahTOggScXDcczY7Bl-vsVwJgLcg7EDR4iPSkYj85pS74h6syxnNlzamQzX7Bl 1-7-10 1-10-1 I 2-0-0 1-10-1 Scale=1:17.6 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 1.5x4 II 1.5x4 II 3x4= 1 3x4= 2 3x4= 3 4x4= 4 15 5 6 • • aD 13 5x151— 14 5x5= 8 5x5 1 3x5 H I 5x5= 3x5 II 2-0-14 4-0-0I 10-8-5 2-0-14 1-11-2 6-8-5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.01 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.03 8 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight:134 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:9-10. REACTIONS. (lb/size) 12=616/0-5-4,7=1988/0-3-3,10=3678/0-5-8 Max Gray 12=661(LC 3),7=1994(LC 4),10=3678(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-447/0,6-7=-1249/0,2-3=0/449,3-4=-2073/0,4-5=-2073/0,5-6=-2073/0 BOT CHORD 9-10=-449/0,8-9=0/2073 WEBS 3-10=-2287/0,2-11=-469/0,2-10=-701/0,4-9=-1043/0,3-9-0/2900,5-8=-1016/0,6-8=0/2225 NOTES- 1)2-ply truss to be connected together with 10d(0.131W)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)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. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)238 lb down at 1-8-0,and 238 lb down at 3-8-0,and 1480 lb down at 8-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-12=-10,1-15=-418,5-15=-225,5-6=-100 Concentrated Loads(ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Michael S.Magid PE No.53681 Uniform Loads(plf) MiTek USA.Inc.FL Cert 6634 Vert:7-12=-10,1-15=-418,5-15=225,5-6=-100 Date Parke East Blvd.Tampa FL 33610 Concentrated Loads(Ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) Date. March 26,2018 Continued on nage 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanpa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591677 J180142 FG01 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:19 2018 Page 2 I D:2W fiOM3BzaahTOggScXDcczY7BI-vsVwJgLcg7EDR4iPSkYj85pS74h6syxnNIzamQzX7BI LOAD CASE(S) Standard 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-3=-418,3-15=-338,5-15=-145,5-6=-20 Concentrated Loads(Ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-3=-338,3-15=-418,5-15=-225,5-6=-100 Concentrated Loads(lb) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-3=-418,3-15=-338,5-15=-145,5-6=-20 Concentrated Loads(Ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-3=-338,3-15=-418,5-15=-225,5-6=-100 Concentrated Loads(lb) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-15=-418,5-15=-225,5-6=-20 Concentrated Loads(Ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-3=-418,3-4=-338,4-15=-418,5-15=-225,5-6=-100 Concentrated Loads(lb) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-15=-418,5-15=-225,5-6=-20 Concentrated Loads(Ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-12=-10,1-3=-418,3-4=-338,4-15=-418,5-15=-225,5-6=-100 Concentrated Loads(ib) Vert:5=-632 8=-1480(F)13=-238(F)14=-238(F) / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/032015 BEFORE USE. Design valid for use oNy with Mitek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing Mei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPii Quality Criteria,058-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information avdtable from Truss Rate Institute,218 N.Lee Street,Suite 312,Piexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK �f T13591678 J580142 FG02 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:20 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-N231XAM EbRM43DHcOR3yhI LfN U?ebRPxcyj7JszX7BH 1-7-0I 2-0.0 I 4x4= Scale=1:12.5 4x4= 2 2x4 I I 3 2x4 I 4 MW1 I MI I w ■ ■ N INE �►.: 3x4- 9 7 10 6 5 3xa= 1.5x4 H 1.5x4 II I 6-4-0 I 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.01 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.27 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-MSH I Weight:70 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1539/0-8-0,5=1490/Mechanical FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-1438/0,4-5=-1461/0,1-2=-1629/0,2-3=-1629/0,3-4=-1629/0 BOT CHORD 6-7=0/1629 WEBS 2-7=-801/0,1-7-0/1878,3-6=-765/0,4-6=0/1893 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)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. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)214 lb down at 1-3-0,and 214 lb down at 3-3-0,and 214 lb down at 4-7-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase-1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-385 Concentrated Loads(Ib) Vert:6=-214(B)9=-214(B)10=-214(B) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Michael S.Magid PE artNo.53681 Vert:5-8=-10,1-4=-385 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 8904 Parke East Blvd.Tampa FL 33810 Vert:6=-214(B)9=-214(B)10=-214(B) Date: March 26,2018 Continued on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int Design 1�systemvalid .or use Before use,y theth Mileke briding designer Last verify he applicabilitythis design is based only ofdesign parameteshors d pprofor arty cobuilding component,thenot incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek( k always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1Pi1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591678 Jf80142 FGO2 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:20 2018 Page 2 I D:2W fiOM3BzaahTOggScXDcczY7Bl-N231XAM EbRM43DHcOR3yhl LfNU?ebRPxcyj7JszX7BH LOAD CASE(S) Standard 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-3=385,3-4=-305 Concentrated Loads(lb) Vert:6=-214(B)9=-214(B)10=-214(B) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-2=-305,2-4=-385 Concentrated Loads(lb) Vert:6=-214(B)9=-214(B)10=-214(B) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-3=-385,3-4=-305 Concentrated Loads(Ib) Vert:6=-214(B)9=-214(B)10=-214(B) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-2=-305,2-4=-385 Concentrated Loads(Ib) Vert:6=-214(B)9=-214(B)10=-214(B) • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIN-7473 rev.10032016 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual brAWng component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndNidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • TI3591679 J4180142 r FG03 FLOOR 1 2 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:21 2018 Page 1 I D:2 W flOM3BzaahTOggScXDcczY7Bl-rEdgkW NsM kUxhNsoa9aBE W ursuR3Kyg4gcShrJzX7BG 1-9-0 1-9-0 1 3x4= 2 1.5x4 !! Scale=1:10.0 11111u I hl NAILED 4x4= 4 5 3 2x4 II 1-9-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) 0.00 4 .... 480 ! MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 4 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=171/Mechanical,3=173/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5) 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. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10 Concentrated Loads(Ib) Vert:5=-19(B) Trapezoidal Loads(plf) Vert:1=-225-to-2=-201 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10 Concentrated Loads(Ib) Vert:5=-19(B) Trapezoidal Loads(plf) Vert:1=-225-to-2=-201 Michael S.MagidPE 66341 MiTek USA,Inc.eFL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: March 26,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M8-7473 rev.10M3/20/5 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an i dlvkdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 113591680 Jr80142 1 FG04 FLOOR 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:22 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-JQB2ysOU72coJXQ_Bs5QmjRv5Hjo3LfE3GCENIzX7BF 0-11-12 2-0-0 I 3x4= Scale=1:12.3 1.5x4 II 1.5x4 II 1 3x4= 2 9 3 4 I - o 3x4= 7 6 3x4= 1.5x4 I I 1.5x4 H I 5-1-8 5-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.01 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.00 5 n/0 n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:78 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=2094/0-5-0,5=2334/0-4-0 FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-2024/0,4-5=-2210/0,1-2=-2075/0,2-3=-2075/0,3-4=-2075/0 BOT CHORD 6-7=0/2075 WEBS 2-7=-2232/0,1-7=0/3011,3-6=-2296/0,4-6=0/2958 • NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-225 Concentrated Loads(Ib) Vert:3=-1469 9=-1823 Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date, March 26,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1101-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MITeka connectors.Ns design k based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek ekq Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK �f T13591681 A80142 FRGO1 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:24 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-FpIpNXPkeftW YraNFH7urBW AK5FJXE RW XahLSezX7BD 6-6-12 8-7-8 9-5-0 11-8-0 11 2-0-12 l 0-9-8 l 2-3-0 Scale=1:20.2 3x4= 1.5x4 11 3 4 3.00 FIT 3x4% C 2 • 11100 11.111 1.5x4 II 3x6=• • 6 5 0 13 r\ 1 — N .- G 14 7 3x10 11 6x6=HGUS26-2 3x4= 9 2x4 11 5x5= 0-1-12 6-6-12 9-5-0 11-8-0 l 0-4-12 6-5-0 2-10-4 2-3-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.02 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.03 8 >999 360 BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 1 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Wind(LL) 0.01 9-12 >999 240 Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE Lett:2x4 SP No.2 REACTIONS. (lb/size) 7=1353/Mechanical,1=-56/0-5-8,9=2437/0-5-8 Max Horz 1=138(LC 5) Max Uplift 1=-328(LC 18) Max Gray 7=1353(LC 1),1=130(LC 15),9=2437(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/1241,2-3=-399/0,3-4=-342/0,6-7=-301/0 BOT CHORD 1-9=-1187/0,8-9=-1187/0,7-8=0/1086 WEBS 5-7=-944/0,2-8=0/1878,2-9=-1788/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131-x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 cc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 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 will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 328 lb uplift at joint 1. 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Michael S.Magid PE No.53681 11)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-1 Od Truss)or equivalent at 9-9-8 from the left end to connect truss(es)to MiTek USA.Inc.FL Cert 6634 back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 12)Fill all nail holes where hanger is in contact with lumber. Date: March 26,2018 Continued on Daae 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MII-7473 rev.1 04)312015 BEFORE USE Design valid for use only with MiTek®connectors.This design k based only upon parameters shown,and Is for an Individual building component not mil a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591681 J180142 r FRGO1 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 a Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:24 2018 Page 2 I D:2WflOM3BzaahTOggScXDcczY7Bl-FpIpNXPkeftW YraN FH7ur8W AK5FJXERW XahLSezX7BD LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-100,5-13=-100,6-13=-201,7-10=-10 Concentrated Loads(Ib) Vert:13=-200 14=-2079(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-4=-80,5-13=-80,6-13=-181,7-10=-10 Concentrated Loads(Ib) Vert:13=-161 14=-1770(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-4=-20,5-13=-20,6-13=-121,7-10=-30 Concentrated Loads(Ib) Vert:13=-45 14=-916(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=37,3-4=45,5-13=45,6-13=-56,7-10=-6 Horz:1-3=-45,4-5=-15,6-7=25 Concentrated Loads(Ib) Vert:13=-45 14=-625(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=21,3-4=45,5-13=45,6-13=-56,7-10=-6 Horz:1-3=-29,4-5=-36,6-7=-21 Concentrated Loads(Ib) Vert:13=-45 14=-625(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Horz:1-3=1,4-5=43,6-7=10 Concentrated Loads(Ib) Vert:13=-45 14=-621(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-6,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Horz:1-3=-14,4-5=-6,6-7=-36 Concentrated Loads(Ib) Vert:13=-45 14.621(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,3-4=33,5-13=33,6-13=-68,7-10=-6 Horz:1-3=-41,4-5=-49,6-7=32 Concentrated Loads(Ib) Vert:13=-45 14=-625(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=18,3-4=18,5-13=18,6-13=-83,7-10=-6 Horz:1-3=-26,4-5=-34,6-7=32 Concentrated Loads(Ib) Vert:13=-45 14=-625(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-21,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Horz:1-3=1,4-5=9,6-7=17 Concentrated Loads(Ib) Vert:13=-45 14=-621(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-13=-21,6-13=-122,7-10.10 Horz:1-3=1,4-5=9,6-7=17 • Concentrated Loads(Ib) Vert:13=-45 14=-621(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 • Uniform Loads(plf) Vert:1-3=-20,3-4=-20,5-13=-20,6-13=-121,7-10=-10 Concentrated Loads(Ib) Vert:13=-45 14=-817(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=1,4-5=33,6-7=8 Concentrated Loads(Ib) Vert:13=-161 14=-621(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Continued o.Daae 3 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev.10/13/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design IS based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate This design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi el(' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,/4exandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply Riverside Homes/Rummans Res/JK T13591681 JT80142 r I FRGO1 ROOF SPECIAL GIRDER 1 n 1 G ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:24 2018 Page 3 I D:2W flOM3BzaahTOggScXDcczY7Bl-Fpl pNXPkeftW YraN FH7ur8W AKSFJXERW XahLSezX7BD LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-69,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=-11,4-5=-5,6-7=-27 Concentrated Loads(Ib) Vert:13=-161 14=-621(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=1,4-5=6,6-7=13 Concentrated Loads(lb) Vert:13=-161 14=-621(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=1,4-5=6,6-7=13 Concentrated Loads(Ib) Vert:13=-161 14=-621(B) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-100,5-13=-20,6-13=-121,7-10=-10 Concentrated Loads(Ib) Vert:13=-200 14=-2079(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-20,3-4=-100,5-13=-100,6-13=-201,7-10=-10 Concentrated Loads(Ib) Vert:13=-200 14=-2079(B) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-4=-80,5-13=-20,6-13=-121,7-10=-10 Concentrated Loads(Ib) Vert:13=-161 14=-1770(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-4=-80,5-13=-80,6-13=-181,7-10=-10 Concentrated Loads(Ib) Vert:13=-161 14=-1770(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=37,3-4=45,5-13=45,6-13=-56,7-10=-6 Horz:1-3=-45,4-5=-15,6-7=25 Concentrated Loads(Ib) Vert:13=-45 14=-958(B) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=21,3-4=45,5-13=45,6-13=-56,7-10=-6 Horz:1-3=-29,4-5=-36,6-7=-21 Concentrated Loads(Ib) Vert:13=-45 14=-958(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Horz:1-3=1,4-5=43,6-7=10 Concentrated Loads(Ib) Vert:13=-45 14=-954(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-6,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Horz:1-3=-14,4-5=-6,6-7=-36 Concentrated Loads(ib) Vert:13=-45 14=-954(B) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,3-4=33,5-13=33,6-13=-68,7-10=-6 Horz:1-3=-41,4-5=-49,6-7=32 Concentrated Loads(lb) Vert:13=-45 14=-958(B) 26) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase-1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-3=18,3-4=18,5-13=18,6-13=-83,7-10=-6 Horz:1-3=-26,4-5=-34,6-7=32 Concentrated Loads(Ib) Vert:13=-45 14=-958(B) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 4 A 1 __ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1/03/2015 BEFORE USE. mi Design valid for use only with Mitek©connectors.this design Is based only upon parameters shown,and is for an individual buiding component,not a buss system.Below use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek • is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and Buss systems,seeANS1/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591681 J180142 FRG01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:24 2018 Page 4 ID:2W fiOM3BzaahTOggScXDcczY7Bl-FpIpNXPkeftW YraN FH7ur8W AK5FJXERW XahLSezX7BD LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Hort:1-3=1,4-5=9,6-7=17 Concentrated Loads(Ib) Vert:13=-45 14=-954(B) 28)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-4=-21,5-13=-21,6-13=-122,7-10=-10 Horz:1-3=1,4-5=9,6-7=17 Concentrated Loads(Ib) Vert:13=-45 14=-954(B) 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=1,4-5=33,6-7=8 Concentrated Loads(ib) Vert:13=-161 14=-1577(B) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-69,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=-11,4-5=-5,6-7=-27 Concentrated Loads(Ib) Vert:13=-161 14=-1577(B) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=1,4-5=6,6-7=13 Concentrated Loads(Ib) Vert:13=-161 14=-1577(B) 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-4=-81,5-13=-81,6-13=-182,7-10=-10 Horz:1-3=1,4-5=6,6-7=13 Concentrated Loads(Ib) Vert:13=-161 14=-1577(B) 9 i A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MITek®+connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/I1:41 Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591682 J180142 1 FRGO2 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:25 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-k?sBatQNPz?NA?9Zp?f70M2RIVgUGeTgIEQu_4zX7BC 1-6-8 4-1-15 6-3-13 8-7-8 1-6-8 2-7-7 2-1-15 2-3-11 Scale=1:16.4 • 5x5= 5x5= 5x5= 3.00 12 3 3x10= 4 5 6 3x10. 2 1 1 u T _/ i � i HGUS26-2 10 4x10= 9 5x5= 8 5x5= 14 HTU26 7 3x4= 2x4 II 1-6-8 4-1-15 6-3-13 8-7-8 1-6-8 I 2-7-7 I 2-1-15 I 2-3-11 Plate Offsets(X,Y)-- [2:0-3-12,0-1-8],[3:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.03 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.06 9 >999 360 BCLL 0.0 * Rep Stress Incr NO WB 0.47 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL) 0.01 9 >999 240 Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, 3-6:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* 3-10:2x8 SP DSS REACTIONS. (lb/size) 1=1407/0-5-8,7=2089/Mechanical Max Horz 1=48(LC 5) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3249/0,2-10-0/438,2-3=405/0,3-4=-2086/0,4-5=-3561/0,5-6=-2997/0, 6-7.1840/0 BOT CHORD 1-10=0/3118,9-10=0/3561,8-9=0/2997 WEBS 4-10=-1649/0,4-9=-339/0,5-9=0/815,5-8=-1183/0,6-8=0/3334 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 1-0-0 oc,2x8-2 rows staggered at 1-0-0 oc,2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;1=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. • 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 will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to connect truss(es)to front face of bottom chord. Michael S.Magid PE No.53681 11)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 1-8-0 from the left end to connect truss(es)to MiTek USA.Inc.FL Cert 6634 back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 12)Fill all nail holes where hanger is in contact with lumber. Date: March 26,201€ Continued on nave 2 1 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK �f T13591682 J180142 + FRG02 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:26 2018 Page 2 I D:2W flOM3BzaahTOggScXDcczY7Bl-CCQZnDR?AG7En8kl NIAMxZbc2v0j?5jp_uASW W zX7BB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-6=-401,7-11=-10 Concentrated Loads(lb) Vert:10=-105(B)14=-461(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,3-6=-342,7-11=-10 Concentrated Loads(lb) Vert:10=-149(B)14=-368(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,3-6=-166,7-11=-30 Concentrated Loads(Ib) Vert:14=-173(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,3-6=-101,7-11=-6 Horz:1-2=45,2-3=-15,6-7=25 Concentrated Loads(Ib) Vert:14=507(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=21,3-6=-101,7-11=-6 Horz:1-2=-29,2-3=-36,6-7=-21 Concentrated Loads(Ib) Vert:14=507(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-6=-167,7-11=-10 Horz:1-2=1,2-3=43,6-7=10 Concentrated Loads(Ib) Vert:14=511(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,3-6=-167,7-11=-10 Horz:1-2=-14,2-3=-6,6-7=-36 Concentrated Loads(Ib) Vert:14=511(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,3-6=-113,7-11=-6 Horz:1-2=-41,2-3=-49,6-7=32 Concentrated Loads(Ib) Vert:14=507(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,3-6=-128,7-11=-6 Horz:1-2=-26,2-3=-34,6-7=32 Concentrated Loads(Ib) Vert:14=507(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-21,3-6=-167,7-11=-10 Horz:1-2=1,2-3=9,6-7=17 Concentrated Loads(Ib) Vert:14=511(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-2=-21,3-6=-167,7-11=-10 Horz:1-2=1,2-3=9,6-7=17 Concentrated Loads(Ib) Vert:14=511(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-6=-166,7-11=-10 Concentrated Loads(ib) Vert:10=-163(B)14=-90(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-6=-343,7-11=-10 Horz:1-2=1,2-3=33,6-7=8 Concentrated Loads(Ib) Vert:14=303(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 1Continued on nage 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.this design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591682 Jt80142 FRGO2 HALF HIP GIRDER 1 A L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:26 2018 Page 3 ID:2WfIOM3BzaahTOggScXDcczY7Bl-CCQZnDR?AG7En8kINiAMxZbc2v0j?5jp_uASW WzX7BB LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-69,3-6=-343,7-11=-10 Horz:1-2=-11,2-3=-5,6-7=-27 Concentrated Loads(Ib) Vert:14=303(F) 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-6=-343,7-11=-10 Horz:1-2=1,2-3=6,6-7=13 Concentrated Loads(Ib) Vert:14=303(F) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-6=-343,7-11=-10 Horz:1-2=1,2-3=6,6-7=13 Concentrated Loads(lb) Vert:14=303(F) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-6=-401,7-11=-10 Concentrated Loads(Ib) Vert:10=-105(B)14=-461(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,3-6=-401,7-11=-10 Concentrated Loads(lb) Vert:10=-105(B)14=-461(F) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,3-6=342,7-11=-10 Concentrated Loads(Ib) Vert:10=-149(B)14=-368(F) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,3-6=-342,7-11=-10 Concentrated Loads(Ib) Vert:10=-149(B)14=-368(F) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert 1-2=37,3-6=-101,7-11=-6 Horz:1-2=-45,2-3=-15,6-7=25 Concentrated Loads(Ib) Vert:14=-292(F) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=21,3-6=-101,7-11=-6 Horz:1-2=-29,2-3=-36,6-7=-21 Concentrated Loads(Ib) Vert:14=-292(F) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-6=-167,7-11=-10 Horz:1-2=1,2-3=43,6-7=10 Concentrated Loads(Ib) Vert:14=-288(F) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,3-6=-167,7-11=-10 Horz:1-2=-14,2-3=-6,6-7=-36 Concentrated Loads(lb) Vert:14=-288(F) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,3-6=-113,7-11=-6 Horz:1-2=-41,2-3=-49,6-7=32 Concentrated Loads(Ib) Vert:14=-292(F) 26) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-2=18,3-6=-128,7-11=-6 Horz:1-2=-26,2-3=-34,6-7=32 Concentrated Loads(Ib) Vert:14=-292(F) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on Daae 4 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. tut Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ile k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Riverside Homes/Rummans Res/JK T13591682 J180142 FRG02 HALF HIP GIRDER 1 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:26 2018 Page 4 ID:2Wf10M3BzaahTOggScXDcczY7Bl-CCQZnDR?AG7En8kINIAMXZbc2v0j?5jp_uASW WzX7BB LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-21,3-6=-167,7-11=-10 Horz:1-2=1,2-3=9,6-7=17 Concentrated Loads(Ib) Vert:14=-288(F) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-6=-167,7-11=-10 Horz:1-2=1,2-3=9,6-7=17 Concentrated Loads(Ib) Vert:14=-288(F) 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-6=-343,7-11=-10 Horz:1-2=1,2-3=33,6-7=8 Concentrated Loads(Ib) Vert:14=-429(F) 30) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-69,3-6=-343,7-11=-10 Horz:1-2=-11,2-3=-5,6-7=-27 Concentrated Loads(Ib) Vert:14=-429(F) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-6=-343,7-11=-10 Horz:1-2=1,2-3=6,6-7=13 Concentrated Loads(Ib) Vert:14=-429(F) 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-81,3-6=-343,7-11=-10 Horz:1-2=1,2-3=6,6-7=13 Concentrated Loads(ib) Vert:14=-429(F) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ;� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591683 J180142 I A01 Half Hip Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:31 2018 Page 1 ID2WflOM3BzaahTOggScXDcczY7Bl-JdbmFQmV7NB1 hh1 BefhSCzpBQk9yc8TjLgL15CzX7C2 -2-0-0 3-8-13 7-0-0 12-5-9 17-9-7 23-3-0 2-0-0 I 3-8-13 3-3-3 5-5-9 5-3-13 I 5-5-9 Scale=1:42.7 NAILED NAILED NAILED 4x7= = NAILED NAILED 3x4= NAILED 1.5x4 II NAILED 3x8 4 15 16 17 5 18 19 20 6 21 22 7 nn nn © n nn nn 9 nn nn ° ° 7.00 I12 1,5x4 3 I I I I 1 12 nn nn '1 nn nn nn ° nn nn 3 O 1 1 11 23 24 10 25 26 27 9 28 29 8 NAILED NAILED NAILED NAILED NAILED 3x5= 3x4= 6x6= 6x8= 3x6 I I NAILED NAILED 7-0-0 12-5-9 17-9-7 23-3-0 7-0-0 I 5-5-9 5-3-13 5-5-9 l Plate Offsets(X,Y)-- (4:0-5-4,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.20 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, 4-7:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. 8-10:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=1755/Mechanical,2=1720/0-5-8 Max Horz 2=231(LC 7) Max Uplift 8=-799(LC 5),2=788(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2832/1180,3-4=-2672/1152,4-5=-2678/1193,5-6=-1930/870,6-7=-1930/870, 7-8=-1669/813 BOT CHORD 2-11.1140/2398,10-11=-1091/2301,9-10=-1261/2679 WEBS 4-11=-95/666,4-10=-207/520,5-9=-950/441,6-9=-608/489,7-9=-1086/2409 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=799,2=788. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)249 lb down and 283 lb up at 7-0-0 on top chord,and 355 lb down and 142 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Michael S.Magid PE No.53681 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,8-12=-20 Date Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Continued on nage 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appiicabIlty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591683 J180142 I A01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:31 2018 Page 2 ID:2W flOM3BzaahTOggScXDcczY7Bl-JdbmFQmV7NB1 hh1 BefhSCzpBQk9yc8TjLgL15CzX7C2 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-165(F)11=-327(F)15=-105(F)17=-105(F)18=-105(F)19=-105(F)20=-105(F)21=-105(F)22=-105(F)23=-61(F)24=-61(F)25=-61(F)26=-61(F)27=-61(F) 28=-61(F)29=-61(F) • 1 N Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTV('REFERANCE PAGE MI-7473 rev.101032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addlilonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7PI1 Quality Criteria,058-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591684 J180142 a A02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:32 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-np99SIn7uhJuJrc NCMChkAMJH7Xp Ld3tZ U5bdezX7C 1 2-0.0 4-8-13 9-0-0 16-1-8 23-3-0 2-0-0 I 4-8-13 I 4-3-3 I 7-1-8 I 7-1-8 Scale=1:42.4 4x7= 1.5x4 II 3x5= 4 14 15 5 16 6 T B o 7.00 12 1.5x4 Q 3 r •. d. 13 N• 3 2 , 1 ►� 9 8 7 3xs i 6x6= 3x10= 2x5 II 9-0-0 16-1-8 23-3-0 9-0-0 I 7-1-8 I 7-1-8 Plate Offsets(X,Y)-- (2:0-2-3,0-1-8),(4:0-5-4,0-2-01,(9:0-2-12,0-3-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.14 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.29 9-12 >951 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 7 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-11 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-8 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=850/Mechanical,2=972/0-5-8 Max Horz 2=289(LC 11) Max Uplift 7=-425(LC 9),2=-420(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1332/551,3-4=-1108/491,4-5=-846/475,5-6=-846/475,6-7=-786/438 BOT CHORD 2-9=-745/1210,8-9=-558/923 WEBS 3-9=-386/220,4-9=-66/397,5-8=-445/372,6-8=-517/1039 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=425,2=420. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. letil • Design valid for use only with MITekSS connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591685 Jf80142 . B01 Hip Girder 1 1 Job Reference(optional) . Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:34 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-jBHvtRpNQIZcY9mmKnE9gbRflxAppbl9l oaiiXzX7C? -2-0-0 3-8-131 7-0-0 l 11-7-8 l 16-3-0 1 19-6-3 23-3-0 l 25-3-0 2-0-0 3-8-13 3-3-3 4-7-8 4-7-8 3-3-3 3-8-13 2-0-0 Scale=1:45.5 NAILED NAILED 5x5= = NAILED 3x8NAILED 5x5= 4 19 20 21 5 22 23 24 6 9 nn n n nn 7'00 12 1.5x4•:- I t4* 89 112267 2 4x4= 3x8= NAILED 5x5= NAILED 3x8= 4x4= NAILED NAILED I 7-0-0 l 11-7-8 l 16-3-0 l 23-3-0 7-0-0 4-7-8 4-7-8 7-0-0 Plate Offsets(X,Y)-- 14:0-2-8,0-2-11,16:0-2-8,0-2-11,f11:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.16 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.24 11-12 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1846/0-5-8,8=1846/0-5-8 Max Horz 2=151(LC 23) Max Uplift 2=-951(LC 8),8=951(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3075/1499,3-4=-2913/1470,4-5=-2522/1323,5-6=-2522/1323,6-7=-2913/1470, 7-8=-3075/1499 BOT CHORD 2-12=-1169/2611,11-12=-1389/3010,10-11=-1389/3010,8-10=-1146/2608 WEBS 4-12=-396/1015,5-12=-703/388,5-11=-33/397,5-10=-703/388,6-10=-396/1015 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=951,8=951. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)252 lb down and 294 lb up at 7-0-0,and 252 lb down and 294 lb up at 16-3-0 on top chord,and 362 lb down and 171 lb up at 7-0-0,and 362 lb down and 171 lb up at 16-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-6=-54,6-9=-54,13-16=-20 Michael S.Magid PE No.53681 Concentrated Loads(Ib) MiTek USA.Inc.FL Cert 6634 Vert:4=-172(F)6=-172(F)12=-336(F)10=-336(F)19=-113(F)21=-113(F)22=-113(F)24=-113(F)25=-70(F)26=-70(F) 6904 Parke East Blvd.Tampa FL 33610 27=-70(F)28=-70(F) Date: March 26,201E _IM Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. is" Design valid for use only with MiTek®connectors.This design k based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual Muss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK jj T13591686 J480142 B02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:35 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-BOrH4np?BciTAJ LytV IOMp_v8La?Y6YJ FSJ FEzzX7C_ -2-0-0 4-8-13l 9-0-0 I 14-3-0 18-6-3 23-3-0 I 25-3-0 2-0-0 4-8-13 4-3-3 5-3-0 4-3-3 4-8-13 2-0-0 Scale=1:44.9 4x4= 4x7- 4 1819 2021 5 U IM 7'00 12 1.5x4 i 1.5x4 i u 3 6 N ,7J' 17 eill622 7 N N 2 = ly �� 8 0 1 IQ. 10 9 3 i 3x8= 5x5= 3x5 9-0-0 14-3-0 23-3-0 9-0-0 5-3-0 l 9-0-0 Plate Offsets(X,Y)-- 12:0-2-3,0-1-81,15:0-5-4,0-2-01,(7:0-2-3,0-1-81,19:0-2-8,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.16 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.32 10-13 >866 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. WEBS 2x4.SP No.2 REACTIONS. (lb/size) 2=972/0-5-8,7=972/0-5-8 Max Horz 2=184(LC 11) Max Uplift 2=-420(LC 12),7=-420(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1331/600,3-4=-1102/511,4-5=-930/497,5-6=-1108/515,6-7=-1332/599 BOT CHORD 2-10=-375/1137,9-10=-221/899,7-9=-408/1124 WEBS 3-10=-393/222,4-10=-57/345,5-9=-78/354,6-9=-388/220 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 9-0-0,Exterior(2)9-0-0 to 18-7-15,Interior(1)18-7-15 to 25-3-14 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=Ib) 2=420,7=420. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E 1 I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev.10/0311015 BEFORE USE. mit Design valid for use only with MiTek J connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wIh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVlP11 Qualify Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591687 J'P80142 603 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:37 2018 Page 1 I D:2 W flOM3BzaahTOggScXDcczY7Bl-8mz2VTrGj Dy BPcU L?vnsRE38J8HDOuScjmoM HszX7By 14-1-13 1 -2-0-0 1 6-5-12 i 9-1-3 10-0-2111-0-01 12-3-0 13-2-141 I 16-9-4 I 23-3-0 I 25-3-0 2-0-0 6-5-12 2-7-7 la-10-15 1-3-0 b-11-14 2-7-7 6-5-12 2-0-0 0-11-14 0-10-15 Scale=1:45.6 4x7= 4x7= 7.00 7 3x8= 5 6 3x8= of ■ki 4 7 5x10 i 5x10 3 8 00 a, 19 � 9 b 2 _ 'Li' T --- T t ', tg 1 =' 12 11 mi 10 3x5. 5x10= 5x10= 3x5 1 6-5-12 1 16-9-4 1 23-3-0 1 6-5-12 10-3-8 6-5-12 Plate Offsets(X,Y)— [2:0-2-3,0-1-8],[5:0-3-8,0-3-71,[6:0-3-8,0-3-7],[9:0-2-3,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.40 11-12 >691 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.66 11-12 >423 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.03 9 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.27 11-12 444 360 Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. 5-6:2x6 SP No.2,1-3,8-10:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E*Except* 11-12:2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1022/0-5-8,9=1022/0-5-8 Max Horz 2=-215(LC 10) Max Uplift 2=-390(LC 12),9=-390(LC 12) Max Gray 2=1171(LC 18),9=1171(LC 19) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1705/418,3-4=-1298/466,4-5=-284/1402,5-6=-333/1646,6-7=-284/1403, 7-8=-1298/466,8-9=-1704/418 BOT CHORD 2-12=-196/1421,11-12=-196/1421,9-11=-196/1421 WEBS 3-12=0/587,8-11=0/587,4-7=-2991/851 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(])0-11-2 to 11-0-0,Exterior(2) 11-0-0 to 12-3-0,Interior(])16-7-8 to 25-3-14 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=390,9=390. 8)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t 1 NI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design 5 based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding ng of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Mate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591688 ,80142 1 B04 ATTIC 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:38 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-czWajpsuUX411 m3XZdJ5_RcKQYb51JTIyQYvglzX7Bx -2-0-0 6-5-12 9-1-3 110-0.2 11-7-8 13-2-14 14-1-1q 16-9-4 23-3-0 2-0-0 6-5-12 2-7-7 0-10-16 1-7-6 1-7-6 -10-1 2-7-7 6-5-12 6x6= Scale=1:44.1 7.00 12 5 3x8= 3x8= 4 6 / 8 `w 20 5x10 i 19 11 1.5x4 II 5x10 3 7- 410 21 18 8 o 1 2 1- ' I to 10 9 4x4= 5x10= 5x10= 4x4= 6-5-12 11-7-8 16-9-4 23-3-0 6-5-12 5-1-12 5-1-12 6-5-12 Plate Offsets(X,Y)-- (2:0-1-5,Edge1,(8:0-1-5,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.42 9-10 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.66 9-10 >420 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.30 9-10 405 360 Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except` TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. 1-3,7-8:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E`Except` 9-10:2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1027/0-5-8,8=905/0-5-8 Max Horz 2=215(LC 11) Max Uplift 2=-397(LC 12),8=-272(LC 12) Max Gray 2=1171(LC 18),8=1062(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1725/411,3-4=-1315/458,4-5=-233/1027,5-6=-222/1042,6-7.1305/469, 7-8=-1713/420 BOT CHORD 2-10=-253/1410,9-10=-253/1410,8-9=-253/1410 WEBS 7-9-0/589,3-10=0/589,4-11=-2586/813,6-11=-2586/813 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 11-7-8,Exterior(2) 11-7-8 to 14-7-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-10 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=397,8=272. 7)Attic room checked for L/360 deflection. Michael S.Magid PE No.63681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1101.7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTek©connectors.This design 5 based only upon parameters shown,and Is for an individual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPil Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK A T13591689 J.80142 BO4A Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:40 2018 Page 1 I D:2 W flOM 3 BzaahTOggScXDcczY7Bl-YLeA8Vt808KIG4Dwg2 LZ3ShgwM HZD Dy2Pk1 OuBzX7Bv -2-0-0 6-5-12 • 9-1-3 10-0-2I 11-7-8 13-2-14 14-1.1q 16-9-4 23-3-0 2-0-0 6-5-12 2-7-7 0-10.15 1-7-6 1-7-6 -10-1 2-7-7 6-5-12 6x6= Scale=1:44.1 7.00 FlY5 3x8= , 3x8= 4 6 ® 20 5x10- 19 11 1.5x4 I1 5x10 3 7 00 • 1114444ri 000100°."17 21 16 2 �LJ 411; It o 1 = 10 9 4x4= 5x10= Sx10= 4x4= 6-5-12 11-7-8 16-9-4 23-3-0 6-5-12 5-1-12 5-1-12 6-5-12 Plate Offsets(X,Y)-- [2:0-1-5,Edge),[8:0-1-5,Edge) LOADING(psf) SPACING- • 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.42 9-10 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.66 9-10 >420 180 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.30 9-10 405 360 Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. 1-3,7-8:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E`Except` 9-10:2x6 SP DSS WEBS 2x4 SP No,2 REACTIONS. (lb/size) 2=1027/0-5-8,8=905/Mechanical Max Horz 2=215(LC 11) Max Uplift 2=-397(LC 12),8=-272(LC 12) Max Gray 2=1171(LC 18),8=1062(LC 19) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1725/411,3-4=-1315/458,4-5=-233/1027,5-6=-222/1042,6-7.1305/469, 7-8=-1713/420 BOT CHORD 2-10=-253/1410,9-10=-253/1410,8-9=-253/1410 WEBS 7-9=0/589,3-10=0/589,4-11=-2586/813,6-11=-2586/813 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCOL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 11-7-8,Exterior(2) 11-7-8 to 14-7-8 zone;cantilever lett 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf 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. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-10 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=397,8=272. 8)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MI1-7473 rev.10/03.2015 BEFORE USE. mit Design valid tor use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an bdwdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracksg Indicated Is to prevent buckling of individual}MSS web and/or chord members only. Additional temporary and permanent bracing MiTek' ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. Tor general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 --- ------------ ---- --------------- Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591690 J180142 B05 Attic 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:41 2018 Page 1 I D:2 W f10M 3BzaahTOggScXDcczY7Bl-OYCYLqumnSScuEo6Elsoc4E rbmepyfsBeOmZQdzX7Bu 6-5-12 9-1-3 10-0-2. 11-7-8 I 13-2-14 )4-1-13 16- 9-4 23-3-0 6-5-12 2-7-7 0-10-1g 1-7-6 1-7-6 -10-1 2-7-7 6-5-12 6x6= Scale=1:43.1 7.00 12 4 3x8= 3x8= 3 � 5 18 19 5x10 10 1.5x4 !I 5x10 00 rr 17 20 1 7 o _ 9 8 4x4= 5x10= 5x10- 4x4= 6-5-12 11-7-8 16-9-4 23-3-0 6-5-12 5-1-12 5-1-12 6-5-12 Plate Offsets(X,Y)-- 11:0-1-5,Edgel,[7:0-1-5,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.42 8-9 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.67 8-9 >419 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.30 8-9 405 360 Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS`Except* TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. 1-2,6-7:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E*Except* 8-9:2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=910/0-5-8,7=910/Mechanical Max Horz 1=-190(LC 10) Max Uplift 1=-279(LC 12),7=-279(LC 12) Max Gray 1=1064(LC 18),7=1064(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1732/436,2-3=-1321/479,3-4=-249/1050,4-5=-249/1051,5-6=-1321/479, 6-7=-1732/436 BOT CHORD 1-9=-265/1426,8-9=-265/1426,7-8=-265/1426 WEBS 6-8=0/590,2-9=0/590,3-10=-2618/843,5-10=-2618/843 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-8,Exterior(2)11-7-8 to 14-7-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.8-9 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=279,7=279. 8)Attic room checked for U360 deflection. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mei-7473 rev.101032015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the Fielding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSi/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK fI T13591691 J180142 BO5A Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:42 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-UkmxYAvOYIaTVONloTN18HmOL9_2h66Lt2W 7z3zX7Bt 6-5-12 9-1-3 10-0-2 11-7-8 I 13-2-14 14-1-1q 16-9-4 23-3-0 6-5-12 2-7-7 0-10-15 1-7-6 1-7-6 10-1 2-7-7 6-5-12 6x6= Scale=1:43.1 7.00 ITY 4 3x8 3x8= 3 5 18 19 5x10 10 1.5x4 I I 5x10 00 t� ,7 20 7 1--11 it -I - - 0 9 8 4x4= 5x10= 5x10= 4x4= 6-5-12 11-7-8 16-9-4 23-3-0 6-5-12 5-1-12 5-1-12 6-5-12 Plate Offsets(X,Y)-- (1:0-1-5,Edge),17:0-1-5,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.42 8-9 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 ' Vert(CT) -0.67 8-9 >419 180 BCLL 0.0 * Rep Stress incr YES WB 0.84 Horz(CT) 0.03 7 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.30 8-9 405 360 Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS`Except' TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. 1-2,6-7:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E*Except* 8-9:2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=910/Mechanical,7=910/Mechanical Max Horz 1=-190(LC 10) Max Uplift 1=-279(LC 12),7=279(LC 12) Max Gray 1=1064(LC 18),7=1064(LC 19) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1732/436,2-3=-1321/479,3-4=-249/1050,4-5=-249/1051,5-6=-1321/479, 6-7=-1732/436 BOT CHORD 1-9=-265/1426,8-9=-265/1426,7-8=-265/1426 WEBS 6-8=0/590,2-9=0/590,3-10=-2618/843,5-10=-2618/843 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-8,Exterior(2)11-7-8 to 14-7-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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 chordand any other members. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psi)applied only to room.8-9 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=279,7=279. 8)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE A9.7473 rev.10/03/2015 BEFORE USE Design valid 106 use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI1 QuaNty Criteria,DSB-$9 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591692 J180142 B06 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:44 2018 Page 1 I D:2WflOM3BzaahTOggScXDcczY7Bl-07uhzswf3NgBlhXhvuPVEisLSzeV931 eKM?D1 yzX7Br 14-1-13 6-5-12 9-1-3 10.0-2 11-0-0i 12-3-0 13-2-141 16-9-4 I 23-3-0 i 25-3-0 i 6-5-12 2-7-7 9-10-16 1-3-0 0-11-14 2-7-7 6-5-12 2-0-0 0-11-14 0.10.15 Scale=1:43.4 4x7= 4x7= 7.00 12 4 5 3x13= 3x8= 3 U 5x10 i 5x10 O 2 7 • 18 441111, 19 (,•/••••••••0001.../ 6 11 to 9 4x4= 5x10= 5x10= 4x4 6-5-12 16-9-4 23-3-0 6-5-12 10-3-8 6-5-12 Plate Offsets(X,Y)-- 11:0-1-5,Edge1,14:0-3-8,03-71,(5:03-8,03-7],18:0-1-5,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.42 10-11 >670 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.66 10-11 >422 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.68 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.29 10-11 407 360 Weight:114 lb FT=20% LUMBER- B RACING- TOP CHORD 2x6 SP DSS`Except* TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. 4-5:2x6 SP No.2,1-2,7-9:2x4 SP 2250E 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250E 1.9E*Except` 10-11:2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=905/Mechanical,8=1027/0-5-8 Max Horz 1=-206(LC 10) Max Uplift 1=-272(LC 12),8=397(LC 12) Max Gray 1=1064(LC 18),8=1173(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1712/452,2-3=-1304/495,3-4=-337/1433,4-5=-412/1673,5-6=-349/1416, 6-7=-1313/484,7-8=-1722/431 BOT CHORD 1-11.232/1437,10-11=-232/1437,8-10=-232/1437 WEBS 2-11=0/588,7-10=0/588,3-6=-3030/965 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 12-3-0,Interior(1)16-7-8 to 25-3-14 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(Jt=lb) 1=272,8=397. 9)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AETEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE tilt Design valid for use only with MITek®P connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and property incorporate this design into the overall building iding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPIT Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate insittute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK f f T13591693 J180142 C01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:46 2018 Page 1 I D:2W fIOM3BzaahTOggScXDCczY7Bl-NV?ROYyvb_4v_?g31 I SzJ7xIXnNVd2LwngU K6gzX7Bp 1-9-0 5-7-8I 9-6-0 I 11-3-0 1-9-0 I 3-10-8 3-10-8 1-9-0 Scale=1:18.3 NAILED 4x10= NAILED NAILED NAILED 1.5x4 II NAILED NAILED 7.00 FIT 2 4x10= • 3 13 14 15 16 4 ° 11 11 Irl ;� � � n 5 Y 1 _ e ° HTU268 NAILED NAILED 7 NAILED HTU26 NAILED HTU26 6NAILED 3x10 II 17 18 19 20 4x10— 21 22 23 24 3x10 'I NAILED HTU26 HTU26 3x6= 3x6= HTU26 1-9-0 5-7-8 9-6-0 11-3-0 1-9-0 I 3-10-8 I 3-10-8 I 1-9-0 . Plate Offsets(X,Y)-- [1:0-8-8,0-1-11 ,[2:0-7-8,0-2-01,[4:0-7-8,0-2-01,[5:0-8-8,0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.56 Vert(LL) -0.12 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.22 7 >620 180 BCLL 0.0 * Rep Stress Incr NO WB 0.31 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=2955/0-5-8,5=3027/0-5-8 Max Horz 1=30(LC 7) Max Uplift 1=-1078(LC 5),5=-1104(LC 4) Max Gray 1=3295(LC 36),5=3366(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6124/2043,2-3=-8127/2732,3-4=-8127/2732,4-5=-6228/2078 BOT CHORD 1-8=-1751/5270,7-8=-1850/5591,6-7=-1873/5679,5-6=-1771/5348 WEBS 2-8=-686/2254,2-7=-906/2737,4-7=-871/2621,4-6=-713/2342 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1078,5=1104. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 10-8-12 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: March 26,2018 Continued on oaae 2 t _ I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE mit • Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M i iT e k Is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexan dria.VA 22314. Tampa.FL 33610 L_____ Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591693 J180142 COi Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:46 2018 Page 2 I D:2W fI0M3BzaahTOggScXDcczY7Bl-NV?ROYyvb_4v_?g311SzJ7xIXnNVd2LwngUK6gzX7Bp LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-2=-54,2-4=-54,4-5=-54,1-5=-20 Concentrated Loads(Ib) Vert:2=43(F)4=43(F)8=55(F)6=55(F)10=-888(B)12=-895(B)17=-890(B)19=-890(B)22=-890(B)24=-890(B) • Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal tnlu ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591694 J180142 001 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:47 2018 Page 1 ID:2W f10M3BzaahTOggScXDcczY7Bl-riZgcuzXM ICmc9FGaOzCrLUwmAheMW J40KDueHzX7Bo -2-0-0 4-8-9 9-3-0 2-0-0 4-8-9 4-6-7 Scale=1:35.8 2x4 I 4 a s40441110 1111.11111111.1.11111‘ 7.00 12 1.5:4 3 �a 9 2 ' 1 5 • 3x5 i 3x5= 9-3-0 9-3-0 Plate Offsets(X,Y)-- (2:0-2-3,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.53 Vert(LL) -0.18 5-8 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.61 Vert(CT) -0.36 5-8 >302 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 5 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=462/0-5-8,5=324/0-3-8 Max Horz 2=291(LC 11) Max Uplift 2=-235(LC 12),5=-139(LC 9) Max Gray 2=462(LC 1),5=358(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-360/177 BOT CHORD 2-5=-310/452 WEBS 3-5=-424/263 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 9-1-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=235,5=139. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.1040312015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK t T13591695 J180142 D02 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:48 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-Ju7CpEz97bKdDJgS8jUROYO7pa5J5_TDF_ZRAjzX7Bn -2-0-0 4-4-11 8-7-6 2-0-0 4-4-11 4-2-10 Scale=1:33.1 4 5 1.5x4 I 10 7.00,12 1.5x4 3 r1 : 2 r 1 3 ►rt ►� 7 1 3x4= 5x5—6 8-7-6 8-7-6 Plate Offsets()(,Y)-- [2:0-0-4,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ude Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.11 7-9 >919 180 BOLL 0.0 * Rep Stress[nor YES WB 0.14 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=434/0-5-8,7=304/Mechanical Max Horz 2=270(LC 9) Max Uplift 2_225(LC 12),7=-129(LC 9) Max Gray 2=434(LC 1),7=337(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-307/184 BOT CHORD 2-7=-288/389 WEBS 3-7=-375/247 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MFRS(directional)and C-C Exterior(2)-2-0-14 to 0-9-0,Interior(1)0-9-0 to 8-7-6 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)-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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 2=225,7=129. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual Buss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Aexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ; Riverside Homes/Rummans Res/JK • T13591696 J180142 r D03 Monopitch •1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:49 2018 Page 1 I D:2W fIOM3BzaahTOggScXDcczY7Bl-n4ha0a_nuvSUrSPei R?gxmZFu_P?gTvNUei_i9zX7Bm -2-0-0 7-10-10 2-0-0 7-10-10 Scale=1:31.0 3 4 1.5x4 I I 7.00 12 9 r18 L. 2 % o �kr' 6 1 3x6 i 5 2x4 7-10-10 7-10-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.08 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.14 6-8 >667 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=276/Mechanical,2=409/0-5-8 Max Horz 2=249(LC 9) Max Uplift 6=-117(LC 9),2=-219(LC 12) Max Gray 6=306(LC 17),2=409(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-274/231 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-9-0,Interior(1)0-9-0 to 7-10-10 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 6=117,2=219. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33810 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M9-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeANSI/lPt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591697 JT80142 D04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:50 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-FGFyEv?PfDaLTc_rGBW VTz6RZOmdZw9W iISYFczX7Bl 7-5-2 I 7-5-2 Scale=1:27.6 2 3 1.5x4 I I r 7.00 12 8 018 1001 10111 5 3x6 i 2x4 II 4 7-5-2 7-5-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 5-7 >841 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=494/0-5-8,5=274/Mechanical Max Horz 1=210(LC 9) Max Uplift 1=-245(LC 12),5=-116(LC 9) Max Gray 1=494(LC 1),5=302(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-261/227 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-5-2 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=245,5=116. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)230 lb down and 215 lb up at 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-14,1-4=-20 Concentrated Loads(ib) Vert:1=-230 Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED A4ITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. tat Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/WPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591698 J180142 E01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:51 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-ITpKRFO2QWjB4mZ1 ps280BeeQoBYlNzgxyB5n2zX7Bk -2-0-0 5-10-0 2-0-0 5-10-0 1.5x4 I I Scale:1/2'=1' 6 4 7•� 12 1.5x4 II 111 5 3 , 2 %�/►, •m11111111111111W • •;-•-•-•-•-•-•-•5555655-- --•-•-•-... ......!;5,5:.:.5tz:.:.:.:.:.:.:.:.:.:555 9 8 7 1 4x10 4x16 v 1.5x4 II 1.5x4 2x4= 5-10-0 5-10-0 Plate Offsets(X,Y)-- [2:0-3-8,Edge1,12:0-1-9,Edge],[3:0-0-0,0-2-0],19:0-3-8,Edgej,[9:0-0-14,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 5-10-0. (lb)- Max Horz 2=175(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,8,9 except 2=-i96(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,7,8,9 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 5-8-4 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 20.0psf 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 100 lb uplift at joint(s)7,8,9 except (jt=lb)2=196. Michael S.Magid PE No.53681 MiTek USA.Inc FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not let a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591699 J180142 E02 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:52 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7B1-BfNjfbOgBgr2iw8D NZZNYOBoeBR41 gfpAcxfJUzX7Bj -2-0-0 5-10-0 2-0-0 5-10-0 1.5x4 11 Scale=1:24.9 4 3 r 8 > ll pi 1 1.5x4 II 5 5-10-0 5-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.11 6-9 >600 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP i Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=194/Mechanical,2=338/0-5-8 Max Horz 2=192(LC 11) Max Uplift 6=-85(LC 9),2=-201(LC 12) Max Gray 6=218(LC 17),2=338(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 5-10-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(]t=1b) 2=201. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 11 Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591700 • J180142 E03 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:13:53 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-grw5sxl Iy8zvK4jOxH4c5ckyTbo5mHuyOFgCsxzX7Bi 5-10-0 5-10-0 1.5x4 I I 3 Scale=1:22.5 2 7.00 12 9 • t8 1 yr A � �� h 5 2x5= 1.5x4 II 4 5-10-0 5-10-0 Plate Offsets(X,Y)-- 11:0-5-8,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.10 5-8 >656 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=206/0-5-8,5=215/Mechanical Max Horz 1=166(LC 11) Max Uplift 1=-62(LC 12),5=-92(LC 9) Max Gray 1=206(LC 1),5=238(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE A111-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek` is always required for stability and to prevent collapse wtih possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • T13591701 J180142 G01 Common Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:27 2018 Page 1 ID:2WflOM3BzaahTO9gScXDcczY7Bl-g0_x?ZSdxaF5PIJywQhbTn8ePIKokY_zDYV?2yzX7BA 5-7-2 7-8-2 11 5-7-2 2-1-0 4x4= Scale=1:42.3 2 7.00 12 , ��5x5 e#007 3 3x5% 1 • • Ii jl 111 11 11, 7 8 �3 5 3x8 II HTU28 HTU26 10x10= 3x8 II 0-0-2 3-10-1 5.7-2I 7-8-2 2 3-9-15 1-9-1 2-1-0 Plate Offsets(X,Y)-- (4:0-5-8,0-1-8),(5:0-5-0,0-6-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.11 5-6 >783 180 BCLL 0.0 ' Rep Stress Inch NO WB 0.47 Horz(CT) -0.00 4 n/a hila BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS T-Brace: 2x4 SPF Stud-3-4 Fasten(2X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=2368/0-5-9,4=1751/0-3-8 Max Horz 6=279(LC 7) Max Uplift 6=-1068(LC 8),4=-793(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-848/416,2-3=-810/458,1-6=-939/430,3-4=-2278/1054 BOT CHORD 5-6=-263/172 WEBS 2-5=-396/679,3-5=-938/1951,1-5=-424/800 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1068 lb uplift at joint 6 and 793 lb uplift at joint 4. 6)Use Simpson Strong-Tie HTU28(26-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-7-6 from the left end to connect truss(es)to back face of bottom chord. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-1Odx1 1/2 Truss,Single Ply Girder)or equivalent at 3-7-6 from the left end to connect truss(es)to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1094 lb down and 417 lb up at 5-7-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: March 26,2018 Continued on Daae 2 • MEMO A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek©connectors.this design Is based oNy upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSUIPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatton avdiable from Truss Prate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK r T13591701 • i J180142 GO1 Common Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:27 2018 Page 2 I D:2W flOM3BzaahTOggScXDcczY7Bl-gO_x?ZSdxaF5PIJywQhbTn8ePIKokY_zDYv?2yzX7BA LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(Ib) Veil:5=-1007 7=-1735(B)8=-830(B) • • 1 N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.I0/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ns design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSVTPi1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591702 J180142 H01 Attic Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:28 2018 Page 1 Q ID:2WfIOM131BzaahTOggScXDcczY7Bl-8aY0 KCvSFiuQNx1 S6 u8U7Cg0_gyiilhT2G6RCfZbPzX7B9 7-8-7 p�-5-1b 4-a 15 1 a-4-155 i 3-5-1 20-5- a 11 5 7-8-7 Scale=1:41.4 4x7 4x7 II 2 3 2.39 La 7.00 12 01, 3x5 i 4 NAILED NAILED 15 3x4 — . 5 16 NAILED NAILED 11 17 4x4 d ^ 11 186 1 ll. mpor N 11^ 9-0-0 �e m 1 BIY Y 4 r JJ nn nn nn 12 t1 10 i K 19 20 21 7 4x10 i 6x8= 9 8 5x5= NAILED 3x6 II 3x8 II 5x5= NAILED 3x5 I I NAILED NAILED I 7-8-7 I 16-11-15 i 18-9-6 I 20-5-020-,6.-14 25-0-5 7-8-7 9-3-8 1-9-7 1-7-10 0-1-14 - 4-6-7 Plate Offsets(X,Y)-- [1:0-6-15,Edgel,[2:0-5-13,Edgel,[3:0-4-3,0-0-01,110:0-5-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL° in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.45 Vert(LL) -0.06 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.10 10-12 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.28 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.05 10-12 2433 360 Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS. (lb/size) 1=759/Mechanical,9=-24/0-5-8,8=1293/0-3-12 Max Horz 1=-137(LC 6) Max Uplift 1=-241(LC 26),9=395(LC 24),8=-629(LC 5) Max Gray 1=841(LC 14),9=473(LC 15),8=1440(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1315/329,2-3=-894/343,3-4=-1127/339,4-5=-365/192,5-6=-228/291 BOT CHORD 1-12=-183/1109,10-12=-183/1109,9-10=-183/1109,8-9=-253/217 WEBS 2-12=0/551,4-10=0/834,4-9=-1540/398,5-9=-279/878,5-8=-1015/391,6-8=-268/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 241 lb uplift at joint 1,395 lb uplift at joint 9 and 629 lb uplift at joint 8. 8)'NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Attic room checked for U360 deflection. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,1-12=-20,10-12=-30,7-10=-20 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:9=-24(B)15=-38(B)16=-17(B)17=-5(B)18=-3(B)19=-12(B)20=-4(B)21=3(B) MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E 4 1 MEM Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE Mil-7473 rev.10/0312015 BEFORE USE. hut Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591703 J180142 H02 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:29 2018 Page 1 I D:2W llOM3BzaahTOggScXDcczY7Bl-cn6iQFTtTBVoecTK2gj3YCD2163ACUKGgs067rzX7B8 8-11-15 10-1-13 7-8-7 $2- 6-11 111-3-5 I 16-11-15 I 19-8-4 1 24-3-9 7-8-7 6-6-60-9-8 b-7-0 1-1-7 5-8-10 2-8-5 4-7-5 0-6-15 Scale=1:40.8 5x8 7.00 Fiy 3 2.39 I12 5x10 i "MN 16 23x8 II u: y0o4/413x4>., 5 =011111111 r 14 A— b 9-0-0 iii 11 10 97 4x10= 3x10 II 6x8 8x8= _ 6 5x5 3x5 11 7-8-7I 16-11-15 19-8-4 19-1ID-2 24-3-9 7-8-7 9-3-8 2-8-5 0-1-14 45-7 Plate Offsets(X,Y)-- [1:0-5-0,0-1-21,[3:0-5-6,Edgej,19:0-3-8,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.17 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.31 11 >765 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.09 9-11 1306 360 Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=723/Mechanical,8=1152/0-3-12 MaxHorz 1=168(LC11) Max Uplift 1=-225(LC 12),8=-589(LC 9) Max Gray 1=823(LC 18),8=1281(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1083/225,2-3=-800/297,3-4=-876/280,4-5=-863/226,5-6=-265/214 BOT CHORD 1-11=-143/877,9-11=-149/868,8-9=-184/284 WEBS 2-11=0/386,4-9=-361/323,5-9=-591/1582,5-8=-1591/603,6-8=-223/298 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi ).18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-7-6,Exterior(2)9-7-6 to 12-7-6 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 1 and 589 lb uplift at joint 8. 8)Attic room checked for U360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 r, I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.10/3312015 BEFORE USE. la Design valid for use only with MITekt connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable horn Truss Nate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591704 J180142 H03 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:31 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-Y9DSncV7?pIW uwdj9FIXddIMAwjpgFDYBAtDBkzX7B6 10-11-11 7-8-7 18-11.15110-1-13 1 13-8-6 1 16-9-4 16-11-15 23-6-13 I7-8-7 1-3-8 1-1-15 b-9-14 2-8-11 3-0-14 0-2-t1 6-6-15 5x8_ Scale=1:43.4 7.001712- 2.39112 3 14 6x8= 5x10 i 4 2 — ally 15 4x4 r o O 13 � (.: 4 9-0-0• 11i r. 10 9 8 M 6 4x10- 3x10 11 6x8= 3x10 11 6x6= 3x5 11 1 7-8-7 ( 16-11-15 { 18-11-819T1-6 23-6-13 7-8-7 9-3-8 1-11-9 0-1-14 4-5-7 Plate Offsets(X,Y)-- [1:0-5-0,0-1-2],[3:0-5-6,0-0-0],R:0-3-0,0-3-01,[7:0-3-0,0-3-12],[8:0-6-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.29 10 >785 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.52 10 >440 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.90 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-MSH Attic -0.14 8-10 795 360 Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=700/Mechanical,7=1122/0-3-12 MaxHorz 1=224(LC11) Max Uplift 1=-217(LC 12),7.559(LC 9) Max Gray 1=806(LC 18),7=1266(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2-865/156,2-3=-660/263,3-4=-669/258 BOT CHORD 1-10=-152/695,8-10=-161/694,7-8=-161/694 WEBS 4-8=-309/1554,4-7=-2000/737 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 11-0-3,Exterior(2) 11-0-3 to 14-0-3 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 3)The Fabrication Tolerance at joint 3=12% 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 20.0psf 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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.8-10 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 1 and 559 lb uplift at joint 7. 9)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 1 __ l Q WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for cn Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent cotlapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormadon available from Truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591705 J180142 H04 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:32 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7B1-0Mng2HVmm6tNV3BvjzHmAgrY5J1 XPp9iMgdmkAzX7B5 12-4-8 7-8-7 11-4-5 11-8r1 1 11 14-5-3 16-11-15 i8-2-12 22-10-2 7-8-7 3-7-14 0-�3-12 5- 1-7-4 I 2-6-12 1-2-13 I 4-7-5 0-8-7 4x10 i Scale:1/4'=1' 2.39112 7.00 12 3 15 ,3 6x8 4 16 4x4 5x101 14 5 2 ' �^ I0 • IT o i13 9-0-0 1 I � M■ .. 10 I 9 8 7 6 4x10= 3x10 11 6x8 3x10 11 656= 3x5 11 18-4-10 I 7-8-7 1 16-11-15 18-2-12 1 22-10-2 7-8-7 9-3-8 1-2-13 4-5-7 0-1-14 Plate Offsets(X,Y)-- [1:0-5-0,0-1-21,13:0-6-4,0-0-01,14:0-3-0,0-3-0],[7:0-3-0,0-3-121,18:0-6-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.38 10 >573 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.67 10 >324 '180 BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.18 8-10 607 360 Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-7 OTHERS 2x4 SP'No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131-x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=665/Mechanical,7=1103/0-3-12 Max Horz 1=279(LC 11) Max Uplift 1=-204(LC 12),7=-543(LC 9) Max Gray 1=770(LC 18),7=1266(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-694/85,2-3=-534/230,3-4=-511/239 BOT CHORD 1-10=-142/541,8-10=-1521545,7-8=-132/460 WEBS 2-10=-275/305,4-8=-457/2022,4-7=-2304/853 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 12-4-8,Exterior(2) 12-4-8 to 15-4-8 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 3)The Fabrication Tolerance at joint 3=16% 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 20.0psf 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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.8-10 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 lb uplift at joint 1 and 543 lb uplift at joint 7. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)Attic room checked for 0360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU-7473 rev.1603/2016 BEFORE USE 1111 Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal hurry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPi1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591706 J180142 H05 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:33 2018 Page 1 I D:2W fIOM3BzaahTOggScXDcczY7BI-VYLDFcW OXQ?E7Dm6Hgo?j20jdj N28H8rbUMJGczX7B4 7-8-71 11-8-1 112- 10-013.9-51 16-11-15 1 22-1-6 7-8-7 3-11-10 1-1-15 b-11-5 3-2-10 5-1-7 4x7 2.39112 Scale=1:49.4 7.00 12 2x4= 4 3x8_ , 3 lig 5 15 4x4 6 14 5x101 47 2 00 NL I 6 N 05 0 e9 13 i 9-0-0 A 1 - Num w 10 9 8 c., 7 4x10= 3x10 11 6x8 6x8= 3x5 11 7-8-7 16-11-15 17-7-15 22-1-6 7-8-7 9-3-8 -8-0 4-5-7 1 Plate Offsets(X,Y)-- 11:0-5-0,0-1-21,14:0-3-8,0-0-21,18:0-3-8.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.42 10 >485 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.73 10 >277 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.42 8-10 530 360 Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 1=598/Mechanical,8=1116/0-3-12 Max Horz 1=334(LC 11) Max Uplift 1=-180(LC 12),8=-559(LC 9) Max Gray 1=692(LC 18),8=1306(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-541/16,2-3=-413/179,3-4=-82/477,4-5=-61/453,5-6=-373/178,6-7=-450/147 BOT CHORD 1-10=-85/391,8-10=-96/402 WEBS 2-10=-352/338,5-8=-500/447,3-5=-805/290,6-8=-102/602 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 13-9-5,Exterior(2) 13-9-5 to 16-11-15 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.8-10 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 1 and 559 lb uplift at joint 8. 8)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil*" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems-seeANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591707 J180142 H06 Attic 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:34 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-zkvbTyX01k75I N LI rOJ E F FwwQ7j W tiz?g86to2zX7B3 7-8-7 11-8-1 12-10-0 16-11-15 21-4-10 7-8-7 3-11-10 11-1-15 4-1-15 I 4-4-11 i 6x8= 3x10 II 5x5= Scale=1:45.4 7.00 FlY 3 4 14 5 �j♦ A w II �� 5x10 i II 13 2 0 o co 0 12 m 9-0-0 � rill 1 A- MI/4 YI 11 � ■ : g9m.i 8 6 4x10= 7 3x10 II 6x8= 6x8_ 3x5 I I 7-8-7i 16-11-3 16-1I�1-15 21-4-10 1 7-8-7 9-2-12 0-0.12 4-4-11 Plate Offsets(X,Y)-- 11:0-5-0,0-1-21,13:0-7-6,Edge1,17:03-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.41 9 >501 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.71 9 >285 180 BCLL 0.0 * Rep Stress Inch YES WB 0.52 Horz(CT) 0.02 7 rVa rVa BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Attic -0.41 7-9 543 360 Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-5:2x8 SP DSS,1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 4-10-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=615/0-5-8,7=1050/0-3-12 Max Holz 1=363(LC 9) Max Uplift 1=-183(LC 12),7=-575(LC 9) Max Gray 1=707(LC 18),7=1310(LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-591/29,2-3=451/185,3-4=-430/212,4-5=-430/212,5-6=-506/159 BOT CHORD 1-9=-175/437,7-9=-185/446 WEBS 2-9=-296/310,4-7=-614/583,5-7=-190/768 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-9-4,Exterior(2)12-9-4 to 16-11-15 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.7-9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 1 and 575 lb uplift at Joint 7. 8)Attic room checked for U360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t ► 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7073 rev.10/03/2015 BEFORE USE in Design valid for use only with Miele®connectors.This design B based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon avaliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591708 J180142 H07 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:35 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-RxTzglYe31FyMXwU05gToTT9PX7ecCL83orQLVzX7B2 -2-0-0 5-7-13 10-10-0 16-4-12 20-7-14 ' 2-0-0 5-7-13 j 5-2-3 5-6-12 � 4-3-2 4x7= Scale=1:40.8 1.5x4 I I 3x4= 4 16 5 17 6 fr.:,- 7.001712- 7.00 12 3x5 i 15 3 1% 14 4Illd \ i 2E'illIMIIIMINnwr Irdr 1 0;1110 9 8 7 3x4= 5x5= 3x4= 1(8= 1.5x4 I I 5-7-13l 10-10-0 l 16-4-12 16-7r8 20-7-14 5-7-13 5-2-3 5-6-12 0-VI 2 4-0-6 Plate Offsets(X,Y)-- (4:0-5-4,0-2-0],[10:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.07 10-13 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-8 Fasten(2X) T and I braces to narrow edge Of web with 10d (0.131-x31 nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 2=687/0-5-8,8=942/0-5-8 Max Horz 2=342(LC 11) Max Uplift 2=-314(LC 12),8=-605(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-819/246,3-4=-445/188 BOT CHORD 2-10=-438/889,9-10=-438/889,8-9=-219/460 WEBS 3-9=-569/261,4-9=-89/395,4-8=-610/377,5-8=-309/272 NOTES • - 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 10-10-0,Exterior(2) 10-10-0 to 15-0-15 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 lb uplift at joint 2 and 605 lb uplift at joint 8. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/0312015 BEFORE USE hu Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mieekil is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/Tel I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avakabie from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591709 J180142 H08 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:36 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-v71LueZGgLNp_hVgypLiKg0GexNOLgEHHSb_1xzX7B1 -2-0-0 4-7-13I 8-10-0 16-4-12 I 19-11-3 2-0-0 4-7-13 4-2-3 7-6-12 3-6-7 Scale=1:37.3 4x7= 1.5x4 II 3x4= 4 14 15 5 16 6 II q 8 7.00 I12 1.5x4 3 13 1:a 2 1.0 11 I • e Z 9 / 7 3x5* 3x4= 348= 1.5x4 I I 8-10-0 16-4-121 -7I-8 19-11-3 I8-10-0 I 7-6-12 0412 3-3-11 Plate Offsets(X,Y)-- 12:0-2-3,0-1-81,[4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.12 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.24 9-12 >815 180 BCLL 0.0 * Rep Stress Inco YES WB 0.28 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 W EBS T-Brace: 2x4 SP No.2-4-8 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131-x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 2=700/0-5-8,8=876/0-5-8 Max Horz 2=284(LC 11) Max Uplift 2=-322(LC 12),8.554(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-805/286,3-4=-587/229 BOT CHORD 2-9=-480/852,8-9=-297/573 WEBS 3-9=-378/214,4-9=-52/413,4-8=-610/371,5-8=-395/338 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 8-10-0,Exterior(2) 8-10-0 to 13-0-15 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 lb uplift at joint 2 and 554 lb uplift at joint 8. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MJ-7473 rev.10/03/2015 BEFORE USE. Nu Design valid for use only with MITekS connectors.this design Is based only upon parameters shown,and Is for rn Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/iPl t Quality Criteria,DS8-89 and BCSI Building Component Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591710 J180142 H09 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:37 2018 Page 1 I D:2W f IOM3BzaahTOggScXDcczY7BI-NJbj5_ZubfVgcr4tW W sxtuYR3Kic45XR W 6KXPNzX7B0 -2-0-0I 7-5-8 12-0-0 16-4-12 19-5-3 2-0-0 7-5-8 4-6-8 4-4-12 3-0-7 Scale=1:36.5 5x5= 3x4= 1.5x4 II 3x4= 3 15 4 5 6 9 n 8 0 7.00 I 14 • ,3 1 21110 8 9 8, 7 3x5= 3x4= = 1.5x4 I I 7-5-8i 16-4-12 1 -7-8 19-5-3 I7-5-8 8-11-4 0-+2-12 2-9-11 Plate Offsets(X,Y)-- [2:0-2-1,0-1-81,13:0-2-8,0-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.12 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.20 9-12 >965 180 BCLL 0.0 * Rep Stress!nor YES WB 0.40 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=707/0-5-8,8=832/0-5-8 Max Horz 2=244(LC 11) Max Uplift 2=-327(LC 12),8=-519(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-759/258,3-4=-620/284 BOT CHORD 2-9=-356/650,8-9=-243/404 WEBS 4-9=-168/347,4-8=-594/375 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 7-5-8,Exterior(2)7-5-8 to 12-0-0 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 2 and 519 lb uplift at joint 8. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201€ A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaion available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK r 4 T13591711 J160142 H10 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:39 2018 Page 1 I D:2 W flOM 3 BzaahTOggScXDcczY7Bl-Ji i U W gb96GmOr8E FdxvPyJenu8SnY?i kzQpeUGzX7B_ -2-0-0I 5-5-8 I 11-0-0 I 16-4-12 18-8-7 2-0-0 5-5-8 5-6-8 5-4-12 2-3-11 Scale=1:35.0 NAILED NAILED 4x7= NAILED NAILED 1.5x4 II NAILED NAILED 3x5= 3x4= 3 13 14 15 16 4 17 18 5 19 6 0 1 nn nn nr8 nn nn , Inn 7.00 12 00.007 7.1 2 O nn nn Vin nn nn •t-1 n OM O 20 21 10 22 23 9 24 25 7 1 3x4= HTU26 HTU26 2x4 NAILED NAILED 4x10= NAILED NAILED 6x6_ 2x4 I NAILED NAILED 5-5-8I 11-0-0 I 16-4-12 16-7r8 18-8-7 5-5-8 5-6-8 5-4-12 0-2-12 2-0-15 Plate Offsets(X,Y)-- [2:0-0-4,Edgel,(3:0-5-4,0-2-0],[8:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.08 10-12 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 8 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=1114/0-5-8,8=1308/0-5-8 Max Horz 2=184(LC 5) Max Uplift 2=-572(LC 8),8=-676(LC 5) Max Gray 2=1158(LC 29),8=1308(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1536/637,3-4.1226/555,4-5=-1226/555 BOT CHORD 2-10=-635/1335,9-10=-641/1358 WEBS 3-10=-137/505,4-9=-525/408,5-9=-65W1387,5-8=-1097/641 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 572 lb uplift at joint 2 and 676 lb uplift at joint 8. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 2-8-12 from the left end to 4-8-12 to connect truss(es)to front face of bottom chord. 8)Fill-all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,2-7=-20 Michael S.Magid PE No.53681 Concentrated Loads(Ib) MiTek USA.Inc.FL Cert 6634 Vert:4=-65(F)9=-39(F)14=-65(F)15=-65(F)17=65(F)18=-65(F)19=-75(F)20=-136(F)21=-155(F)22=-39(F)23=-39(F) 6904 Parte East Blvd.Tampa FL 33610 24=-39(F)25=-39(F)26=-50(F) Date. March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND MICLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. El Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfltute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 6 T13591712 J180142 J01 Comer Jack 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:40 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7B1-nuGskOcntauETIpSBeQeVW AOAYwHYXtC3ZB?iz.X7Az -2-0-0 1-0-0 2-0-0 1-0-0 Scale=1:10.9 3 , 7.00 12 2 • krd 3x4= 4 1 • 1-0-0 1-0-o Plate Offsets(X,Y)-- [2:Edge,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:71b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-30/Mechanical,2=266/0-5-8,4=-51/Mechanical Max Horz 2=98(LC 12) Max Uplift 3=-30(LC 1),2=-275(LC 12),4=-51(LC 1) Max Gray 3=53(LC 12),2=266(LC 1),4=85(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3,275 lb uplift at joint 2 and 51 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.1047312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPt I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information avdlable from Truss Plate Institute.218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK TI3591713 J180142 JOIA Corner Jack 4 1 • Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:41 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-G4gExLcPet054SNeIMxt1 kjBwxF80_n1 RjIIX8zX7Ay -2-0-0 1-0-0 I2-0-0 1-0-0 I Scale=1:10,9 3 Le ' o N 7.00 FIF 2 o MEMill tcg ►t 4 1 3x4= 2-41 1-0-0 2-4 0-9-12 Plate Offsets(X,Y)-- 12:Edge,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-30/Mechanical,4=-51/Mechanical,2=266/0-5-8 Max Horz 2=98(LC 12) Max Uplift 3=-30(LC 1),4=-51(LC 1),2=-275(LC 12) Max Gray 3=53(LC 12),4=85(LC 12),2=266(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3,51 lb uplift at joint 4 and 275 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date, March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MP-7473 rev.1a.032015 BEFORE USE Mi Design valid for use only with MiTek©connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI11P11 Quallly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591714 J180142 JOIB Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:41 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-G4gExLcPet054SNeIMxt1 kjGBxGeO_n1 RjllX8zX7Ay 1-0-0 1-0-0 Scale=1:7.5 2 7.00 12 -_, 3 2x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-5-8,2=21/Mechanical,3=16/Mechanical Max Horz 1=24(LC 12) Max Uplift 1=-5(LC 12),2=-16(LC 12),3=-5(LC 12) Max Gray 1=37(LC 1),2=23(LC 17),3=17(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 1,16 lb uplift at joint 2 and 5 Ib uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekm connectors.This design is based only upon parameters shown,and Is for an Individual butding component not a truss system.Before rise,the building designer must verity the applicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 113591715 J180142 J02 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:42 2018 Page 1 I D:2W fl0M3BzaahTOggScXDcczY7Bl-kHOc8hd1 PBByicygJ3S6axGMgLZQI R1 AgN213bzX7Ax -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:16.8 3 fr/i� 7.00 12 ri 9 (D N 2 a 4 8 , 1 2x5= 3-0-0 3-0-0 Plate Offsets(X,Y)-- 12:0-5-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical,2=260/0-5-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-182(LC 12) Max Gray 3=58(LC 17),2=260(LC 1),4=47(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- - 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 182 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE Design valid for use only with Mitek®connectors.Ibis design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Brachg Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lT ek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component i 6904 Parke East Bivd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591716 J180142 JO2A Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:43 2018 Page 1 I D:2W ftOM3BzaahTOggScXDcczY7Bl-CTy_M 1 efAVGpKmX1 snzL79ob_IweUuHJu1 nrcl zX7Aw 3-0-0 3-0-0 Scale=1:13.4 2 7.00 12 , =, 3 2x4= 3-0-0 I 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109/0-5-8,2=69/Mechanical,3=40/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=-1 B(LC 12),2=-54(LC 12),3=-6(LC 12) Max Gray 1=109(LC 1),2=75(LC 17),3=53(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1,54 lb uplift at Joint 2 and 6 lb uplift at joint a Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MJ-7473 rev.10103P2015 BEFORE USE ti Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK y T13591717 J180142 J03 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:44 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7B1-gfW NZNfHxoOgxv6D000afMLik9CDDLWT7hXP8TzX7Av -2-0-0 5-0-0 2-0-0 5-0-0 tt Scale=1:22.5 31,� Io 7.00 12 N R V) g d6 8 2 CCQ11 1=, 4 1 2x5= 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 4-7 >822 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=107/Mechanical,2=318/0-5-8,4=52/Mechanical Max Horz 2=193(LC 12) Max Uplift 3=-79(LC12),2=-173(LC 12) Max Gray 3=118(LC 17),2=318(LC 1),4=87(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 173 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAW-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MITek®connectors.This design Is based only upon parameters strewn,and Is for on Indwidual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Mi Teledesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MI Bek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information mailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK a T13591718 • J180142 JO3A Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:45 2018 Page 1 I D:2 W fl0M3 BzaahTOggScXDcczY7Bl-8s31 njgvi6 W XZ3hP_BOpCattz2Z UyomcM LGygwzX7Au 5-0-0 5-0-0 Scale=1:19.2 2 7.00 12 7 3 2x4 l 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 3-6 >929 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 nfa n/a BCOL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/0-5-8,2=118/Mechanical,3=65/Mechanical Max Horz 1=118(LC 12) Max Uplift 1=-30(LC 12),2=94(LC 12),3=-7(LC 12) Max Gray 1=183(LC 1),2=128(LC 17),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1,94 lb uplift at joint 2 and 7 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � t A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1010312015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicabtlly of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK I & T13591719 J180142 J04 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:46 2018 Page 1 ID:2W f10M3BzaahTOggScXDcczY7BI-c2d7_3gYTQeOBDGbYVX2knQ2fyx_hFOma?OVCMzX7At -2-0-0 1-9-0 2-0-0 1-9-0 i Scale=1:13.1 3 8 , 7.00 12 I 0 2 ``, d 1 hill ►t 2x5_ 4 1 1-9-0 I 1-9-0 Plate Offsets(X,Y)-- (2:0-5-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical,2=243/0-5-8,4=-12/Mechanical Max Horz 2=116(LC 12) Max Uplift 3=-9(LC 9),2=-211(LC 12),4=-12(LC 1) Max Gray 3=14(LC 17),2=243(LC 1),4=44(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 1-8-14 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 3,211 lb uplift at joint 2 and 12 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t N ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.104132015 BEFORE USE. MIT Design valid for use only with MITekm connectors.This design 8 based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Ibis design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type l Ory Ply Riverside Homes/Rummans Res/JK T13591720 J180142 J05 Jack-Open 2 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:46 2018 Page 1 I D:2 W tI0M3BzaahTOggScXDcczY7Bl-c2d7_3gYTQeOBDGbYvX2knO2fyxhhF0ma?0VC MzX7At -2-0-0 2-8-0 2-0-0 2-8-0 Scale=1:15.8 3 7.00 FlY O 9 • rb • 2 4 8 1 2x5 2-8-0 2-8-0 Plate Offsets(X,Y)-- [2:0-5-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=40/Mechanical,2=253/0-5-8,4=11/Mechanical Max Horz 2=137(LC 12) Max Uplift 3=-23(LC 9),2=-186(LC 12) Max Gray 3=47(LC 17),2=253(LC 1),4=41(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-7-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 186 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: March 26,2018 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1PI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK e T13591721 J180142 Joe Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:47 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-4E BVCPhAEjmFoNro5c2HH?zAaME 1 OiGvpfl3lozX7As -2-9-15 2-4-15 2-9-15 2-4-15 Scale=1:12.8 NAILED 3 , NAILED , 8 4.95 12 ,t �i m a 2 0 �, , 11 �I 9 4 NAILED NAILED 3X4= 1 2-4-15 2-4-15 Plate Offsets(X,Y)-- 12:0-0-6,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-20/Mechanical,2=296/0-7-6,4=-53/Mechanical Max Horz 2=113(LC24) Max Uplift 3=-95(LC 17),2=-310(LC 8),4=-116(LC 17) Max Gray 3=128(LC 24),2=325(LC 28),4=159(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 3,310 lb uplift at joint 2 and 116 lb uplift at joint 4. 8)'NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:8=45(F=22,B=22)9=63(F=31,B=31) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. March 26,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 6(1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracirlgirldlcated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res 1JK L ' T13591722 J180142 J07 Diagonal Hip Girder 1 1 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:48 2018 Page 1 I D:2 W f IOM 3BzaahTOggScXDcczY7Bl-YRItPl io?1 u6OXQ_f KZW gCVLKmXo99 W 32JVcH EzX7Ar -2-9-15 2-0-2 3-8-8 2-9-15 2-0-2 1-8-6 Scale=1:15.5 NAILED i ' ,..I 4.95 12 NAILED B o 9 4 NAILED -.4111111121.11.1. NAILED 3x4= 1 3-8-8 3-8-8 Plate Offsets(X,Y)-- (2:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.53 Vert(LL) -0.06 4-7 >681 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.06 4-7 >758 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=35/Mechanical,2=277/0-7-6,4=-9/Mechanical Max Hotz 2=135(LC 8) Max Uplift 3=-36(LC 5),2=-297(LC 8),4=-55(LC 17) Max Gray 3=76(LC 28),2=363(LC 28),4=104(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 3,297 lb uplift at joint 2 and 55 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:8=51(F=26,B=26)9=72(F=36,B=36) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITekD connectors,this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek ! Is always required for stability and to prevent collapse with possible personal Play and property damage. For general guidance regarding the III fabr catbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. ` Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591723 J180142 J08 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:49 2018 Page 1 I D:2W f10M3BzaahTOggScXDcczY7Bl-1 dJGc5jQmL0z2h?AD141MQ2ZvAy2ucmCHzEAphzX7Aq -2-0-0 3-0-0 I 2-0-0 3-0-0 Scale=1:16.8 3 f� n 7.00 12 U) 9 ro ra Lr 2 4 8 ►, 1 2X5_ :22¢ 3-0-0 2-9-12 Plate Offsets(X,Y)-- (2:0-5-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical,2=260/0-5-8,4=18/Mechanical Max Harz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-182(LC 12) Max Gray 3=58(LC 17),2=260(LC 1),4=47(LC 3) FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 182 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ili-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wIth MiTek®connectors.this design Is based only upon parameters shown,and Is for an indMdual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulidtng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required tor stability arid to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatIon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591724 J180142 J09 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc.Mon Mar 26 08:14:50 2018 Page 1 ID:2W f IOM3BzaahTOggScXDcczY7Bl-VptegQj2Xe8gfqZNnlb_vdbkaaFud37 LVd_jL7zX7Ap -2-0-0 4-10-0 2-0-0 4-10-0 Scale=1:22.0 3 I 7.00 12 C' 8 2 II M �1 4 1 • 2x5= 4-10-0 4-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.06 4-7 >902 180 BCLL 0.0 ` Rep Stress tncr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=103/Mechanical,2=313/0-5-8,4=49/Mechanical Max Horz 2=189(LC 12) Max Uplift 3=-76(LC 12),2=173(LC 12) Max Gray 3=113(LC 17),2=313(LC 1),4=84(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-9-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 3 and 173 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10N3/201S BEFORE USE tut Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an kndMduai building component,not a truss system.Before tee,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i lT ek• Is always required for stability and to prevent collapse with possible personal mlary and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPli Quality Criteria,DSB-89 and SCSI Banding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591725 J180142 J10 Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:51 2018 Page 1 ID:2WNOM3BzaahTOggScXDcczY7Bl-z0R01 mkglyGhH_8ZKS6DRr7uxza7MW FVkHjGuZzX7Ao -2-0-0 5-5-8 2-0-0 5-5-8 Scale:1/2'=1' 3 • 7.00 12 ••••••• •00•0•00 `` 8 2 I/ i 1 2x5- 4 5-5-8 � 5-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 4-7 >646 180 BCLL 0.0 . Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=119/Mechanical,2=333/0-5-8,4=59/Mechanical Max Horz 2=204(LC 12) Max Uplift 3=-90(LC 12);2=-i 73(LC 12) Max Gray 3=131(LC 17),2=333(LC 1),4=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 5-4-12 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 173 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MN1EK REFERANCE PAGE Ma-7473 rev.10/932015 BEFORE USE. lout Design valid for use only with MITeko connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent heckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK t t T13591726 J180142 J10A Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:52 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-RC?OF6112GOXv8j IuAeS_2g39NxM5zVezxTgQOzX7An 5-5-8 I 5-5-8 Scale=1:21.4 2 7.00 12 8 m M 7 3 2x4= I 5-5-8 5-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.09 3-6 >717 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=200/0-5-8,2=129/Mechanical,3=70/Mechanical Max Horz 1=129(LC 12) Max Uplift 1=-33(LC 12),2=-103(LC 12),3=7(LC 12) Max Gray 1=200(LC 1),2=140(LC 17),3=99(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-12 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at Joint 1,103 lb uplift at joint 2 and 7 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily with MiTek®connectors.TMs design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"k is always required for stability and to prevent collapse wilts possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information av:iable from Truss Rate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK i T13591727 J180142 J11 Jack-Open 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:53 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-vOYmSSmxpZW OXI IySt9hXFD9JnEigQloBbCNySzX7Am -2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:28.1 3 7.00 FT • - 9 8 2 j 1 3x4= 4 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 4-7 >595 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.26 4-7 >324 180 BCLL 0.0 . Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight 26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical,2=385/0-5-8,4=81/Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-123(LC 12),2=-176(LC 12) Max Gray 3=174(LC 17),2=385(LC 1),4=125(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 176 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 V WARNING-Verily design paramefare and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel( k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guklance regarding the fabrication,storage,delivery,erector'and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK a ! T13591728 J180142 J12 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:54 2018 Page 1 I D:2 W fIOM3 BzaahTOggScXDcczY7Bl-Na69gonZatf F8St80agw3Tl LXBZfZt?XOFyxV uzX7Al 7-0-0 7-0-0 Scale=1:26.1 2 JJ 7.00 I12 8 7 2x5_ 3 7-0-0 7-0-0 Plate Offsets(X,Y)-- (1:0-2-11,0-1-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.15 3-6 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.24 3-6 >345 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=257/0-5-8,2=167/Mechanical,3=90/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=-43(LC 12),2=-134(LC 12),3=-8(LC 12) Max Gray 1=257(LC 1),2=181(LC 17),3=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1,134 lb uplift at joint 2 and 8 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc-FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 MIMIN WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rtw.10.132015 BEFORE USE. Design valid for use only with MITekJ connectors.This design Is based only upon parameters shown,and Is for ai individual bolding component,not a tries system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pi1 Qualify Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK i T13591729 J180142 J13 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:54 2018 Page 1 ID2W f lOM3BzaahTOggScXDcczY7Bl-Na69gonZatfF8St80agw3TIQeBd4ZtgxQFyxVuzX7A1 -2-0-0 4-9-0 2-0-0 4-9-0 Scale=1:21.8 3 1.5x4 I I 7.00 12 u1 2 ■ call �� ■ 4 2x5= 1.5x4 II 4-9-0 4-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.06 4-7 >992 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=308/0-5-8,4=145/0-3-8 Max Holz 2=185(LC 12) Max Uplift 2=-173(LC 12),4=60(LC 12) Max Gray 2=308(LC 1),4=158(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-7-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 2 and 60 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 ta— A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10032015 BEFORE USE • Design valki for use only with MiTekS)connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Inkay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAN.SI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK e T13591730 J180142 J14 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:55 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-rngXt8nBLBn6mcSKZIB9cglbObzVIKF4fvhU1 LzX7Ak -2-0-0 4-6-9 2-0-0 4-6-9 Scale=1:21.2 3 >��, 4 4-6-9 I 4-6-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 . Lumber DOL 1.25 BC 0.30 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=95/Mechanical,2=304/0-5-8,4=45/Mechanical Max Horz 2=182(LC 12) Max Uplift 3=-69(LC 12),2=-173(LC 12) Max Gray 3=105(LC 17),2=304(LC 1),4=78(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-5-13 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 3 and 173 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-VKIy design parameters and READ NOTES ON TNIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10N32015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and taus systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591731 J180142 J15 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:56 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-JzEv4Uop6UvzOl1 X7?iO8url8_Kj1 nVEuZR1 ZnzX7Aj -2-0-0 3-9-13 2-0-0 3-9-13 Scale=1:19.1 3 7.00 12 N N 9 Ca 8 2 ►_, 4 2x5_ 3-9-13 3-9-13 Plate Offsets(X,Y)-- (2:0-2-3,0-1-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=75/Mechanical,2=282/0-5-8,4=33/Mechanical Max Horz 2=165(LC 12) Max Uplift 3=-51(LC 12),2=-175(LC 12) Max Gray 3=83(LC 17),2=282(LC 1),4=64(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 3-9-1 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 175 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE • Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvkiud truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Cully Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL33610 Job Truss I Truss Type Qty Ply Riverside Homes/Rummans Res/JK 113591732 J180142 J16 Jack-Open I 1 1 ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:57 2018 Page 1 I D:2W flOM3BzaahTOggScX DcczY7Bl-o9oH Iqp Rto 1 q?vcj hj Ddh5NwtOgYm EkN6DAb5DzX7Ai -2-0-0 3-4-0 2-0-0 3-4-0 Scale=1:17.7 3 7.00 12 0 (n N 9 o 2 B 7.1. 11111.1.7A 4 1 2x5= 3-4-0 3-4-0 Plate Offsets(X,Y)-- [2:0-2-3,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 1 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical,2=269/0-5-8,4=25/Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-39(LC 12),2=-178(LC 12) Max Gray 3=68(LC 17),2=269(LC 1),4=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 3-3-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 178 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 a WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE MN-7073 rev.10/032015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an IndMdual[wilding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal kilury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1 I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Atexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591733 J180142 J17 Jack-Open 1 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:58 2018 Page 1 I D:2 W flOM3BzaahTOggScXDcczY7Bl-GMMtVAg3e69hd3 BvFOksEJw5do1 YVh_XLtw8efzX7Ah -2-0-0 2-7-9 2-0-0 2-7-9 Scale=1:15.7 3 it 1 7.00 12 9 a m yr I 2 'A 141 4 8 1 2x5 2-7-9 2-7-9 Plate Offsets(X,Y)-- (2:0-5-0,Edge] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=39/Mechanical,2=252/0-5-8,4=11/Mechanical Max Holz 2=136(cC 12) Max Uplift 3=-23(LC 9),2=-187(LC 12) Max Gray 3=45(LC 17),2=252(LC 1),4=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-6-13 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 187 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek©connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the bidding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required(or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • r T13591734 J180142 J18 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:14:59 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-kYw2jVghPPHYFDm5o8G5mW TLgCPwE7EgaXfiA6zX7Ag 1-0-0 1-0-0 3.00 12 Scale=1:7.6 2 r . ao i 11 3 3x4 1-0-0 0-10-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-5-8,2=20/Mechanical,3=16/Mechanical Max Horz 1=11(LC 8) Max Uplift 1=-10(LC8),2=-15(LC 8),3=-5(LC 8) Max Gray 1=37(LC 1),2=20(LC 1),3=20(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 1,15 lb uplift at joint 2 and 5 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters end READ NOTES ON TMS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.1403/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the buliding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MilT e k • B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSU1P11 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. 1 Tampa.FL 33610 I Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK a a 113591735 J180142 J19 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:00 2018 Page 1 ID:2W fl0M3BzaahTOggScXDcczY7Bl-CkTQwrrKAj PPsN KIMrnKJk?VsckCzaUgoBPFiYzX7Af 3-0-0 3-0-0 Scale=1:10.1 3.00 12 3 3x4 2 t 1 I m 4 3x5 11 3-0-0 I 2-10-4 Plate Offsets(X,Y)— [1:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 4-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=125/0-5-8,3=64/Mechanical,4=29/Mechanical Max Horz 1=33(LC 8) Max Uplift 1=-42(LC 8),3=-46(LC 8),4=2(LC 8) Max Gray 1=125(LC 1),3=64(LC 1),4=42(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 1,46 lb uplift at joint 3 and 2 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10103/2015 BEFORE USE --. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPlt Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Btvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa_FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591736 :J180142 J20 Comer Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:01 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-gx1 o8Bsyx1 XGUXvUwZIZrxYdn?l bi l kz1 r8oE_zX7Ae 5-0-0 5-0-0 Scale=1:13.1 3 3.001712- 11 .00 1211 3x4 2 • • 1 ?< 1 4 3x511 5-0-0 I 4-10-4 I Plate Offsets(X,Y)-- 11:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 4-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=198/0-5-8,3=112/Mechanical,4=56/Mechanical Max Horz 1=56(LC 8) Max Uplift 1=-69(LC 8),3=-78(LC 8),4=-4(LC 8) Max Gray 1=198(LC 1),3=112(LC 1),4=80(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 1,78 lb uplift at joint 3 and 4 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ap-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek D connectors.TMs design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall • building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mite k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Slaty Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Runrnans Res/JK • • 113591737 J180142 J21 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8210 s Feb 23 2018 MiTek Industries,Inc. Mon Mar 26 12:07:50 2018 Page I ID:2WflOM3BzaahTOggScXDcczY7Bl-BySsy1893QAMMNcSbSvbg3VgAp04gchBNYP gUzX4ed 1-6-8 1-6-8 3.00 FIT Scale=1:8.2 2 1 3 3x4= 168 1.6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=57/0-5-8,3=25/Mechanical,2=32/Mechanical Max Horz 1=17(LC 8) Max Uplift 1=-1•8(LC 8),3=-6(LC 8),2=-23(LC 8) Max Gray 1=57(LC 1),3=31(LC 3),2=32(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1,6 lb uplift at joint 3 and 23 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE 11111 Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Int ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSIJIPtI Quality Criteria,DS8-89 and SCSI SuRding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591738 J180142 J23 Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:03 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-cJ9YYttCTenjg3t1 zK1 wMduW pgOAxDGV8dvJtzX7Ac 7-0-0 7-0-0 Scale=1:15.5 3 ' 3.00112 3x4% 11 12 os 2 �, N 1 10111 4 3x5 7-0-0 6-10-4 Plate Offsets(X,V)-- (1:0-2-0,0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.10 4-9 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.17 4-9 >479 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-MP Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=271/0-5-8,3=161/Mechanical,4=81/Mechanical Max Horz 1=78(LC 8) Max Uplift 1=-97(LC 8),3=-ill(LC 8),4.5(LC 8) Max Gray 1=271(LC 1),3=161(LC 1),4=117(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 1,111 lb uplift at joint 3 and 5 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 8904 Padre East Blvd.Tampa FL 33610 Data; March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. AdditionalandbracingiTe temporary permanent Mk_ k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fa bilcalion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 4 a T13591739 J180142 J24 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:03 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-cJ9YYttCTen_jg3tl zKt wMd1 dpmgAxDGVBdvJtzX7Ac 1-0-0 1-0-0 4.00 riT Scale:1.5'=1' 2 1 IJ f 3 3x4= 1-0-0 0-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress'nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-5-8,2=21/Mechanical,3=16/Mechanical Max Horz 1=14(LC 12) Max Uplift 1=-6(LC 12),2=-15(LC 12),3=-5(LC 12) Max Gray 1=37(LC 1),2=21(LC 1),3=20(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1,15 lb uplift at joint 2 and 5 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/030015 BEFORE USE Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must vert ty the appllcabsity of design parameters and properly incorporate This design Into the overall Wel(' building design. liachg Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Crtiaria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK . a T13591740 J180142 J25 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:04 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-4WjxmDugEyvrL_e3bhrGTaAASD5WvOTPjoNSrJzX7Ab 3-0-0 3-0-0 Scale=1:11.4 4.00 12 2 1 ^Q ra 4 ►, 3 3x6 11 Ori-1 1-1 2 3-0-0 2-10-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 - Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Herz 4=53(LC 12) Max Uplift 4=-23(LC 12),2=-49(LC 12),3=2(LC 12) Max Gray 4=103(LC 1),2=70(LC 1),3=52(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24f1;eave=4ft;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 4,49 lb uplift at joint 2 and 2 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MJTEK REFERANCE PAGE AME-7473 rev.101012015 BEFORE USE Design valid for use only with Mllek®connectors.this design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with posble personal knlrxy and properly damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK e • T13591741 J180142 J26 Corner Jack 4 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:05 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-ZiHJzZvS?F1 hz8DF9ONVOnilXdO6erjZyS6ONIzX7Aa 5.0.0 5-0-0 Scale=1:14.6 2 4.00 12 i 6 co 5 N 1 `v •I ?)X 3 3x6 11 • 5-0-0 4-10-4 Plate Offsets(X,Y)— [1:0-0-9,0-1-121,[4:0 2 4,0-0-8],[4:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 rVa ria BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:161b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=177/0-5-8,2=120/Mechanical,3=57/Mechanical Max Horz 4=80(LC 12) Max Uplift 4=-46(LC 12),2=-81(LC 12),3=-i(LC 12) Max Gray 4=177(LC 1),2=120(LC 1),3=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 4,81 lb uplift at joint 2 and 1 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE MA-7073 rev.10/03/2015 BEFORE USE 11111 Design valid for use only with Mick®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal kyury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cr feria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexondrlo,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK e • T13591742 J180142 J27 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 5 Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:06 2018 Page 1 ID:2WfIOM3BzaahTOggScXDcczY7Bl-1 urhBvw51Z9YaloSj6ukY?FPYOfbNIziB6sZwCzX7AZ I 7-0-0 7-0-0 Scale=1:17.8 2 4.0012 7 6 co o m CO N 11 I � 1 5 �\ 3 5x8 M18SHS II 4 2-6-12 7-0-0 - 2-5-0 4-5-4 Plate Offsets(X,Y)-- 0-0-9,0-1-12],(5:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.02 4-5 >999 240 M18SHS 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code F8C2017/TP12014 Matrix-MR Weight:22 lb FT=208b LUMBER- BRACING- TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except(jt=length)2=Mechanical,3=Mechanical. (Ib)- Max Horz 5=108(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-107(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,2,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 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)The Fabrication Tolerance at joint 5=12%,joint 5=12% 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 2=107. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.1093/2015 BEFORE USE. Design valid for use only with MlTelr©connectors.1Ms design Is based only upon parameters Known.and h for an Irxdlvldual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lT ei Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the kabrlcatbn.storage.delivery,erection and bracing of trusses and teas systems.seeANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Nezondda.VA 22314. i Tampa.FL 33610 Job 'Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK a • T13591743 J180142 J28 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:07 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-V5P3OExJWtHPCSNeGpPz5CoYBQOX6k3sPmb7SezX7AY -2-9-15 3-6-8 6-9-4 2-9-15 3-6-8 3-2-12 Scale=1:21.5 4 I� ° 1 .,► to NAILED NAILED 1.5x4' 11 4.95 12 ' ' 3 dio•••• 7 NAILED NAILED N 10 2 w 12 13 6 NAILED NAILED 1 3x5 NAILED NAILED 5 3x4= 6-9-4 6-9-4 Plate Offsets(X,Y)-- [2:0-0-6,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 6-9 >492 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.18 6-9 >437 180 BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 2 nta n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=85/Mechanical,2=337/0-7-6,5=100/Mechanical Max Horz 2=187(LC 8) Max Uplift 4=-63(LC 8),2=-306(LC 8),5=-34(LC 5) Max Gray 4=99(LC 17),2=483(LC 28),5=217(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-427/63 BOT CHORD 2-6=-108/320 WEBS 3-6=-352/118 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 2=306. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:10=51(F=26,B=26)12=72(F=36,B=36)13=7(F=3,B=3) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 V WARNING-Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.I0/03/2016 BEFORE USE. mit Design valid for use only with MITekt connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal hlry and properly damage. For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI I Quality Criteria,DSB-89 and SCSI Boding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandda.VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591744 J180142 J29 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 5 Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:08 2018 Page 1 I D:2W fIOM3BzaahTOggScXDcczY7Bl-ZHyRcaxLHAPGgbygqXwCdQKmHqM HgCT?eQLg_4zX7AX -2-9-15 2-2-15 4-2-3 2-9-15 i 2-2-15 i 1-11-3 Scale=1:16.4 3 4.95 12 NAILED NAILED 8 N 2 1 II 9 NAILED NAILED 4 1 3x4- q-2-1? 4-2-3 0-2-13 3-11-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 4-7 >597 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 4-7 >657 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical,2=282/0-7-12,4=3/Mechanical Max Horz 2=143(LC 8) Max Uplift 3=-43(LC8),2=-296(LC 8),4=-38(LC 17) Max Gray 3=87(LC 28),2=379(LC 28),4=92(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=1b) 2=296. 6)*NAILED'indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:8=51(F=26,B=26)9=72(F=36,B=36) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIN-7473 rev.10N3/2015 BEFORE USE mil. Design valid for use only with MITeke connectors.Ills design Ls based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Institute.218 N.Lee Street,Suite 312,Nexanxdrlo.VA 22314. Tampa.FL 33610 Job I Truss Truss Type TOty Ply I Riverside Homes/Rummans Res/JK r r I 713591745 J180142 J30 Jack-Partial Girder 1 1 1 Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:09 2018 Page 1 I D:2W ft0M3BzaahTOggScXDcczY7Bl-RT W gpwyz2UX7Rl W OOERRAdtywEj nZbr8t44DW XzX7AW 4-9-8 9-7-1 4-9-8 4-9-8 Scale=1:18.1 4 2.12,12 NAILED ,6 i l to NAILED 3x4= ' NAILED 15 3 • 3x4- A • o ti 14 2 r N N 1 � t 110.11 2 C a 1 f ' u ' 'S 1 17 18 7 19 i,� NAILED NAILED15x4 II NAILED ►, 3x4=6 5 3x5 I I 0-1-12 4-9-8 9-6-3 9-7-1 0-142 4-7-13 4-8-11 0-0-14 Plate Offsets(X,Y)-- )1:0-3-3.0-1-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO ; WB 0.31 Horz(CT) 0.01 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 4=134/Mechanical,6=258/0-7-10,1=390/0-7-12 Max Horz 1=90(LC 4) Max Uplift 4=-104(LC 4),6=-112(LC 4),1=-201(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-743/375 BOT CHORD 1-7=-430!718,6-7=-430/718 WEBS 3-6=-743/445 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=104,6=112.1=201. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:15=-0(F)16=-36(F)17=-5(F)18=-6(F)19=-27(F) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M It-7473 rev.10/03/2015 BEFORE USE. poi Design valid for use only with MiTek©connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WVI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 1' Y T13591746 J18014 ' J30A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:11 2018 Page 1 I D:2WftOM3BzaahTOggScXDcczY7Bl-NseaEc_Da5orh3gPVfTvF2ylV 1 OC1 VGRKOZKbPzX7AU 4-11-0 9-10-1 4-11-0 4-11-0 Scale=1:18.6 4 2.12 1712 NAILED 16 NAILED 354= I I NAILED 15 3 = I 3x42::: x4 co 14 2 � N N 1 ' I00 t� 1 �-- I - I I _ NAILED NAILED 1,5x4 II NAILED 3x4= 3x5 I I • 0-1-12 4-11-0 9-3-8 9-10-1 0 -12 4-9-5 I 4 4-8 0-6-9 I Plate Offsets(X,V)-- [1:0-3-3.0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.32 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. All bearings Mechanical except(jt=length)6=0-7-12,1=0-7-12. (Ib)- Max Horz 1=93(LC 17) Max Uplift All uplift 100 lb or less at joint(s)except 4=-105(LC 4),5=-580(LC 3),6=-243(LC 4),1=-204(LC 4) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=842(LC 3),1=388(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-715/376 BOT CHORD 1-7=-433/691,6-7=-433/691 WEBS 3-6=-715/448 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 4,580 lb uplift at joint 5,243 lb uplift at joint 6 and 204 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:15=-0(B)16=-36(B)17=-5(B)18=-6(B)19=-27(B) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cat 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.10173/2015 BEFORE USE. le Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and is for arc Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available Corn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591747 J180142 J31 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:12 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-r2CyRy_rLPwiIDFb3M?8oGVSzRkNmxObZ2Ju7rzX7AT 4-9-8 9-7-1 4-9-8 4-9-8 Scale=1:18.1 4 2.12112 NAILED 16 /J/ to NAILED 3x4= ' NAILED • 15 3 3x4- m 14 2 - IMO o 4 ' ISO a II LI " I,' 17 187 19 6 5 NAILED NAILED I 5x4 H NAILED 3x4= 3x5 11 0-1-12 4-9-8 9-7-1 0-1-12 4-7-13 4-9-8 Plate Offsets(X,Y)-- (1:0-3-3,0-1-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 4=136/Mechanical,5=248/Mechanical,1=396/0-7-12 Max Horz 1=90(LC 17) Max Uplift 4=-105(LC 4),5=109(LC 4),1=-204(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-771/387 BOT CHORD 1-7=-442/744,6-7=-442/744 WEBS 3-6=-770/457 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 4,109 lb uplift at joint 5 and 204 lb uplift at joint 1. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:15=-0(B)16=-36(B)17=-5(B)18=-6(B)19=-27(B) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design s based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 QuaIty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK T13591748 1J180142 J31A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 6 Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:13 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-KEmKfl?U6j2ZwNgod4W NKT2dar4NVO9koi2RfIzX7AS 4-11-0 9-10-1 4-11-0 4-11-0 Scale=1:18.0 4 2.12 12 NAILED 16 NAILED 3x4 I 3 NAILED 15 . 3x4 I 14 2 - 1 I 110 - I I - ;P�� 17 187 19 6 5 NAILED NAILED 1.5x4 II NAILED 3x4= 3x5 II 0-I1-12 4-11-0 I 9-10-1 0-1-12 4-9-5 4-11-0 Plate Offsets(X,Y)-- 11:0-3-3,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incl NO WB 0.36 Horz(CT) 0.01 5 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 4=137/Mechanical,5=255/Mechanical,1=407/0-7-12 Max Horz 1=93(LC 4) Max Uplift 4=-107(LC 4),5=-112(LC 4),1=210(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-804/403 BOT CHORD 1-7=-459/776,6-7=-459/776 WEBS 3-6=-802/475 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 4,112 lb uplift at joint 5 and 210 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:15=-0(F)16=-36(F)17=-5(F)18=-6(F)19=-27(F) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201€ WARNING-Verify design parameters and READ NOTES ON T11/S AND INCLUDED MITEK REFERANCE PAGE MII7473 rev.10/032015 BEFORE USE • Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591749 J180142 J32 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:14 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-oRKjse06t0AQYW P_Bnl cthaoXFPDEsPtOMo_CkzX7AR 4-9-8 9-7-1 4-9-8 4-9-8 4 Scale=1:18.3 2.83 12 16 3x4 3 15 3x4 2 001 14 csr 1 1001 17 1819 l le4' 3x4= 1.5x4 II 5 3x5 11 0-II1- 2 4-9-8 I 9-68 9 -1 0 t-�2 4-7-13 4-90 9 Plate Offsets(X,Y)-- (1:0-2-0,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-11-2 REACTIONS. (lb/size) 1=397/0-7-12,4=135/Mechanical,5=256/0-2-5 Max Horz 1=105(LC 4) Max Uplift 1=-167(LC 4),4=-95(LC 4),5=-101(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-647/280 BOT CHORD 1-7=-344/641,6-7=-3441641 WEBS 3-6=-674/362 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 1,95 lb uplift at joint 4 and 101 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 lb down and 20 lb up at 1-5-0,and 30 lb down and 62 lb up at 4-2-15,and 52 lb down and 102 lb up at 7-0-14 on top chord,and 5 lb down and 9 lb up at 1-5-0,and 20 lb down and 10 lb up at 4-2-15,and 39 lb down and 16 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Michael S.Magid PE No.53681 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:15=-0(B)16=-44(B)17=-5(B)18=-6(B)19=-29(B) 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' S always required tot stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI I Quality Criteria,058-89 and BCSI Building Component Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarnpa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK y T13591750 J180142 J32A Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:15 2018 Page 1 ID:2Wfl0M3BzaahTOggScXDcczY7Bl-Gdu54_1keKIH9g_AkVYrQu7zDfm6zJS1FOXYkAzX7AQ 4-11-0 9-10-1 4-11-0 4-11-0 4 — Scale=1:18.6 2.83 12 ' 16 3x4 3 15 0010 3x4% CD o 14 2 1 tr H— — —� P 17 18 19 1.5x4 I 6 5 1 3x611 • 3x4= a7-12 4'9 5 l 9-8-15 4-9-15 0--1-1 Plate Offsets(X,Y)-- [1:0-2-0,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=402/0-7-12,4=136/Mechanical,6=270/0-7-11 Max Horz 1=108(LC 17) Max Uplift 1=-170(LC 4),4=-96(LC 4),6=-105(LC 4) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-673/279 BOT CHORD 1-7=-346/638,6-7=-346/638 WEBS 3-6=-670/363 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi-0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 1,96 lb uplift at joint 4 and 105 lb uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 lb down and 20 lb up at 1-5-0,and 30 lb down and 62 lb up at 4-2-15,and 52 lb down and 102 lb up at 7-0-14 on top chord,and 5 lb down and 9 lb up at 1-5-0,and 20 lb down and 10 lb up at 4-2-15,and 39 lb down and 16 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:15=-0(B)16=-44(B)17=-5(B)18=-6(B)19=-29(B) MiTek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date. March 26,2018 � I A WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE tut Design valid for use only with MiTekrtr connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexarxdria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591751 J180142 J33 Diagonal Hip Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:17 2018 Page 1 ID:2W fl0M3BzaahTOggScXDcczY781-C0?rVf2_AxY_P_8ZSwaJVJCI?SQ7RDj KjK0ep3zX7AO -2-9-15 5-0-14 9-10-1 2-9-15 5-0-14 4-9-2 4 Scale=1:29.0 NAILED �+ NAILED 13 4.95 12 NAILED 3x4 ' NAILED 3 12 00 00 NAILED NAILED 11 2NMI k 14 157 16 6 *MINAILED NAILED 1 5x4 II NAILED 5 3x4= NAILED NAILED NAILED 3x4= 5-0-14 9-10-1 5-0-14 4-9-2 Plate Offsets(X,V)-- (2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=136/Mechanical,2=535/0-7-6,5=295/Mechanical Max Horz 2=239(LC 8) Max Uplift 4=-108(LC 8),2=-348(LC 8),5=-i15(LC 5) Max Gray 4=136(LC 1),2=594(LC 28),5=331(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-774/218 BOT CHORD 2-7=-288/638,6-7=-288/638 WEBS 3-6=-700/316,3-7=0/268 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 4,348 lb uplift at joint 2 and 115 lb uplift at joint 5. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:11=26(F)12=-2(B)13=-73(F=-31,B=-42)14=30(F=36,8=-6)15=-8(F=3,B=-11)16=-60(F=-24,B=-36) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 __ I 11111. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03!2015 BEFORE USE. Design valid for use only with MITek®connectors.Reis design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Ihis design Into the overall building design. Racing Indicated is to prevent buckling of Indlvkivai truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK Y T13591752 I J180142 JJ01 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:18 2018 Page 1 ID:2W flOM38zaahTOggScXDcczY7B1-gCZDi?3cxFgrO8ilQd5Y1 XI W astoAjxTx_mCLVzX7AN -2-0-0 1-0-0 I2-0-0 I 1-0-0 I . Scale=1:10.9 , //' 7.00 12 3 2 0 in-A, o M 3x4= 4 1 1-0-0 0-0 I 1-0-o Plate Offsets(X,Y)-- 12:Edge,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def! Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- B RACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-30/Mechanical,2=266/0-5-8,4=-51/Mechanical Max Horz 2=98(LC 12) Max Uplift 3=-30(LC 1),2=-275(LC 12),4=-51(LC 1) Max Gray 3=53(LC 12),2=266(LC 1),4=85(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3,275 lb uplift at joint 2 and 51 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.TMs design Is based only upon parameters shown,and Is for an Individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of indivklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591753 J180142 JJ01A Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:18 2018 Page 1 ID:2W fIOM3BzaahTOggScXDcczY7Bl-gCZDi?3cxFgrO8i IQd5Y1 XI W astoAjxTx_mCLVzX7AN -2-0-0 1-0-0 I 2-0-0 1-0-0 Scale=1:10.9 3 i, 7.00 12 2 0 CO4 1 3x4 00-121-0-0 0 1-1 0-10-4 Plate Offsets(X,Y)-- (2:Edge,0-0-41 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-30/Mechanical,4=-51/Mechanical,2=266/0-5-8 Max Horz 2=98(LC 12) Max Uplift 3=-30(LC 1),4=-51(LC 1),2=-275(LC 12) Max Gray 3=53(LC 12),4=85(LC 12),2=266(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3,51 lb uplift at joint 4 and 275 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11-7473 rev.10103/1015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown.and Is for an individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ek' is always required for stability and to prevent collapse with posstle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPlt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 1 4 T13591754 J180142 JJ02 Corner Jack 8 1 11 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:19 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-8O7bvL4EiZoielH zKdnaklhKGC4vABdAeVItyzX7AM • I -2-0-0 3-0-0 2-0-0 3-0-0 ' Scale=1:16.8 3 � v: N N rD No2 ri o 61 4 4000•07,A 1 2x5= 3-0-0 3-0-0 Plate Offsets(X,Y)-- (2:0-5-0,Edgej LOADING(psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical,2=260/0-5-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2.182(LC 12) Max Gray 3=58(LC 17),2=260(LC 1),4=47(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 182 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 4 1 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE 1111-7473 rev.10103/2015 BEFORE USE 1111 Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual betiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quatiy Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK ■ Ti 3591755 J180142 JJ02A Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:20 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-dbh_7h5tSswZGRs8X2807ygs4gXJedRmPI FJ POzX7AL -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:16.8 3 7.00 12 ri 9 rP N 2 tfi OM 4 8 1 2x5= 3-0-0 2-10-4 Plate Offsets(X,Y)-- 12:0-5-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical,2=260/0-5-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-182(LC 12) Max Gray 3=58(LC 17),2=260(LC 1),4=47(LC 3) • FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 182 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MeV is always required for stability and to prevent collapse with possible personal ritzy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK y ■ T13591756 J180142 JJ02B Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:21 2018 Page 1 I D:2WflOM3BzaahTOggScXDcczY7Bl-5nFMK15VDA2QubRK5IfFf9N5P3uW N4hvdy_sygzX7AK 3-0-0 3-0-0 Scale=1:13.4 2 7.00 12 , N 1' r TIFF 3 2x4= 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Idefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=109/0-7-4,2=69/Mechanical,3=40/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=-18(LC 12),2=-54(LC 12),3=-6(LC 12) Max Gray 1=109(LC 1),2=75(LC 17),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1,54 lb uplift at joint 2 and 6 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mlt-7473 rev.10+0312OIS BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual friss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591757 J180142 JJ03 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:22 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-ZzpkYN67_UAHVIOW fTAUCNwCaTDm6Xw3sckPUGzX7AJ -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:16.8 3 7.00 12 9 ro a 2 4 8 2x6= 3-0-0 3-0-0 Plate Offsets(X,Y)-- (2:0-5-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical,2=260/0-5-8,4=18/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-30(LC 12),2=-182(LC 12) Max Gray 3=58(LC 17),2=260(LC 1),4=47(LC 3) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult_130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 182 lb uplift at joint 2. Michael S.Magid PE No.53681 Musk USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mliek®connectors.This design is based only upon parameters shown,and is for an Individual bolding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 , Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • T13591758 J180142 JJ03A Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:23 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7B1-1 AM61j711n187vbjCAhjkaSNNtXNr_AC5GTz0jzX7A1 5-0-0 5-0-0 Scale=1:19.2 2 ,r) 7.00 12 7 ¢ N CI? CD d Ni 1• 3 2x4= 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (1oc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 3-6 >929 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/0-5-8,2=118/Mechanical,3=65/Mechanical Max Horz 1=118(LC 12) Max Uplift 1=-30(LC 12),2=-94(LC 12),3=-7(LC 12) Max Gray 1=183(LC 1),2=128(LC 17),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1,94 lb uplift at joint 2 and 7 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M net(' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591759 J160142 i JJ04 Comer Jack 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:24 2018 Page 1 I D:2 W flOM3BzaahTOggScXDcczY7Bl-VMw Uz28 N W 5Q?I3AvmuCyHo?Ye HSaaRQMKwD W Y9zX7AH -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:22.5 3 'I •••••••0001°.°117, u: o m N 2 CC11 i_� 4 2X5= 5-0-0 5-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 4-7 >822 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=107/Mechanical,2=318/0-5-8,4=52/Mechanical Max Horz 2=193(LC 12) Max Uplift 3=-79(LC 12),2=-173(LC 12) Max Gray 3=118(LC 17),2=318(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 173 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Q WARNING-Vedy design parameters and READ NOTES ON TRIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rw.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is Tor an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse wtth possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSl/lPII Quality Ciliate,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK y T13591760 J180142 JJ04A Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:25 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-zYUtAO9?HPYsM DI5KbJBq?Xf8hBYJuHVYay45bzX7AG -2-0-0 1-2-8 4-0-0 5-0-0 2-0-0 1-2-8 2-9-8 I 1-0-0 Scale=1:22.5 6 1.5x4 I I �)•) 7.00 FIT • 1.5x4 I I 4 3 9 1.5x4= q 14772 1111 3x4= ■ 1111 10 8 PIM 1.5x4 I! 1.5x4 II 7 1 3x4= 1-2-8 4-0-0 5-0-0 1-2-8 2-9-8 1-0-0 Plate Offsets(X,Y)-- [2:Edge,0-0-41,[4:0-0-4,0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 16 >916 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.09 16 >647 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.07 7 ria n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 6=148/Mechanical,2=309/0-5-8,7=8/Mechanical Max Horz 2=193(LC 12) Max Uplift 6=-73(LC 12),2=175(LC 12) Max Gray 6=161(LC 17),2=309(LC 1),7=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-14,Interior(1)0-11-14 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 6 and 175 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M5-7473 rev.IOV3/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal krAxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK ti T13591761 J180142 JJ05 Jack-Open 8 I 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:26 2018 Page 1 I D:2 W flOM3BzaahTOggScXDcczY7Bl-Rk2 FN k9d2i hj_M KI uJ FQM D4u84X22LwenDidd2zX7AF -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:22.5 3 7.00inc, m8 ' 2 ri4 - �, X5 at- 2 5-0-0 a - 2 4-10-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 4-7 >822 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=107/Mechanical,2=318/0-5-8,4=52/Mechanical • Max Horz 2=193(LC 12) Max Uplift 3=-79(LC 12),2=-173(LC 12) Max Gray 3=118(LC 17),2=318(LC 1),4=87(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 173 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.Nils design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK a T13591762 J180142 JJ06 Jack-Open 19 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:26 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-Rk2FNk9d2ihj_MKI uJFQMD4o_4UQ2LWenDidd2zX7AF -2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:28.1 3 VIl 7.00 12 100.0..7•0••••••••0 8 2 A p, 1 4 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 4-7 >595 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.26 4-7 >324 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical,2=385/0-7-4,4=81/Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-123(LC 12),2=-176(LC 12) Max Gray 3=174(LC 17),2=385(LC 1),4=125(LC 3) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 176 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201e am o WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal inkxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormalon available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK TI3591763 J180142 JJ06A Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:27 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-vxcdb4AGpOpacWvUROmfvQdwkUo?noAo0tRA9UzX7AE -2-0-0 1-5-8 3-5-8 7-0-0 1 2-0-0 1 1-5-8 I 2-0-0 3-6-8 Scale=1:28.1 6 11JJ 700 12 6x6 II 5 n m to8 I; o v v 5x5 1111111: 17 3 � . 470111 , 9 2 twil 3x,5* 3x6= - ,I o MI ►M 10 8 1 2x4 11 5x5 I I 7 3x4= 1-5-8 3-5-8I 7-0-0 1-5-8 2-0-0 3-6-8 Plate Offsets(X,Y)-- [2:Edge,0-0-4],[3:0-3-3,Edge],[4:0-2-12,0-1.8],[5:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.16 9 >521 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.26 9 >324 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.10 7 n/a r/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MR Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS. (Ib/size) 6=153/Mechanical,2=380/0-5-8,7=85/Mechanical Max Horz 2=241(LC 12) Max Uplift 6=-101(LC 12),2=-178(LC 12),7=-18(LC 12) Max Gray 6=166(LC 17),2=380(LC 1),7=101(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-377/0,4-5=-470/140 BOT CHORD 2-10=-97/393,4-9=-274/560 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 6,178 lb uplift at joint 2 and 18 lb uplift at joint 7. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M5.7473 rev.10/9312015 BEFORE USE. mi Design valid for use only with MiTek®connectors.tnls design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591764 J180142 JJ066 Jack-Open 4 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:28 2018 Page 1 I D:2WflOM3BzaahTOggScXDcczY7Bl-07A?oQBuaKxRDgTg?jHuRe9DIuEFW ESxEXBkhwzX7AD -2-0-0 7-0-0 2-0-0 7-0-0 1.5x4 II Scale=1:28.7 4 > l.5x4 1 3x4= 7-0-0 7-0-0 Plate Offsets(X,Y)-- 12:0-2-3,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.08 5-8 >993 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=915/0-5-8,5=702/Mechanical Max Horz 2=239(LC 12) Max Uplift 2=-119(LC 12),5=-127(LC 12) Max Gray 2=915(LC 1),5=723(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-868/92 BOT CHORD 2-5=-234/818 WEBS 4-5=-264/147,3-5=-954/273 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-10-4 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 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 fora live load of 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 2 and 127 lb uplift at joint 5. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Michael S.Magid PE No.53681 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA.Inc.FL Cert 6634 Uniform Loads(plf) Vert:1-2=-54,5-6=-20 Date Pari a East Blvd.Tampa FL 33610 Date: March 26,2018 Continued on Dane 2 ©WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • T13591764 J180142 JJ06B Jack-Open 4 2 ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:28 2018 Page 2 I D:2W flOM3BzaahTOggScXDcczY7Bl-07A?oQBuaKxRDgTg?j HuRe9DIuEFW ESxEXBkhwzX7AD LOAD CASE(S) Standard Trapezoidal Loads(pif) Vert 2=-229(F=-73)-to-4=-170(F=-14) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-44,5-6=-20 .Trapezoidal Loads(pif) Vert:2 1 Job I Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK r T13591764 J180142 JJ06B Jack-Open 4 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:28 2018 Page 3 I D:2 W f IOM3BzaahTOggScXDcczY7Bl-07A?oQBuaKxRDgTg?j Hu Re9DIuE FW ESxEXBkhwzX7AD LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-8,5-6=-20 Horz:1-2=-6,2-4=1 Trapezoidal Loads(plf) Vert:2=-145(F=-73)-to-4=-86(F=-14) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-8,5-6=-20 Horz:1-2=-6,2-4=1 Trapezoidal Loads(plf) Vert:2=-145(F=-73)-to-4=-86(F=-14) 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-14,5-6=-20 Trapezoidal Loads(plf) Vert:2=-134(F=-73)to 4=75(F=-14) 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-49,5-6=-20 Horz:1-2=5,2-4=11 Trapezoidal Loads(plf) Vert:2=-231(F=-73)-to-4=-172(F=-14) 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-28,5-6=-20 Horz:1-2=-16,2-4=-10 Trapezoidal Loads(plf) Vert:2=-203(F=-73)-to-4=-144(F=-14) 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-39,5-6=-20 Horz:1-2=-5,2-4=1 Trapezoidal Loads(plf) Vert:2=-214(F=-73)-to-4=-155(F=-14) 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-39,5-6=-20 Horz:1-2=-5,2-4=1 Trapezoidal Loads(plf) Vert:2=-214(F=-73)-to-4=-155(F=-14) � t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.TMs design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • 713591765 J180142 JJO6C Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:29 2018 Page 1 ID2WflOM3BzaahTOggScXDcczY7B1-5JkNOmCW Ld3Irg2sZRo7_riHbIVEFif5TBWHEMzX7AC -2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:28.1 3 7.00 I12 a) CD 9 v 8 2 II ►� 1 3x4- 4 7-0-0 I 7-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.14 4-7 >595 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.26 4-7 >324 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical,2=682/0-5-8,4=81/Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-123(LC 12) Max Gray 3=174(LC 17),2=682(LC 1),4=125(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)C-C wind load user defined. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 3. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:2=-297 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,4-5=-20 Concentrated Loads(Ib) Vert:2=-297 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Michael S.Magid PE No.53681 Vert:1-3=-14,4-5=-40 MiTek USA.Inc.FL Cert 6634 Concentrated Loads(Ib) Vert:2=-297 Date: Parke East Blvd.Tampa FL 33610 Date March 26,2018 Continued on oaae 2 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. -- Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • ► T13591765 J180142 JJO6C Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:29 2018 Page 2 I D:2W flOM3BzaahTOggScXDcczY7Bl-sJkNOmC W Ld3lrg2sZRo7_riHbIVEFif5TBwH EMzX7AC LOAD CASE(S) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=73,2-8=47,3-8=39,4-5=-6 Horz:1-2=-82,2-8=-56,3-8=-47 Concentrated Loads(Ib) Vert:2=-297 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=32,2-9=39,3-9=47,4-5=-6 Horz:1-2=-40,2-9=-47,3-9=-56 Concentrated Loads(Ib) Vert:2=-297 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=-58,4-5=-20 Horz:1-2=-37,2-3=44 Concentrated Loads(Ib) Vert:2=-297 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-51,2-3=-58,4-5=-20 Horz:1-2=37,2-3=44 Concentrated Loads(Ib) Vert:2=-297 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=10,4-5=-6 Horz:1-2=-39,2-3=-18 Concentrated Loads(Ib) Vert:2=-297 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=13,2-3=20,4-5=-6 Horz:1-2=-21,2-3=-29 Concentrated Loads(Ib) • Vert:2=-297 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-29,4-5=-20 Horz:1-2=7,2-3=15 Concentrated Loads(Ib) Vert:2=-297 11)Dead+0.6 MW FRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=7,2-3=-0,4-5=-20 Horz:1-2=-21,2-3=-14 Concentrated Loads(Ib) Vert:2=-297 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=53,2-3=33,4-5=-6 Horz:1-2=-62,2-3=-41 Concentrated Loads(Ib) Vert:2=-297 13)Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=38,2-3=18,4-5=-6 Horz 1-2=-47,2-3=-26 Concentrated Loads(Ib) Vert:2=-297 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-8,2-3=-15,4-5=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(Ib) Vert:2=-297 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-8,2-3=-15,4-5=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(ib) Vert:2=-297 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,4-5=-20 Continued on Daae 3 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE 11111[ Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ; building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 113591765 J180142 JJO6C Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:29 2018 Page 3 I D:2W flOM3BzaahTOggScXDcczY7Bl-sJkNOmC W Ld3lrg2SZRo7_ri HbIV EFif5TBW HEMzX7AC LOAD CASE(S) Concentrated Loads(Ib) Vert:2=-297 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-49,2-3=-55,4-5=-20 Horz:1-2=5,2-3=11 Concentrated Loads(Ib) Vert:2=-297 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-28,2-3=-34,4-5=-20 Horz:1-2=-16,2-3=-10 Concentrated Loads(Ib) Vert:2=-297 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-39,2-3=-45,4-5=-20 Horz:1-2=-5,2-3=1 Concentrated Loads(Ib) Vert:2=-297 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-2=-39,2-3=-45,4-5=-20 Horz:1-2=-5,2-3=1 Concentrated Loads(Ib) Vert:2=-297 A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITER REFERANCE PAGE AW-7473 rev.10/031201S BEFORE USE. Design valid for use oMy with MiTek®connectors.This design k based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate MB design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 {Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK e T13591766 J180142 JJO6D Jack-Open 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:30 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-KW ImD6C86xB8T_d378JMX3FURis4_9vEirggmpzX7AB 7-0-0 7-0-0 Scale=1:26.1 2 7.00 DT 8 7 i 3 2x5= 7-0-0 7-0-0 Plate Offsets(X,Y)-- (1:0-2-11,0-1-0j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.15 3-6 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.24 3-6 >345 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ROT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=257/0-7-4,2=167/Mechanical,3=90/Mechanical MaxHorz 1=166(LC12) Max Uplift 1=-43(LC 12),2=-i34(LC 12),3=8(LC 12) Max Gray 1=257(LC 1),2=181(LC 17),3=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1,134 lb uplift at joint 2 and 8 lb uplift at joint 3. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.10/7372015 BEFORE USE 1111111 Design valid for use only with MITekm connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overair building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • T13591767 J180142 JJ07 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:31 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-oir8RSDmtFJ?48C Fgsgb3Gneo5DujbxOxVPOIFzX7AA -2-9-15 3-7-15 7-0-2 2-9-15 3-7-15 3-4-3 Scale=1:22.0 4 it NAILED NAILED 1.5x4 11 4.95 12 3 1 .I NAILED 4":4/. NAILED 10 II_ 2 12 13 6 40000000 1111111- NAILED NAILED 1 '- NAILED NAILED 5 3x4= 0r2 7-0-2 0-2- 6-10-o Plate Offsets(X,Y)-- [2:0-0-2,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.18 6-9 >467 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 6-9 >409 180 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:32 lb FT=20%• LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=86/Mechanical,2=344/0-7-12,5=109/Mechanical Max Horz 2=191(LC 8) Max Uplift 4=-69(LC 24),2=-307(LC 8),5=35(LC 5) Max Gray 4=101(LC 17),2=492(LC 28),5=211(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-424/60 BOT CHORD 2-6=-112/316 WEBS 3-6=-348/123 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 4,307 lb uplift at joint 2 and 35 lb uplift at joint 5. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:10=51(F=26,B=26)12=72(F=36,B=36)13=7(F=3,B=3) Michael S.Magid PE No.53681 Musk USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 11111 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03P2015 BEFORE USE pi ll Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an individual buAding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" • is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK TI3591768 J180142 JJ08 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:32 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-GuP W eoEOeYRsil nREZMgcUKrNVXwS_GX999xghzX7A9 -2-9-15 5-0-14 9-10-1 2-9-15 5-0-14 4-9-2 4 Scale=1:29.0 NAILED 'a NAILED 13 4.95 12 NAILED 3x4 ' NAILED 3 0 12 o► rn N NAILED000001111111111 NAILED 11 0000002040110 � I `' II ��� 14 15 16 6 11811 7 NAILED NAILED 1.5x4 II NAILED 5 3x4= NAILED NAILED NAILED 3x4= 01-6 5-0-14 9-10-1 0-6-6 5-0-8 4-9-2 Plate Offsets(X,Y)-- [2:0-0-6,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.10 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.09 7-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=147/Mechanical,2=466/0-9-8,5=262/Mechanical Max Horz 2=239(LC 24) Max Uplift 4=-100(LC 8),2=-343(LC 8),5=-87(LC 8) Max Gray 4=147(LC 1),2=635(LC 28),5=327(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-807/148 BOT CHORD 2-7=-227/660,6-7=-227/660 WEBS 3-6=-725/249 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 4,343 lb uplift at joint 2 and 87 lb uplift at joint 5. 6)°NAILED"indicates 3-10d(0.148'x3")or 2-12d(0.148°x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:11=51(F=26,B=26)13=-102(F=-71,B=-31)14=72(F=36,B=36)15=7(F=3,8=3)16=-24(B) Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10A03/2015 BEFORE USE. Design valid for use only with MILek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 .E Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK S i TI3591769 J180142 JJ09 Diagonal Hip Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:34 2018 Page I I D:2W flOM3BzaahTOggScXDcczY7Bl-CHXG3TFf9AhaxbxgM_OIhvPCUJCewusgdTe2vazX7A7 -2-9-15 5-0-14 9-10-1 2-9-15 I 5-0-14 4-9-2 4 Scale=1:29.0 NAILED I+ NAILED 13 4.95 12 NAILED 3x4% ' NAILED 3 12 fio• O. NAILED 11111110 NAILED 11 2 • ti 14 157 16 6 NMI1 NAILED NAILED 1.5x4 NAILED 5 3x4= NAILED NAILED NAILED 3x4= 5-0-14 9-10-1 5-0-14 4-9-2 Plate Offsets(X,Y)-- [2:0-0-6,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.10 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 5 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=134/Mechanical,2=461/0-7-6,5=263/Mechanical Max Horz 2=239(LC 8) Max Uplift 4=-102(LC 8),2=-343(LC 8),5=-86(LC 8) Max Gray 4=134(LC 1),2=632(LC 28),5=331(LC 29) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-816/148 BOT CHORD 2-7=-228/649,6-7=-228/649 WEBS 3-6=-712/250,3-7=0/284 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 4,343 lb uplift at joint 2 and 86 lb uplift at joint 5. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:11=51(F=26,B=26)13=-62(F=-31,B=-31)14=72(F=36,B=36)15=7(F=3,B=3)16=-47(F=-24,B=-24) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � r ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Indivkiud truss web and/or chord members only. Additional temporary and permanent bracing - MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,05849 and SCSI Budding Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK I 1 li T13591770 J180142 JJ10 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:35 2018 Page 1 ID2W flOM3BzaahTOggScXDcczY7Bl-gT5fGpGHwTpRZI W OvivXD6yUojhzfQ8zs7NbROzX7A6 -1-2-0 1-0-0 1-2-0 1-0-0 Scale=1:8.4 3 7.00 12 2 0 '/ 4 2x4= 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YESI WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=3/Mechanical,2=146/0-3-8,4=-8/Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-3(LC 9),2=-128(LC 12),4=-8(LC 1) Max Gray 3=9(LC 8),2=146(LC 1),4=27(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 3,128 lb uplift at joint 2 and 8 Ib uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev.10/03/2015 BEFORE USE. 11111 • Design valid for use only with MITeke connectors.This design Is based ordy upon parameters shown,and is for an individual braiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK l T13591771 J180142 JJ11 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:35 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7BI-gT5fGpGHwTpRZI W OvivXD6yUojhafQ8zs7NbROzX7A6 -1-2-0 1-8-0 1-2-0 1-8-0 Scale=1:10.3 3 7.00 riF 0 R Y 2 2x4= 4 i 1-8-0 I 1-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT). -0.00 7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight 8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=26/Mechanical,2=153/0-3-8,4=10/Mechanical Max Horz 2=84(LC 12) Max Uplift 3=-14(LC 9),2=-109(LC 12) Max Gray 3=30(LC 17),2=153(LC 1),4=26(LC 3) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 3 and 109 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.10/030015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not _ a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexardria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK t 113591772 J180142 JJ12 Diagonal Hip Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:36 2018 Page 1 ID:2WflOM3BzaahTOgciScXDcczY7Bl-9gfI U9HvhnxlBv5DTPQmmKVeY60xOs074n79_SzX7A5 -1-7-13 1-3-10 2-3-9 1-7-13 1-3-10 0-11-14 ' Scale=1:10.1 NAILED 3 NAILED ', 4.95 12 ' 1111 JEMIEMli 9NAILED 4 1 NAILED 2x4= 2-3-9 l 2-3-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Ind" NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=35/Mechanical,2=210/0-4-9,4=13/Mechanical Max Horz 2=81(LC 24) Max Uplift 3=-18(LC 5),2=-158(L08),4=-16(LC 13) Max Gray 3=54(LC 29),2=210(LC 1),4=65(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 3,158 lb uplift at joint 2 and 16 lb uplift at joint 4. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/030016 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPil Qualify Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK S f. T13591773 J180142 KO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:38 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-52mnvrJ9DOBOQDEbbgSErlaw6wdW sk5QY5cG2LzX7A3 -2-0-0 3-0-0 8-3-8 13-7-0 16-7-0 18-7-0 2-0-0 I 3-0-0 5-3-8 5-3-8 I 3-0-0 I 2-0-0 Scale=1:34.0 4x7= NAILED NAILED NAILED 1.5x4 I NAILED NAILED 4x7= 3 17 18 19 4 20 21 22 5 7.0012 nn nnnn nn ili Y: N N N 6 2 A nn nn ' 1r ' nn nn 8 Ia II IEC 10 23 24 9 25 26 8 7 1 NAILED NAILED NAILED NAILED 3x4__ 1.5x4 II 3x8= 1.5x4 II 3x4= NAILED 01214 3-0-0 8-3-8 I 13-7-0 16-4-12 1 7-0 0-2-4 2-9-12 5-3-8 5-3-8 2-9-12 01214 Plate Offsets(X,Y)-- 13:0-5-4,0-2-01,15:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.11 9-10 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.18 Horz(CT) 0.03 6 n/a Na BCDL 10.0 Code FBC2017/1-P12014 Matrix-MSH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=729/0-5-8,6=729/0-5-8 Max Horz 2=-85(LC 6) Max Uplift 2.359(LC 8),6=-359(LC 8) Max Gray 2=894(LC 36),6=894(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 2-3-1324/405,3-4=-1844/689,4-5=-1844/689,5-6=-1324/405 BOT CHORD 2-10=-280/1145,9-10=-278/1159,8-9=-276/1160,6-8=-278/1146 WEBS 3-9=-359/764,4-9=-335/267,5-9=-359/763 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 6. 7)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)192 lb down and 101 lb up at 3-0-0,and 192 lb down and 101 lb up at 13-7-0 on top chord,and 138 lb down and 56 lb up at 3-0-0,and 138 lb down and 56 lb up at 13-5-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,11-14=-20 Concentrated Loads(lb) Michael S.Magid LE erto66341 Vert:3=-3(B)5=-3(B)10=5(B)9=1(B)4=-3(B)8=5(B)17=-3(B) 20=-3(B)22-3(B)23=1(B)24=1(B)25=1.(B) MiTek USA.Inc.FL Cert 6634 26=1(B) ( 8904 Parke East Blvd.Tampa FL 33610 Date. March 26,2018 eeie out 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design 8 based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" • Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Qualify Criteria,DSB-89 and SCSI Wading Component 6904 Parke East Blvd. Safely Information available from Truce Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK t T13591774 J180142 K02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:40 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-1 RuYJXKPIORkfW O_iFViwAfElkll KgVi?P5M7EzX7A1 -2-0-0 5-0-0 11-7-0 16-7-0 18-7-0 2-0-0 5-0-0 6-7-0 5-0-0 2-0-0 Scale=1:34.0 4x7= 5x5= 3 16 17 18 19 4 7.00 I12 n r3 rn r$ y 15 20 d 2 • 5 J to 0 8 7 6 1 3x4= 1.5x4 13x4= 3x4= 01214 5-0-0 ( 11-7-0 16-4-12 161-71-0 0-2-4 4-9-12 6-7-0 4-9-12 04-4 Plate Offsets(X,Y)-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 * Rep Stress Inch YES WB 0.06 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=726/0-5-8,5=726/0-5-8 Max Horz 2=118(LC 11) Max Uplift 2=331(LC 12),5=-331(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-904/390,3-4=-735/393,4-5=-904/389 BOT CHORD 2-8=-179/729,7-8=-178/735,5-7=-211/729 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 5-0-0,Exterior(2)5-0-0 to 16-1-7,Interior(1)16-1-7 to 18-7-14 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 2 and 331 lb uplift at joint 5. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.Ns design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate ihls design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591775 J180142 K03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:41 2018 Page 1 I D:2 W fI OM3BzaahTOggScXDcczY7Bl-V dSwXtL2 W JZbHgzAGyOxTN CO37c K37y5 E3gwfgzX7A0 -2-0-0 7-0-0 9-7-0 16-7-0 18-7-0 2-0-0 7-0-0 2-7-0 7-0-0 2-0-0 Scale=1:34.0 4x7= 5x5= 3 4 7.00 12 16 17 4 15 18 5 2 ■ �. n 8 7 6 1 3x4= 1.5x4 1 3x4= 3x4= 0124 7-0-0 9-7-0 ( 16-4-12 0-2-4 6-9-12 2-7-0 6-9-12 0-2-4 Plate Offsets(X,Y)-- [2:0-0-9,Edgej,[3:0-5-4,0-2-01,(4:0-2-8,0-2-11,[5:0-0-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 7-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.17 8-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=726/0-5-8,5=726/0-5-8 Max Horz 2=151(LC 11) Max Uplift 2=-331(LC 12),5=-331(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-804/332,3-4=-707/362,4-5=-804/332 BOT CHORD 2-8=-104/627,7-8.103/632,5-7=-132/616 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 7-0-0,Exterior(2)7-0-0 to 9-7-0,Interior(1)13-9-15 to 18-7-14 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 2 and 331 lb uplift at joint 5. Michael S.Magid PE No.53681 MiTek LISA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 11. Design valid for use only with MITekm connectors.This design is based only upon parameters shown,and is for an IndMdual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi lT ek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tama.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 1 1. 713591776 J180142 K04 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:42 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-zpOlkCMgHdi RvgYMggXA0ble5XVOoYp?TjaTB6zX7A? -2-0-01 4-4-9 8-3-8 12-2-7 16-7-0 18-7-0 2-0-0 4-4-9 3-10-15 3-10-15 4-4-9 2-0-0 4x4= t Scale=1:33.6 4 i %%4114114Siiii444144•44,17 7.00 12 1.5x4 16 1.5x4�iv35 r18 15 6 7 2 1o1 . Io 8 = 7 1 3x4 i 3x8= 3x4 8-3-8 16-7-0 I 8-3-8 8-3-8 Plate Offsets(X,Y)— 12:0-2-4,0-1-81,16:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.08 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.16 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=726/0-7-4,6=726/0-7-4 Max Horz 2=-172(LC 10) Max Uplift 2=-331(LC 12),6=-331(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-921/348,3-4=-734/280,4-5=-734/280,5-6=-921/348 BOT CHORD 2-8.159/763,6-8=-197/798 WEBS 4-8=-124/528,5-8=-348/197,3-8=-349/197 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 8-3-8,Exterior(2)8-3-8 to 11-3-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 2 and 331 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 C a .1... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi lek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPt l Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK k r T13591777 J180142 K05 Roof Special 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:43 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-ROagyYM I2xgl W_7ZNN2PYoHh7xEeX?Y9hNJ 1 jYzX7A_ -2-0-0 2-7-8 8-3-8 13-11-8 16-7-0 18-7-0 _ 2-0-0 I 2-7-8 I 5-8-0 5-8-0 I 2-7-8 I 2-0-0 I Scale=1:36.9 4x4= 5 :., 04111100 1.5x4 1.5x4 i 7.00 12 4 6 u: Ci' m 5x5 = 5x5= 23 3 ee� 1,17 24 14 12 pQ 2 — 5x10 MT2OHS II 13 — 8 d IN5x10 MT2OHS I I, I 1 16 15 6x6 I 11 10 9 3x4= 1.5x4 I I 6x6 II 1.5x4 II 3x4= 1 1-11-2 10_8-612-7-8 8-3-8 1 13-11-8 114-7-1�1 16-7-0 1 1-11-2 5-8-0 5-8-0 0-8-6 1-11-2 Plate Offsets(X,Y)-- 13:0-2-4,0-2-71,17:0-2-4,0-2-71,112:0-5-0,0-0-01,114:0-5-0,0-1-81,(15:Edge,0-3-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in pc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.19 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.39 12-13 >507 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.17 Horz(CT) 0.27 8 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix-MSH Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=726/0-7-4,8=726/0-7-4 Max Horz 2=-172(LC 10) Max Uplift 2=-331(LC 12),8=-331(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-18=-772/255,3-4=-1180/392,4-5.954/321,5-6=-957/315,6-7=-1198/408, 7-8=-742/240 BOT CHORD 2-16=-92/536,15-16=-92/536,14-15=-104/535,3-14=-162/622,13-14=-203/1051, 12-13=-242/1064,7-12=-136/612,11-12=-126/583,10-11=115/584,8-10=-115/584 WEBS 5-13=-211/847,3-16=-574/155,7-10=-595/174,6-13=-455/223,4-13=-440/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 8-3-8,Exterior(2)8-3-8 to 11-6-13 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 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 2 and 331 lb uplift at joint 8. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE 111111-i Design valid for use only with MITekrD connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall butding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK t P T13591778 J180142 K06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:45 2018 Page 1 ID:2WfIOM3BzaahTOggScXDcczY7B1-OOi RNEOYaY40mHHxVo4tdDN_51tF?vyR9ho7nRzX79y -2-0-0 2-7-8 8-3-8 13-11-8 16-7-0 2-0-0 2-7-8 5-8-0 5-8-0 I 2-7-8 4x4= Scale=1:35.4 5 1.5x4 1.5x4 i 7.00 64 6 v: c\ di 23 5x5= 5x5= 7 22 �I� -=- fIra 2 ' �• 5x10 MT2OHS I 12 i t„��` 8 N o v� a 6x10 MT20HS I I I M ddl J��� 3x8= IEL `. Io 1 15 14 10 9 103 01. 3x4= 1.5x4 I I 4x7 II 4x7 I I 1.5x4 I I 3x4= 1-11-2 2-7-8 8-3-8I 13-11-8 14-7 -1� 16-7-0 1-11-2 10_8_61 5-8-0 5-8-0 0-8-6 1-11-2 Plate Offsets(X,Y)-- [3:0-2-0,0-2-71,17:0-2-0,0-2-71,[11:0-5-0,0-0-01,[13:0-5-0,0-1-8j,(14:0-3-8,Edoej LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.21 11-12 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.43 11-12 >462 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.29 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-7:2x4 SP 2250F 1.9E 2-2-0 oc bracing:10-11. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=607/0-7-4,2=733/0-7-4 Max Horz 2=163(LC 11) Max Uplift 8=-211(LC 12),2=-341(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-20=-767/244,3-4=-1203/474,4-5=-965/376,5-6=-964/386,6-7=-1197/483, 7-8=-730/310 BOT CHORD 2-15=-156/568,14-15=-156/568,13-14=-166/567,3-13=-208/624,12-13=-344/1035, 11-12=-342/1052,7-11=-154/581,10-11=-208/541,9-10=-211/532,8-9=-211/532 WEBS 5-12=-284/858,3-15=-578/219,7-9=-571/239,6-12=-437/245,4-12=-448/233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 8-3-8,Exterior(2)8-3-8 to 11-6-13 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 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 8 and 341 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 1st building design. Bracing indicated is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems.see-ANSI/1N1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK i c T13591779 J180142 K07 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:46 2018 Page 1 l D:2W fl0M 3BzaahTOggScX DcczY7Bl-sbFpaaPALsCtN Rr83Vc6ARv9g8DGkM6bN LYhJtzX79x I 2-7-8 I 8-3-8 13-11-8 I 16-7-0 2-7-8 5-8-0 5-8-0 2-7-8 4x4= Scale=1:33.2 4 12 7.00 12 1.5x4 Q 1.5x4 i 3 n. 5 •a G. K, ,f 5x5= 21 22 5x5 = elm — am 10 i 1 J : 5x10 MT20HS 11 5x10 MT20HS II . ``,7 v r 3x8= r 1' Td, ►M� 14 13 9 8 3x4= 1.5x4 II 4x7 II 4x7 II 1.5x4 113x4= 1-11-2 2-7-811 8-3-8 13-11-8 14- 7-11 16-7-0 1-11-2 0-8-6 5-8-0 5-8-0 0-8-6 1-11-2 Plate Offsets(X,Y)-- 12:0-2-0,0-2-71,[6:0-2-0,0-2-71,[10:0-5-0,0-0-0),[12:0-5-0,0-1-81,[13:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.22 10-11 >903 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.44 10-11 >455 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.31 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-6:2x4 SP 2250F 1.9E 2-2-0 oc bracing:12-13,9-10. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=614/0-7-4,7=614/Mechanical MaxHorz 1=137(LC 11) Max Uplift 1=-221(LC 12),7=-221(LC 12) FORCES. (Ib)-Max.Comp,/Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-725/316,2-3=-1201/497,3-4=-952/400,4-5=-952/401,5-6=-1201/498, 6-7=-725/316 BOT CHORD 1-14=-215/537,13-14=-215/537,12-13=-212/545,2-12=-180/593,11-12=-368/1071, 10-11=-366/1071,6-10=-179/593,9-10=-213/540,8-9=-216/529,7-8=-216/529 WEBS 4-11=-302/843,2-14=-573/244,6-8=-571/245,5-11=-436/246,3-11=-436/246 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-8,Exterior(2)8-3-8 to 11-6-13 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 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 lb uplift at joint 1 and 221 lb uplift at joint 7. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. i. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Pk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 113591780 J180142 K08 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:47 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-KnpBnwQo59Kk?bQKcD7LjeSThYcITg9kc?HErKzX79w 4-4-9 8-3-8 12-2-7 16-7-0 4-4-9 3-10-15 3-10-15 4-4-9 4x4= Scale:3/8"=1' 3 7.00 12 15 1.5x4* 14 1.5x4 i 2 4 N •• 13 i6 5 Ka. ate= t� v r =aim `; o ►�� o ►.1 6 3x4= 3x8— 3x4= 8-3-8 16-7-0 8-3-8 8-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.08 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.16 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 5 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=614/0-7-4,5=614/Mechanical Max Horz 1=-137(LC 10) Max Uplift 1=-221(LC 12),5=221(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-923/409,2-3=-741/328,3-4=-741/328,4-5=-923/409 BOT CHORD 1-6=-288/784,5-6=-2881780 WEBS 3-6=-182/539,4-6=-333/213,2-6=-3331213 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-8,Exterior(2)8-3-8 to 11-3-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 lb uplift at joint 1 and 221 lb uplift at joint 5. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.has design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate institute,218 N.Lee Street,Sutte 312.Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591781 J180142 L01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:48 2018 Page 1 I D:2WflOM3BzaahTOggScXDcczY7Bl-ozNZ?GQRsTSbdl?W AweaFs_fry2nCl Nurf 1 nOmzX79v 4-10-0 6-5-0 11-3-0 4-10-0 1-7-0 4-10-0 Scale=1:21.7 4x4= 2 4x7 3 7.00 12 cc: IS 1 � Io 6 5 • 1.5x4 II 3x4 3x4= 3x4= 4-10-0 6-5-0 11-3-0 4-10-0 1-7-0 4-10-0 Plate Offsets(X,Y)-- )2:0-5 4,0-2-0],14:0-0-1,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.37 Vert(CT) -0.05 6-9 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.06 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=58970=5-8,4=589/0-5-8 Max Horz 1=81(LC 24) Max Uplift 1=-252(LC 8),4=-252(LC 8) Max Gray 1=667(LC 29),4=667(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1029/402,2-3=-878/392,3-4=-1040/402 BOT CHORD 1-6=-274/891,5-6=-275/907,4-5=-274/864 WEBS 2-6=-37/342,3-5=-40/359 - NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 lb uplift at joint 1 and 252 lb uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 192 lb up at 4-10-0,and 138 lb down and 192 lb up at 6-5-0 on top chord,and 236 lb down and 48 lb up at 4-10-0,48 lb down at 5-1-1,and 48 lb down at 6-1-15,and 236 lb down and 48 lb up at 6-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,7-10=-20 Michael S. Concentrated Loads(Ib) MiTek USA..IInc FL Cert 6634agid PE 1 Vert:2=-72(F)3=-72(F)6=-101(F)5=-101(F) 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.Tt-is design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate This design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply I Riverside Homes/Rummans Res/JK T13591782 J180142 L02 Common Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:50 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-kMVKQxSh04iJs39vILg2KH4wImhW g3ZBIyW uSfz.X79t 5-7-8 11-3-0 5-7-8 5-7-8 5x5= Scale:1/2'=1' 2 r1 r 111 7.00 12 �I� 3 3 Mgt 11 !!" 11 11 4 11 12 = HTU26 3x10 MT2OHS HTU26 HTU26 4x10 HTU26 HTU26 5-7-8 11-3-0 5-7-8 5-7-8 Plate Offsets(X,Y)-- [1:0-5-0,0-1-2), LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 4-6 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina NO WB 0.60 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=2341/0-5-8,3=1854/0-5-8 Max Horz 1=-93(LC 6) Max Uplift 1=783(LC 8),3=-613(LC 8) Max Gray 1=2429(LC 2),3=1902(LC 2) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2887/945,2-3=-2891/946 BOT CHORD 1-4=-729/2469,3-4=-729/2469 WEBS 2-4=-790/2637 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 783 lb uplift at joint 1 and 613 lb uplift at joint 3. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max starting at 1-0-4 from the left end to 9-0-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-54,2-3=-54,1-3=-20 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:6=-739(B)9=-703(B)10=-680(B)11=-645(B)12=-595(B) MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 115-7473 rev.1003/2015 BEFORE USE. tut Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 4 e T13591783 J180142 MO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:51 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-CY3idHTJ90gAUCk5r3BHtUc2991 aPW aKXcFS_5zX79s 7-0-0 11-6-0 7-0-0 I 4-6-0 Scale=1:19.7 5x12= NAILED NAILED 3x4 II 3.00 12 3 13_ 4 � e 0111 3x4 2 1 10 _ 6 * 14 6 15 5 1.5x4 II NAILED 6x6= 4x7 II NAILED 0-1-12 7-0-0 I 11-6-0 0- -12 6-10-4 4-6 0 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[3:0-6-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.08 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.10 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.02 1 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:50 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=758/0-5-8,5=1185/Mechanical Max Horz 1=103(LC 7) Max Uplift 1=-362(LC 4),5=-605(LC 4) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1556/795,4-5=-329/227 BOT CHORD 1-6=-754/1468,5-6=-766/1508 WEBS 3-6=-189/658,3-5=-1614/829 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 lb uplift at joint 1 and 605 lb uplift at joint 5. 8)'NAILED"indicates 3-10d(0.148'x3')or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)299 lb down and 380 lb up at 7-0-0 on top chord,and 220 lb down and 137 lb up at 6-9-14,and 287 lb down and 164 lb up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Michael S.Magid PE No.53681 Vert:1-3=-54,3-4=-54,5-7=-20 MiTek USA.Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:3=-227(F)4=-131(F)6=-287(F)5=-70(F)13=-107(F)14=-220(F)15=-61(F) Date: March 26,2018 t, I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTekm connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • ' T13591784 J180142 M02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:52 2018 Page 1 I D:2W f10M3BzaahTOggScXDcczY7Bl-hld4rdTxwiyl6MJH Pmi W Qi9MIZKD84_TmG??XXzX79r 4-7-12 9-0-0 11-6-0 4-7-12 4-4-4 2-6-0 4x4= Scale=1:20.4 3x4= 4 5 3.00 1.5x4 3 15 14 r 3x4 2 1 1� • 91 7 4x10= 1.5x4 II 3x6 11 0-1-]2 9-0-0 11-6-0 0-1- 2 8-10-4 2-6-0 Plate Offsets(X,Y)-- 11:0-3-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.10 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.19 7-12 >702 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 6 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (ib/size) 1=434/0-5-8,6=406/Mechanical MaxHorz 1=128(LC 11) Max Uplift 1=-i76(LC 8),6=-192(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-714/385,3-4=-356/173,4-5=-304/178,5-6=-427/258 BOT CHORD 1-7=-531/677 WEBS 3-7.379/309,5-7=-280/487 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 11-4-4 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 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 176 lb uplift at joint 1 and 192 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE mi Design valid for use only with MITek®connectors.This design is t xised only upon parameters shown,and is for an Individual building component,riot a truss system.Before use,the building designer must verify the r rpplicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i 1 T e k • is always required for stability and to prevent collapse with possible personal irnkxy and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSl/IPI1 Quality Criteria,05549 and BCSI Building Component 6904 Parke East Blvd. Safely Infomnalon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK e • T13591785 J180142 M03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:53 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-9xAS2zUZh?4ujW uUzTElyvi W KzlItT6d_wkY3zzX79q 5-7-12 11-0-0 11-6-0 5-7-12 I 5-4-4 10-6-0 Scale=1:23.5 3x4= 2x4 11 4 5 3.00 12 111 3x4% 15 3 1/01 3x4% 14 2 1 w 6 1.5x4 II 3x4= 3x5 11 01-12 5-7-12 11-6-0 0-02 5-6-0 5-10-4 Plate Offsets(X,Y)— [1:0-2-0,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI- DEFL- in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=434/0-5-8,6=406/Mechanical MaxHorz 1=153(LC11) Max Uplift 1=-171(LC 8),6=-180(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-724/331 BOT CHORD 1-7=-444/680,6-7_444/680 WEBS 3-6=-675/387 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 11-4-4 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at Joint 1 and 180 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.IO'V3r2016 BEFORE USE Design valid for use only with MITeka connectors.This design is based only upon parameters shown,and Is for an Individual building component.not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate tits design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSf/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Jo t Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591786 J180142 M04 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:55 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-5KIDTfWgDdKbzg2s4uGD1 KnpGnNzLRhwSEDf7szX790 7-0-0 9-8-0 7-0-0 2-8-0 Scale=1:19.1 4x10= NAILED 1.5x4 I I 3 3.00 12 3x4 2 1 1O s o X _ 1 1.5x4 II 7 6x6= 3x5 II NAILED 0-1-12 6-9-8 7-0-9 9-8-0 0-1-12 6-7-12 (-2-8 2-8-0 Plate Offsets(X,Y)— [1:0-2-0,0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.09 7-12 >848 180 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=349/0-5-8,5=471/Mechanical,7=11/0-5-8 Max Horz 1=103(LC 31) Max Uplift 1=223(LC 4),5=-501(LC 4),7=-332(LC 13) Max Gray 1=349(LC 1),5=496(LC 38),7=257(LC 32) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-354/408 BOT CHORD 1-7=-365/368,6-7=-365/368,5-6=-372/371 WEBS 3-6=-2781134,3-5=-467/512 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1,501 lb uplift at joint 5 and 332 lb uplift at joint 7. 8)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)293 lb down and 378 lb up at 7-0-0 on top chord,and 173 lb down and 496 lb up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Michael S.Magid PE No.53681 Uniform Loads(plf) MiTek USA.Inc.FL Cert 6634 Vert:1-3=-54,3-4=-54,5-8=-20 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(Ib) Date: Vert:3=-221(B)4=-126(B)6=289(B)5=-68(B) March 26,201E 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/0312015 BEFORE USE. • Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaiion available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa.FL 33610 Jon Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591787 J180142 M05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 5 Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:56 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-ZW sbg?XS_WSSa_c3ecnSaYK?VAnQ4uz3huzDglzX79n 6-6-12 10-7-8 11-8-0 6-6-12 4-0-12 1-0-8 4x4= 1.5x4 I I Scale=121.9 4 5 6 3.00 12 • 3x4 3 17 3x4 2 0 118 1 ISO 11110 • _go- a 9 8 10 3x4= 7 3x5 II 1.5x4 II 1.5x4 II 0i112 6-6-12 10-7-8 11-8-0 0-4-i 2 6-5-0 4-0-12 1-0-8 Plate Offsets(X,Y)-- [1:0-2-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 10-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 10-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=284/0-5-8,10=346/0-5-8,8=223/Mechanical Max Horz 1=120(LC 8) Max Uplift 1=-114(LC 8),10=-108(LC 8),8=-142(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-7-8,Exterior(2)10-7-8 to 11-8-0 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 1,108 lb uplift at joint 10 and 142 lb uplift at joint 8. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE WAGE MI1-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WRAC k' is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute.218 N.Lee Sleet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Jo t Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591788 J180142 NO1 Half Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:57 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-1 iQzuLX41EbJC7BFCJIh7Is7Xa49pLYDvYimCIzX79m 7-0-0 8-6-0 7-0-0 I 1-6-0 4x10= Scale=1:20.4 1.5x4 II 3 4 4.00 FIT .6111 r 3x4 2-::- iii, 1 ...,..,_ Il 4 dI II En 5 kid hd 6 3x4 3x6 II 1.5x4 II 0-it-12 61x12 7)0(0 8-6-0 l 0-1-�2 6-9-0 0-1-4 1-6-0 Plate Offsets(X,Y)-- [1:0-3-0,0-0-1],[3:0-5-0,0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.06 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.10 6-11 >822 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.07 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=276/0-5-8,6=573/0-5-8 Max Horz 1=131(LC 7) Max Uplift 1=-97(LC 8),6=-336(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. W EBS 3-6=-289/384 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 1 and 336 lb uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 354 lb up at 7-0-0 on top chord,and 51 lb down at 7-2-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:3=-222(B)6=-9(B) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M6-7473 rev.1041312015 BEFORE USE. I 1 Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual bufdklg component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse Mittpossible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Jo4 -. Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591789 J180142 NO2 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:58 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-Vu_L5hYiWYjAgHmRm1 pwfzPJv_RoYorM8CSJkBzX791 4-4-0 6-10-12 8-6-0 4-4-0 I 2-6-12 I 1-7-4 1.5x4 II Scale=1:22.0 4 1.5x4 II 4.00 I r 14 r 13 3x4 2 1 0 iim PO i Ir r; OM 10M1 MI OM 6 5 3x5 II 1.5x4 I I 1.5x4 II 0.1- 2 610-12 I 8-6-0 o-4-12 s s-o 1-7-4 Plate Offsets(X,Y)-- [1:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.05 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 6-11 >952 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=221/0-5-8,5=-166/Mechanical,6=563/0-5-8 Max Horz 1=153(LC 11) Max Uplift 1=-65(LC 12),5=-166(LC 1),6.253(LC 12) Max Gray 1=221(LC 1),5=96(LC 12),6=563(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-373/364 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-4-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 1,166 lb uplift at joint 5 and 253 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU-7473 rev.10/0312015 BEFORE USE. NI Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Jo 1 Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591790 J180142 NO3 Monopitch 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:15:59 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-z5YjJOZKHrr1 RRLdJkL9CAyYlOjhHEOVNsBtHdzX79k 4-3-0 8-6-0 4-3-0 4-3-0 1.5x4 II Scale=1:22.0 4 ii 4.00 FIT 1.5x4 13 3 12 1 3x4 1 q .r 5 3x4= 3x8 II 0 1-}2 • 8-6-0 0- -i 2 8-4-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.12 5-10 >857 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.23 5-10 >432 180 BCLL 0.0 * Rep Stress Ina YES WB 0.13 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=324/0-5-8,5=295/Mechanical Max Horz 1=153(LC 11) Max Uplift 1=-111(LC 12),5=-111(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-508/250 BOT CHORD 1-5=-331/360 WEBS 3-5=-369/303 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-4-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 1 and 111 lb uplift at joint 5. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0311015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and Is tor an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandio,VA 22314. Tampa,FL 33610 Job J Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591791 J180142 R01 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:00 2018 Page 1 ID:2W fIOM3BzaahTOggScXDcczY7Bl-SH65W May29zu3bwgtSsOkOUgTo520jLfbWxQp32X79j 5-1-1 5-1-1 Scale=1:21.4 NAILED 1.5x4 II 2 1r 6.58 f2 • HTU26 HTU26 4x4 i 3 2x4 5-0-6 5-I1III-1 5-0-4 0-OL11 Plate Offsets(X,Y)-- 11:0-3-14,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 3-5 >957 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.11 3-5 >562 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 rba n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. REACTIONS. (lb/size) 1.65210=5-9,3=930/0-3-12 Max Horz 1=134(LC 5) Max Uplift 1=-238(LC 8),3=-393(LC 5) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 lb uplift at joint 1 and 393 lb uplift at joint 3. 5)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-11-14 from the left end to 3-11-14 to connect truss(es)to front face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,1-3.20 Concentrated Loads(Ib) Vert:2=-29(B)6=-594(F)7=-594(F) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E 1 � V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Riverside Homes/Rummans Res/JK TI3591792 J180142 SO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:01 2018 Page 1 I D:2W 110M3BzaahTOggScXDcczY7Bl-wTfUkiaaoTSIhIVOR9NdHb l tfBXUlAiogAgzLW zX79i -2-0-0 2-8-0 5-5-8 2-0-0 2 8 0 2-9-8 Scale=1:1 7.4 NAILED 1.5x4 II 4x7= 3 i0 4 Imo■ ' ( � 7.00 ,2 2 ■ �� INA 6 11 5 1.5x4 II NAILED 3x4= 1 2x4= I 2-8-0 I 5-5-8 2-8-0 2-9-8 Plate Offsets(X,Y)-- [2:0-1-7,0-1-0],[3:0-5-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 5 ri/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=315/0-5-8,5=156/Mechanical Max Horz 2=106(LC 23) Max Uplift 2=-227(LC 8),5=-112(LC 5) Max Gray 2=379(LC 28),5=256(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-339/72 BOT CHORD 2-6=-107/325,5-6=-107/344 WEBS 3-5=-373/105 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint 2 and 112 lb uplift at joint 5. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)187 lb down and 131 lb up at 2-8-0 on top chord,and 152 lb down and 64 lb up at 2-8-0 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,5-7=-20 Michael S.Magid PE No.53681 Concentrated Loads(Ib) MiTek USA.Inc.FL Cert 6634 Vert:6=6(B)3=22(8)11=6(B) 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201€ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE AM-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Iids design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual miss web and/or chord members only. Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection aux,bracing of trusses and truss systems,seeANSI/1P1 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job . Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591793 J180142 SO2 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:02 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-OgDsx2bDZm DcIv4C?susgpa1 TbrCUdPy3gQXtyzX79h -2-0-0 4-8-0 5-5-8 2-0-0 4-8-0 0-9-8 Scale=1:23.2 4x4= 1.5x4 II • 3 4 7.00 12 9 2 ■um s 3x4= 1 2x5= 2-9-13I 5-5-8 2-9-13 2-7-11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.08 5-8 >822 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=175/Mechanical,2=330/0-5-8 Max Horz 2=164(LC 11) Max Uplift 5=-82(LC 9),2=-205(LC 12) Max Gray 5=186(LC 17),2=330(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-8-0,Exterior(2)4-8-0 to 5-3-12 zone;cantilever left and tight 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 5 and 205 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 MINIM 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 145-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with Ml Tek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Insittule,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 JobTruss Truss Type Qty Ply Riverside Homes/Rummans Res/JK if 6 T13591794 J180142 TO1 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:06 2018 Page 1 I D:2W f10M3BzaahTOggScXDcczY7Bl-GRTNnQejd?j2nW N_Eizo_fkgwC61 QFuX_SOkOjzX79d -2-0-0 7-0-014-5-10 21-9-8 I 29-1-6 I 36-7-0 1 2-0-0 I 7-0-0 7-5-10 7-3-14 7-3-14 7-5-10 Scale=1:65.2 NAILED NAILED NAILED NAILED NAILED 5x8= _ NAILED NAILED NAILED 4x4= NAILED NAILED 8x8_ NAILED NAILED 4x4= NAILED NAILED 6x6 3 15 1617 18 19 4 20 21 22 23 5 24 25 26 27 6 28 29 30 7 7.00 12 T or nn no n nn o on 11 nn no no nn nn nn N 2 - ce \ WII / 7 d nn on no I .nn In o on nn nn nn on on nn 0 too 0 12 31 32 33 11 34 35 36 37 10 8 38 39 40 9 41 42 43 3x8 I 2x4 I I 5x5= NAILED NAILED 8x8= NAILED NAILED 4x10= NAILED NAILED 8x8=NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 14-5-10I 21-9-8 I 29-1-6 I 36-7-0 7-0-0 7-5-10 7-3-14 7-3-14 7-5-10 Plate Offsets(X,Y)-- 13:0-2-4,0-3-41,[5:0-4-0,0-4-81,[9:0-4-0,0-4-81,[11:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.27 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.40 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.08 8 rI/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:487 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x6 SP No.2-4-10,7-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=2976/Mechanical,2=2826/0-5-8 Max Horz 2=225(LC 7), Max Uplift 8=-1487(LC 5),2=-1357(LC 8) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5054/2312,3-4=-6708/3302,4-5=-6746/3382,5-6=-6746/3382,6-7=-4521/2306, 7-8=-2807/1473 BOT CHORD 2-12=-2038/4294,11-12=-2040/4315,10-11=-3273/6738,9-10=-2332/4596 WEBS 3-12=-49/752,3-11=-1417/2794,4-11=-956/712,5-10=-770/578,6-10=-1174/2448, 6-9=-2056/1238,7-9=-2532/5102 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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 will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1487 lb uplift at joint 8 and 1357 lb uplift at joint 2. Michael S.Magid PE No.53681 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. MiTek cha USA.Inc.FL Cert 6634 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 lb down and 276 lb up at 6904 Parke East Blvd.Tampa FL 33610 7-0-0 on top chord,and 364 lb down and 114 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Date. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. March 26,201€ ,nntinroPd nn Dane 2 • 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE mi Design valid for use only with MITek®connectors.This design 5 based only upon parameters shown,and Is for an individual balding component not a truss system.Before use,the building designer must vedty the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Sheet Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK r f T13591794 J180142 TO1 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:06 2018 Page 2 I D:2W fIOM3BzaahTOggScXDcczY7Bl-GRTNnQejd?j2nW N_Eizo_fkgwC61 QFuX_SOkOjzX79d LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-54,2-8=-20 Concentrated Loads(Ib) Vert:3=-176(B)12=-294(B)6=-113(B)9=-70(B)15=-105(B)17=-105(B)19=-113(B)20=-113(B)21=-113(B)22=-113(B)23=-113(B)24=-113(B)26=-113(B) 27=-113(B)28=113(B)29=113(B)30=-113(8)31=-61(B)32=-61(B)33=-70(B)34=70(B)35=-70(B)36=-70(B)37=-70(B)38=-70(B)39=-70(B)40=-70(B) 41=-70(B)42=-70(B)43=-70(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. Tor general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPit Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591795 J180142 T02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:07 2018 Page 1 I D:2W fIOM3BzaahTOggScXDcczY7Bl-kd 1 I_IfLOJruPgyAnQU 1 W sHnOcPG9mVhC681Z9zX79c -2-0-0 4-8-13 9-0-0 15-11-10 22-9-8 29-7-6I 36-7-0 2-0-0 4-8-13 4-3-3 6-11-10 6-9-14 6-9-14 6-11-10 Scale=1:65.2 5x8= 3x4= 5x5= 3x4= 5x5= 4 19 20 21 5 6 22 7 23 8 CI 7.00 12 . 1.5x4 Q u: 3 18 17 wdI 2 r D V. � 13 12 11 10 9 i 3x4= 5x5= 3x8= 5x5= 3x5 3x6 I I 9-0-0 15-11-10 l 22-9-8 29-7-6 l 36-7-0 9-0-0 6-11-10 6-9-14 6-9-14 6-11-10 Plate Offsets(X,Y)-- (2:0-2-3,0-1-81,[4:0-6-0,0-2-41,(6:0-2-8,0-3-01,[10:0-2-8,0-3-01,[12:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.35 13-16 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.55 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,8-10 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131`x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=1345/Mechanical,2=1463/0-5-8 Max Horz 2=289(LC 11) Max Uplift 9=-492(LC 9),2=596(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2289/959,3-4=-2069/900,4-5=-2309/1092,5-6=-2204/1033,6-7=-2204/1033, 7-8=-1434/710,8-9=-1285/627 BOT CHORD 2-13=-1112/1944,12-13=-922/1741,11-12=-1140/2317,10-11=-713/1461 WEBS 3-13=-379/223,4-13=-64/392,4-12=-336/792,5-12=-360/242,6-11=-351/236, 7-11=-428/942,7-10=-982/552,8-10=-804/1807 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 9-0-0,Exterior(2)9-0-0 to 14-2-1 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 492 lb uplift at joint 9 and 596 lb uplift at joint 2. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek LISA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design B based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP1 t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Riverside Homes/Rummans Res/JK T13591796 J180142 T03 ROOF TRUSS 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:08 2018 Page 1 I D:2 W fl OM3BzaahTOggScXDcczY7Bl-Dga7C5gz9czl OgXM L7?G34pOpOoiuAmq Rmtr5czX79b -2-0-0 5-8-13 11-0-0 1 -1-1 17-5-10 23-9-8 30-1-6 36-7-0 I II I l 2-0-0 5-8-13 5-3-3 1-1-12 5-3-14 6-3-14 6-3-14 6-5-10 Scale=1:65.2 5x8= 3x4= 1.5x4 I I 5x5= 5x5= 4 19 20 5 21 6 7 22 8 .. @ n n 7.0012 \ / 3xsi 3 18 \ / m 2 y $ n c� 7 II 1 14 1323 26 12 24 11 25 10 9 I 3x5= 1.5x4 II 3x4= 5x5= 3x8= 454= 3x6 I 5-8-131 11-0-0 12-1-12 17-5-10 I 23-9-8 30-1-6 I 36-7-0 5-8-13 5-3-3 i-1-12 5-3-14 6-3-14 6-3-14 6-5-10 Plate Offsets(X,Y)-- [4:0-6-0,0-2-41,[7:0-2-8,0-3-01,[12:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.26 11-12 >999 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.74 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-3 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-9,5-11,8-10 Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=1345/Mechanical,2=1463/0-5-8 Max Horz 2=347(LC 11) Max Uplift 9=-503(LC 9),2=-595(LC 12) Max Gray 9=1409(LC 17),2=1480(LC 17) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2353/915,3-4=-1987/870,4-5=-1977/946,5-6=-1761/864,6.7=-1761/864, 7-8=-1178/603,8-9=-1294/636 BOT CHORD 2-14=-1121/2087,13-14=-1121/2087,12-13=-904/1733,11-12=-997/2028, 10-11=-598/1202 WEBS 3-13=-559/259,4-13=-105/409,4-12=-205/517,5-11=-311/167,6-11=-318/215, 8-10=-725/1634,7-10=-1003/571,7-11=-409/884 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 11-0-0,Exterior(2)11-0-0 to 16-2-1 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 503 lb uplift at joint 9 and 595 lb uplift at Joint 2. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AID-7473 rev.10/032015 BEFORE USE. ist Design valid for use only with MITeke connectors.This design Is based only upon parameters shown.and Is for an kx1Mdual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job i Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK ` 713591797 J180142 T04 ATTIC 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:10 2018 Page 1 ID:2WI1OM3BzaahTOggScXDccZY7Bl-9CitcnhEhEDTG7hITY1k8VvMvgSnM907v4My9UzX79Z -2-0-0 6-3-11 12-1-12 13-0- 18-3-8 23-7-0 5- 30-3-5 36-7-0 2-0-0 I 6-3-11 I 5-10-1 OI10-4 5-3-8 5-3-8 -10-4 5-10-1 I 6-3-11 Scale=1:65.5 6x8= _ 4x10 II 6x8 4x10 II 7.0012 4 5 22 236 7 OM IFNI4%4%,, 10x10 G 00/121 24 10x10 J 3 m 8 u1 • kb ' 25 n 12-0-0 20 • 9 n / 15 14 13 12 11 10 4x7= 2x4 6x8= 8x8= 8x8= 6X8 aro I I 4x7= 6-3-11 12-1-12 18-3-8 24-5-4 30-3-5 36-7-0 6-3-11 I 5-10-1 I 6-1-12 6-1-12 5-10-1 I 6-3-11 1 Plate Offsets(X,Y)-- (4:0-7-11,Edge),(5:0-3-14,Edges[6:0-3-14,Edgel,(7:0-7-11,Edge),112:0-3-8,0-5-12),113:0-3-8,0-5-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Ude Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.22 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.38 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0A4 Horz(CT) 0.08 9 n/a ilia BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.15 12-13 1012 360 Weight 253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP DSS'Except` TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. 8-9,1-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. BOT CHORD 2x6 SP No.2*Except* 11-14:2x8 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 9=1539/Mechanical,2=1657/0-5-8 Max Horz 2=237(LC 11) Max Uplift 9=-339(LC 12),2=-459(LC 12) Max Gray 9=1718(LC 19),2=1823(LC 18) FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 2-3=-3036/697,3-4=-2706/583,4-5=-2135/603,5-6=-2268/596,6-7=-2134/613, 7-8=-2704/600,8-9=-3041/719 BOT CHORD 2-15=-517/2715,13-15=-517/2717,12-13=-276/2337,10-12=-516/2562,9-10=-517/2560 WEBS 3-13=-589/287,4-13=-33/896,7-12=-43/895,8-12=-547/308 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 13-1-0,Exterior(2)13-1-0 to 28-8-2,Interior(1)28-8-2 to 36-6-4 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 3) Provide adequate drainage to prevent water ponding. 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. 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-6,6-7; Wall dead load(5.0psf)on member(s).4-13,7-12 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 8) Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 9 and 459 lb uplift at joint 2. 10)Attic room checked for U360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E p 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AN-7473 rev.10/0312015 BEFORE USE. Design valid tor use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MI building design. Bracing Indicated is to prevent buckling of Incilvldual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with posst�le personal injury y and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSS-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591798 J180142 T05 ATTIC 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:12 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-5bge1 TjUDrTBVRr7az3CDw_hGd7mgxcQMOr3ENzX79X 14-2-15 22-8-11 I -2-0-0 I 6-3-11 12-1-12 113-10-511`5-0 21-7-0 -41124-5-4I 30-3-5 I 36-7-0 I 2-0-0 6-3-11 5-10-1 1-8-9 0.9.1 6-7-0 6-9-1 1-8-9 5-10-1 6-3-11 0-4-10 0-4-10 Scale=1:65.5 6x6= 6x6= 3x5•-=-- 3x5 3x5= 6 26 27 7 8 3x8 II 5 i 6a as F 3x8 II 4 18 19 9 1.5x4 II 1.5x4 II 25 28 8x8* 8x8 3 v 10 7 ., 7.00 12 A 1 A M 1%129 1141%4 24 12-0-0 2 _ 11 ,n r e—, L I� of 17 16 t5 14 13 12 4x7= 2x4 r6x6 8x8= 8x8= 6x8 2x4 I I 4x7= 6-3-11 12-1-12 24-5-4 30-3-5 36-7-0 6-3-11 5-10-1 I 12-3-8 I 5-10-1 I 6.3-11 Plate Offsets(X,Y)-- [6:0-4-0,0-2-41,[7:0-4-0,0-2-41,[14:0-3-8,0-5-81,[15:0-3-8,0-5-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.29 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.53 14-15 >834 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.88 Horz(CT) 0.08 11 Na rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.18 14-15 825 360 Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. 3-6,7-10:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. BOT CHORD 2x6 SP No.2*Except' WEBS 2 Rows at 1/3 pts 5-8 13-16:2x8 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 11=1540/Mechanical,2=1658/0-5-8 Max Horz 2=275(LC 11) Max Uplift 11=-339(LC 12),2=-459(LC 12) Max Gray 11=1716(LC 19),2=1822(LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3050/680,3-4=-2690/557,4-5=-2080/576,5-6=-126/411,6-7=0/621,7-8=-128/410, 8-9=-2079/585,9-10=-2689/574,10-11=-3055/703 BOT CHORD 2-17=-506/2759,15-17=-506/2760,14-15=-240/2286,12-14=-504/2576,11-12=-505/2576 WEBS 3-15=-657/315,4-15=-59/899,9-14=-75/897,10-14=-620/336,5-18=-2750/485, 18-19=-2714/488,8-19=-2751/488,6-18=0/253,7-19=0/254 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 15-0-0,Exterior(2)15-0-0 to 26-9-1,Interior(1)26-9-1 to 36-6-4 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Ceiling dead load(5.0 psf)on member(s).4-5,8-9,5-18,18-19,8-19; Wall dead load(5.Opsf)on member(s).4-15,9-14 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 11 and 459 lb uplift at joint 2. 10)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. March 26,201E o a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW-7473 rev.10/032016 BEFORE USE Nut ' Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown-and Is for an kidtvidual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall • bulking design. Bracing Indicated Is to prevent heckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M[Te k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Insitiute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. 1 Tampa.FL 33610 l Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • T13591799 J180142 T06 ATTIC 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:14 2018 Page 1 ID:2WflOM3BzaahTOggScXDcczY7Bl-1 zyOS9kklSkvkl_W iO6hJL31 eRpGlx_jphKAlFzX79V 14-2-15 24-5-4 -2-0-0 I 6-3-11 I 12-1-12 114-2-4 w 17-0-0 i 19-7-0 1 22-4-1 22r61t11 I 30-3-5 I 36-7-0 i 2-0-0 6-3-11 5-10-1 2-0-8 2-9-1 2-7-0 2-9-1 0-4-50 5-10-1 6-3-11 0-0-10 1-8-9 Scale=1:65.5 6x6= 6x6= 6 7 7.00 12 3x4= H W 3x4= 3x8 II 58 3x8 II 4 1S ig 926 1.5x4 I I 1.5x4 I 8x6 i N N 25 � `e 3 10 v n 's► 27 ere 12-0-0 2a 2 _ 11 N 1 17 76 15 14 13 12 0 4x7= 2x4 I 6x8 9x8= 9x9= 6x8 2x4 I I • 4x7= 6-3-11 12-1-12 24-5-4 30-3-5 36-7-0 I 6.3.11 5-10-1 I 12-3-8 i 5-10-1 I 6-3-11 1 Plate Offsets(X,Y)-- [6:0-3-0,0-1-121,[7:0-3-0,0-1-12j,[14:0-3-8,0-5-8j,115:0-3-8,0-5-8j LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) IJdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.30 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.53 14-15 >822 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.19 14-15 782 360 Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. 3-6,7-10:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2*Except* JOINTS 1 Brace at Jt(s):18,19 13-16:2x8 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 11=1540/Mechanical,2=1658/0-5-8 Max Horz 2=308(LC 11) Max Uplift 11=-339(LC 12),2=-459(LC 12) Max Gray 11=1711(LC 19),2=1817(LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3043/637,3-4=-2697/523,4-5=-2082/541,8-9.2082/550,9-10=-2696/540, 10-11=-3048/670 BOT CHORD 2-17=-468/2779,15-17=-468/2779,14-15=-209/2290,12-14=475/2570,11-12=-476/2571 WEBS 3-15=661/307,4-15=-57/906,9-14=-73/904,10-14=-643/329,5-18=-2353/497, 18-19=-2347/498,8-19=-2353/498 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;Enc.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 17-0-0,Exterior(2)17-0-0 to 19-7-0,Interior(1)24-9-1 to 36-6-4 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Ceiling dead load(5.0 psf)on member(s).4-5,8-9,5-18,18-19,8-19; Wall dead load(5.Opsf)on member(s).4-15,9-14 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 11 and 459 lb uplift at joint 2. 10)Attic room checked for L/360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M-7473 row.117/03/2015 BEFORE USE is Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an iodMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl I Quality CrItesM,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312•Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK e • T13591800 J180142 107 COMMON 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:15 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7Bl-VAW mgVINVmSmMuZi F5dwrYcCKr9W 1 HMs2L4jrizX79U 14-2-15 24-5-4 -2-0.0I 6-3-11 I 12-1-12 I 14-2-4 18-3-8 I 22-4-1 22 -12 I 30-3-5 I 36-7-0 2-0-0 6-3-11 5-10-1 2-0-8 4-0-9 4-0-9 0- -10 5-10-1 6-3-11 0-0-10 2-0-8 6x6= Scale=1:69.4 6 7.001n 3x4= 3x4= 23 24 axe 11 5 7 axe II 4 17 8 1.5x4 II • 8x8 i ere 3 y 9. 4 y 25 22 12-0-0 u� 2 10 n di / 16 15 14 13 12 11 4x7= 2x4 1' 6k8— 8x8= 8x8= 6x8 4x7= 2x4 11 6-3-11 12-1-12I 18-3-8 { 24-5-4 1 30-3-5 I 36-7-0 6-3-11 5-10-1 6-1-12 6-1-12 5-10-1 6-3-11 Plate Offsets(X,Y)-- 113:0-3-8,0-5-81,114:0-3-8,0-5-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.30 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.54 13-14 >812 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.19 13-14 765 360 Weight:254 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. 1-3,9-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2'Except' JOINTS 1 Brace at Jt(s):17 12-15:2x8 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1658/0-5-8,10=1540/Mechanical Max Horz 2=326(LC 11) Max Uplift 2=-459(LC 12),10=-339(LC 12) Max Gray 2=1813(LC 18),10=1707(LC 19) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3036/586,3-4=-2701/474,4-5=-2084/498,7-8=-2084/507,8-9=-2700/491, 9-10=-3041/632 BOT CHORD 2-16=-416/2787,14-16=-416/2786,13-14=-167/2291,11-13=-441/2564,10-11=-442/2565 WEBS 8-13=-64/909,9-13=-650/325,4-14=47/911,3-14=-663/295,5-17=-2324/491, 7-17=-2324/491 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 18-3-8,Exterior(2)18-3-8 to 21-11-6 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-17,7-17; Wall dead load(5.0psf)on member(s).8-13,4-14 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 459 lb uplift at joint 2 and 339 lb uplift at joint 10. 9)Attic room checked for U360 deflection. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MBI-7073 rev.10/0312015 BEFORE USE mi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. ' Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK it 713591801 J180142 TO8 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:17 2018 Page 1 ID:2WfIOM3BzaahTOggScXDcCZY7Bl-SYdX4And1 N6UbCj5NWfOwzhUper3VKa9WfZgvaz.X79S -2-0-0 5-8-13 11-0-0 18-3-8 25-7-0 30-10-3 36-7-0 1 2-0-0 I 5-8-13 5-3-3 7-3-8 I 7-3-8 5-3-3 I 5-8-13 Scale=1:65.1 5x8= 1.5x4 II 5x8= 4 21 22 5 23 24 25 6 $ R 7.00 12 W. 3x5,. 3x5 3 n , \ / co N 2 20 6 6 N 13 12 27 11 10 9 3x5= 1.5x4 II 3x4= 5x8= 3x4= 1.5x4 I I5 5-8-13 11-0-0 18-3-8 25-7-0 30-10-3 36-7-0 5-8-13 I 5-3-3 I 7-3-8 7-3-8 I 5-3-3 I 5.8-13 Plate Offsets(X,Y)— [2:0-2-3,0-1-81,[4:0-6-0,0-2-41,[6:0-6-0,0-2-41,[8:0-2-3,0-1-81,[11:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.29 10-11 >999 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.38 Horz(CT) 0.10 8 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=1350/Mechanical,2=1469/0-5-8 Max Horz 2=209(LC 11) Max Uplift 8=-482(LC 12),2=-602(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2322/985,3-4=-1945/903,4-5=-1960/997,5-6=-1960/997,6-7=-1954/915, 7-8=-2354/1008 BOT CHORD 2-13=-779/2040,12-13=-779/2040,11-12=-562/1693,10-11=-560/1627,9-10=-784/1979, 8-9=-784/1979 WEBS 3-12=-553/259,4-12=-102/431,4-11.220/556,5-11=-455/321,6-11=-209/550, 6-10=-110/442,7-10=-535/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 1-7-0,Interior(1)1-7-0 to 11-0-0,Exterior(2)11-0-0 to 30-10-3,Interior(1)30-10-3 to 36-7-0 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 3)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 482 lb uplift at joint 8 and 602 lb uplift at joint 2. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND AVCLUDED MITEK REFERANCE PAGE AR-7473 rev.10/03/1015 BEFORE USE mi Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall • budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal ksiray and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK• 713591802 J180142 T09 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:18 2018 Page 1 I D:2W f10M3BzaahTOggScXDccZY7B1-wl Bvl W oFohELDMI HxDAdTBEhw28CEiOl kJINS1 zX79R -2-0-0 4-8-13 9-0-0 15-2-15 21-4-1 27-7-0 31-10-3 36-7-0 I 2-0-0 i 4-8-13 4-3-3 6-2-15 I 6-1-3 i 6-2-15 4-3-3 I 4-8-13 Scale=1:64.9 6k8= 4x4= 2x4 II 6x8= 4 22 23 24 25 5 6 2627 2829 7 Z TIN Z 7.00 Pr 1.5x4 1.5x4% n 3 8 30 m 21 20 n 29 T 17 [i =' p I� 13 12 11 10 3x4= 5x5= 5x8= 3x4 3x6= 3x8 = I 9-0-0 i 15-2-15 I 21-4-1 I 27-7-0 l 36-7-0 i 9-0-0 6-2-15 6-1-3 6-2-15 9-0-0 Plate Offsets(X,Y)-- 12:0-3-3,0-1-81,14:0-1-12,0-3-01,17:0-1-1Z0-3-01,19:0-8-0,0-0-101,111:0-4-0,0-3-01,112:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.20 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.38 11-12 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.67 Horz(CT) 0.12 9 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD •2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. 4-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E`Except* 11-12:2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 9=1756/0-5-8,2=1875/0-5-8 Max Horz 2=175(LC 11) Max Uplift 9=-628(LC 12),2 I Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK • T13591802 J180142 T09 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:19 2018 Page 2 I D:2W fI0M3BzaahTOggScXDcczY7Bl-OxlHVsotZ?MBrW tTUxhs0OnsgSURz9eSzz2w_TzX79Q LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=-203 6=-203 24=-203 29=-203 • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.TMs design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK e a 713591803 J180142 T10 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:22 2018 Page 1 ID:2Wfl0M3BzaahTOggScXDcczY7BI-oW RQ8urmswkmizc2A3FZd1 PPotcoAXyufxGbbozX79N -2-0-0 7-0-0 12-8-10 18-3-8 23-10-6 29-7-0 36-7-0 138-7-01 1 2-0-0 I 7-0-0 5-8-10 I 5-6-14 I 5-6-14 5-8-10 7-0-0 2-0-0 Scale=1:73.0 NAILED 6x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2x4 II 4x10= 8x8= NAILED 6x10= 7.00 72 3 19 20 21 4 22 23 24 5 25 26 27 6 28 2930 31 7 nn as A nn nn ce nn no L�.1 no an rx i,c, rrn b 2 8 'n `11 r� It nn nn III nn 1111 nn no Illi an Il nn nn $ ►�_�g Iq o 14 32 33 34 13 35 36 37 12 38 39 40 17 41 42 43 10 4x7= 2x4 II 5x10=HGUS26-2 7x10 MT2OHS= 5x10= NAILED 2x4 I 4x7= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HGUS26-2 HGUS26-2 HGUS26-2 7-0-0 12-8-10 18-3-8 23-10-6 29-7-036-7-0 7-0-0 5-8-10 I 5-6-14 5-6-14 5-8-10 7-0-0 I Plate Offsets(X,Y)-- [3:0-4-0,0=3-121,[6:0-4-0,0.4-81,[7:0-4-0,0-3-12),[12:0-5-0,0-4-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.52 Vert(LL) 0.31 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.55 12-13 >792 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.63 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH I Weight:467 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except` TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. 3-6,6-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-5 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=4454/0-5-8,8=4424/0-5-8 Max Horz 2=-i51(LC 6) Max Uplift 2=-1584(LC 8),8=-1583(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8318/2771,3-4=-11391/3768,4-5=-11386/3765,5-6=-11337/3758,6-7=-11343/3761, 7-8.8257/2770 BOT CHORD 2-14=-2248/7115,13-14=-2251/7138,12-13=-3902/12545,11-12=-3902/12545, 10-11.2215/7084,8-10=-2211/7061 WEBS 3-14=-77/762,3-13=-1639/5267,4-13=-1018/575,5-13=-1442/462,5-12=-74/976, 5-11=-1502/471,6-11=-978/567,7-11=-1632/5273,7-10=-119/725 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1584 lb uplift at joint 2 and 1583 lb uplift at joint 8. Michael S.Magid PE No.53681 10)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent spaced at 5-11-0 oc max.starting at 11-11-0 from MiTek USA.Inc.FL Cert 6634 the left end to 24-8-0 to connect truss(es)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11)Fill all nail holes where hanger is in contact with lumber. Date: 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. March 26,2018 Continued on Dane 2 0 WARNING-Verity design parameters end READ NOTES ON THIS AND WCLUDED M/TEK REFERANCE PAGE 5(1-7473 rev.10/03P2015 BEFORE USE la Design valid for use only with MiTek®connectors.this design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek" Is always required for stability and to prevent collapse wllh possible personal injury and properly damage. For general sluidance regaxdng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quatily Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdery Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 713591803 J180142 T10 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:22 2018 Page 2 ID:2WftOM3BzaahTOggScXDcczY7Bl-oW RQ8urmswkmizc2A3FZd1 PPofcoAXyufxGbbozX79N NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206 lb down and 83 lb up at 11-11-0,206 lb down and 83 lb up at 13-3-12,206 lb down and 83 lb up at 21-3-4,206 lb down and 83 lb up at 24-7-12,and 209 lb down and 278 lb up at 7-0-0,and 203 lb down and 256 lb up at 29-7-0 on top chord,and 368 lb down and 113 lb up at 7-0-0,and 365 lb down and 152 lb up at 29-5-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-54,7-9=-54,2-8=-20 Concentrated Loads(Ib) Vert:3=-163(F)7=-157(F)14=-295(F)12=-61(F)5=-105(F)10=-300(F)19=-105(F)20=-105(F)21=-203 22=-203 23=-105(F)24=-105(F)25=-105(F)26=-203 27=-105(F)28=-203 29=-105(F)31=-105(F)32=-61(F)33=-61(F)34=-682(F)35=-61(F)36=-682(F)37=-61(F)38=-61(F)39=-682(F)40=-61(F)41=-682(F) 42=-61(F)43=-61(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and Is los an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wei Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK a • T13591804 J180142 U01 Hip Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:24 2018 Page 1 ID:2W flOM3BzaahTOggScXDcczY7Bl-IvYAYasOOX_UxHI RH UH 1 jSUIITIIeW sB7FlhfgzX79L 7-0 0 11-4-7 15-7-1 19-11-8 26-11-8 1 28-11-8 i 7-0-0 4-4-7 I 4-2-11 4-4-7 I 7-0-0 2-0-0 Scale:1/4'=1' 4x10= NAILED NAILED NAILED 4x10= NAILED 3x4 NAILED 1.5x4 II NAILED 2 18 3 19 20 21 4 22 23 5 7.001. , nn nro nn nn 4111 nn u> 0 1 6 yr nn •+ on nn ntt to mi 11 24 10 25 26 9 27 8 = 7 1.5x4 II NAILED 5x5= NAILED 3x10= NAILED 1.5x4 II 3x6= 3x8= NAILED NAILED NAILED 7-0-01 11-4-7 I 15-7-1 I 19-11-8 26-11-8 7-0-0 4-4-7 4-2-11 4-4-7 7-0-0 Plate Offsets(X,Y)— 11:0-8-0 0-0-101,12:0-7-8,0-2-01,15:0-7-8,0-2-01,16:0-6-0,0-0-101,110:0-2-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.27 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 6 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 1=1958/0-5-8,6=2072/0-5-8 Max Horz 1=-142(LC 23) Max Uplift 1=-804(LC 8),6=-927(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3466/1441,2-3=-3664/1606,3-4=-3678/1613,4-5=-3678/1613,5-6=-3435/1416 BOT CHORD 1-11.1074/2947,10-11=-1076/2966,9-10=-1392/3681,8-9=-1060/2899,6-8=-1058/2883 WEBS 2-11=-73/585,2-10=-478/1111,3-10=-542/396,4-9=-527/392,5-9=-486/1144, 5-8=-49/582 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=27ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 804 lb uplift at joint 1 and 927 lb uplift at joint 6. 7)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 lb down and 275 lb up at 7-0-0,and 209 lb down and 278 lb up at 19-11-8 on top chord,and 364 lb down and 114 lb up at 7-0-0,and 368 lb down and 113 lb up at 19-10-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-5=-54,5-7=-54,12-15=-20 Michael S.Magid PE No.53681 Concentrated Loads(Ib) MiTek USA.Inc.FL Cert 6634 Vert:2=-176(B)5=-163(B)10=-61(B)11=-294(B)3=-105(B)4=-105(B)9=-61(B)8=-295(B)18=-105(B)20=-105(B) 6904 Parke East Blvd.Tampa FL 33610 21=-105(B)23=-105(B)24=-61(B)25=-61(B)26=-61(B)27=-61(B) Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1EK REFERANCE PAGE M-7473 rev.10173/2015 BEFORE USE is" Design valid for use only with MilekB connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/leli Quality Criteria,DSB-09 and SCSI Building Component Safety Information available from Truss Plate Instttute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 'Job+ Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 113591805 J180142 UO2 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:25 2018 Page 1 I D:2W flOM3BzaahTOggScXDcczY7B1-D56Ymvte9r6 LZ R KdrCoGFf l yitX7N_D KLVVF B7zX79K 4-8-13l 9-0-0 13-5-12 l 17-11-8 I 22-2-11 I 26-11-8 I 28-11-8 4-8-13 4-3-3 4-5-12 4-5-12 4-3-3 4-8-13 2-0-0 Scale:1/4'=1' 4x4= 3x4= 4x4= 3 18 4 19 5 r> n 0 7.00 12 1.5x4 1.5x4::- 2 2 6 n n n 17 20 1 7 N N 1 T a ` iv .. 8 0 10 21 22 9 5x8= 3x8= 4x4= 4x4= 9-0-0 17-11-8 26-11-8 9-0-0 8-11-8 9.0-0 Plate Offsets(X,Y)-- 110:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 • CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL • 1.25 TC 0.41 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.28 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 7 rVa n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-MSH Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=993/0-5-8,7=1114/0-5-8 Max Horz 1=-175(LC 10) Max Uplift 1=-353(LC 12),7=-475(LC 12) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1639/741,2-3=-1400/652,3-4=-1156/605,4-5=-1149/607,5-6=-1385/638, 6-7.1613(729 BOT CHORD 1-10=-519/14.47,9-10=-409/1262,7-9=-521/1364 WEBS 2-10=-373/245,3-10=-169/465,4-10=-252/129,4-9=-259/147,5-9=-159/462, 6-9=388/229 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 22-4-7,Interior(1)22-4-7 to 29-0-6 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 3)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 353 lb uplift at joint 1 and 475 lb uplift at joint 7. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. March 26,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must veiny the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadkng the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quatily Criteria,DSB-89 and SCSI Building Component Safety Information avalhble from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanya,FL 33610 l Job: - Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591806 J180142 UO3 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:26 2018 Page 1 I D:2W fl0M3BzaahTOggScXDcczY7B1-hHgxzFuGw8ECBbVgPvKVotZ7VG_s6PpUaZEokZzX79J 5-8-13 11-0-0 15-11-8 21-2-11 26-11-8 II 5-8-13 5-3-3 i 4-11-8 i 5-3-3 I 5-8-13 Scale=1:45.5 4x7= 4x4= 3 19 20 21 22 4 MI I7 7.00 12 3x5 i 18 23 3x5.;•,.. 2 5 17 24 1 ' 6 n MI 10 9 8 7 3x4= 1.5x4 II 5x5= - 3x8= 1.5x4 II 354= l 5-8-13 i 11-0-0 15-11-8 I 21-2-11 i 26-11-8 5-8-13 533 4-11-8 533 5-8-13 Plate Offsets(X,Y)-- 13:0-5-4,0-2-01,19:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.12 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) 0.05 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=997/0-7-4,6=997/0-5-8 Max Hoa 1=-183(LC 10) Max Uplift 1_358(LC 12),6=-358(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1656/705,2-3=-1260/615,3-4=-1057/587,4-5=-1254/611,5-6=-1656/705 BOT CHORD 1-10=-538/1391,9-10=-538/1391,8-9=-310/1018,7-8=-532/1391,6-7=-532/1391 WEBS 2-9=-548/272,3-9=-116/390,4-8=-121/388,5-8=-551/273 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 20-2-7,Interior(1)20-2-7 to 26-11-8 zone;cantilever left and tight 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 1 and 358 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E t __ a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ai-7473 rev.10/032015 BEFORE USE. lout Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,DS8-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job: li: Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591807 J180142 U04 Hip Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:28 2018 Page 1 I D2W flOM3BzaahTOggScXDcczY7Bl-dgohOxvW SI U WQu3CW KMztleNg4eMaDun2tjvoSzX79H 3-7-14 7-0-0 12-3-8 14.8-0I 19-11-8 I 23-3-10 26-11-8 3-7-14 3-4-2 5-3-8 2-4-8 5-3-8 3-4-2 3-7-14 THIS TRUSS IS NOT SYMMETRIC. Scale=1:50.7 PROPER ORIENTATION IS ESSENTIAL. 5x8= 5x5= 5 21 7.00 12 3x8 i 4x7 3 6 4s\\41 ".• 3x5 1 / 3x5 n 7 2 HTU26 ' V 400°.".11 _ 8 ' , - I nn nn nn n nn nn nn nn X14 jo -• 19 20 21 22 23 24 25 26 14 13 12 11 10 9 4x10= 3x8 I 8x8_ HTU26 HTU26 8x8= 8x8= HTU26 HTU26 8x8= HTU26 3x8 I� 5x10 MT2OHS HGUS28-2 HTU26 HTU26 HTU26 . HTU26 3-7-14 7-0-0I 12-3-8 14-8-0 l 19-11-8 l 23-3-10 I 26-11-8 I 3-7-14 3-4-2 5-3-8 2-4-8 5-3-8 3-4-2 3-7-14 Plate Offsets(X,Y)-- [1:0-0-8,0-0-2],[4:0-6-0,0-2-4],[5:0-2-8,0-2-1],[8:0-4-5,0-2-4],[9:0-5-4,0-1-81,[10:0-3-8,0-5-81,111:0-4-0,0-6-01,[12:0-4-0,0-6-0],[13:0-3-8,0-5-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.21 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.37 10-11 >865 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress!nor NO WB 0.73 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:611 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x8 SP No.2-3-12,6-11 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=8198/0-5-8,8=11375/0-7-4 Max Horz 1=-204(LC 23) Max Uplift 1=-2862(LC 8),8=-3256(LC 8) Max Gray 1=8198(LC 1),8=11451(LC 2) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-15918/5567,2-3=-16294/5723,3-4=-12277/3933,4-5=-10911/3417, 5-6=-12577/3860,6-7=-17954/5038,7-8=-20184/5590 BOT CHORD 1-14=4746/13717,13-14=4746/13717,12-13=-4825/14067,11-12=-3146/10519, 10-11=-4232/15503,9-10=4773/17424,8-9=-4773/17424 WEBS 3-13=-1980/4395,3-12=-4435/2099,4-12=-1952/4762,4-11.13/1737,5-11=-1823/6142, 6-11=-5847/1420,6-10=-1254/5928,2-13.364/520,2-14=-522/274,7-10=-2247/633, 7-9=-526/2175 NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 Michael S.Magid PE No.53681 will fit between the bottom chord and any other members. MiTek USA.Inc.FL Cert 6634 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2862 lb uplift at joint 1 and 3256 lb uplift 6904 Parke East Blvd.Tampa FL 33610 at joint 8. Date: 10)Use Simpson Strong-Tie HGUS28-2(36-10d Girder,12-10d Truss)or equivalent at 7-1-8 from the left end to connect truss(es)to front face of bottom chord. March 26,201E Continued on Hage 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbie personal knluxy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tampa.FL 33610 Jobs Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591807 J180142 U04 Hip Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:28 2018 Page 2 ID:2W flOM3BzaahTOggScXDcczY7Bl-dgohOxvW SIU WQu3C W KMztIeNg4eMaDun2tjvoSzX79H NOTES- 11)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 26-2-4 to connect truss(es)to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-8=-54,1-8=-20 Concentrated Loads(Ib) Vert:13=-2956(F)10=1520(F)18=-1333(F)19=-1325(F)20=-1325(F)21=-1519(F)22=1520(F)23=-1520(F)24=-1520(F)25=-1520(F)26=1519(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AW-7473 rev.10/022015 BEFORE USE int Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSlJI911 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Jobe Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591808 J180142 W01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:30 2018 Page 1 ID:2W fIOM3BzaahTOggScXDcczY7Bl-Z2W RpdxnzNlefCDbelORyjko4uGB2FH3VBCOtKzX79F -2-0-0 5-0-0 9-4-4 13-6-121 17-11-0 22-11-0 1 24-11-0 1 2-0-0 5-0-0 4-4-4 4-2-8 4-4-4 5-0-0 2-0-0 Scale=1:44.3 NAILED NAILED NAILED 4x7= NAILED 3x4 NAILED 1.5x4 II NAILED 4x7= 3 19 4 20 21 22 23 5 24 6 700 12 T nn ve, nn nn still nn T 7 1 2 8 nut nn nn ' h nn E Ig t 812 2r' 11 26 27 1U 28 9 =A B 3x4= 1.5x4 I I NAILED 5x5= NAILED 3x8_ NAILED 1.5x4 II 3x4= NAILED NAILED NAILED 0-1112 5-0-0 l 9-4-4 I 13-6-12 l 17-11-0 I 22-9-4 22-111-0 0-{-12 4-10-4 4-4-4 4-2-8 4-4-4 4-10-4 0-11-12 Plate Offsets(X,Y)-- (3:0-5-4,0-2-01,16:0-5-4,0-2-0],17:0-4-5,0-0-41,111:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.23 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1406/0-5-8,7=1405/0-5-8 Max Horz 2=118(LC 7) Max Uplift 2=-643(LC 8),7=-643(LC 8) Max Gray 2=1457(LC 29),7=1457(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2313/876,3-4=-2715/1108,4-5=-2736/1118,5-6=-2736/1118,6-7=-2314/876 BOT CHORD 2-12=-670/2011,11-12=-670/2028,10-11=-991/2780,9-10=-660/1979,7-9=-660/1962 WEBS 3-12=-7/357,3-11=-418/976,4-11=-396/283,5-10=-386/297,6-10=-427/992, 6-9=-7/360 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 643 lb uplift at joint 2 and 643 lb uplift at joint 7. 7)°NAILED°indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25°)toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 202 lb up at 5-0-0,and 138 lb down and 202 lb up at 17-11-0 on top chord,and 284 lb down and 51 lb up at 5-0-0,and 284 lb down and 51 lb up at 17-9-15 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Michael S.Magid PE No.53681 Vert:1-3=-54,3-6=-54,6-8=-54,13-16=-20 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 Continued on Daae 2 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE W v.-7473 n10/032015 BEFORE USE mit Design valid for use only wlih MITekm connectors.Ibis design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ilei' i Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tars systems seeANSI/tPl I Quality anemia,DSB-89 and BCSI Building Component 6904 Parke East Bled. Soley Informaton available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type City Ply Riverside Homes/Rummans Res/JK T13591808 J180142 I W O1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:30 2018 Page 2 I D:2Wfl0M3BzaahTOggScXDcczY7Bl-Z2WRpdxrizNIefCDbelORyjko4uGB2FH3VBC0tKzX79F LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-78(B)6=-78(B)11=-32(B)12=-113(B)4=-53(B)5=-53(6)10=-32(B)9=-113(B)19=-53(B)21=-53(B)22=-53(B)24=-53(B)25=-32(B)26=-32(B)27=32(B) 28=-32(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE M@-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DS13-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 JobTruss Truss Type Qty Ply Riverside Homes/Rummans Res MK ` 113591809 J180142 W02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:32 2018 Page 1 1 D:2WfIOM3BzaahTOggScXDcczY7Bl-W R1 CEJyt V_?LvW NzIAOv18p5PhzgW 9pMyVh6xDzX79D -2-0-0 7-0-0 11-5-8 15-11-0 22-11-0 I 24-11-0 I 2-0-0 I 7-0-0 I 4-5-8 4-5-8 7-0-0 2-0-0 Scale=1:44.3 5x5= 3x4= 5x5= 3 18 4 19 5 AidiihiLrl 11 7.0017F 17 I 20 rn 16 i 21 6 2 y n i �� Ioi 1 l 9 6 6=-1 7 3x4= 6x6= 3x4= 3x4= 0-1112 7-0-0 I 15-11-0 I 22-9-4 22-111-0 0-1J12 6-10-4 8-11-0 6-10-4 0.142 Plate Offsets(X,Y)-- 12:0-0-9,Edgel,13:0-2-8,0-2-11,15:0-2-8,0-2-11,16:0-0-9,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.11 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.16 Horz(CT) 0.04 6 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (ib/size) 2=960/0-5-8,6=960/0-5-8 Max Horz 2=-151(LC 10) Max Uplift 2=-416(LC 12),6.416(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1266/525,3.4=-1035/533,4-5=-1027/532,5-6=-1270/525 BOT CHORD 2-9=-271/1014,8-9=-375/1148,6-8=-301/1016 WEBS 3-9=-53/360,4-8=-253/143,5-8=-52/363 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 7-0-0,Exterior(2)7-0-0 to 20-1-15,Interior(1)20-1-15 to 24-11-14 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 2 and 416 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201€ r, _ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ABF7473 rev.10/032015 BEFORE USE. to Design valid for use only with Mllek®connectors.This design Lv based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 `JobTruss Truss Type Qty Ply Riverside Homes/Rummans Res/JK ' T13591810 J180142 W03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:33 2018 Page 1 ID:2W f10M3BzaahTOggScXDcczY7Bl-_dbaRezfG17CW fxAJty8aLMJ95KIFcbW B9RgTfzX79C -2-0-0 4-8-13i 9-0-0 13-11-0 18-2-3 1 22-11-0 24-11-0 2-0-0 4-8-13 4-3-3 4-11-0 4-3-3 4-8-13 2-0-0 Scale=1:44.3 4x4= 4x7= 4 18 19 20 21 5 7.0012 1.5x4 >Z4 i N r r 6 dio../.00.0 22 7 1 17 3 10 9 8 811 3x5 i 5x8= 3x4= 3x5 0-1112 9-0-0 I 13-11-0 22-9-4 22-+1i/-0 0-1-12 8-10-4 4-11-0 8-10-4 0-7-12 Plate Offsets(X,Y)-- 12:0-2-3,0-1-81,15:0-5-4,0-2-01,17:0-2-3,0-1-81,(10:0-3-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.16 9-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.33 9-16 >844 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight 120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=960/0-5-8,7=960/0-5-8 Max Horz 2=-184(LC 10) Max Uplift 2=-416(LC 12),7=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1308/590,3-4=-1079/502,4-5=-915/488,5-6=-1077/501,6-7=-1307/590 BOT CHORD 2-10=-367/1119,9-10=-211/879,7-9=-400/1103 WEBS 3-10=-392/223,4-10=-61/339,5-9=-77/351,6-9=-394/223 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 9-0-0,Exterior(2)9-0-0 to 18-3-15,Interior(1)18-3-15 to 24-11-14 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 3)Provide adequate drainage to prevent water ponding. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 2 and 416 lb uplift at joint 7. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E 0 WAIVING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/032015 BEFORE USE mit Design valid for use only with MITekm connectors.this design Is based only upon parameters shown,and Is for an kidivldual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalkrn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job_ Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK 41 i. 113591811 J180142 W04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:34 2018 Page 1 I D:2W fIOM3BzaahTOggScXDcczY7Bl-Sg9yf_H 1 bF38pW MtbTN7ZuUTVj3_?PfQpADO5zX79B 5-8-13I 11-0-0 111-11.01 17-2-3 I 22-11-0 5-8-13 5-3-3 0-11-0 5-3-3 5-8-13 4x4= 4x4= Scale=1'.40.9 34 ra ■' 7.00 112 3x5 i 17 18 3x5 5 2 ,n co 19 16 1 6 -- 9 8 7 3x4= 1.5x4 I I 5x12 1.5x4 II 384= 1, 51-11-11-0 0.112 5-713 I 15-33 Grr8 l 1533 I 25-7-1 2-9-4 0•i-i2 0-5-8 Plate Offsets(X,Y)-- 18:0.6-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.41 Vert(LL) 0.05 7-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0A6 Vert(CT) -0.09 7-15 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.41 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH I Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=848/0-5-8,6=848/0-5-8 Max Horz 1=183(LC 11) Max Uplift 1=-305(LC 12),6=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1367/562,2-3=-960/458,3-4=-887/451,4-5=-960/458,5-6=-1367/561 BOT CHORD 1-9=-408/1144,8-9=-408/1144,7-8=-402/1142,6-7=-402/1142 WEBS 2-8=-562/281,5-8=-562/281,4-8=-151/339,3-8=-151/339 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 11-11-0,Interior(1)16-1-15 to 22-11-0 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 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 1 and 305 lb uplift at joint 6. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201E 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.1003/2015 BEFORE USE tit Design valid for use only with MITeke connectors.this design S txlsed only upon parameters shown,and is for an individual building component-not a truss system.Before use,the building designer must verify the(314 iIlcabitity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI BuHdkng Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job . Truss Truss Type Oty Ply Riverside Homes/Rummans Res/JK • 113591812 J180142 X01 Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:35 2018 Page 1 ID:2W f10M3BzaahTOggScXDcczY7Bl-wOjKsK?vovNwmz5Y01_cfmRjbv75jY?ofTwnYYzX79A -1-2-0 1-8-0 2-0-0 3-8-0 4-10-0 i 1-2-0 1-8-0 0-4-0 1-8-0 1-2-0 3x4= Scale=1:12.2 3 7.00 Fli c7 4 2 0 1 5 12 . 13 1 2x4= 2x4= 1-8-0 2-0-0 3-8-0 1-8-0 0-4-0 1-8-0 Plate Offsets(X,Y)-- 13:0-2-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 8-11 >999 180 BCLL 0.0 ` Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=199/0-3-8,4=199/0-3-8 Max Horz 2=-49(LC 6) Max Uplift 2=-132(LC 8),4=-132(LC 8) Max Gray 2=279(LC 29),4=278(LC 30) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-318/62,3-4=-318/61 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 2 and 132 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)271 lb down and 68 lb up at 1-10-0 on top chord,and 89 lb down and 43 lb up at 1-8-0,and 69 lb down and 43 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,6-9=-20 Concentrated Loads(Ib) Vert:12=5(F)13=3(F) Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- ' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regcrcilng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Sheet,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 .Atlr Jot ii 5I' Truss Truss Type Qty Ply Riverside Homes/Rummans Res/JK T13591813 J180142 X02 Common 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon Mar 26 08:16:36 2018 Page 1 I D:2W fl0M3BzaahTOggScXDcczY7Bl-OCHi4g0YZDVnN7gL_?VrC_VOIUeS?Fyt6fK4_2X799 -1-2-0 1-10-0 3-8-0 4-10-0 1-2-0 l 1-10-0 I 1-10-0 1-2-0 3x4= Scale:1'=1' 3 I . 7.00 FIT 4 40100.°11° t 11 =' =, s ►1 W. 2x4= 2x4= 1-10-0 3-8-0 1-10-0 I 1-10-0 Plate Offsets(X,Y)— (3:0-2-0,Edge) , LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 I Vert(CT) -0.01 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 rt/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=203/0-3-8,4=203/0-3-8 Max Horz 2=-51(LC 10) Max Uplift 2=115(LC 12),4=-115(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 2 and 115 lb uplift at joint 4. Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 26,201e A WARNING-Verify assign parameters and READ NOTES ON THIS AND INCLUDED AITEK REFERANCE PAGE AN-7473 ray.1003/2015 BEFORE USE. pill Design valid for use only with MiTek©connectors.this design is based only upon parameters shown,and Is for an WidMdual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Butdng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 /4 3 " Center plate on joint unless x,y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MEEDimensions are in ft-in-sixteenths. ligik, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 0-1/14' 2. Truss bracing must be designed by aln engineer.For a 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. RINI* 3. Never exceed the design boding shown and never stack materials on Inadequately braced trusses. O 4. Provide copies of this truss design to the building C 7-s cb-, cs� r- For 4 x 2 orientation, locate designer,erection supervisor,property owner and plates 0 'irb"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. — Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 4.11.1110 reaction section indicates joint IIIIIIIIII number where bearings occur. 17,Install and load vertically unless indicated otherwise. Min size shown is for crushing only. —=lot 18.Use of green or treated lumber may pose unacceptable -1 environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. CBDesign Standardfor Bracing. BIj IN'T Ic � BCSI:I: Com Building Component Safety Information, 20.Design assumes manufacture in accordance with / 14Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. . Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 , Builder: Job Information Riverside Homes Eaian: :::ney 112276 San Jose Blvd., Ste 120 irliell Jacksonville, FL 32233 (904)503-7055 Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/26/18 Lot 23 Atlantic Beach Court Del. Date: / / Jacksonville, FL Cover Sheet Truss Level: a a..: - i PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ,' 1 7.00 0.00 A01 23-03-00 23-03-00 2 X 4 2 X 4 02-00-00 05-07-01 " "' 1 7.00 0.00 A02 23-03-00 23-03-00 2 X 4 2 X 4 02-00-00 06-09-01 1 7.00 0.00 B01 23-03-00 23-03-00 2 X 4 2 X 4 02-00-00 02-00-00 05-07-01 A� 1 7.00 0.00 B02 23-03-00 23-03-00 2 X 4 2 X 4 02-00-00 02-00-00 06-09-01 \ 1 7.00 0.00 B03 23-03-00 23-03-00 2 X 6 2 X 4 02-00-00 02-00-00 07-11-01 1 7.00 0.00 B04 23-03-00 23-03-00 2 X 6 2 X 4 02-00-00 08-03-07 1 7.00 0.00 BO4A 23-03-00 23-03-00 2 X 6 2 X 4 02-00-00 08-03-07 5 7.00 0.00 B05 23-03-00 23-03-00 2 X 6 2 X 4 07-01-11 1 7.00 0.00 BO5A 23-03-00 23-03-00 2 X 6 2 X 4 07-01-11 1 7.00 0.00 B06 23-03-00 23-03-00 2 X 6 2 X 4 02-00-00 07-11-01 1 2 Ply 7.00 0.00 CO1 11-03-00 11-03-00 2 X 4 2 X 6 01-04-09 3 7.00 0.00 DO1 09-03-00 09-03-00 2 X 4 2 X 4 02-00-00 06-10-13 ,...el 1 7.00 0.00 D02 08-07-06 08-07-06 2 X 4 2 X 6 02-00-00 06-06-06 �' 1 7.00 0.00 D03 07-10-10 07-10-10 2 X 4 2 X 6 02-00-00 06-01-04 ZA 1 7.00 0.00 D04 07-05-02 07-05-02 2 X 4 2 X 6 04-08-04 Adl 1 7.00 0.00 E01 05-10-00 05-10-00 2 X 4 2 X 4 02-00-00 04-06-13 .""ei 2 7.00 0.00 E02 05-10-00 05-10-00 2 X 4 2 X 4 02-00-00 04-10-14 3 7.00 0.00 E03 05-10-00 05-10-00 2 X 4 2 X 4 03-09-02 big! 1 ow 2 Ply 0.00 0.00 FG03 01-09-00 01-09-00 2 X 4 2 X 6 01-05-02 eg!fM2 Ply1 3.00 0.00 FRGO1 11-08-00 11-08-00 2 X 4 2 X 6 00-01-12 02-10-06 4-J1/ 3.00 0.00 FRGO2 08-07-08 08-07-08 2 X 6 2 X 6 01-05-02 i 1 7.00 0.00 G01 07-08-02 07-08-02 2 X 4 2 X 8 00-00-02 06-09-09 1 7.00 0.00 H01 25-00-05 25-00-05 2 X 6 2 X 8 04-05-07 05-01-08 1 7.00 0.00 H02 24-03-09 24-03-09 2 X 6 2 X 8 04-05-07 05-11-05 rBuilder: Job Information Riverside Homes ELan: 'B1ney ob# J1802 12276 San Jose Blvd., Ste 120 (E Jacksonville, FL 32233 (904)503-7055 Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/26/18 Lot 23 Atlantic Beach Court l Del. Date: / / Jacksonville, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 H03 23-06-13 23-06-13 2 X 6 2 X 8 04-05-07 06-09-02 1 7.00 0.00 H04 22-10-02 22-10-02 2 X 6 2 X 8 04-05-07 07-06-15 1 7.00 0.00 H05 22-01-06 22-01-06 2 X 6 2 X 8 04-05-07 08-04-12 1 7.00 0.00 H06 21-04-10 21-04-10 2 X 6 2 X 8 04-05-07 07-10-02 1 7.00 0.00 H07 20-07-14 20-07-14 2 X 4 2 X 4 02-00-00 04-00-06 07-09-14 1 7.00 0.00 H08 19-11-03 19-11-03 2 X 4 2 X 4 02-00-00 03-03-11 06-07-14 1 7.00 0.00 H09 19-05-03 19-05-03 2 X 4 2 X 4 02-00-00 02-09-11 05-10-04 1 7.00 0.00 H10 18-08-07 18-08-07 2 X 4 2 X 6 02-00-00 02-00-15 04-08-04 .,'1 14 7.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 02-01-01 / 4 7.00 0.00 JO1A 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 00-02-04 02-01-01 l4 2 7.00 0.00 JO1B 01-00-00 01-00-00 2 X 4 2 X 4 00-11-05 8 7.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 03-03-01 2 7.00 0.00 JO2A 03-00-00 03-00-00 2 X 4 2 X 4 02-01-05 4 7.00 0.00 J03 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 04-05-01 7' 2 7.00 0.00 JO3A 05-00-00 05-00-00 2 X 4 2 X 4 03-03-05 A 4 7.00 0.00 J04 01-09-00 01-09-00 2 X 4 2 X 4 02-00-00 02-06-05 2 7.00 0.00 J05 02-08-00 02-08-00 2 X 4 2 X 4 02-00-00 03-00-12 2 4.95 0.00 J06 02-04-15 02-04-15 2 X 4 2 X 4 02-09-15 02-05-12 1 4.95 0.00 J07 03-08-08 03-08-08 2 X 4 2 X 4 02-09-15 03-00-02 7 7.00 0.00 J08 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 00-02-04 03-03-01 2 7.00 0.00 J09 04-10-00 04-10-00 2 X 4 2 X 4 02-00-00 04-03-14 5 7.00 0.00 J10 05-05-08 05-05-08 2 X 4 2 X 4 02-00-00 04-08-04 Z 1 7.00 0.00 J10A 05-05-08 05-05-08 2 X 4 2 X 4 03-06-08 8 7.00 0.00 J11 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 05-07-01 Builder: Job Information Riverside Homes Job#: J180142 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 gra Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/26/18 Lot 23 Atlantic Beach Court Del. Date: / / Jacksonville, FL L. Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 6 7.00 0.00 J12 07-00-00 07-00-00 2 X 4 2 X 4 04-05-05 1 7.00 0.00 J13 04-09-00 04-09-00 2 X 4 2 X 4 02-00-00 04-03-05 1 7.00 0.00 J14 04-06-09 04-06-09 2 X 4 2 X 4 02-00-00 04-01-14 1 7.00 0.00 J15 03-09-13 03-09-13 2 X 4 2 X 4 02-00-00 03-08-13 GZ 1 7.00 0.00 J16 03-04-00 03-04-00 2 X 4 2 X 4 02-00-00 03-05-06 1 7.00 0.00 J17 02-07-09 02-07-09 2 X 4 2 X 4 02-00-00 03-00-07 r I 4 3.00 0.00 J18 01-00-00 01-00-00 2 X 4 2 X 6 00-01-12 00-11-08 4 3.00 0.00 J19 03-00-00 03-00-00 2 X 4 2 X 4 00-01-12 01-05-08 4 3.00 0.00 J20 05-00-00 05-00-00 2 X 4 2 X 4 00-01-12 01-11-08 1 3.00 0.00 J21 01-06-08 01-06-08 2 X 4 2 X 6 01-01-02 5 3.00 0.00 J23 07-00-00 07-00-00 2 X 4 2 X 4 00-01-12 02-05-08 f I 4 4.00 0.00 J24 01-00-00 01-00-00 2 X 4 2 X 6 00-01-12 01-00-08 4 4.00 0.00 J25 03-00-00 03-00-00 2 X 4 2 X 4 00-01-12 01-08-08 4 4.00 0.00 J26 05-00-00 05-00-00 2 X 4 2 X 4 00-01-12 02-04-08 2 4.00 0.00 J27 07-00-00 07-00-00 2 X 4 2 X 4 00-01-12 03-00-08 2 4.95 0.00 J28 06-09-04 06-09-04 2 X 4 2 X 4 02-09-15 04-03-05 2 4.95 0.00 J29 04-02-03 04-02-03 2 X 4 2 X 4 02-09-15 00-02-13 03-02-08 6 , 1 2.12 0.00 J30 09-07-01 09-07-01 2 X 4 2 X 4 00-01-12 02-04-13 1 2.12 0.00 J30A 09-10-01 09-10-01 2 X 4 2 X 4 00-01-12 02-05-06 FEft 1 2.12 0.00 J31 09-07-01 09-07-01 2 X 4 2 X 4 00-01-12 02-04-13 1 2.12 0.00 J31A 09-10-01 09-10-01 2 X 4 2 X 4 00-01-12 02-05-06 2 2.83 0.00 J32 09-07-01 09-07-01 2 X 4 2 X 4 00-01-12 02-11-10 2 2.83 0.00 J32A 09-10-01 09-10-01 2 X 4 2 X 4 00-01-12 03-00-05 3 4.95 0.00 J33 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 05-06-08 Builder: Job Information Riverside Homes Job#: J180142 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 firSil Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/26/18 Lot 23 Atlantic Beach Court Del. Date: / / Jacksonville, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 10 7.00 0.00 JJ01 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 02-01-01 4 7.00 0.00 JJ01A 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 00-01-12 02-01-01 8 7.00 0.00 JJ02 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 03-03-01 OZ 4 7.00 0.00 JJ02A 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 00-01-12 03-03-01 Z 1 7.00 0.00 JJ02B 03-00-00 03-00-00 2 X 4 2 X 4 02-01-05 1 7.00 0.00 JJ03 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 03-03-01 Z 1 7.00 0.00 JJ03A 05-00-00 05-00-00 2 X 4 2 X 4 03-03-05 7 7.00 0.00 JJ04 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 04-05-01 2 7.00 0.00 JJ04A 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 04-05-01 8 7.00 0.00 JJ05 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 00-01-12 04-05-01 19 7.00 0.00 JJ06 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 05-07-01 , 1 7.00 0.00 JJ06A 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 05-07-01 4 2 Ply 7.00 0.00 JJ06B 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 05-07-01 2 7.00 0.00 JJO6C 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 05-07-01 12 7.00 0.00 JJO6D 07-00-00 07-00-00 2 X 4 2 X 4 04-05-05 2 4.95 0.00 JJ07 07-00-02 07-00-02 2 X 4 2 X 4 02-09-15 00-02-02 04-04-08 2 4.95 0.00 JJ08 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 00-00-06 05-06-08 3 4.95 0.00 JJ09 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 05-06-08 8 7.00 0.00 JJ10 01-00-00 01-00-00 2 X 4 2 X 4 01-02-00 01-07-04 2 7.00 0.00 JJ11 01-08-00 01-08-00 2 X 4 2 X 4 01-02-00 01-11-14 4 4.95 0.00 JJ12 02-03-09 02-03-09 2 X 4 2 X 4 01-07-13 01-11-05 1 7.00 0.00 KO1 16-07-00 16-07-00 2 X 4 2 X 4 02-00-00 02-00-00 00-02-04 00-02-04 03-03-01 /�7� 1 7.00 0.00 K02 16-07-00 16-07-00 2 X 4 2 X 4 02-00-00 02-00-00 00-02-04 00-02-04 04-05-01 f- 1 7.00 0.00 K03 16-07-00 16-07-00 2 X 4 2 X 4 02-00-00 02-00-00 00-02-04 00-02-04 05-07-01 Builder: Job Information Riverside Homes Job#: J180142 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233BS File#: (904) 503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 5 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery©ate ' DATE 03/26/18 Lot 23 Atlantic Beach Court Del. Date: / / Jacksonville, FL Cover Sheet -11111111111 Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 K04 16-07-00 16-07-00 2 X 4 2 X 4 02-00-00 02-00-00 06-04-02 5 7.00 0.00 K05 16-07-00 16-07-00 2 X 4 2 X 4 02-00-00 02-00-00 06-04-02 1 7.00 0.00 K06 16-07-00 16-07-00 2 X 4 2 X 4 02-00-00 06-04-02 1 7.00 0.00 K07 16-07-00 16-07-00 2 X 4 2 X 4 05-02-06 1 7.00 0.00 KO8 16-07-00 16-07-00 2 X 4 2 X 4 05-02-06 1 7.00 0.00 LO1 11-03-00 11-03-00 2 X 4 2 X 4 03-02-02 1 7.00 0.00 L02 11-03-00 11-03-00 2 X 4 2 X 8 03-07-11 Filll 1 3.00 0.00 MO1 11-06-00 11-06-00 2 X 4 2 X 4 00-01-12 02-05-08 1 3.00 0.00 M02 11-06-00 11-06-00 2 X 4 2 X 4 00-01-12 02-11-08 �.:= 1 3.00 0.00 M03 11-06-00 11-06-00 2 X 4 2 X 4 00-01-12 03-05-08 1 3.00 0.00 M04 09-08-00 09-08-00 2 X 4 2 X 4 00-01-12 02-05-08 1 3.00 0.00 M05 11-08-00 11-08-00 2 X 4 2 X 4 00-01-12 03-04-06 -. 11 2 4.00 0.00 NO1 08-08-00 08-06-00 2 X 4 2 X 4 00-01-12 01-07-04 00-02-00 03-00-08 2 4.00 0.00 NO2 08-08-00 08-06-00 2 X 4 2 X 4 00-01-12 00-02-00 03-06-08 8 4.00 0.00 NO3 08-06-00 08-06-00 2 X 4 2 X 4 00-01-12 03-06-08 A 1 6.58 0.00 RO1 05-01-01 05-01-01 2 X 4 2 X 6 00-00-02 00-00-11 03-01-12 1 7.00 0.00 SO1 05-05-08 05-05-08 2 X 4 2 X 4 02-00-00 03-00-12 ,041 1 7.00 0.00 SO2 05-05-08 05-05-08 2 X 4 2 X 4 02-00-00 04-02-12 1 '� 2 Ply 7.00 0.00 TO1 36-07-00 36-07-00 2 X 4 2 X 6 02-00-00 05-07-01 /V V W V ' 1 7.00 0.00 T02 36-07-00 36-07-00 2 X 4 2 X 4 02-00-00 06-09-01 1 7.00 0.00 T03 36-07-00 36-07-00 2 X 4 2 X 4 02-00-00 07-11-01 2 7.00 0.00 T04 36-07-00 36-07-00 2 X 8 2 X 6 02-00-00 09-01-01 2 7.00 0.00 T05 36-07-00 36-07-00 2 X 4 2 X 6 02-00-00 10-03-01 2 7.00 0.00 TO6 36-07-00 36-07-00 2 X 6 2 X 6 02-00-00 11-05-01 Builder: Job Information Riverside Homes Job#: J180142 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 re'ISI Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 6 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/26/18 Lot 23 Atlantic Beach Court Del. Date: / / Jacksonville, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT I ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7.00 0.00 T07 36-07-00 36-07-00 2 X 6 2 X 6 02-00-00 12-02-02 1 7.00 0.00 T08 36-07-00 36-07-00 2 X 4 2 X 4 02-00-00 07-11-01 ' 1S:LZI ' 1 7.00 0.00 T09 36-07-00 36-07-00 2 X 4 2 X 4 02-00-00 06-09-01 1 f71� 2 Ply 7.00 0.00 T10 36-07-00 36-07-00 2 X 4 2 X 6 02-00-00 02-00-00 05-07-01 x'12:1 1 7.00 0.00 U01 26-11-08 26-11-08 2 X 4 2 X 4 02-00-00 05-07-01 1 7.00 0.00 UO2 26-11-08 26-11-08 2 X 4 2 X 4 02-00-00 06-09-01 ® 1 7.00 0.00 UO3 26-11-08 26-11-08 2 X 4 2 X 4 06-09-05 3 P1ly 7.00 0.00 U04 26-11-08 26-11-08 2 X 4 2 X 8 07-06-06 1 7.00 0.00 W01 22-11-00 22-11-00 2 X 4 2 X 4 02-00-00 02-00-00 00-01-12 00-01-12 04-05-01 1 7.00 0.00 W02 22-11-00 22-11-00 2 X 4 2 X 4 02-00-00 02-00-00 00-01-12 00-01-12 05-07-01 1 7.00 0.00 W03 22-11-00 22-11-00 2 X 4 2 X 4 02-00-00 02-00-00 00-01-12 00-01-12 06-09-01 ® 1 7.00 0.00 W04 22-11-00 22-11-00 2 X 4 2 X 4 00-01-12 00-01-12 06-09-05 2 7.00 0.00 X01 03-08-00 03-08-00 2 X 4 2 X 4 01-02-00 01-02-00 01-11-14 8 7.00 0.00 X02 03-08-00 03-08-00 2 X 4 2 X 4 01-02-00 01-02-00 02-01-01 IFLOOR 1QTYI DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT (RIGHT SIZE I LOCATION LEFT RIGHT LEFT RIGHT NiiuninliIl 01-08-00 ( 3 1 F01 18-03-08 18-03-08 ® 01-08-00 E 3 1 F02 22-03-02 22-03-02 ® 01-08-00 E 3 6 F03 22-00-06 22-00-06 ,tion 01-08-00 3 F04 04-06-14 04-06-14 -aim 3 01-08-00 FO4A 04-03-14 04-03-14 r 3 ® 01-08-00 12 F05 22-08-12 22-08-12 E 3 00-02-04 01-08-00 E 3 7 F06 15-00-04 15-00-04 ® 01-08-00 E 3 1 F07 15-00-04 15-00-04 — Builder: Job Information Riverside Homes Job#: J180142 12276 San Jose Blvd.,Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 rd°1191 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 7 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rummans Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/26/18 Lot 23 Atlantic Beach Court ' Del. Date: / / Jacksonville, FL Cover Sheet Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP= INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT li■■■.or, 01-08-00 1 Fog 09-10-04 09-10-04 1531=1 01-08-00 E 3 2 F09 15-00-04 15-00-04 01-08-00 r 3 5 F10 15-00-04 15-00-04 01-08-00 1 F11 06-11-08 06-11-08 ® 01-08-00 E 3 1 F12 15-00-12 15-00-12 ® 01-08-00 7 F13 15-00-12 15-00-12 E 3 00-02-04 ® 01-08-00 r n 1 F14 15-00-12 15-00-12 - 01-08-00 4 F15 05-02-00 05-02-00 E 00-02-04 1 01-08-00 F16 05-02-00 05-02-00 r ,,,,,,it 01-05-00 1f—� 1 F17 09-02-04 09-02-04 !�L ,, ` 01-05-00 1 F18 07-09-08 07-09-08 mEozszi 01-08-00 1 F19 10-02-04 10-02-04 1 01-08-00 2 Ply FG01 10-08-05 10-08-05 N I p 1 01-08-00 E 3 H�` — � 2 Ply FG02 06-04-00 06-04-00 0=061 1 01-08-00 --— 3 Ply FG04 05-01-08 05-01-08 r ITEMS (QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 2 SS-LMATL BM1-1 3/4"x 20"2.0E EverEdge'M LVL- 12-00-00 6 Hanger HGUS26-2 4 Hanger HGUS28-2 40 Hanger HTU26 1 Hanger HTU28 10 Hanger THA426 Client: RIVERSIDE HOMES Date: 3/26/2018 Page 1 of 1 Project. RUMMANS Designer: John Knight isDesign- Address: LOT 23 ATLANTIC BEACH COURT Job Name J180142 Project#: J180142 OFFICE COPY BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 45 )i�it /lit ; 1di l l tt 6 q it L d ii I 2 1 / 1'8" ' z.' O / 1 SP 2 SP 11'3 3/4" y3 1/2" 11'3 3/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3091 2206 0 0 1305 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 3402 2160 0 0 1034 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance' Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1 -SP 5.500" 51% 2206/3297 5503 Uniform D+0.75(L+C) Construction: 20 PSF 2-SP 5.500" 51% 2160/3402 5562 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 13559 ft-lb 67 3/8" 52603 ft-lb 0.258(26%) D+L L Unbraced 13703 ft-lb 72 3/16" 13749 ft-lb 0.997 D+0.75(L+C)Uniform (100%) Shear 5177 lb 9'3 1/8" 13300 lb 0.389(39%) D+L L LL Defl inch 0.049(L/2599) 5'10 5/16" 0.264(L/480) 0.180(18%) L L TL Defl inch 0.080(L/1579) 511 7/16" 0.351(L/360) 0.230(23%) D+L L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Near Face 163 PLF 436 PLF 0 PLF 0 PLF 0 PLF F03 3 Point 0-10-4 Far Face 47 lb 125 lb 0 lb 0 lb 0 lb FG03 4 Point 0-11-12 Top 664 lb 0 lb 0 lb 0 lb 947 lb HEADER 5 Point 7-9-12 Top 1042 lb 0 lb 0 lb 0 lb 1392 lb HEADER 6 Point 7-11-4 Far Face 369 lb 983 lb 0 lb 0 lb 0 lb FRGO1 Self Weight 20 PLF ls 6.For not roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies-Truss Divsion chemicals 11155 Philips Parkway Dr E.Florida Cakulated Structured Designs is responsible only of the Handling&Installation ponding Weyerhaeuser USA structural adequacy of this component based on the 1 LVL beams must not be cut or dried Seattle,WA 32256 design crneda and loadings shown. It is the 2_Refer to manufacturer's product information www.weyerhaeuser.com/everedge/ 904-268-8225 responsibility of the customer and/or the contractor to regarding installation requirements, muncpy ensure the component surtabilay of the intended fastening details,beam strength values,and code application,and to verity the dimensions and loads, approvals Lumber 3.Damaged Beams must not be used 111/1§1Mr111191 nO 4 Design assumes top edge is laterally restrained SUPP LIoES 1.Dry service conditions.unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated wrth fire retardant or corrosive lateral displacement and rotation TRUSS DIVI81011 Version 18.20.037 Powered by iStruct�° AMP d prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor 13 g 1t2 i Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 37 55 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wnd Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II rsi JJa1 Building Exposure C Building Type Closed JJ-62 NOTE JJ154 It is the responsibility of the budding designer or architect to provide an appropriate connection for trusses to supporting 2,0 structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the • builder an approved truss layout prior to fabricator. _ Manning Building Supplies is a truss manufacturer whose responsibilities are limited to Biose described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any ,�, responsibilities for the the construction design,drawings, •• documents including the installation and bracing of trusses manufactured by Manning Building Supplies. 7,a, Warning: Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer.plate manufacturer,or i truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is ' always required to prevent toppling and domnoing during erection;and permanent bracing which may be required in specific applications.See"Bracing wood trusses commentary JJ04A and recommendations(SCSI 1-03)for further information. JJO2 Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords.they shall be braced as specified on the engineered JJ01 design Trusses shall be handled with reasonable care during _ erection to prevent damage or personal injury N ✓•?, Approved truss anchor by builder. . 2x4 minimum top and bottom chords. Square cut overhangs. 12 7 M b 4 5116" --AillIMIXIMI r 5-1/2" 12 BRO. an-.snot otherwise. T •ical Truss Ends 12 g" Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St.Augustine Rd#202, Jacksonville, FL 32258 _ 1Manning Bui sing riSupplies, INC. BS 11155 Philips Parkway Cr.E. Jacksonville,FL 32258 • • Phone(904)288-8225 • Fax.(904)280-2981 1 • Customer: Riverside Homes Job Name: Rummans Residence Lot lk/Subdw 23/ /ABCC NEYERHAEUSER EEI-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 N.T.S. 3//22 Date: wn By: Job Number: N.T. 61'2018 re JK J180142 SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor m of responsibility for any deviation from the requirements i't-•e shop O drawings.XPPROVED Contractor shall determine and verify all field mca_,�ernents. 73 ❑ RETURNED FOR Cr:EiCTION CJ n lj 0 APPROVED AS NOTED 0 RETURNED WITH' :. ACTION . O • ❑NOT APPROVED ❑SEE TRANSMITT L Lc ITER 0 C COMMENTS 3 "-1 BY DATE C" 0 Cil D HULSBERG ENGINEERING,INC. FL CE . 84L 1:1 11481 ST.AUGUSTINE RD.N 202 MI JACKSONVILLE,FL 32258 0C3 CD ✓ c O O ' 2 -O. ' r S RI 0 } — 3T 3" — 0 CD W 1 1 I - N C C ca oD ✓ 0 0 0` p 0 0 p p 0 pp '6 0 0 0 -- � cOc . n O 8 8 A 8 8 r 8 n 2 W N O- O O 3 co a ti -• N o D N J 3 ^' ^' fJJ01 2'� r0 r0 ``2'0" 2'01. rQ 2'0 2'0 2'0 r0"_ lb, J - A A r J02 T a k JJb2 -s. su M1JJO4 T 0 JJ�14 N -6 __ OF BEAM . C N L 11'8" N + $ $ + Cl) CO ✓✓,c2 c o e X02(4) o' ' JJ B 113 7 • C CT CD JJ11 g r.5.26-2 g g o' 6 m JJ1 ■dam GI • i ♦paw N s N D D vt S. .. Dili JJ068 ( 4 0. — -" .Aii • ". y JJ0 1• - -n XI Ca. �Jr� 20 20 - m o x44 { f .,� • Say � JJO = N m m ✓, c_ X02(4) tL: .oAo CO ? s C/1 Ell I ..m 0 JJ1 II 1i cusaa�— „�- i 4'10 1/4" 1 CL i - JJtr ,'' , RI } ' < � JJO68 1;` NGUSa6a -k- • oN c \ N•- v N m tiro- ro- O 81 1 4 4,} N —1 m JJ06A 5'0" CD ✓ �_ f„ JJ 04 NJJO2 JJO$' CO Jf01 m t1 x W x x U x ti -11 0 ` ` of —e a r. U04 a en 0 d prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Approved truss anchor by b FLOOR TRUSS Top Chord Live Load 20.00 40.00 p.s.f. i f 3 1/2 :Ribbon A,4 Notch Top Chord Dead Load 7.00 10.00 p.s.f. SOF BEAM 20" Bottom Chord Live Load 0.00 0.00 p.s.f. 4 e,a; Bottom Chord Dead Load 10.00 5.00 p.s.f. 8 2 3U. 12, Qo 5-112" Total Load 37 55 p.s.f. ■ q�- BRO. Duration Factor 1.25 1.00 • 1.7 0" J18 TN Building Code FBC 2017 RES J19 ti Typical Truss End wind Standard ASCE 7-10 J20 -w Wind Speed 130 m.p.h. 7'0' _i. 3' Heel Wind Usage RES. CAT II �„m, s 'FRGS 1n f Building Exposure C I' N FG03w528.2 .121 Deep Building Type Closed N N x R =•i s s NOTE —� FOS) d LL LL 1/2' Gap it is the responsibility of the building designer or architect to 0" jp 0" Z'0" 2'o' 7 0' —ew' provide an appropriate connection for trusses to supporting b 3' Approved structure per reactions shown on buss engineering. Special N Unless Noted BRO. Truss Anchor considerations/or mechanical equipment and/or plumbing(end Otherwise by Builder their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton Typical Top Bearing Floor Truss End Manning Building Supplies is a buss rrenufacturerwhose responsibilities are limited to those described in WTGA 1-1995 (sections 8.0 and 7.0 Accordingly,it disclaims any 1 h9 Y b E01 responsibilities fa the the construction design,drawings, N documents including the installation and bracing of trusses `r manufactured by Manning Building Supplies. NI w b Warning: b a - Conventional framing,erection and/or permanent bracing is not ??' 1/q^ the responsibility of the truss designer.plate manufacturer,or truss manufacturer.Persons erecting trusses are cautioned to •N 4...." '1110 ..- _ seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during . 1'10 1 ," 7 erection,and permanent bracing which may be required in _ • specific applications See Tracing wood trusses commentary .N - pr 3, • o > : ...� and recommendations(BCSI 1-03)for further information. 8 b ............. tt' Trusses shell be installed in a straight and plumb position. - - A. Where no sheathing is applied directly to the top and/or bottom 3 chords,they shall be braced as specified on the engineered —Pi FG02 � J01 design.Trusses shall be handled with reasonable care during "0' Y 0' duet erection to prevent damage or personal injury. to ?\, x+54 Ltint Jaz Approved truss anchor by builder. ?, eager b .. 2x4 minimum top end bottom chords. 0^?g,r H Jo Square cut overhangs.44 12 0^2,0.?0. K A07 v 3-4.7 �02 ir .� p • Varies b-1R 12 '0Y. -,-,..-.1.4.,,,,... .2 h w,4 ti qk 24 SRO. 26 A = " 3 an-. 7. v - b "�a Jo, otherwise. 6igq J25 a -;7-,...;:::.::::—a � Typical Truss Ends \J24 eo? ° - �, 8 Engineer of Record: 11 `G 1' so, . `_� ; b Floyd S. Simpson - FL PE a3 • • #50791 clop PEW _ 401 —I- 41211481 Old St. Augustine Rd#202, Jo, b 1-?'o^j Jacksonville, FL 32258 C:', ... � m (Manning Building J' Supplies, INC. •`''+.,' ws• 8 S11155 Philips Parkway Dc E. { Jacksonville,FL 32256 rPhone:(904)268-8225 • if,{� ,, '.,: Fax:(904)260-2981 Lo ' .'1 :,,M M 23'3^ Customer: Riverside Homes Job Name: Rummans Residence LofBlk/Subdiv 23/ /ABCC Scale:WEYERHAEUSER EEI-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 3/26/2018wn By: Job Number: Date: N.T.S.N.T. � JK J180142 All claims for error or defective material must be made within 5 days of receipt of goods OFFICE Copy of 6°44' 16 I. 151 T. qOF BEAM 46'9 1!2' Cto f BV M 1P k1'9"} (11 +. m T o 0 COs ✓,,,, 2 2 2 Top of Beam.at 10-4" • Jam'" is 4' J18 2'0"42'0"4 J19 " \�1P / .- J2o ., CR. '',K02 - 6'10 1/4' 2c--Lodger .0 i N 7,0" N } 10'0 7/8" c i, ■o - F06(7) r e -- 17) 0. .—� „i 14 > >� a 1e C; i-� b g ty. lr 0")0" 2'V ,IA ''8".�8", '8" '8-7 0" ?'0" 2'C" 2'0" 2'0" 7 0" Nci i ' 01 R KC�b, 4 ea Kot` 0, 'Uig r. KOs c► co ct Ito, r fie, g t 1zs" fLL 02 p1 J .1d 03 - q ', ._r R ek J02 q 0. 04 F17 Os 05 N. o LL R F15(,1 , }.. . JO2 06 a 2 , } N 0 I F�.•1 - F1•. _ I 8 F13t') 1 110 o, F18 ♦ 2'0" 7 0" 2'0" ?0" o '�, Yps t1 u U. NCJL 7 B000 al. 3. ki 3,06‘___,------ Y - -0. . , 2'Cr 777. IN e3 03. 1 ,� R 1 Os 1s 10111 .27 e' 0 1/4" i 2 8' ^ i . 4, '22651,» 2t_Ledger o tD 7'0" i v c c o o m ;j , o"{2'o kz o �r o" � k4.z o"{z o"kr o"}z o' 0 •; .. 0 - ►- W .24 s c> > ■ r a. - .. `i •SAM a .n e r 2 .Q �+ t� �' i i Too of Beams 9 8») .2 Z p c .Q a § N Truss Connector Total List qoF BEAM - y 0 d` o o z z Manuf Product Qty 33'r p o „, m 't cC z ¢w L' HGUS26-2 2 '�'7' �- L- ,,,2 ,. Simpson HGUS28-2 3 E r_ ¢ n, o HTU26 30 Products 1 cc - v a .E 0 ❑ 0 HTU28 1 PIotID Length Product Plies Net Qty z o E y Simpson THA426 10 BM1 12'0" 1 3/4"x 20"2.0E EverEdgeTM LVL 2 2 a Hoa ' o z G C L Fw- i cz � og �, z El.. 1st Floor W O .`' GE; zt .2 U h LV W_ __ •7 ¢ C 4. ''j a O O -Nu. u a o >. j a 2cD� O C, .C.) O O CL w _., ., n c' C-6 cc _ 1- eQz ,, "a C- C_ p w$. O ,y ,% Q Q Z N—Y Li `o v` 0 -I CO FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197 WEYERHAEUSER- EVEREDGE LVL 21359 ...